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HomeMy WebLinkAboutSpecifications (23) Site ,-Address-. git,r0 5v) f-I - Orr , - - *i 31- ....... Building Division . . ..., " 4 TlijAri) Deferred Submittal Transmittal Letter TO: Oily of-ri,ir DATE RECEIVED: , . DEPT: BUILDING DIVISION t ,FROM: Li_ei7 CSINA , . COINIPAN I': I'll-0..NE: 0,5' q(L.ooi i .., -Ri7.2: •-f '' -71- .,-..:-.- ipet) 0Uflo22-c)orlc5- i.si,.i,Addr„..„;.:1 - - -- - 9.4fr f ...,1-7 1-1/if fill re/ /11-1W .1 :/z.i_ --6 ,H,..„:r-:„is.t. (-r,,Li tKIF.,.:.i,ii'.1',-T'ia-iln',-.,„n'd hy. innther. Valur-ltictr, af I)eft„,rreci Slibtriiitni; 5 i_g5-0 - / VII .,!-,..C.,'.117:„:) IS H`i't,1:. fOc..f:.,7:1WIN,',"-: D EI,ERR E 0 StinliTT,,IL I r FM: (...:twites:j Deriptitizi:,_ ., Aratoo - -Dios , i __Ctliat / 0 LTC _ i, „,!, x ,.. . , „4:„.. fi „ .... .. . c____Egeddf), i _p Me, ..,, ,-,L: C.::,ez:ii..-.;,1., ftn-delcTrd submittal ittrus shalt be..,Libinined to the rep ist‘.:red design ptofe.,sii74131 in re-T.D2siWe charge who shall review'them and forward them to the building official with a notation indicating that :n7.0 sta';7,rinna 1,„Icicurnent, have be,..tn ri...:viewe6 and been load to be in central cont'orinatice to the design of hi sine.PR..iicfcrred suhntittai iierriN shall no; be installed until the deign aml stib:nittat dOCUTTI-eni';have been 1pnrkv:..fd by the building official i'ir,g,, n Structuri Sinecialt). C0kie,c4:ctir)r /(1A,:$ 44.2 FOR 0 I'FICE USE , ._„..., , " I t..-; PciTilit 7 ec,liniclart: f.,, ii„3 -, --, ' 1 initials: ._. y.,-L..-.; 1 ri --;,..,. .-) 7 Fi:e Desci:riort: ! Anlount Duc: _. _ - „ , ; c ' Deferred Submittal Fee: -,_, Additional ,, Lee basoi o'n ,.alaa',,i(,-,,T:: ' ",'. foLt1 Fees DUC.. - ..'.'.riStri..1 Ct.I 0 n3. ' . i.-Z C3)ti Et Pennit(pet- PE',-..-, —....------ --I , e--- -' - 7. 4/ N. : 1')t'--'-1'e 1- rpli :;iNoiieill Date. ‘6744 Iniiiali. 7---------- Ii i r hie {ee for prn,;(-,-.,,sing and rev a:win,,,,,defOrred plan subrrattal -',.'‘:_ill be an arn,-Aur, e..:ual to,1,5')..i.,.of the budding based on the valuation o the particular portion or portioie;of the pi,-,::: '-n '—ith...-I miniinurn S100,00 re,,,':.Thi 10,24..i, hi ii, the.nroic7:el tol'ctr:rcview.e,..."based on ti __ REVISION RECEIVED R APPROVED zo2� CITY OF TIGARD MiTek OFFICE COPY BUILDING DIVISION 3u P - 0 0 1 ! s MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 ' 1 0 ca.3 Roseville,CA 95661 Telephone 916-755-3571 Re: 22-DD2739 Mario's-Hampton Apts The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: R76360512 thru R76360670 My license renewal date for the state of Oregon is December 31,2023. ® NO EXCEPTIONS TAKEN El REVISE AND RESUBMIT MAKE CORRECTIONS NOTED El REVIEW NOT REQUIRED This review is only for general conformance with the design concept and the information given in the Construction Documents.Corrections or comments made on the submittal during this review do not relieve the contractor from compliance with the requirements of the plans and specifications.Review of a specific item shall not include review of an assembly of which the item is a component.The Contractor is responsible for:dimensions to be confirmed and correlated at the jobsite;information that pertains solely to the fabrication processes or to the means,methods,techniques,sequences and procedures of construction;coordination of the Work with that of all other trades and performing all Work in a safe and satisfactory manner. R)0 PROk-en KPFF Consulting Engineers vs @� tiNGiNEFR 0 Date 08/25/2023 lq± $9200PE By devons OREGON <0 y 14 20�P'}� May 22,2023 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A01 ROOF SPECIAL 4 1 R76360512 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 S Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:18 2023 Page 1 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?Ps870Hg3NSgPcinL8w3uITXbGKWrCDoi7J4zJC?f 4-1-0 6-6-8 11-4-0 12-9-8 16-10-4 4-1-0 18-7-0 19-4-1 2 5 8 4 9 8 1-5-8 4-0-12 1-8-12 1 0-9-1 I Scale=1:32.8 5x8 M18AHS= 10 0.38 12 4x8 M18AHS= 4x4= 6x6= 3x10 M18AHS I I 3 4 5 2 1 g —� v 7 7 8 7 6 9 5x9= 3x4 I 1 6 4x7= 8x9= 7-8-8 I 14-11-8 19-4-1 7 -4-9I 1 Plate Offsets(X,Y)— [1:0-3-9,Edge],[2:0-1-8,0-1-12],[4:0-2-12,0-3-12],[5:0-5-0,0-1-4],[6:0-2-4,0-5-0j,[9:0-4-8,0-2-12] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.33 7-8 >677 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.50 7-8 >449 240 M18AHS 145/140 BCLL 0.0 Rep Stress InaNO WB 0.93 Horz(CT) 0.09 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.10 7-8 >999 240 Weight:116 lb FT=0% LUMBER- TOP CHORD 2x6 DF 1800F 1.6E BRACING- BOT CHORD 2x6 DF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc puffins, WEBS 2x4 HF Std*Except* except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-10:2x6 DF No.2,5-6:2x10 DF No.2 WEBS 1 Row at midpt 2-9 REACTIONS. (size) 9=0-5-8,6=Mechanical Max Horz 9=156(LC 9) Max Uplift 9=-22(LC 8),6=-3864(LC 28) Max Gray 9=1689(LC 1),6=4987(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-467/74,1-2=-1023/440,2-3=-5749/804,3-4=-3903/1393,4-5=-438/260, 5-6=-2714/2557 BOT CHORD 8-9=-978/5231,7-8=-908/6314,6-7=-2146/3682 WEBS 2-9=4363/662,2-8=-498/1021,3-8=-792/560,3-7=-2783/453,4-7=-202/1714, 4-6=-3923/2292 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ' '\--k d P ROFFS 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��\� ��)N �� S�Q� 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) gg200 PE 9f 6=3864. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that theyj..�. are correct for the intended use of this truss. _ _ 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at r • SC 18-10-4,and 2344 lb down and 2344 lb up at 16-10-4 on top chord. The design/selection of such connection device(s)is the y OREGON jL responsibility of others. L 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /d �y j 4,Zp� �t� LOAD CASE(S) Standard Except: rc�R'�` 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-170,6-s=-10 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. r 'Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A01 ROOF SPECIAL 4 1 R76360512 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:18 2023 Page 2 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?Ps670Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC7f LOAD CASE(S) Standard Except: 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-140,6-9=-10 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=14,1-10=24,1-5=-14,5-6=5 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-135,6-9=-10 Horz:1-9=-5,1-10=-24,1-5=-6,5-6=-14 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=13,1-10=-16,1-5=-14,5-6=4 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-137,6-9=-10 Horz:1-9=-2,1-10=-16,1-5=-3,5-6=-9 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-160,6-9=-10 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(lb) Vert:5=-2344(F)4=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:5=2344(F)4=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:5=2344(F)4=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:5=-2344(F)4=2344(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. pai Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiT®k' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A01-ALT ROOF SPECIAL 0 1 R76360513 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:19 2023 Page 1 4-1-0 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 4-1-0 1 2-5-8 11-4-0 I 12-9-8 i 16-10-4 4-9-8 18-7-0 19-4-1 1-5-8 4-0-12 1.8-12 I 0-9-1 I Scale=1:32.8 5x8 M18AHS= 10 0.38 12 qxq= 6x6= 3x10 M18AHS 11 4x8 M18AHS= 3 4 5 • 1 ® —m LS • 7 9 5x9= 3x4 II 6 4x7= 8x9= I 7-8-8 14-11-8 19-4-1 7-8-8 7-3-0 Plate Offsets(X,Y)-- [1:0-3-9,Edge],[2:0-1-8,0-1-12],[4:0-2-12,0-3-12],[5:0-5-0,0-1-4],[6:0-2-4,0-5-0],[9:0-4-8,0-2-12] 4-4-9 LOADING (psf) TCLL 25,0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.33 7-8 >677 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.50 7-8 >449 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.09 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.10 7-8 >999 240 Weight:116 lb FT=0% LUMBER- TOP CHORD 2x6 DF 1800F 1.6E BRACING- TOPTOT CHORD 2x6 DF 1800F 1.6E CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, WEBS 2x4 HF Std*Except* except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. 9-10:2x6 DF No.2,5-6:2x10 DF No.2 WEBS 1 Row at midpt 2-9 REACTIONS. (size) 9=0-5-8,6=Mechanical Max Horz 9=156(LC 9) Max Uplift 9=-22(LC 8),6=-16(LC 12) Max Gray 9=1689(LC 1),6=1689(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-467/74,1-2=1023/440,2-3=-5749/804,3-4=-3723/459,4-5=-269/41 BOT CHORD 8-9=-978/5231,7-8=-908/6314,6-7=-321/2327 WEBS 2-9=-4363/662,2-8=-127/575,3-8=-615/303,3-7=-2783/453,4-7=-202/1714, 4-6=-2479/335 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. " C(''S:° pROFes 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. óGIN %6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,6.7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 89200PE the intended use of this truss. LOAD CASE(S) Standard -1 /U 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(plf) OREGON Vert:1-5=-170,6-9=-10 A_ cv 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L/Q"�q y 14,2�0, Uniform Loads(plf) Vert:1-5=-140,6-9=-10 MFR R 11 A- 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 RENEWAL DATE: 12-31-2023 ipontinued on Dace 2 May 22,2023 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. iii ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i�liTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A01-ALT ROOF SPECIAL 0 1 R76360513 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:19 2023 Page 2 ID:o1600MhmiShWYm3fr7uzb_zkes3-RfC?PsB70Hg3NSgR nLSw3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=14,1-10=24,1-5=-14,5-6=5 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-135,6-9=-10 Horz:1-9=-5,1-10=-24,1-5=-6,5-6=-14 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=13,1-10=-16,1-5=-14,5-6=4 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-137,6-9=-10 Horz:1-9=-2,1-10=-16,1-5=-3,5-6=-9 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-5=-160,6-9=-10 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYIiT®k� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI LPN Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A02 MONOPITCH 25 1 R76360514 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:20 2023 Page 1 I D:o1600M h m iSh W Ym3fr7uzb_zkgs3-RfC?Ps670Hg3NSgPq n L8w3u ITXbG K W rCDoi7J4zJC?f 4-1-0 11-4-0 18-7-0 I 4-1-0 7-3-0 7-3-0 25-10-0 7-3-0 33-1-0 37-0-0 I 7-3-0 3-11-0 Scale:3/16"=1' 4x8 M18AHS= 0.38 rii 16 4x8= II 6x8 M18AHS= 4x6= 4x4= 18 4x7= 4x9= 3x4 1 2 173 4 5 6 7 8 rkr Y r P =�— T. N 15 14 13 12 11 10 4x12= 4x8= 6x12 M18AHS= 4x5= 9 4x8= 4x5= 4x4= 7-8-8 14-11-8 22-2-8 29-5-8 37-0-0 7-8-8 7-3-0 7-3-0 7-3-0 7-6-8 Plate Offsets(X,Y)-- [1:0-3-13,Edge],[2:0-2-8,0-3-0],[3:0-2-8,0-2-0],[11:0-2-0,0-2-0],[13:0-1-12,0-2-0] LOADING (psf) TCLL 25.0 SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.85 11-13 >515 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.83 Vert(CT) -1.73 11-13 >254 240 M18AHS 169/162 BCLL 0.0 Rep Stress InaYES WB 0.94 Horz(CT) 0.19 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.40 11-13 >999 240 Weight:215 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF No.2,2-15,2-14,7-10,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-15 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=136(LC 9) Max Uplift 15=-13(LC 8),9=-11(LC 12) Max Gray 15=2028(LC 1),9=1656(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-443/27,1-2=-800/304,2-3=-8758/709,3-4=-10788/818,4-6=-9068/669, 6-7=-5276/371 BOT CHORD 14-15=-704/6422,13-14=-933/10897,11-13=-863/10508,10-11=-627/7689, 9-10=-262/3011 WEBS 2-15=-5833/455,2-14=-179/2407,3-14=-2258/293,4-13=0/287,4-11=-1563/179, 6-11=-77/1509,6-10=-2673/258,7-10=-148/2547,7-9=-3332/283 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 25-4-10,Comer(3)25-4-10 to 36-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ''��fl P R OFFs shown;Lumber DOL=1.60 plate grip DOL=1.60 ��c. NG(N �.. s/Q 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);IS=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. 9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (t' 89200PE f 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for / the intended use of this truss. �: LOAD CASE(S) Standard O OREGON �Q 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �L �/ Uniform Loads(plf) /O 4 y y 4,2© Q� Vert:8-17=-80,9-15=-8 Trapezoidal Loads(plf) V/ R LL Vert:1=-166-to-17=-80 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 him ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A02 MONOPITCH 25 1 R76360514 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:20 2023 Page 2 I D:o1600 M h m i S h W Ym 3fr7uzb_zkgs3-RfC?Ps 670 H g 3 N S g Pq n L8w3 u I TXb G K W rC Do i 7J4zJ C?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:8-17=-70,9-15=-8 Trapezoidal Loads(pit) Vert:1=-134-to-17=-70 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-59,9-15=-8 Horz:1-15=11,1-16=19,1-8=-11,8-9=4 Trapezoidal Loads(pit) Vert:1=-123-to-17=-59 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=-4,1-16=-19,1-8=-4,8-9=-11 Trapezoidal Loads(plt) Vert:1=-130-to-17=-66 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-59,9-15=-8 Horz:1-15=10,1-16=-13,1-8=-11,8-9=3 Trapezoidal Loads(plt) Vert:1=-123-to-17=-59 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=-3,1-16=-13,1-8=-4,8-9=-10 Trapezoidal Loads(plf) Vert:1=-130-to-17=-66 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:8-17=-72,9-15=-8 Trapezoidal Loads(pit) Vert:1=-158-to-17=-72 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 AO2FP MONOPITCH 5 R76360515 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 2 Job Reference(optional) 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:22 2023 Page 1 ID:o1600MhmiShWYm3fr7uzb zkgs3-RfC?PsB70Hg3NSgPgnL8w3u1TXbGKWrCDoi7J4zJC?f 18-10-4 4-1-0 I 11-4-0 16-10-0 18-7-0 25-10-0 33-1-0 4-1-0 7-3-0 5-6-4 11-8-12 I 6-11-12 I I 3-11-0 0-3-4 7-3-0 311-0 Scale=1:61.7 5x6 I I 0.38 HT 0 5x8 M18AHS= 4x10 M18AHS= 5x10= 4x6 I 8x9,8 x9= 22 4x8 M18AHS= 4x10= 3x4 2® 21 3 4 5 6 7 8 9 7 z ' 19 18 17 16 13 12 11 15 14 10 4x10= 7x10 M18AHS WB= 4x6= 4x8 M18AHS= 6x8 M18AHS= 4x4= 2x4 I 5x5= 5x8 M18AHS= 4x8 M18AHS= 7-8-8 I 14-11-8 16-10-4 18-10.4 22-2-8 29-5-8 37-0-0 7-8-8 7-3-0 1-10-12 2-0-0 I 3.4-4 7-3-0 I 7-6-8 Plate Offsets(X,Y)- [1:0-5-8,0-2-4],[2:0-4-12,0-2-0],[3:0-5-0,0-2-0],[4:0-4-8,0-1-12],[5:0-1-8,0-4-12],[10:0-2-8,0-2-12],[11:0-3-4,0-2-01[13:0-3-12,0-2-0],[18:0-4-0,0-2-4] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert LL) -0.43 15 >999 360 MT20 185/148 (Roof Snow=25.0) ( TCDL 25.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.86 15 >509 240 M18AHS 145/140 BCLL 0.0 Rep Stress Ina' NO WB 0.98 Horz(CT) 0.23 10 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.20 15 >999 240 Weight:436 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing. 19-20:2x6 DF No.2,2-19,2-18,7-13,7-11:2x4 DF No.2 OTHERS 2x4 HF Std REACTIONS. (size) 19=0-5-8,10=0-5-8 Max Horz 19=136(LC 9) Max Uplift 19=-1554(LC 28),10=-1378(LC 28) Max Gray 19=3310(LC 26),10=3134(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-446/153,1-2=-1367/663,2-3=-19600/11059,3-4=-30962/19943,4-5=-33059/22048, 5-7=-25249/15774,7-8=-11855/6309 BOT CHORD 18-19=-5828/11625,16-18=-15905/26719,15-16=-22037/33045,14-15=-21089/31807, 13-14=-21089/31807,11-13=-10466/18500,10-11=2783/5923 Ct �o) PROFF WEBS 2-19=-10615/5347,2-18=-5414/8258,3-18=-7480/5094,3-16=-4293/4505, `�G 65 4-16=-2616/2622,5-13=-7169/5810,7-13=-51341/7426,7-11=-7336/4590, ��\� �NG]NE�9 /O� 8-11=-3977/6694,8-10=-6525/3071,4-15=-2230/2075,5-14=-373/341,5-15=-2801/3161 -7 NOTES- 89200PE f 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. I r A.11110 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to -9G �OREGON 0. jv ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; /Q �y 7 4,2d� �� MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 25-4-10,Corner(3)25-4-10 to 36-10-4 /Uj �A zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �ri R shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 5)All plates are MT20 plates unless otherwise indicated. RENEWAL DATE: 12-31-2023 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 22,2023 Continued on oaae 2 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPII Quality Criteria,DSB-89 and SCSI Buildin Component Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 9 MiTek USA,Inc. 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 AO2FP MONOPITCH 5 R76360515 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:22 2023 Page 2 NOTES- ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=1554,10=1378. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 18-10-4,and 2344 lb down and 2344 lb up at 16-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:9-21=-80,10-19=-8 Trapezoidal Loads(plf) Vert:1=-166-to-21=-80 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:9-21=-70,10-19=-8 Trapezoidal Loads(pi) Vert:1=-134-to-21=-70 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-59,10-19=-8 Horz:1-19=11,1-20=19,1-9=-11,9-10=4 Trapezoidal Loads(plf) Vert:1=-123-to-21=-59 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-66,10-19=-8 Horz:1-19=-4,1-20=-19,1-9=-4,9-10=-11 Trapezoidal Loads(plf) Vert:1=-130-to-21=-66 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-59,10-19=-8 Horz:1-19=10,1-20=-13,1-9=-11,9-10=3 Trapezoidal Loads(plt) Vert:1=-123-to-21=-59 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-66,10-19=-8 Horz:1-19=-3,1-20=-13,1-9=-4,9-10=-10 Trapezoidal Loads(plt) Vert:1=-130-to-21=-66 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:9-21=-72,10-19=-8 Trapezoidal Loads(plf) Vert:1=-158-to-21=-72 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-40(F),10-19=-8(F) Concentrated Loads(lb) Vert:4=-2344(F)5=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-40(F),10-19=-8(F) Concentrated Loads(lb) Vert:4=-2344(F)5=2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-40(F),10-19=-8(F) Concentrated Loads(lb) Vert:4=2344(F)5=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-40(F),10-19=-8(F) Concentrated Loads(lb) Vert:4=2344(F)5=-2344(F) t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iUliTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 AO2FPALT MONOPITCH 0 R76360516 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:23 2023 Page 1 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJCW 18-10-4 4-1-0 11-4-0 16-10-4 1 18-7-0 25-10-0 4-1-0 7-3-0 5-6-4 1-8-12 I 6-11-12 I 7-3-0 i 3 113-10 0 0-3-4 Scale=1:61.7 5x6 II 0.38 NY 0 5x8 M18AHS= Sx10= 4x6 II 8x9= 22 4x8 M18AHS= 4x10= 3x4 II i' 4x10 M18AHS= 8 9 1 2 21 3 4 5 6 7 7,, v v N N 19 18 17 16 13 12 11 15 14 10 4x10= 7x10 M18AHS WB= 4x6= 4x8 M18AHS= 6x8 M18AHS= 5x5= 4x4= 2x4 I I 5x8 M18AHS= 4x8 M18AHS= l 7-8-8 14-11-8 16-10-4 18-10-4 22-2-8 29-5-8 37-0-0 7-8-8 7-3-0 11-10-121 2-0-0 3-4-4i 7-3-0 7-6-8 Plate Offsets(X,V)- [1:0-5-8,0-2-4],[2:0-4-12,0-2-0],[3:0-5-0,0-2-0],[4:0-4-8,0-1-12],[5:0-1-8,0-4-12],[10:0-2-8,0-2-12],[11:0-3-4,0-2-0],[13:0-3-12,0-2-0],[18:0-4-0,0-2-4] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert LL) -0.43 15 >999 360 MT20 185/148 (Roof Snow=25.0) ( TCDL 25.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.86 15 >509 240 M18AHS 145/140 BCLL 0,0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.09 10 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.20 15 >999 240 Weight:436 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 19-20:2x6 DF No.2,2-19,2-18,7-13,7-11:2x4 DF No.2 OTHERS 2x4 HF Std REACTIONS. (size) 19=0-5-8,10=0-5-8 Max Horz 19=136(LC 9) Max Uplift 19=-13(LC 8),10=-11(LC 12) Max Gray 19=2028(LC 1),10=1656(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-441/27,1-2=-800/304,2-3=-8752/706,3-4=-10819/828,4-5=-10714/834, 5-7=-9086/675,7-8=-5245/367 BOT CHORD 18-19=-705/6428,16-18=-931/10883,15-16=-868/10709,14-15=-835/10372, 13-14=-835/10372,11-13=-629/7684,10-11=-259/2989 WEBS 2-19=-5840/457,2-18=-175/2396,3-18=-2249/292,3-16=-88/263,5-13=-1414/144, 7-13=-82/1534,7-11=-2702/264,8-11=-147/2537,8-10=-3293/279,5-15=-41/418 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ����D P R()�rss Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. 4 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ��cj �NG N� � /� Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 9 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �' 89200PE 1" 3)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 25-4-10,Comer(3)25-4-10 to 36-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions /�. shown;Lumber DOL=1.60 plate grip DOL=1.60 -'% , `' 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 r Z! 5)All plates are MT20 plates unless otherwise indicated. ,nf__OREGON A 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L "`/ \ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,10. �O y 4,Zfl {S� 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. tijE-R R 9)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard RENEWAL DATE: 12-31-2023 49ontinued on owe 2 May 22,2023 i mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. IMMO Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 AO2FPALT MONOPITCH 0 R76360516 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:24 2023 Page 2 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?Ps1370Hg3NSgPcinL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:9-21=-80,10-19=-8 Trapezoidal Loads(plf) Vert:1=-166-to-21=-80 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:9-21=-70,10-19=-8 Trapezoidal Loads(plf) Vert:1=-134-to-21=-70 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-59,10-19=-8 Horz:1-19=11,1-20=19,1-9=-11,9-10=4 Trapezoidal Loads(plf) Vert:1=-123-to-21=-59 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-66,10-19=-8 Horz:1-19=-4,1-20=-19,1-9=-4,9-10=-11 Trapezoidal Loads(plf) Vert:1=-130-to-21=-66 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:9-21=-59,10-19=-8 Horz:1-19=10,1-20=-13,1-9=-11,9-10=3 Trapezoidal Loads(plf) Vert:1=-123-to-21=-59 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pi) Vert:9-21=-66,10-19=-8 Horz:1-19=-3,1-20=-13,1-9=-4,9-10=-10 Trapezoidal Loads(plf) Vert:1=-130-to-21=-66 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:9-21=-72,10-19=-8 Trapezoidal Loads(plf) Vert:1=-158-to-21=-72 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. =UM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiT®kH fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360517 22-DD2739 A03 MONOPITCH 14 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:25 2023 Page 1 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 4-1-0 11-4-0 18-7-0 I 4-1-0 7-3-0 7-3-0 27-3-0 5-10-0 33-1-0 36-6-0 7-3-0 3-5-0 Scale=1:62.7 4x8 M18AHS= 0.38 12 16 4x4= 4x8 4x7= 4x8= 3x4 I I 6x8 M18AHS= 4x6= 18 6 7 8 1 Z 173 4 5 < r o 7 Y ®� 4 r 1�5 14 13 12 11 10 N 4x12= 4x8= 6x12 M18AHS= 4x5= 9 4x8= 4x5= 4x4= 7-8-8 14-11-8 22-2-8 7-8-8 7-3-0 7-3-0 I 29-5-8 I 36-6-0 Plate Offsets(X,Y)-- [1:0-3-13,0-1-4],[2:0-2-8,0-3-0],[3:0-2-12,0-2-0],[11:0-1-12,0-2-0],[13:0-1-12,0-2-0] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.82 11-13 >528 360 MT20 185/148 TCDLSnow=252.5.0 Lumber DOL 1.15 BC 0.81 Vert(CT) -1.66 11-13 >261 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.18 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.38 11-13 >999 240 Weight:211 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF No.2,2-15,2-14,7-10:2x4 DF No.2 WEBS 1 Row at midpt 2-15 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=136(LC 9) Max Uplift 15=-13(LC 8),9=-11(LC 12) Max Gray 15=2006(LC 1),9=1634(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-440/28,1-2=-793/306,2-3=-8616/713,3-4=-10549/818,4 6=-8761/660, 6-7=-4910/353 BOT CHORD 14-15=-709/6341,13-14=-936/10698,11-13=-859/10232,10-11=-615/7354, 9-10=-236/2625 WEBS 2-15=-5759/460,2-14=-179/2344,3-14=-2199/293,4-13=0/327,4-11=-1596/183, 6-11=-81/1540,6-10=-2706/265,7-10=-157/2569,7-9=-2995/262 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 24-10-10,Comer(3)24-10-10 to �G� q PRr - 36-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for i+ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��Gj �'G,I NFL- �'/,, 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 2 3)All plates are MT20 plates unless otherwise indicated. -v 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 89200PE 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for / the intended use of this truss. ' 0/ __ LOAD CASE(S) Standard 4 OREGON �� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) L L1t�/O Al}' i 4 2�1 -�� Vert:8-17=-80,9-15=-8 R Io- 'P Trapezoidal Loads(plf) Vert:1=-166-to-17=-80 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 Continued on bale 2 May 22,2023 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. �� Design valid for use only with MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiT®k fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 A03 R76360517 MONOPITCH 14 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:25 2023 Page 2 I D:o1600Mh miSh W Ym3fr7uzb_zkgs3-RfC?Ps670 Hg 3NSg Pq n L8w3u ITXbG K W rCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:8-17=-70,9-15=-8 Trapezoidal Loads(pit) Vert:1=-134-to-17=-70 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-59,9-15=-8 Horz:1-15=11,1-16=19,1-8=-11,8-9=4 Trapezoidal Loads(plf) Vert:1=-123-to-17=-59 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=-4,1-16=-19,1-8=-4,8-9=-11 Trapezoidal Loads(plf) Vert:1=-130-to-17=-66 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-59,9-15=-8 Horz:1-15=10,1-16=-13,1-8=-11,8-9=3 Trapezoidal Loads(plf) Vert:1=-123-to-17=-59 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=-3,1-16=-13,1-8=-4,8-9=-10 Trapezoidal Loads(plf) Vert:1=-130-to-17=-66 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-72,9-15=-8 Trapezoidal Loads(plf) Vert:1=-158-to-17=-72 _ t WARNING-Veri fy design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 AO4DT MONOPITCH 2 1 R76360518 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:26 2023 Page 1 I D:o1600Mhm iSh W Ym3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPcmL8w3uITXbGKW rCDoi 7J4zJC?f 4-1-0 11-4-0 18-7-0 25-10-0 I 4-1-0 7-3-0 7-3-0 33-1-0 37-0-0 I 7-3-0 7-3-0 3-11-0 Scale:3/16"=1 5x8 M18AHS= 0.38 FIT 16 4x8= 5x7-= 4x5= 184x10= 3x4 II 5x10 M18AHS= 4 5 4x8= 7 8 1 2 173 Y °� N N .11 15 14 13 12 11 10 5x8 M18AHS= 5x8 M18AHS= 9 6x12 M18AHS= 4x7= 4x9= 4x6= 4x4= 7-8-8 14-11-8 22-2-8 I 29-5-8 37-0-0 Plate Offsets X,Y 7-8-8 7-3-0 7-3-0 7-3-0 7-6-8 ( )— [1:0-3-12,0-2-8],[2:0-3-8,0-2-4],[13:0-1-12,0-2-0] TCLL LOADING (psf) 5 0 SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.89 11-13 >491 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.91 Vert(CT) -1.77 11-13 >248 240 M18AHS 145/140 BCLL 0,0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.19 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.74 11-13 >596 240 Weight:215 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc puriins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. 15-16:2x6 DF No.2,2-15,2-14,7-10,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-15,3-14 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=136(LC 39) Max Uplift 15=-641(LC 32),9=-285(LC 41) Max Gray 15=2212(LC 27),9=1667(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-443/98,1-2=-1466/1212,2-3=-9623/3353,3-4=-11752/3866,4-6=-10107/3494, 6-7=-6351/2404,7-8=-1200/1169 BOT CHORD 14-15=-3036/7289,13-14=-4284/11872,11-13=-4142/11526,10-11=-3331/8631, 9-10=-1999/3784 WEBS 2-15=-6620/2483,2-14=-1852/3516,3-14=-3251/1868,3-13=-1180/1312, 4-13=-1117/1232,4-11=-2083/1145,6-11=-933/1969,6-10=-2907/1008,7-10=-826/2760, 7-9=-3397/898 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 25-4-10,Corner(3)25-4-10 to 36-10-4 �(�ti0 P R OFFS, zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ��t ��G)N��R s�0 shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� 3)All plates are MT20 plates unless otherwise indicated. 89200PE 1.--- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=641,9=285. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "r._ �� 111111Mo• 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review Ii„9 OREGON �C/�' loads to verify that they are correct for the intended use of this truss. 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag L/ -� Y fl1� loads along bottom chord from 0-0-0 to 37-0-0 for 310.0 plf. Q/� 1[) 2 �� LOAD CASE(S) Standard R(�, L 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-80,9-15=-8 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.5/19/2020 BEFORE USE. Mt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 's building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mano's-Hampton Apts 22-DD2739 AO4DT MONOPITCH 2 1 R76360518 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:26 2023 Page 2 ID:o1600MhmiShWYm3fr7uzb_zkgs3-RfC?Ps870Hg3NSgPcmL8w3uITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(pit) Vert:1=-166-to-17=-80 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-70,9-15=-8 Trapezoidal Loads(plf) Vert:1=-134-to-17=-70 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-59,9-15=-8 Horz:1-15=11,1-16=19,1-8=-11,8-9=4 Trapezoidal Loads(plt) Vert:1=-123-to-17=-59 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=-4,1-16=-19,1-8=-4,8-9=-11 Trapezoidal Loads(plf) Vert:1=-130-to-17=-66 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-59,9-15=-8 Horz:1-15=10,1-16=-13,1-8=-11,8-9=3 Trapezoidal Loads(plf) Vert:1=-123-to-17=-59 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=-3,1-16=-13,1-8=-4,8-9=-10 Trapezoidal Loads(plf) Vert:1=-130-t o-17=-66 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-72,9-15=-8 Trapezoidal Loads(plf) Vert:1=-158-to-17=-72 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-63,9-15=-8 Horz:1-17=7440,3-17=7440,3-18=7440,6-18=7440,6-8=7440 Drag:9-15=-233 Trapezoidal Loads(plf) Vert:1=-127-to-17=-63 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-77,9-15=-8 Horz:1-17=-7440,3-17=-7440,3-18=-7440,6-18=-7440,6-8=-7440 Drag:9-15=233 Trapezoidal Loads(plt) Vert:1=-142-to-17=-77 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-51,9-15=-8 Horz:1-15=11,1-16=19,1-17=7429,3-17=7429,3-18=7429,6-18=7429,6-8=7429,8-9=4 Drag:9-15=-233 Trapezoidal Loads(plf) Vert:1=-116-to-17=-51 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=11,1-16=19,1-17=-7451,3-17=-7451,3-18=-7451,6-18=-7451,6-8=-7451,8-9=4 Drag:9-15=233 Trapezoidal Loads(pit) Vert:1=-130-to-17=-66 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-58,9-15=-8 Horz:1-15=-4,1-16=-19,1-17=7436,3-17=7436,3-18=7436,6-18=7435,6-8=7436,8-9=-11 Drag:9-15=-233 Trapezoidal Loads(plt) Vert:1=-123-to-17=-58 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 AO4DT R76360518 MONOPITCH 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:26 2023 Page 3 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?Ps670Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:8-17=-73,9-15=-8 Horz:1-15=-4,1-16=-19,1-17=-7444,3-17=-7444,3-18=-7444,6-18=-7444,6-8=-7444,8-9=-11 Drag:9-15=233 Trapezoidal Loads(plt) Vert:1=-137-to-17=-73 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-51,9-15=-8 Horz:1-15=10,1-16=-13,1-17=7429,3-17=7429,3-18=7429,6-18=7429,6-8=7429,8-9=3 Drag:9-15=-233 Trapezoidal Loads(plf) Vert:1=-116-to-17=-51 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-66,9-15=-8 Horz:1-15=10,1-16=-13,1-17=-7451,3-17=-7451,3-18=-7451,6-18=-7451,6-8=-7451,8-9=3 Drag:9-15=233 Trapezoidal Loads(plf) Vert:1=-130-to-17=-66 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-58,9-15=-8 Horz:1-15=-3,1-16=-13,1-17=7436,3-17=7436,3-18=7436,6-18=7435,6-8=7436,8-9=-10 Drag:9-15=-233 Trapezoidal Loads(plf) Vert:1=-123-to-17=-58 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-8 Horz:1-15=-3,1-16=-13,1-17=-7444,3-17=-7444,3-18=-7444,6-18=-7444,6-8=-7444,8-9=-10 Drag:9-15=233 Trapezoidal Loads(pit) Vert:1=-137-to-17=-73 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS//TP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360519 22-DD2739 AO5DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:28 2023 Page 1 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-11-8 11-2-9 18-5-9 25-8-9 32-11-9 36-9-0 3-11-8 7-3-0 7-3-0 I 7-3-0 I 7-3-0 3-9-7 Scale=1:63.3 0.38 12 8x10= 4x6= 4x7= 3x4 II 4x8 M18AHS= 6x8 M18AHS= 5x7= 5 6 7 c- 1 2 153 4 u ri 14 5x9= 13 12 11 10 9 8 4x4= 6x9= 4x4= 5x10 M18AHS= 4x5= 4x6= 7-7-0 14-10-1 22-1-1 29-4-1 36-9-0 7-7-0 7-3-0 7-3-0 7-3-0 7-4-15 Plate Offsets(X,Y)— [2:0-4-0,0-2-8],[4:0-2-8,0-5-4],[9:0-2-12,0-2-0],[12:0-1-12,0-2-0],[13:0-4-8,0-2-8],[14:0-4-8,0-2-4] LTCLL OADING (psf) 250 SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.68 10-12 >642 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -1.22 10-12 >358 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.13 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.57 10-12 >762 240 Weight:203 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std'Except° BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. 1-14:2x6 DF No.2 WEBS 1 Row at midpt 2-14 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=26(LC 9) Max Uplift 14=-631(LC 32),8=-279(LC 41) Max Gray 14=1668(LC 27),8=1127(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-439/140,1-2=-1306/664,2-3=-6819/2907,3-4=-8319/3479,4-5=-7137/3187, 5-6=-4567/2233,6-7=-1154/1104 BOT CHORD 13-14=-2568/5355,12-13=-3816/8603,10-12=-3753/8123,9-10=-3053/6086, 8-9=-1868/2809 WEBS 2-14=-4253/2022,2-13=-1819/2714,3-13=-2602/1862,3-12=-1192/1287, 4-12=-1101/1175,4-10=-1609/1065,5-10=-900/1514,5-9=-2072/912,6-9=-761/1925, 6-8=-2206/753 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right gGlN � PROFexposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.602)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs1.00;Ct=1.00N F (/* 3)All plates are MT20 plates unless otherwise indicated. ,v 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 1✓ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=631,8=279. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review "141111"/p'-7 loads to verify that they are correct for the intended use of this truss. 110 OREGON Q 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 57G A_ k loads along bottom chord from 0-0-0 to 36-9-0 for 310.0 plf. <O r'/9 y j 4 Zfl R�� LOAD CASE(S) Standard 114E RIL- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-15=-50,8-14=-5 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. IMMO Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360519 22-DD2739 AO5DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:28 2023 Page 2 ID:o1600MhmiShWYm3fr7uzb zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(pit) Vert:1=-135-to-15=-50 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-15=44,8-14=-5 Trapezoidal Loads(plf) Vert:1=-108-to-15=-44 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-37,8-14=-5 Horz:1-14=7,1-7=-7,7-8=2 Trapezoidal Loads(plf) Vert:1=-101-to-15=-37 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-41,8-14=-5 Horz:1-14=-2,1-7=-3,7-8=-7 Trapezoidal Loads(plf) Vert:1=-105-to-15=-41 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-37,8-14=-5 Horz:1-14=6,1-7=-7,7-8=2 Trapezoidal Loads(plf) Vert:1=-101-to-15=-37 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-41,8-14=-5 Horz:1-14=-2,1-7=-3,7-8=-6 Trapezoidal Loads(pit) Vert:1=-105-to-15=-41 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:7-15=-45,8-14=-5 Trapezoidal Loads(plt) Vert:1=-130-to-15=-45 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-36,8-14=-5 Horz:1-15=7440,3-15=7440,3-7=7440 Drag:8-14=-233 Trapezoidal Loads(plt) Vert:1=-100-to-15=-36 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:7-15=-51,8-14=-5 Horz:1-15=-7440,3-15=-7440,3-7=-7440 Drag:8-14=233 Trapezoidal Loads(plf) Vert:1=-115-to-15=-51 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-29,8-14=-5 Horz:1-14=7,1-15=7433,3-15=7433,3-7=7433,7-8=2 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:1=-93-to-15=-29 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:7-15=-44,8-14=-5 Horz:1-14=7,1-15=-7447,3-15=-7447,3-7=-7447,7-8=2 Drag:8-14=233 Trapezoidal Loads(pit) Vert:1=-108-to-15=-44 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:7-15=-34,8-14=-5 Horz:1-14=-2,1-15=7437,3-15=7437,3-7=7437,7-8=-7 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:1=-98-to-15=-34 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on dace 3 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360519 22-DD2739 A05DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:28 2023 Page 3 ID:o16OOMhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgpgnL8w3u1TXbGKWrCDoi7J4zJC2f LOAD CASE(S) Standard Uniform Loads(plf) Vert:7-15=-48,8-14=-5 Horz:1-14=-2,1-15=-7443,3-15=-7443,3-7=-7443,7-8=-7 Drag:8-14=233 Trapezoidal Loads(plf) Vert:1=-112-to-15=-48 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:7-15=-29,8-14=-5 Horz:1-14=6,1-15=7433,3-15=7433,3-7=7433,7-8=2 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:1=-93-to-15=29 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-44,8-14=-5 Horz:1-14=6,1-15=-7447,3-15=-7447,3-7=-7447,7-8=2 Drag:8-14=233 Trapezoidal Loads(plf) Vert:1=-108-to-15=-44 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-34,8-14=-5 Horz:1-14=-2,1-15=7437,3-15=7437,3-7=7437,7-8=-6 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:1=-98-to-15=-34 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-15=-48,8-14=-5 Horz:1-14=-2,1-15=-7443,3-15=-7443,3-7=-7443,7-8=-6 Drag:8-14=233 Trapezoidal Loads(plf) Vert:1=-112-to-15=-48 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �►A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1y'iTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360520 22-DD2739 B01 ROOF SPECIAL 12 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:29 2023 Page 1 ID:o16OOMhmiShWYm3fr7uzb zkgs3-RfC?PsB7OHg3NSgPgnL8w3u1TXbGKWrCDoi7J4zJC?f 3-8-13 10-7-8 17-6-3 24-4-13 l 31-9-0 3-8-13 6-10-11 6-10-11 6-10-11 7-4-3 Scale=1:54.3 0.38 12 5x8 M18AHS= 15 3x6= 3x5= _ 3x4= 2x3 II 3x7= 3g4 16 4 5 17 6 7 1 2 9 tr' M E m I 14 13 12 11 10 9 8 3x5— 3x5= 3x10 M18AHS= 3x4= 3x4= 4x6= 2x3 I I 7-2-3 14-0-13 20-11-8 l 27-10-3 31-9-0 7-2-3 6-10-11 6-10-11 6-10-11 3-10-13 Plate Offsets(X,Y)-- [7:0-4-8,0-2-12],[9:0-2-8,0-2-4],[13:0-1-12,0-1-8],[14:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.28 10-11 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.59 10-11 >642 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.16 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.13 11 >999 240 Weight:144 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-14,6-9 8-15:2x6 DF No.2,7-9:2x4 DF No.2 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=127(LC 9) Max Uplift 14=-13(LC 8),8=-2(LC 12) Max Gray 14=1779(LC 1),8=2136(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3673/336,3-4=-4926/468,4-6=-4304/422,6-7=-1894/227,7-8=-2109/189 BOT CHORD 13-14=-381/2363,11-13=-551/4768,10-11=-519/4968,9-10=-355/3585 WEBS 2-14=-2853/311,2-13=-108/1604,3-13=-1410/178,4-10=-887/143,6-10=-74/959, 6-9=-2316/255,7-9=-200/2375 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-0-10,Corner(3)20-0-10 to 31-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 C�ED PROFFS 3)All plates are MT20 plates unless otherwise indicated. �� ��GI N .L. s/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. - �/ ,/ LOAD CASE(S) Standard L� � 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 0 10 AZ Uniform Loads(plf) 9 A�OREGON Vert:1-17=-100,8-14=-10 L/Q"�qY4,2Nis k Trapezoidal Loads(plf) Vert:17=-100-to-7=-186 ' R R 1 Lk- l'si'P 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-14=-10 RENEWAL DATE: 12-31-2023 May 22,2023 i nnfimted on Dane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 -- Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360520 22-DD2739 B01 ROOF SPECIAL 12 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:29 2023 Page 2 ID:o16OOMhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=-73,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5,7-15=24 Trapezoidal Loads(pit) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-17=-82,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14,7-15=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4,7-15=16 Trapezoidal Loads(plt) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9,7-15=16 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-14=-10 Trapezoidal Loads(plt) Vert:17=-90-to-7=-176 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. pa' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360521 22-DD2739 B01 D ROOF SPECIAL 5 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:30 2023 Page 1 I D:o1600Mh m iSh W Ym3fr7uzb_zkgs3-RfC?Ps1370 Hq 3N SgPgnL8w3u ITXbGKW rCDoi 7J4zJC?f 3-8-13 10-7-8 17-6-3 24-4-13 I 31-9-0 3-8-13 6-10-11 6-10-11 6-10-11 7-4-3 Scale=1:54.9 0.38 12 6x7= 15 4x6= 4x7= 3x4= 7 4x8 M18AHS I I 4x8 M18AHS= 3 17 4 53x4= 6 16 2 4- 41'e r\ r\ 14 13 12 11 10 9 8 6x8 M18AHS— 4x7= 5x10 M18AHS= 3x4= 4x5= 5x9= 3x4 II 7-2-3 14-0-13 I 20-11-8 27-10-3 31-9-0 7-2-3 6-10-11 6-10-11 6-10-11 3-10-13 Plate Offsets(X,V)- [3:0-1-12,0-1-8],[7:0-3-12,0-3-12],[8:0-2-0,0-1-12],[9:0-4-8,0-2-12],[14:Edge,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.47 10-11 >807 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.70 10-11 >537 240 M18AHS 145/140 TCDL 25.0 Rep Stress Ina NO WB 0.88 Horz(CT) 0.16 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.10 11 >999 240 Weight:191 lb FT=0%u BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-15:2x6 DF No.2,2-14,2-13,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-14,6-9 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=125(LC 9) Max Uplift 14=-1339(LC 27),8=-2(LC 12) Max Gray 14=3221(LC 26),8=2829(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1817/1693,2-3=-6103/356,3-4=-8056/494,4-6=-6759/442,6-7=-2810/236, 7-8=-2769/187 BOT CHORD 13-14=-395/3997,11-13=-575/7917,10-11=-540/8065,9-10=-367/5426 WEBS 2-14=-4718/321,2-13=-109/2519,3-13=-2283/183,4-10=-1701/148,6-10=-76/1735, 6-9=-3489/260,7-9=-201/3496 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-0-10,Corner(3)20-0-10 to 31-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'Q`tiD P ROFFs 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �5� LNG(N EFh' `sv0 3)All plates are MT20 plates unless otherwise indicated. 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L4 -rf 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) Q 89200PE f 14=1339. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23,26,27 has/have been modified.Building designer must review loads to verify that they are �i/. correct for the intended use of this truss. S - ear 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at M Q 1-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. -S?L O R EG ON Dr (U 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /O 4 y 1 �t,, 14,2.(;) P�' LOAD CASE(S) Standard Except: MER R I L`- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-170,8-14=-10 RENEWAL DATE: 12-31-2023 May 22,2023 f;ontinued on nave 2 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek 0 connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360521 22-DD2739 BO1 D ROOF SPECIAL 5 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:30 2023 Page 2 ID:o16OOMhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgpgnL8w3u1TXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-140,8-14=-10 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-126,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5,7-15=24 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-135,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14,7-15=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-126,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4,7-15=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-137,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9,7-15=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-160,8-14=-10 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-50(F),8-14=-10(F) Concentrated Loads(Ib) Vert:16=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-50(F),8-14=-10(F) Concentrated Loads(Ib) Vert:16=2344(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360522 22-DD2739 B01D-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:31 2023 Page 1 I D:o1600Mhm iSh W Ym3fr7uzb_zkgs3-RfC?PsB70 Hq 3N SgPgnL8w3u ITXbGKW rCDoi7J4zJC?f 3-8-13 I 10-7-8 17-6-3 24.4-13 I 31-9-0 3-8-13 6-10-11 6-10-11 6-10-11 7-4-3 Scale=1:54.9 0.38 12 6x7= 15 4x6=_ 4x7= 4x8 M18AHS= 3x4= 34 54 6 7 4x8 M18AHS I I 3 16 1 2 0 yr r jon 14 13 12 11 10 9 8 6x8 M18AHS— 4x7= 5x10 M18AHS= 3x4= 4x5= 5x9= 3x4 II 7-2-3 14-0-13 20-11-8 I 27-10-3 31-9-0 7-2-3 6-10-11 6-10-11 6-10-11 3-10-13 Plate Offsets(X,Y)— [3:0-1-12,0-1-8],[7:0-3-12,0-3-12],[8:0-2-0,0-1-12],[9:0-4-8,0-2-12],[14:Edge,0-4-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.47 10-11 >807 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.83 Vert(CT) -0.70 10-11 >537 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.16 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.10 11 >999 240 Weight:191 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc pudins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-15:2x6 DF No.2,2-14,2-13,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-14,6-9 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=125(LC 9) Max Uplift 14=-13(LC 8),8=-2(LC 12) Max Gray 14=2829(LC 1),8=2829(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6103/356,3-4=-8056/494,4-6=-6759/442,6-7=-2810/236,7-8=-2769/187 BOT CHORD 13-14=-395/3997,11-13=-575/7917,10-11=-540/8065,9-10=-367/5426 WEBS 2-14=4718/321,2-13=-109/2519,3-13=-2283/183,4-10=-1701/148,6-10=-76/1735, 6-9=-3489/260,7-9=-201/3496 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-0-10,Corner(3)20-0-10 to 31-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 " �LQ P R�FFss 3)All plates are MT20 plates unless otherwise indicated. �C-- �NG'NEfi� /Q 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �' 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 S, OREGON (V� Uniform Loads(plf) Vert:1-7=-170,8-14=-10 L/Q�qy4,2 1 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Pr Uniform Loads(plf) /14 Vert:1-7=-140,8-14=-10R R A i r- 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 RENEWAL DATE: 12-31-2023 Continued on Dace 2 May 22,2023 __ I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360522 22-DD2739 BO1D-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:32 2023 Page 2 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?Ps670Hg3NSgPgnL8w3u1TXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-126,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5,7-15=24 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-135,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14,7-15=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-126,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4,7-15=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-137,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9,7-15=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-160,8-14=-10 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360523 22-DD2739 B02 ROOF SPECIAL 7 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:33 2023 Page 1 I D:o16OOMh m iSh W Ym3fr7uzb_zkgs3-RfC?PsB70 Hq 3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f 3-8-13 I 10-7-8 17-6-3 I 24-4-13 31-3-0 3-8-13 6-10-11 6-10-11 6-10-11 6-10-3 Scale=1:52.2 0.38 12 5x7= 15 3x6= 3x5= 3x4= 3x4= 2x3 I I 3x7= 3 16 4 5 17 6 1 2 7-1 9 0 7 v- n rh B- 14 13 12 11 10 9 8 3x5— 3x5= 3x10 M18AHS= 3x4= 3x4= 4x6= 2x3 7-2-3 I 14-0-13 I 20-11-8 27-10-3 31-3-0 7-2-3 6-10-11 6-10-11 6-10-11 3-4-13 Plate Offsets(X,Y)— [7:0-3-8,Edge],[13:0-2-0,0-1-8],[14:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.27 10-11 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.55 10-11 >674 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.15 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.12 11 >999 240 Weight:142 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 8-15:2x6 DF No.2,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-14,6-9 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=127(LC 11) Max Uplift 14=-13(LC 8),8=-2(LC 12) Max Gray 14=1752(LC 1),8=2107(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3579/336,3-4=-4771/465,4-6=-4092/412,6-7=-1645/211,7-8=-2083/189 BOT CHORD 13-14=-382/2311,11-13=-549/4637,10-11=-512/4792,9-10=-338/3338 WEBS 2-14=-2796/313,2-13=-107/1556,3-13=-1365/176,4-10=-937/151,6-10=-82/1007, 6-9=-2324/257,7-9=-189/2215 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-7-12 to 12-1-6,Exterior(2)12-1-6 to 20-0-10,Corner(3)20-0-10 to 31-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);IS=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 'P%ED PRQFFS, 3)All plates are MT20 plates unless otherwise indicated. � � !NG1N .Fn s4O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V T �i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. -9 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11111 LOAD CASE(S) Standard -( .APO goommor 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • OREGON Uniform Loads(plf) 'f7 '41 Vert:1-17=-100,8-14=-10 G, 21q y 14,20�� `�'� Trapezoidal Loads(plf) Q Vert:17=-100-to-7=-186 MFR R Ill_ 0P 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-14=-10 RENEWAL DATE: 12-31-2023 May 22,2023 ,Continued on naae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. _1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 ____ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360523 22-DD2739 B02 ROOF SPECIAL 7 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:33 2023 Page 2 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5,7-15=24 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14,7-15=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4,7-15=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9,7-15=16 Trapezoidal Loads(plf) Vert:17=-84-t o-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-14=-10 Trapezoidal Loads(plf) Veil:17=-90-to-7=-176 A r. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360524 22-DD2739 BO2FP ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:34 2023 Page 1 ID:o1600MhmiShWYm3fr7uzb_zkgs3-RfC?Ps670Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f 1-5-0 3-5-0 I 10-9-8 17-8-3 I 24-6-13 31-3-0 1-5-0 2-0-0 7-4-8 6-10-11 6-10-11 6-8-3 Scale=1:53.5 0.38 V 5x6= 17 3x4= 4x6= 3x5= 3x7 II 6x7 II 5x7 II 3x4= 7 E 4 18 5 6 19 1 2 3 0 —a r; r% e 16 15 14 13 12 11 10 9 6x8 M18AHS=4x4= 4x5= 3x10 M18AHS= 3x4= 3x4= 4x6= 2x3 II 2-5-0 7-4-3 I 14-2-13 21-1-8 I 28-0-3 31-3-0 2-5-0 4-11-3 6-10-11 6-10-11 6-10-11 3-2-13 Plate Offsets(X,Y)-- [1:0-4-13,0-1-0],[2:0-4-12,0-3-0],[3:0-4-4,0-2-0],[8:0-3-4,0-3-4],[14:0-2-0,0-2-0],[16:0-3-4,0-3-0] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.23 11-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.47 11-12 >790 240 M18AHS 169/162 BCLL 0.0 Rep Stress lncr NO WB 0.88 Horz(CT) 0.14 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.10 12 >999 240 Weight:171 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purtins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-2-10 oc bracing. 1-16,9-17:2x6 DF No.2,2-16,8-10,2-15:2x4 DF No.2 WEBS 1 Row at midpt 7-10 REACTIONS. (size) 16=0-5-8 (req.0-5-10),9=0-5-8 Max Horz 16=127(LC 11) Max Uplift 16=-3431(LC 28),9=-2(LC 12) Max Gray 16=5279(LC 29),9=2103(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-2337/2160,2-3=-3718/2112,3-4=-4996/1142,4-5=-4873/476,5-7=-4133/418, 7-8=-1598/210,8-9=-2079/187 BOT CHORD 15-16=-1686/2556,14-15=-2557/4866,12-14=-562/4995,11-12=-518/4872, 10-11=-335/3343 WEBS 2-16=-5413/3575,3-14=-136/1719,4-14=-1380/178,4-12=-593/711,5-12=-568/671, 5-11=-1120/155,7-11=-85/1182,7-10=-2366/259,8-10=-185/2193,2-15=-1195/3095, 3-15=-3068/1238 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-8-12 to 12-2-6,Exterior(2)12-2-6 to 20-0-10,Corner(3)20-0-10 to 31-6 4 �'�, -D R ROF�S,s zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \�CO• N� N EEh, �02 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 -t/ y 3)All plates are MT20 plates unless otherwise indicated. ct 89200PE 1--- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)WARNING:Required bearing size at joint(s)16 greater than input bearing size. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) 16=3431. -tin • 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Is OREGON 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29,30,31 has/have been modified.Building designer must review loads to verify -' A_ 0. that they are correct for the intended use of this truss. L/ "/q y j 201 +� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at Q ppw �Q 3-11-0,and 2344 lb down and 2344 lb up at 1-11-0,and 2344 lb down and 2344 lb up at 0-8-12 on top chord. The design/selection 'Y,6-R R f L`- of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: RENEWAL DATE: 12-31-2023 May 22,2023 Continued on owe 2 f 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. id. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360524 22-DD2739 BO2FP ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:34 2023 Page 2 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-100,9-16=-10 Trapezoidal Loads(plf) Vert:19=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-88,9-16=-10 Trapezoidal Loads(plf) Vert:19=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,9-16=-10 Horz:1-16=14,1-8=-14,8-9=5,8-17=24 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-82,9-16=-10 Horz:1-16=-5,1-8=-6,8-9=-14,8-17=-24 Trapezoidal Loads(plf) Vert:19=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Veil:1-19=-73,9-16=-10 Horz:1-16=13,1-8=-14,8-9=4,8-17=16 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-84,9-16=-10 Horz:1-16=-2,1-8=-3,8-9=-9,8-17=16 Trapezoidal Loads(plt Vert:19=-84-to-8=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-90,9-16=-10 Trapezoidal Loads(plf) Vert:19=-90-to-8=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=-2344(F) 28)User defined:Lumber lncrease=2.00,Platelncrease=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=-2344(F) 30)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:1=-2344(F) 31)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Veil:1=2344(F) 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360525 22-DD2739 BO2FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:35 2023 Page 1 ID:o1600MhmiShWYm3fr7uzb zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 1-5-0 3-5-0 10-9-8 I 17-8-3 24-6-13 31-3-0 1-5-0 2-0-0 7-4-8 6-10-11 6-10-11 6-8-3 Scale=1:53.4 0.38 I 12 5x6= 17 4x6= 3x5= 3x7 II6x7 I I 5x7 I 344—18 354 6 19 7 8 1 2 3 E v�e � r; 16 15 14 13 12 11 10 4x5 4x5= 3x10 M18AHS= 3x4= 9 6x8 M18AHS= 3x4= 4x6= 2x3 II 2-5-0 7-4-3 14-2-13 21-1-8 28-0-3 31-3-0 2-5-0 4-11-3 6-10-11 6-10-11 6-10-11 3-2-13 Plate Offsets(X,Y)-- [2:0-3-12,0-3-0],[3:0-3-8,0-2-4],[8:0-3-4,0-3-4],[14:0-2-0,0-2-0],[15:0-1-12,0-1-12],[16:0-3-12,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/def Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.23 11-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.47 11-12 >786 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.13 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.10 12 >999 240 Weight:170 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc puffins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except' BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. 1-16,9-17:2x6 DF No.2,8-10:2x4 DF No.2 WEBS 1 Row at midpt 7-10 REACTIONS. (size) 16=0-5-8,9=0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-13(LC 8),9=-2(LC 12) Max Gray 16=1748(LC 1),9=2103(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1516/157,3-4=-3676/349,4-5=-4873/476,5-7=-4133/418,7-8=-1598/210, 8-9=-2079/187 BOT CHORD 15-16=-236/818,14-15=-371/2195,12-14=-562/4758,11-12=-518/4872,10-11=-335/3343 WEBS 2-16=-1698/172,3-14=-136/1724,4-14=-1382/178,5-11=-978/155,7-11=-85/1044, 7-10=-2366/259,8-10=-185/2193,2-15=-187/1797,3-15=-1775/213 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-8-12 to 12-2-6,Exterior(2)12-2-6 to 20-0-10,Corner(3)20-0-10 to 31-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ti� P POFFS 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 � G]NE- c5'j 3)All plates are MT20 plates unless otherwise indicated. ,N �j �2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -,,y 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,9. �' 89200PE p 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. ,410!/�...":" LOAD CASE(S) Standard ~p OREGON 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads Vert:1-119 100,9-16=-10 G/0��Y14,rZfl�� r� Trapezoidal Loads(plf) Vert:19=-100-to-8=-186 MER R I t.t- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-88,9-16=-10 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on Dam2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mit Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360525 22-DD2739 BO2FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:35 2023 Page 2 ID:o1600MhmiShWYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:19=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,9-16=-10 Horz:1-16=14,1-8=-14,8-9=5,8-17=24 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-82,9-16=-10 Horz:1-16=-5,1-8=-6,8-9=-14,8-17=-24 Trapezoidal Loads(plf) Vert:19=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,9-16=-10 Horz:1-16=13,1-8=-14,8-9=4,8-17=16 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-84,9-16=-10 Horz:1-16=-2,1-8=-3,8-9=-9,8-17=16 Trapezoidal Loads(plf) Vert:19=-84-to-8=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-90,9-16=-10 Trapezoidal Loads(plf) Vert:19=-90-to-8=-176 t _ I WARNING-Verify design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19I2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSU PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360526 22-DD2739 BO3DT ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:37 2023 Page 1 I D:8g6siJexr3Je3TE9 W DtkezIB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGK W rCDoi7J4zJ C?f 3-8-13 I 10-7-8 I 17-6-3 I 24-4-13 31-3-8 3-8-13 6-10-11 6-10-11 6-10-11 I 6-10-11 Scale=1:54.2 0.38 12 3x5= 3x6= 5x8 M18AHS II 3x6= 2x3 II4x9= 3x5= 5 16 17 6 7 2 3 15 4 ' i 9 14 13 5x6= 12 11 10 9 8 4x7= 3x4= 3x10 M18AHS= 3x5= 4x7= 3x8 M18AHS II 7-2-3 14-0-13 20-11-8 27-10-3 31-3-8 7-2-3 6-10-11 6-10-11 I 6-10-11 3-5-5 l Plate Offsets(X,Y)— [7:0-2-0,0-1-12],[10:0-2-4,0-1-8],[14:0-2-12,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.27 10-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.56 10-12 >662 240 M18AHS 169/162 BCLL 0.0 Rep Stress InaYES WB 0.96 Horz(CT) 0.15 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.21 12 >999 240 Weight:137 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8:2x4 DF No.1&Btr,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-14,6-9 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=84(LC 11) Max Uplift 14=-1049(LC 32),8=-747(LC 41) Max Gray 14=2333(LC 27),8=2376(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1147/1118,2-3=-4455/2020,3-5=-5663/2307,5-6=-4948/2084,6-7=-2501/1454, 7-8=-2322/911 SOT CHORD 13-14=-1603/3179,12-13=-2352/5340,10-12=-2349/5651,9-10=-1913/4135, 8-9=-1054/1101 WEBS 2-14=-3807/2081,2-13=-1705/2596,3-13=-2365/1696,3-12=-1393/1505, 5-12=-1340/1397,5-10=-1879/1403,6-10=-1287/1915,6-9=-2846/1380,7-9=-1237/2703 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-8-2,Corner(3)19-8-2 to 31-1-12 ��5� P R Fss zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions E� OF shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� G)N E 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 N E �2 3)All plates are MT20 plates unless otherwise indicated. -57 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=1049,8=747. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. /.,� 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review ks ,. 41111111111 loads to verify that they are correct for the intended use of this truss. f 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag YL 4?OREGON jV 7 4 201 loads along bottom chord from 0-0-0 to 31-3-8 for 310.0 plf. /Q P1� LOAD CASE(S) Standard j1/1F R10- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-100,8-14=-10 RENEWAL DATE: 12-31-2023 continued on pane 2 May 22,2023 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIf Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360526 22-DD2739 BO3DT ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:37 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkez169D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-14=-10 Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-14=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-176 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-80,8-14=-10 Horz:1-3=7440,3-15=7440,4-15=7440,4-16=7440,16-17=7440,7-17=7440 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-80-to-7=-145 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-95,8-14=-10 Horz:1-3=-7440,3-15=-7440,4-15=-7440,4-16=-7440,16-17=-7440,6-17=-7440,6-7=-7440 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-95-to-7=-159 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-66,8-14=-10 Horz:1-14=14,1-3=7426,3-15=7426,4-15=7426,4-16=7426,16-17=7426,6-17=7426,6-7=7426,7-8=5 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-66-to-7=-131 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-81,8-14=-10 Horz:1-14=14,1-3=-7454,3-15=-7454,4-15=-7454,4-16=-7454,16-17=-7454,6-17=-7454,6-7=-7454,7-8=5 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-81-to-7=-145 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-75,8-14=-10 Horz:1-14=-5,1-3=7434,3-15=7434,4-15=7434,4-16=7434,16-17=7434,7-17=7434,7-8=-14 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-75-to-7=-139 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Masai(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360526 22-DD2739 BO3DT ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:37 2023 Page 3 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=-89,8-14=-10 Horz:1-14=-5,1-3=-7446,3-15=-7445,4-15=-7446,4-16=-7446,16-17=-7445,6-17=-7446,6-7=-7446,7-8=-14 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-89-to-7=-154 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-66,8-14=-10 Horz:1-14=13,1-3=7426,3-15=7426,4-15=7426,4-16=7426,16-17=7426,6-17=7426,6-7=7426,7-8=4 Drag:8-14=-233 Trapezoidal Loads(plt) Vert:17=-66-to-7=-131 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-81,8-14=-10 Horz:1-14=13,1-3=-7454,3-15=-7454,4-15=-7454,4-16=-7454,16-17=-7454,6-17=-7454,6-7=-7454,7-8=4 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-81-to-7=-145 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-77,8-14=-10 Horz:1-14=-2,1-3=7437,3-15=7437,4-15=7437,4-16=7437,16-17=7437,6-17=7437,6-7=7437,7-8=-9 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-77-to-7=-142 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-92,8-14=-10 Horz:1-14=-2,1-3=-7443,3-15=-7443,4-15=-7443,4-16=-7443,16-17=-7443,6-17=-7443,6-7=-7443,7-8=-9 Drag:8-14=233 Trapezoidal Loads(plt) Vert:17=-92-to-7=-156 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360527 22-DD2739 804 ROOF SPECIAL 21 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:38 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u1TX1aGKWrCDoi7J4zJC?f 3-8-13 6-1-0 10-7-8 17-6-3 17 0 24-3-1 29-8-8 131-3-8 3-8-13 2-4-3 4-6-8 6-10-11 0-1-13 6-7-1 5-5-7 1-7-0 Scale=1:54.2 0.38 12 3x4= 3x8= 3x6= 3x4= 4x9= 2x3 I1 2x3 II = 3 17 4 5 18 19 6 7 8 2 0 9 ' i '1'N it 10 5x5=4x5= 1,1 16 15 14 13 12 5x5 II 3x4= 4x4= 3x5= 3x4= 7x14 M18AHS= 1.41 12 7-2-3 14-0-13 17-8-0 20-10-10 l 27-7-9 29-8-8 31-3-8 7-2-3 6-10-11 3-7-3 3-2-10 6-8-15 2-0-15 1-7-0 Plate Offsets(X,Y)- [7:0-3-8,0-1-8],[11:0-2-8,0-1-12],[13:0-9-12,0-3-0],[15:0-2-0,0-1-8],[16:0-2-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.30 13-14 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.61 13-14 >613 240 M18AHS 145/140 BCDLL 20 0 Rep Stress lncr YES WB 1.00 Horz(CT) 0.11 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.14 13-14 >999 240 Weight:138 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 DF No.2 WEBS 1 Row at midpt 2-16 WEBS 2x4 HF Std REACTIONS. (size) 16=0-5-8,9=Mechanical Max Horz 16=69(LC 9) Max Uplift 16=-7(LC 8),9=-6(LC 12) Max Gray 16=1759(LC 1),9=2117(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3617/336,3-4=-4836/440,4-6=-4754/425,6-7=-2935/252 BOT CHORD 15-16=-313/2340,14-15=-506/4687,13-14=-485/4882,12-13=-486/4891, 11-12=443/4557,10-11=-148/1524,9-10=-144/1505 WEBS 2-16=-2798/306,2-15=-99/1564,3-15=-1379/169,6-12=-3/458,6-11=-1855/213, 7-11=-151/1952,7-9=-2619/233,4-13=-549/66 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-8-2,Comer(3)19-8-2 to 31-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 q k- P ROpeo 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ' G j N (S/ 3)All plates are MT20 plates unless otherwise indicated. (\ {GN `''9 '2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -y .9 5)Refer to girder(s)for truss to truss connections. Ct' 89200 PE f 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. ,:A — • LOAD CASE(S) Standard y OREGON t� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 S Uniform Loads(plf) L/6 -1 y 14 '20 1� Vert:1-19=-100,13-16=-10,10-13=-10,9-10=-10 �P Trapezoidal Loads(plf) �R R L� Vert:19=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 Continued on pane 2 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mu-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360527 22-DD2739 B04 ROOF SPECIAL 21 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:38 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-19=-88,13-16=-10,10-13=-10,9-10=-10 Trapezoidal Loads(plf) Vert:19=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-82,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:19=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:19=-73-to-8=138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-82,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plf) Vert:19=-82-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-90,13-16=-10,10-13=-10,9-10=-10 Trapezoidal Loads(plf) Vert:19=-90-to-8=-176 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360528 22-DD2739 B05 ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:40 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C2f 3-2-13 5.7-0 10-1-8 17-0-3 17T2-0 23-9-1 29-2-8 30-9-8 3-2-13 2-4-3 4-6-8 6-10-11 0-1-13 6-7-1 5-5-7 1-7-0 Scale=1:53.3 0.38 12 3x6= 3x4= 4x8= 2x3 I I 3x4= 3x8= 2x3 I I 3x6= 3 17 4 5 18 19 6 7 8 2 Es - 0 9 .- '''.''--41lNillVAbllIllhiih..... to N N ,: V ,,00l0000lool/IIIIII"Not. 0 �',r 10 O 4x4= '9 11 5x5= 1- MI I mi Sx5= 12 16 15 14 13 3x4= 3x5= 3x5= 3x4= 5x10 M18AHS= 1.41 12 6-8-3 I 13-6-13 I 17-2-0 20-4-10 27-1-9 l 29-2-8 l 30-9-8 6-8-3 6-10-11 3-7-3 3-2-10 6-8-15 2-0-15 1-7-0 Plate Offsets(X,Y)— [2:0-2-12,0-1-8],[7:0-2-12,0-1-8],[9:0-1-12,0-1-12],[11:0-2-0,0-2-8],[13:0-5-12,0-3-01[15:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.29 13-14 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert CT -0.59 13-14 >620 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.13 13-14 >999 240 Weight:136 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. WEBS 2x4 HF Std REACTIONS. (size) 16=0-5-8,9=Mechanical Max Horz 16=69(LC 9) Max Uplift 16=-7(LC 8),9=-6(LC 12) Max Gray 16=1733(LC 1),9=2089(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3358/322,3-4=-4664/435,4-6=-4644/425,6-7=-2887/254 BOT CHORD 15-16=-290/2033,14-15=-499/4474,13-14=-485/4750,12-13=-485/4758, 11-12=-446/4474,10-11=-149/1504,9-10=-145/1486 WEBS 2-16=-2579/291,2-15=-112/1624,3-15=-1437/178,6-12=0/433,6-11=-1816/214, 7-11=-152/1914,7-9=-2585/235,4-13=-532/65 ' NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-7-12 to 12-1-6,Exterior(2)12-1-6 to 19-8-2,Corner(3)19-8-2 to 31-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ti'?\ P R OF - 3)All plates are MT20 plates unless otherwise indicated. ��\�` ��G 1 N E-R s/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. .9 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,9. 89200 PE A-- 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 0#'1' 411111P LOAD CAS Standard Ill-7/— OREGON Q 1)Dead Snow+ (balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-100,13-16=-10,10-13=-10,9-10=-10 /0 y 1 4,29 `j,1 Trapezoidal Loads(plf) Vert:19=-100-to-8=-186R A L L 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-88,13-16=-10,10-13=-10,9-10=-10 RENEWAL DATE: 12-31-2023 May 22,2023 continued on oaae 2 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSiiTPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360528 22-DD2739 B05 ROOF SPECIAL 4 1 Job Reference(optional) -- Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:40 2023 Page 2 I D:8g6sYjJexr3Je3TE9 W DtkezI B9D-RfC?PsB70Hg3NSg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:19=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-82,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:19=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-73,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:19=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-82,13-16=-10,10-13=-10,9-10=-10 Horz:1-16=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plf) Vert:19=-82-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-90,13-16=-10,10-13=-10,9-10=-10 Trapezoidal Loads(plf) Vert:19=-90-to-8=-176 4 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 B06 ROOF SPECIAL 1 1 R76360529 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:41 2023 Page 1 ID:o1600MhmiShWYm3fr7uzb zkgs3-RfC?PsB70Hg3NSgpgnL8w3u3TXbGKWrCDoi7J4zJC?f 3-8-13 10-7-8 17-6-3 24-4-13 3-8-13 6-10-11 6-10-11 6-10-11 31-3-8 I 6-10-11 Scale=1:52.5 0.38 12 3x6= 3x5= 4x6= 3x4= 3x4= 2x3 I 3x7= 2 3 15 4 5 1617 6 7 1@I o 14 13 3x5= 12 11 10 g 8 3x5= 3x10 M18AHS= 3x4= 3x4= 4x6= 2x3 7-2-3 14-0-13 27-10-3 31-3-8 7-2-3 6-10-11 6-10-11 6-10-11 3-5-5 Plate Offsets(X,Y)— [7:0-2-12,0-2-0],[8:Edge,0-3-8],[9:0-2-12,0-2-4],[13:0-2-0,0-1-8],[14:0-2-4,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.15 TC 0.91 Vert LL -0.27 10-11 >999 360 MT20 185/148 (Roof Snow=25.0) ( ) TCDL 25.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.56 10-11 >663 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.15 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.12 11 >999 240 Weight:137 lb FT=0%u LUMBER- BRACING- TOP CHORD' 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8,7-9:2x4 DF No.2 WEBS 1 Row at midpt 2-14,6-9 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=84(LC 9) Max Uplift 14=-8(LC 8),8=6(LC 12) Max Gray 14=1753(LC 1),8=2088(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3604/335,3-4=-4802/441,4-6=-4128/378,6-7=-1681/167,7-8=-2060/179 BOT CHORD 13-14=-331/2327,11-13=-521/4670,10-11=-501/4820,9-10=-345/3382 WEBS 2-14=-2809/304,2-13=-99/1564,3-13=-1372/169,4-10=-924/138,6-10=-70/995, 6-9=-2329/253,7-9=-185/2255 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.Opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-8-2,Comer(3)19-8-2 to 31-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ��d P R OF� 3)All plates are MT20 plates unless otherwise indicated. ' ' ( �'� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \� N N �/9 /0� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. jt,r 17 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. /'�. LOAD CASE(S) Standard `U `' • _ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • • AZ Uniform Loads(plf) yG iliOREGON �� Vert:1-17=-100,8-14=-10 Trapezoidal Loads(plf) /0 "4)'1 4,2°' Vert:17=-100-to-7=-183 �Q' 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �R R ILA_ Uniform Loads(plf) Vert:1-17=-88,8-14=-10 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiT®k" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 B06 ROOF SPECIAL 1 1 R76360529 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8 Job Reference(optional) .630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:41 2023 Page 2 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-150 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5 Trapezoidal Loads(pit) Vert:17=-73-to-7=-136 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:17=-82-to-7=-144 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:17=-73-to-7=-136 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9 Trapezoidal Loads(plf) Vert:17=-84-to-7=-147 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-14=-10 Trapezoidal Loads(pit) Vert:17=-90-t o-7=-173 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ii is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iUliTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 BO7DT R76360530 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:43 2023 Page 1 I D:o1600Mh m iSh W Ym3fr7uzb_zkgs3-RfC?PsB70Hg3 NSg Pci n L8w3u ITXbGKW rCDoi 7J4zJC?f i 3-8-13 10-7-8 17-6-3 24-4-13 31-2-0 3-8-13 6-10-11 6-10-11 6-10-11 6-9-3 Scale=1:52.2 0.38 12 3x6= 3x6= 4x5= 2x3 II 4x9= 3x5=15 3x5= 17 6 7 3 4 5 16 1 2 I9J -7 ii /X/ sisi jri 4 14 13 12 11 10 g 8 5x6= 4x7= 3x10 M18AHS= 3x4= 3x5= 4x7— 4x5II 7-2-3 14-0-13 I 7-2-3 6-10-11 26-01�to 27-10-3 31-2-0 6-10-11 3-3-13 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[8:Edge,0-3-8],[10:0-2-4,0-1-8],[14:0-3-0,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.25 10-11 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.52 10-11 >706 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.13 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.19 11 >999 240 Weight:137 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-14,6-9 7-8,7-9:2x4 DF No.2 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=84(LC 9) Max Uplift 14=-1049(LC 32),8=-748(LC 41) Max Gray 14=2322(LC 27),8=2349(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1140/1130,2-3=-4423/2016,3-4=-5597/2299,4-6=-4868/2073,6-7=-2406/1437, 7-8=-2322/918 BOT CHORD 13-14=-1602/3156,11-13=-2345/5451,10-11=-2339/5426,9-10=-1901/4057, 8-9=-1009/1032 WEBS 2-14=-3815/2088,2-13=-1702/2585,3-13=-2344/1694,3-11=-1392/1497, 4-11=-1338/1400,4-10=-1879/1403,6-10=-1286/1913,6-9=-2873/1387,7-9=-1231/2720 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-3-4 to 11-8-14,Exterior(2)11-8-14 to 19-8-2,Corner(3)19-8-2 to 31-1-12 ��(} {�R OFF zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \� NG j N �,sJ� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. 9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ct 89200PE l 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=1049,is 8=748. �/ 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �p � 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review I' -- loads to verify that they are correct for the intended use of this truss. • c`8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag -7L OREGONNN loads along bottom chord from 0-0-0 to 31-2-0 for 310.0 plf. '/ /0 y LOAD CASE(S) Standard nj 4'2� �P� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �Jl R I 0 Uniform Loads(plf) Vert:1-17=-100,8-14=-10 RENEWAL DATE: 12-31-2023 .9ontinued on oaae 2 May 22,2023 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 BO7DT ROOF SPECIAL 1 1 R76360530 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:43 2023 Page 2 I D:o1600MhmiSh W Ym3fr7uzb_zkgs3-RfC?Ps870 Hg3NSgPgnL8w3u ITXbG K W rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-100-to-7=-183 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-14=-10 Trapezoidal Loads(plf) Vert:17=-88-to-7=-150 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:17=-73-to-7=-136 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:17=-82-to-7=-144 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:17=-73-to-7=-136 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9 Trapezoidal Loads(plf) Vert:17=-84-to-7=-147 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-14=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-173 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-80,8-14=-10 Horz:1-4=7440,4-16=7440,5-16=7440,5-17=7440,7-17=7440 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-80-to-7=-142 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-95,8-14=-10 Horz:1-4=-7440,4-16=-7440,5-16=-7440,5-17=-7440,7-17=-7440 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-95-to-7=-157 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-66,8-14=-10 Horz:1-14=14,1-4=7426,4-16=7426,5-16=7426,5-17=7426,7-17=7426,7-8=5 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-66-to-7=-128 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-81,8-14=-10 Horz:1-14=14,1-4=-7454,4-16=-7454,5-16=-7454,5-17=-7454,7-17=-7454,7-8=5 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-81-to-7=-143 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-75,8-14=-10 Horz:1-14=-5,1-4=7434,4-16=7434,5-16=7434,5-17=7434,7-17=7434,7-8=-14 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-75-to-7=-137 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIrP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Oty Ply Mario's-Hampton Apts R76360530 22-DD2739 BO7DT ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:43 2023 Page 3 ID:o1600MhmiSh WYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=-89,8-14=-10 Horz:1-14=-5,1-4=-7446,4-16=-7445,5-16=-7445,5-17=-7446,7-17=-7446,7-8=-14 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-89-to-7=-151 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-66,8-14=-10 Horz:1-14=13,1-4=7426,4-16=7426,5-16=7426,5-17=7426,7-17=7426,7-8=4 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-66-to-7=-128 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-81,8-14=-10 Horz:1-14=13,1-4=-7454,4-16=-7454,5-16=-7454,5-17=-7454,7-17=-7454,7-8=4 Drag:8-14=233 Trapezoidal Loads(plf) Veit 17=-81-to-7=-143 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-77,8-14=-10 Horz:1-14=-2,1-4=7437,4-16=7437,5-16=7437,5-17=7437,7-17=7437,7-8=-9 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-77-to-7=-139 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-92,8-14=-10 Horz:1-14=-2,1-4=-7443,4-16=-7443,5-16=-7443,5-17=-7443,7-17=-7443,7-8=-9 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-92-to-7=-154 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 BO8DT R76360531 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:44 2023 Page 1 ID:o1600MhmiShWYm3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3uI rCDoi7J4zJC?f 3-8-13 10-7-8 17-6-3 24-4-13 30-0-12 3-8-13 6-10-11 6-10-11 6-10-11 5-7-15 Scale=1:50.3 0.38 12 3x5= 3x5= 3x6= 3x6= 4x5 II 2x3 I 4x9= 3 15 4 16 5 17 6 7 2 : iS 14 13 12 11 10 9 8 5x6= 4x7= 3x10 M18AHS= 3x4= 3x5= 5x6= 4x5 7-2-3 14-0-13 20-11-8 27-10-3 30-0-12 7-2-3 6-10-11 6-10-11 6-10-11 2-2-9 Plate Offsets(X,Y)— [7:0-1-12,0-2-0],[8:Edge,0-3-8],[9:0-3-0,0-2-0],[10:0-2-4,0-1-8],[14:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert LL -0.23 11 >999 360 MT20 185/148 (Roof Snow=25.0) ( ) TCDL 25.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.48 10-11 >738 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.14 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.18 11 >999 240 Weight:132 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. WEBS 1 Row at midpt 2-14,6-9 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=83(LC 9) Max Uplift 14=-1041(LC 32),8=-751(LC 41) Max Gray 14=2256(LC 27),8=2258(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1140/1130,2-3=-4226/1987,3-4=-5250/2238,4-6=-4378/1974,6-7=-1844/1304, 7-8=-2232/913 BOT CHORD 13-14=-1589/3051,11-13=-2301/5170,10-11=-2262/5164,9-10=-1780/3489, 8-9=-662/678 WEBS 2-14=-3693/2076,2-13=-1685/2476,3-13=-2240/1677,3-11=-1393/1460, 4-11=-1333/1432,4-10=-1924/1410,6-10=-1294/1958,6-9=-2851/1387,7-9=-1047/2300 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-7-4 to 12-0-14,Exterior(2)12-0-14 to 18-10-14,Corner(3)18-10-14 to 30-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � p P RQFFS 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �\c0� ��G I N E�9 s/Q 3)All plates are MT20 plates unless otherwise indicated. 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Lt,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4 gg200 PE pc— 14=1041,8=751. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review ,� loads to verify that they are correct for the intended use of this truss. '� 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag • EG loads along bottom chord from 0-0-0 to 30-0-12 for 310.0 plf. 9 ORON i LOAD CASE(S) Standard Gjd ✓/q)'j4 24� P��1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �R R I L� Qj Uniform Loads(plf) Vert:1-17=-100,8-14=-10 Trapezoidal Loads(plf) Vert:17=-100-to-7=-177 RENEWAL DATE: 12-31-2023 continued on oaae 2 May 22,2023 mut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _,_ Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360531 22-DD2739 BO8DT ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:45 2023 Page 2 I D:o16OOMhmiS h W Ym3fr7uzb_zkgs3-RfC?PsB70Hg3NSgPgnL8w3u ITXbG K W rCDoi7J4zJC?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-14=-10 Trapezoidal Loads(plf) Vert:17=-88-to-7=-145 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Veil:17=-73-to-7=-131 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-14=-10 Horz:1-14=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:17=-82-to-7=-140 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber lncrease=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-14=-10 Horz:1-14=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:17=-73-to-7=-131 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-14=-10 Horz:1-14=-2,1-7=-3,7-8=-9 Trapezoidal Loads(plf) Vert:17=-84-to-7=-142 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-14=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-167 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-80,8-14=-10 Horz:1-3=7440,3-15=7440,4-15=7440,4-16=7440,5-16=7440,5-17=7440,7-17=7440 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-80-to-7=-138 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-95,8-14=-10 Harz:1-3=-7440,3-15=-7440,4-15=-7440,4-16=-7440,5-16=-7440,5-17=-7440,7-17=-7440 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-95-to-7=-152 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-66,8-14=-10 Horz:1-14=14,1-3=7426,3-15=7426,4-15=7426,4-16=7426,5-16=7426,5-17=7426,7-17=7426,7-8=5 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-66-to-7=-124 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-81,8-14=-10 Horz:1-14=14,1-3=-7454,3-15=-7454,4-15=-7454,4-16=-7454,5-16=-7454,5-17=-7454,7-17=-7454,7-8=5 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-81-to-7=-138 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-75,8-14=-10 Horz:1-14=-5,1-3=7434,3-15=7434,4-15=7434,4-16=7434,5-16=7434,5-17=7434,7-17=7434,7-8=-14 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-75-to-7=-132 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tY�S A'T®1� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360531 22-DD2739 BO8DT ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:45 2023 Page 3 I D:o1600M h m iSh W Ym3fr7uzb_zkgs3-RfC?PsB70 Hq 3NSg PgnL8w3u ITXbGKW rCDoi 7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-17=-89,8-14=-10 Horz:1-14=-5,1-3=-7446,3-15=-7445,4-15=-7446,4-16=-7446,5-16=-7445,5-17=-7446,7-17=-7446,7-8=-14 Drag:8-14=233 Trapezoidal Loads(plf) Vert:17=-89-to-7=-147 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-66,8-14=-10 Horz:1-14=13,1-3=7426,3-15=7426,4-15=7426,4-16=7426,5-16=7426,5-17=7426,7-17=7426,7-8=4 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-66-to-7=-124 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-81,8-14=-10 Horz:1-14=13,1-3=-7454,3-15=-7454,4-15=-7454,4-16=-7454,5-16=-7454,5-17=-7454,7-17=-7454,7-8=4 Drag:8-14=233 Trapezoidal Loads(pit) Vert:17=-81-to-7=-138 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-77,8-14=-10 Horz:1-14=-2,1-3=7437,3-15=7437,4-15=7437,4-16=7437,5-16=7437,5-17=7437,7-17=7437,7-8=-9 Drag:8-14=-233 Trapezoidal Loads(plf) Vert:17=-77-to-7=-135 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-92,8-14=-10 Horz:1-14=-2,1-3=-7443,3-15=-7443,4-15=-7443,4-16=-7443,5-16=-7443,5-17=-7443,7-17=-7443,7-8=-9 Drag:8-14=233 Trapezoidal Loads(plt) Vert:17=-92-to-7=-149 WARNING-Verifydesign® g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360532 22-DD2739 B09 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:46 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?Ps870Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 3-8-13 5-8-10 10-7-8 11-5-4 3-8-13 I 1-11-13 4-10-14 I 0-9-12 0.38 12 Scale=1:20.7 3x4= 3x4= 3x5 II 2x3 II 2 3 4 6 5 7 3x4= 3x4= 3x4= 7-2-3 11-5-4 7-2-3 4-3-1 Plate Offsets(X,Y)- [4:0-2-12,0-1-8],[7:0-1-8,0-1-8] LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.05 6-7 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 6-7 >999 240 Weight:54 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=Mechanical,5=Mechanical Max Horz 7=68(LC 9) Max Uplift 7=-8(LC 8) Max Gray 7=613(LC 1),5=613(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-529/146,4-5=-202/493 BOT CHORD 6-7=-292/702,5-6=-122/279 WEBS 3-5=-1119/409,2-7=-828/297,3-6=-69/333 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 90 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. CC R�FFs 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � � NGI NE. tP/„� `� 89200PE r 'y OREGON cc/ L/0M Y14 201�P . RRIL\- RENEWAL DATE: 12-31-2023 May 22,2023 Ipin A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. w Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milia IC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 BO9FP MONOPITCH 2 1 R76360533 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:47 2023 Page 1 ID:8e6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPcinL8w3u ITXbGKWrCDoi7J4zJC?f 2-4-6 4-4-6 5-8-10 10-7-8 11-5-4 2-4-6 2-0-0 1-4-4 4-10-14 0-9-12 0.38 12 Scale=1:20.7 3x7 I I 3x5= 3x4 I I 3x4 II 6x6 11 3 4 5 1 2 o —0 • i , 8 7 6 3x4 I I 3x7= 9 5x8 M18AHS= 5x5= I3-4-6 1 7-2-3 11-5-4 3-4-6 3-9-13 4-3-1 Plate Offsets(X,V)- [2:0-4-4,0-3-0],[3:0-4-4,0-1-8],[4:0-2-4,0-1-8],[6:0-2-8,0-3-0],[8:0-1-12,0-1-8],[9:Edge,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.01 7-8 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.02 7-8 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7-8 >999 240 Weight:66 lb FT=0%u LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 3-5-4 oc bracing. 2-9:2x4 DF No.2 REACTIONS. (size) 9=Mechanical,6=Mechanical Max Horz 9=66(LC 9) Max Uplift 9=-3000(LC 29),6=-1019(LC 29) Max Gray 9=3669(LC 28),6=1688(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3697/3038,3-4=-2455/1858,5-6=-123/283 BOT CHORD 8-9=-2767/3253,7-8=-3327/4136,6-7=-234/491 WEBS 4-6=-1809/882,2-9=-4673/3988,3-7=-2234/1954,4-7=-2043/2473,2-8=-1648/2105, 3-8=-2060/1674 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. ' '��� P R�r1C 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. ��G(N �R fO� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'Q -9 9=3000,s=tots. 89200PE r- 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)26,27,28,29 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at '111115 •'� : saig . 4-4-6,and 2344 lb down and 2344 lb up at 2-4-6 on top chord. The design/selection of such connection device(s)is the 0 Q responsibility of others. y OREGON �C/ 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). G/d q y 14'2Oa -k-.� LOAD CASE(S) Standard Except: q 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 V` R R }- Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) RENEWAL DATE: 12-31-2023 May 22,2023 *continued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ., a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360533 22-DD2739 BO9FP MONOPITCH 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:47 2023 Page 2 ID:8g6sYJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Concentrated Loads(Ib) Vert:2=-2344(F)3=2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=-2344(F) 28)User defined:Lumber Increase=2.00,Platelncrease=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=-2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(lb) Vert:2=2344(F)3=2344(F) t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Y a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360534 22-DD2739 BO9FPALT MONOPITCH 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:48 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 2-4-6 4-4-6 5-8-10 10-7-8 11-5-4 2-4-6 2-0-0 I 1-4-4 4-10-14 I 0-9-12 0.38 12 Scale=1:20.7 3x7 I I 3x5= 3x4 I I 3x4 6x6 II 3 4 5 2 a e \ 1d 8 7 3x4= 3x4= 6 9 5x8 M18AHS= 5x5= 3-4-6 7-2-3 113-1 I I 3-4-6 3-9-13 4_3-1 Plate Offsets(X,Y)-- [9:0-3-0,0-2-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.01 7-8 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 7-8 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress InaNO WB 0.21 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7-8 >999 240 Weight:65 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=Mechanical,6=Mechanical Max Horz 9=66(LC 11) Max Uplift 9=-7(LC 8) Max Gray 9=613(LC 1),6=613(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-604/183,3-4=-546/160,5-6=-125/282 BOT CHORD 8-9=-205/443,7-8=-291/751 WEBS 4-6=-898/333,2-9=-622/197,3-7=-285/139,4-7=-101/369,2-8=-120/419,3-8=-388/148 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Rr pen 5)Refer to girder(s)for truss to truss connections. (- P R Q 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. ��\C, �NGI N! - 0 O 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9 `r 89200PE r 9 . .4..-M ��' G'Q�'Y 14,201�P+� RENEWAL DATE: 12-31-2023 May 22,2023 4 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. --,. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360535 22-DD2739 B11 Roof Special 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:49 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 4-3-0 10-8-8 4-3-0 I 6 5-8 I 14-2-12 I 3-6-4 NOTE: 2X6 FLAT TOP CHORD MAY HAVE 1.5"MAX RIP. DO NOT CUT PLATES Scale=1:24.3 PLATES TO BE FULLY EMBEDDED AND UNDISTURBED. 0.38 •12 3x4= 2x3 II 3x4 II 6x8 M18AHS= 3 4 7• V 12m N 3x4= 6 NOTE: EXERCISE EXTREME CAUTION WHEN CUTTING2X6 TOP CHORD. 5 7CUT MUST BE CLEANLY MADE WITHOUT OVER-CUTTING. 3x4= 3x4= TOP CHORD MUST BE FREE OF IMPERFECTIONS SUCH AS SPLITS,CHECKS,AND SHAKE IN THIS AREA. MAX.VERTICAL CUT =00-01-08 4-3-0 7-5-12 4-3-0 3-2-12 16 9-002 Plate Offsets(X,Y)- [2:0-2-8,0-2-0],[5:0-1-12,0-1-8],[7:0-1-8,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.05 6-7 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.08 6-7 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code IBC2018ITPI2014 Matrix-R Wind(LL) 0.02 6 >999 240 Weight:66 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 1.6E*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, 2-4:2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (size) 7=Mechanical,5=Mechanical Max Horz 7=71(LC 9) Max Uplift 7=-7(LC 8) Max Gray 7=767(LC 1),5=767(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-960/222 BOT CHORD 6-7=-345/1015,5-6=-255/805 WEBS 2-7=-1145/341,3-6=-18/265,3-5=-1013/302 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. ���c P R QF�s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \�", �NG I N E.�R ujO 6)Refer to girder(s)for truss to truss connections. 4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. Lt,/ 17 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • pL OREGON tV� E.R R I t-V- RENEWAL DATE: 12-31-2023 May 22,2023 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360536 22-DD2739 CO1 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:50 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGK W rCDoi7J4zJC?f 2-0-11 7-11-4 5- 14-10-6 21-3-3 1 23-2-12 27-8-1 3 5-15 1 2-0-11 5-10-9 6 6-4-14 6-4-14 1-11-9 4-5-5 1 3-5-15 Scale=1:53.0 5x8 M18AHS= 5x5= 17 16 0.38 FT 5x7= 4x12= 4x14= 3x8= 3x4= 3x12= 7 0 1 2 3 18 4 5 19 6 vi oi N Ai-1 15 14 13 12 11 10 K 4x8= 5x10 M18AHS= 3x4= 9 6x12 M18AHS= 4x12= 4x6= 4x8= 5-3-1 11-7-15 18-0-13 24-5-10 31-2-0 5-3-1 6-4-14 6-4-14 6-4-14 1 6-8_6 1 Plate Offsets(X,Y)— [1:0-3-8,0-2-8],[3:0-3-12,0-1-8],[8:0-2-3,Edge],[12:0-2-0,0-2-0],[14:0-3-8,0-2-8],[15:0-3-0,0-1-12] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.96 12-13 >386 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -1.43 12-13 >257 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.19 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.22 12-13 >999 240 Weight:188 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins, BOT CHORD 2x6 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 15-16,9-17:2x6 DF No.2,2-14,7-10:2x4 DF No.2 WEBS 1 Row at midpt 3-14,7-9,6-10 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=210(LC 9) Max Uplift 15=-23(LC 8),9=-8(LC 12) Max Gray 15=2769(LC 1),9=2769(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-285/72,1-2=-848/286,2-3=-8995/685,3-4=-13547/816,4-6=-12506/712, 6-7=-7512/518,7-8=-358/153,8-9=-302/57 BOT CHORD 14-15=-761/4730,13-14=-1072/12749,12-13=-1002/14108,10-12=-725/10925, 9-10=-292/4401 WEBS 2-14=-338/4481,2-15=-4528/333,3-14=-4070/389,7-9=-4730/315,3-13=-54/835, 4-13=-645/151,4-12=-1791/205,6-12=-103/1762,6-10=-3883/329,7-10=-223/3587 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-5-10,Corner(3)19-5-10 to 30-11-4 ��R ,Q P R OE�s zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� LNG N E�9 `z., 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 2 3)All plates are MT20 plates unless otherwise indicated. p 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' 8g200 PE 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for I j' the intended use of this truss. LOAD CASE(S) Standard 9L 4iOREGON N ./ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) <0 Xl Y 14,2Q t,i ��f� Vert:1-8=-170,9-15=-10 n 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R,Ll Uniform Loads(plf) Vert:1-8=-140,9-15=-10 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. II Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360536 22-DD2739 CO1 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:50 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3utTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-126,9-15=-10 Horz:1-15=14,1-16=24,1-8=-14,8-9=5,8-17=16 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-135,9-15=-10 Horz:1-15=-5,1-16=-16,1-8=-6,8-9=-14,8-17=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-126,9-15=-10 Horz:1-15=13,1-16=-16,1-8=-14,8-9=4,8-17=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-137,9-15=-10 Horz:1-15=-2,1-16=-16,1-8=-3,8-9=-9,8-17=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-160,9-15=-10 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing • \MT®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IY9" R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 CO2 Roof Special 4 1 R76360537 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:51 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pcin L8w3u ITXbGK W rC Doi7J4zJC?f 2-0-11 7-11-4 $5- 14-10-6 21-3-3 l 23-2-12 27-8-1 31-2-0 2-0-11 5-10-9 d-6JI 6-4-14 6-4-14 1-11-9 4-5-5 3-5-15 Scale=1:53.3 6x6= 6 0.38 12 5x7= 3x9= 4x12= 3x4 II 5x8 M18AHS= 3x7= 344_ 5 18 6 7 8 1 2 3 17 u; eo u iN CV 15 14 13 12 11 10 9 4x8= 4x14= 7x14 M18AHS WB= 4x5= 4x10= 3x4= 4x8 M18AHS= 5-3-1 I 11-7-15 18-0-13 24-5-10 l 31-2-0 5-3-1 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)— [1:0-1-13,Edge],[2:0-3-0,0-2-8],[3:0-3-4,0-1-8],[11:0-2-0,0-2-0],[14:0-6-12,0-2-4],[15:0-3-12,0-2-0] TCLL LOADING (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.93 11-13 >397 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -1.47 11-13 >252 240 M18AHS 145/140 BCLL 0.0 Rep Stress InaNO WB 0.81 Horz(CT) 0.20 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.24 11-13 >999 240 Weight:184 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 1.6E`Except` TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc pudins, 1-5:2x6 DF 2400F 2.0E except end verticals. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 3-14,6-10,7-9 15-16:2x6 DF No.2,2-14,7-10,7-9:2x4 DF No.2 OTHERS 2x4 HF Std REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=165(LC 9) Max Uplift 15=-17(LC 8),9=-14(LC 12) Max Gray 15=2536(LC 1),9=2536(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-738/292,2-3=-8250/747,3-4=-12442/933,4-6=-11489/809,6-7=-6991/470 BOT CHORD 14-15=-659/4313,13-14=-1033/11693,11-13=-1012/12946,10-11=769/10063, 9-10=-333/4132 WEBS 2-14=-318/4136,2-15=-4181/359,3-14=-3733/371,3-13=-37/785,4-13=-579/134, 4-11=-1629/184,6-11=-86/1589,6-10=-3495/306,7-10=-192/3297,7-9=-4614/366 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-6-10,Corner(3)19-6-10 to 31-0-4 �4�� PR O,CFS zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions � G I N S/ shown;Lumber DOL=1.60 plate grip DOL=1.60 N fiR �2 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �CI -9 3)All plates are MT20 plates unless otherwise indicated. 89200PE 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. • 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 74. OREGON �ct LOAD CASE(S) Standard ,p'Ljq Y 14 2°1t`P+.� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-155,9-15=-10 Erb R Lk- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-129,9-15=-10 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 i Roseville,CA 95661 Job Truss Truss Type Oty Ply Mario's-Hampton Apts R76360537 22-D02739 CO2 Roof Special 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:51 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-114,9-15=-10 Horz:1-15=14,1-16=24,1-8=-14,8-9=5 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-123,9-15=-10 Horz:1-15=-5,1-16=-24,1-8=-6,8-9=-14 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-114,9-15=-10 Horz:1-15=13,1-16=-16,1-8=-14,8-9=4 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-126,9-15=-10 Horz:1-15=-2,1-16=-16,1-8=-3,8-9=-9 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-145,9-15=-10 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1114 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1yliT®kt is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360538 22-DD2739 CO3 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:52 2023 Page 1 ID:Bg6sYjJexr3Je3TE9WDtkezIB9D-RfC?Ps870Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f 2-0-11 7-9-12 7 14-10-6 21-3-3 22-10-4 27-8-1 30-8-0f I2-0-11 5-9-1 0--12 6-4-14 6-4-14 1-7-1 4-9-13 2-11-15 Scale=1:50.8 3x7= 1 0.38 t2 _ 4x6= 3x6= 3x8= 3x4 II 3x10= 3x5= 344 5 19 6 7 8 1 2 3 17 18 m N 14 13 12 11 10 15 4x6= 5x9— 3x4= 6x10 M18AHS= 3x5= 4x7— 4x5= 5-3-1 11-7-15 l 18-0-12 24-5-10 30-8-0 5-3-1 6-4-14 6-4-14 6-4-14 6-2-6 Plate Offsets(X,Y)-- [1:0-3-0,0-2-8],[2:0-4-12,0-1-8],[7:0-3-12,0-1-8],[10:0-3-8,0-2-4],[14:0-4-8,0-2-12] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.59 11-13 >613 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -1.20 11-13 >303 240 M18AHS 169/162 BCLL 0.0 Rep Stress lncr NO WB 0.72 Horz(CT) 0.17 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.28 11-13 >999 240 Weight:179 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins, 1-5:2x6 DF 1800F 1.6E except end verticals. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing. WEBS 2x4 HF Std*Except* 15-16:2x6 DF No.2,2-14,7-10:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=165(LC 11) Max Uplift 15=-17(LC 8),9=-14(LC 12) Max Gray 15=2074(LC 1),9=1721(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-554/292,2-3=-6221/752,3-4=-8847/933,4-6=-7806/798,6-7=-4497/444 BOT CHORD 14-15=-660/3473,13-14=-1037/8579,11-13=-1007/8935,10-11=-752/6674, 9-10=-295/2439 WEBS 2-14=-320/2882,2-15=-3493/361,3-14=-2561/374,3-13=-33/559,4-11=-1257/192, 6-11=-92/1267,6-10=-2475/316,7-10=-206/2374,7-9=-2834/337 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-0-10,Corner(3)19-0-10 to 30-6-4 ��0 PR 0F Fss zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions 0shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� N G]N E 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 (/2 3)All plates are MT20 plates unless otherwise indicated. -57 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ct' 89200PE 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. • 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard A_ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 G/0"/q y 4 2��A�'` Uniform Loads(plf) Vert:8-17=-100,9-15=-10 Trapezoidal Loads(plf) E�R l Vert:1=-186-to-17=-100 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 nued on nacre 2 _ I VerifyA WARNING- design a.. g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding Me fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 .. __. Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360538 22-DD2739 CO3 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:52 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?Ps870Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:8-17=-88,9-15=-10 Trapezoidal Loads(plf) Vert:1=-152-to-17=-88 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-10 Horz:1-15=14,1-16=24,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:1=-138-to-17=-73 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-82,9-15=-10 Horz:1-15=-5,1-16=-24,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:1=-146-to-17=-82 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-10 Horz:1-15=13,1-16=-16,1-8=-14,8-9=4 Trapezoidal Loads(pit) Vert:1=-138-to-17=-73 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-84,9-15=-10 Horz:1-15=-2,1-16=-16,1-8=-3,8-9=-9 Trapezoidal Loads(plf) Vert:1=-149-to-17=-84 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-90,9-15=-10 Trapezoidal Loads(plf) Vert:1=-176-to-17=-90 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360539 22-DD2739 C04 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:53 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?Ps670Hg3NSgpgnL8w3ulTXbGKW rCDoi7J4zJC?f 3-7-15 I 10-0-12 16-5-10 22-10-7 29-3-5 32-3-4 3-7-15 6-4-14 6-4-14 6-4-14 6-4-14 I 2-11-15 Scale=1:53.8 6x7 I I 0.38 12 6 4x6= 3x7= 3x8= 3x4 I I 6x8 M18AHS= 3x4= 3x4= 5 6 7 8 1 2 3 17 18 4 th 1 N 15 14 13 12 11 10 9 4x10= 3x7= 6x12 M18AHS= 3x6= 4x8= 4x5— 3x4= 6-10-6 13-3-3 19-8-1 26-0-14 I 32-3-4 6-10-6 6-4-14 6-4-14 6-4-14 6-2-6 Plate Offsets(X,Y)-- [1:0-5-8,0-1-12],[2:0-2-12,0-2-8],[6:0-3-4,0-1-8],[7:0-3-8,0-1-8],[10:0-4-0,0-2-4],[11:0-2-4,0-1-8],[15:Edge,0-2-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.73 11-13 >528 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -1.47 11-13 >260 240 M18AHS 145/140 BCLL 0,0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.34 11-13 >999 240 Weight:188 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2400F 2.0E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-12:2x6 DF 1800F 1.6E 1-4-12 oc bracing:11-13. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-15 15-16:2x6 DF No.2,2-14,7-10:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=166(LC 11) Max Uplift 15=-17(LC 8),9=-14(LC 12) Max Gray 15=2165(LC 1),9=1806(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-504/44,1-2=-803/367,2-3=-7960/842,3-4=-9983/966,4-6=-8459/797, 6-7=4787/435 BOT CHORD 14-15=-827/5955,13-14=-1089/9977,11-13=-1015/9800,10-11=-741/7136, 9-10=-286/2560 WEBS 2-15=-5432/534,2-14=-212/2130,3-14=-2189/330,3-13=-20/319,4-11=-1492/203, 6-11=-102/1483,6-10=-2670/315,7-10=-206/2571,7-9=-3027/328 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 20-7-14,Comer(3)20-7-14 to 32-1-8 � EQ R�� 5, zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �� (N tSj shown;Lumber DOL=1.60 plate grip DOL=1.60 ,\ �N �9 Q� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 "Y 3)All plates are MT20 plates unless otherwise indicated. Ct 89200PE t' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. +' 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "'ea j� 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for (a the intended use of this truss. 0OREGON j t LOAD CASE(S) Standard L, �tq�,7 2°N 4� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(plf) `1w Q Vert:8-17=-100,9-15=-10 Vf E.R R I(..`- Trapezoidal Loads(pIf) Vert:1=-186-to-17=-100 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/17/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360539 22-DD2739 C04 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:53 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-88,9-15=-10 Trapezoidal Loads(plf) Vert:1=-152-to-17=-88 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-10 Horz:1-15=14,1-16=24,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:1=-138-to-17=-73 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-82,9-15=-10 Horz:1-15=-5,1-16=-24,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:1=-146-to-17=-82 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-10 Horz:1-15=13,1-16=-16,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:1=-138-to-17=-73 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-84,9-15=-10 Horz:1-15=-2,1-16=-16,1-8=-3,8-9=-9 Trapezoidal Loads(plf) Vert:1=-149-to-17=-84 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-90,9-15=-10 Trapezoidal Loads(plf) Vert:1=-176-to-17=-90 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19l2020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP91 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 ___ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360540 22-DD2739 C05 ROOF SPECIAL 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:54 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgpgnL8w3uITXbGKWrCDoi7J4zJC?f 3-7-15 10-0-12 16-5-10 22-10-7 I 29-3-5 32-9-4 3-7-15 6-4-14 6-4-14 6-4-14 6-4-14 3-5-15 Scale=1:56.3 6x7 I I — 0.38 12 16 4x6= 3x7= 3x9= 3x4 I I 6x8 M18AHS= 3x4= 3x4= 5 19 6 7 8 1 2 3 17 18 4 N N 15 14 13 12 11 10 9 4x10 M18AHS= 3x7= 6x12 M18AHS= 3x6= 3x8= 4x5= 3x4= 6-10-6 13-3-3 19-8-1 26-0-14 32-9-4 6-10-6 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)- [1:0-5-8,0-1-12],[2:0-2-12,0-2-8],[7:0-4-4,0-1-8],[10:0-3-8,0-1-8],[11:0-2-12,0-1-8],[14:0-3-4,0-1-8],[15:0-4-12,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.73 11-13 >536 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -1.47 11-13 >264 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.17 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.34 11-13 >999 240 Weight:191 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, 1-5:2x6 DF 1800F 1.6E except end verticals. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-15 15-16:2x6 DF No.2,2-14,7-10,7-9:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=167(LC 11) Max Uplift 15=-17(LC 8),9=-14(LC 12) Max Gray 15=2194(LC 1),9e1833(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-507/43,1-2=-810/365,2-3=-8107/838,3-4=-10244/967,4-6=-8782/806, 6-7=-5192/460 BOT CHORD 14-15=-823/6047,13-14=-1085/10179,11-13=-1021/10101,10-11=-756/7500, 9-10=-322/2990 WEBS 2-15=-5517/529,2-14=-211/2190,3-14=-2247/329,3-13=-9/363,4-11=-1467/198, 6-11=-96/1436,6-10=-2624/304,7-10=-192/2542,7-9=-3388/356 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 21-1-14,Corner(3)21-1-14 to 32-7-8 "\-' � P R��Fss zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \5 NG j N��/� ��2 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 'CI -.93)All plates are MT20 plates unless otherwise indicated. �- 89200FE 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. �/ 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �/ •. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for —., the intended use of this truss. Q OREGON jVs LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L/�ill'A�` y 1 4,29 ��� Uniform Loads(plf) 'V! Vert:8-17=-100,9-15=-10R R 1 l L Trapezoidal Loads(plf) Vert:1=-186-to-17=-100 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360540 22-DD2739 C05 ROOF SPECIAL 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:54 2023 Page 2 I D:8g6sYjJexr3J e3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rC Doi7J4zJ C?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-88,9-15=-10 Trapezoidal Loads(plf) Vert:1=-152-to-17=-88 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-10 Horz:1-15=14,1-16=24,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:1=-138-to-17=-73 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-82,9-15=-10 Horz:1-15=-5,1-16=-24,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:1=-146-to-17=-82 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-73,9-15=-10 Horz:1-15=13,1-16=-16,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:1=-138-to-17=-73 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-17=-84,9-15=-10 Horz:1-15=-2,1-16=-16,1-8=-3,8-9=-9 Trapezoidal Loads(plf) Vert:1=-149-to-17=-84 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-17=-90,9-15=-10 Trapezoidal Loads(plf) Vert:1=-176-to-17=-90 �t WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/7 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360541 22-DD2739 CO6DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:56 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB7oHg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 6-0-0 { 12-4-14 18-9-11 22-3-10 6-0-0 6-4-14 6-4-14 3-5-15 Scale=1:37.8 5x10 M18AHS= 13 0.38 12 4x6= x _ 3x7= 3x4 II 3x6= 3 14 44 5 6 1 2 I ° I 6n e- 11 10 9 8 12 5x8= 3x5= 4x8 M18AHS= 7 5x6 II 5x5= 4x6= 2-9-9 9-2-7 15-7-4 22-0-2 10 2-9-9 6-4-14 I 6-4-14 I 6-4-14 201318 Plate Offsets(X,Y)- [1:0-5-0,0-3-4],[7:0-2-8,0-2-12],[11:0-3-4,0-3-0],[12:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.17 8-10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.33 8-10 >808 240 M18AHS 145/140 BCDTCDL L 20.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.06 7 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 8-10 >999 240 Weight:132 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. 12-13:2x6 DF No.2 REACTIONS. (size) 12=0-5-8,7=0-5-8 Max Horz 12=156(LC 9) Max Uplift 12=-636(LC 32),7=-418(LC 41) Max Gray 12=1822(LC 27),7=1429(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1666/724,1-2=-2820/1642,2-4=-5082/2404,4-5=-3954/2033,5-6=-1074/1020 BOT CHORD 11-12=-968/1102,10-11=-2395/4685,8-10=-2458/4934,7-8=-1684/2598 WEBS 2-11=-2895/1650,2-10=-1212/1496,4-10=-1232/1188,4-8=-1912/1273,5-8=-1069/1852, 5-7=-2564/1225,1-11=-1303/2478 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �R D P R O rs 3)All plates are MT20 plates unless otherwise indicated. F 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��\Cj� %96211. E�� ���5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)12=636,7=418. -57 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �' 0PE 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. / i 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag �p loads along bottom chord from 0-0-0 to 22-3-10 for 310.0 plf. s LOAD CASE(S) Standard ty fi_OREGON �,� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 G/Q Yl�y 2 i 01� L� Uniform Loads(plf) • Vert:6-14=-100,7-12=-10 Qj� Trapezoidal Loads(plf) �R R L`- Vert:1=-186-to-14=-100 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on Dace 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360541 22-DD2739 CO6DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:56 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbG KW rCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:6-14=-88,7-12=-10 Trapezoidal Loads(plf) Vert:1=-152-to-14=-88 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-73,7-12=-10 Horz:1-12=14,1-13=24,1-6=-14,6-7=5 Trapezoidal Loads(plf) Vert:1=-138-to-14=-73 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-82,7-12=-10 Horz:1-12=-5,1-13=-24,1-6=-6,6-7=-14 Trapezoidal Loads(plf) Vert:1=-146-to-14=-82 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-73,7-12=-10 Horz:1-12=13,1-13=-16,1-6=-14,6-7=4 Trapezoidal Loads(plf) Vert:1=-138-to-14=-73 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-84,7-12=-10 Horz:1-12=-2,1-13=-16,1-6=-3,6-7=-9 Trapezoidal Loads(plf) Vert:1=-149-to-14=-84 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-14=-90,7-12=-10 Trapezoidal Loads(plf) Vert:1=-176-to-14=-90 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:6-14=-80,7-12=-10 Horz:1-3=7440,3-14=7440,4-14=7440,4-6=7440 Drag:7-12=-233 Trapezoidal Loads(plf) Vert:1=-145-to-14=-80 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-95,7-12=-10 Horz:1-3=-7440,3-14=-7440,4-14=-7440,4-6=-7440 Drag:7-12=233 Trapezoidal Loads(plf) Vert:1=-159-to-14=-95 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-66,7-12=-10 Horz:1-12=14,1-13=24,1-3=7426,3-14=7426,4-14=7426,4-6=7426,6-7=5 Drag:7-12=-233 Trapezoidal Loads(plt) Vert:1=-131-to-14=-66 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-81,7-12=-10 Horz:1-12=14,1-13=24,1-3=-7454,3-14=-7454,4-14=-7454,4-6=-7454,6-7=5 Drag:7-12=233 Trapezoidal Loads(plf) Vert:1=-145-to-14=-81 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-75,7-12=-10 Horz:1-12=-5,1-13=-24,1-3=7434,3-14=7434,4-14=7434,4-6=7434,6-7=-14 Drag:7-12=-233 Trapezoidal Loads(plf) Vert:1=-139-to-14=-75 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:6-14=-89,7-12=-10 Horz:1-12=-5,1-13=-24,1-3=-7446,3-14=-7445,4-14=-7446,4-6=-7446,6-7=-14 Drag:7-12=233 Trapezoidal Loads(plt) Vert:1=-154-to-14=-89 Continued on cane 3 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y'iTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360541 22-DD2739 CO6DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:56 2023 Page 3 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-66,7-12=-10 Horz:1-12=13,1-13=-16,1-3=7426,3-14=7426,4-14=7426,4-6=7426,6-7=4 Drag:7-12=-233 Trapezoidal Loads(plf) Vert:1=-131-to-14=-66 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-81,7-12=-10 Horz:1-12=13,1-13=-16,1-3=-7454,3-14=-7454,4-14=-7454,4-6=-7454,6-7=4 Drag:7-12=233 Trapezoidal Loads(plf) Vert:1=-145-to-14=-81 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-77,7-12=-10 Horz:1-12=-2,1-13=-16,1-3=7437,3-14=7437,4-14=7437,4-6=7437,6-7=-9 Drag:7-12=-233 Trapezoidal Loads(plf) Vert:1=-142-to-14=-77 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-92,7-12=-10 Horz:1-12=-2,1-13=-16,1-3=-7443,3-14=-7443,4-14=-7443,4-6=-7443,6-7=-9 Drag:7-12=233 Trapezoidal Loads(plf) Vert:1=-156-to-14=-92 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360542 22-DD2739 C07 ROOF SPECIAL SUPPORT 12 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:57 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rC Doi7J4zJ C?f 6-0-0 12-4-14 I 18-9-11 22-3-10 6-0-0 6-4-14 6-4-14 3-5-15 Scale=1:37.8 5x10 M18AHS= 13 0.38 12 3x6= 3x4 I I 3x4= 4x6= 3x4= 5 6 3 14 4 1 2 . .LN 11 10 9 8 12 5x7= 3x4= 4x8 M18AHS= 7 4x4 II 4x4= 4x4= 2-9-9 9-2-7 I 15-7-4 I 22-0-2 22]3 10 2-9-9 6-4-14 6-4-14 6-4-14 0-3J8 Plate Offsets(X,Y)— [1:0-5-0,0-3-4],[11:0-2-4,0-3-0],[12:0-2-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.17 8-10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.33 8-10 >808 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.06 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.09 8-10 >999 240 Weight:132 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std'Except* BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. 12-13:2x6 DF No.2 REACTIONS. (size) 12=0-5-8,7=0-5-8 Max Horz 12=156(LC 9) Max Uplift 12=-19(LC 8),7=-14(LC 12) Max Gray 12=1593(LC 1),7=1282(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1452/224,1-2=-2266/489,2-4=-4401/731,4-5=-3203/506 BOT CHORD 11-12=-392/610,10-11=-826/4247,8-10=-800/4402,7-8=-382/2024 WEBS 2-11=-2204/405,2-10=-77/421,4-8=-1368/296,5-8=-181/1355,5-7=-2237/418, 1-11=-307/1866 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 r 3)All plates are MT20 plates unless otherwise indicated. '`'��D P R�F` - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C ,tyG I N fiR ss 02 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,7. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -G -57 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 4 89200PE the intended use of this truss. LOAD CASE(S) Standard 401P/ j i 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 "1� - O Uniform Loads(plf) f Q Vert:6-14=-100,7-12=-10 -57 �OREGON bs k� Trapezoidal Loads(plf) / .q y 14 2O� $ Vert:1=-186-to-14=-100 A , �P 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'v!E.R R 1 Lk-Uniform Loads(plf) 1 Vert:6-14=-88,7-12=-10 Trapezoidal Loads(plf) Vert:1=-152-to-14=-88 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 r I MUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ifill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360542 22-DD2739 C07 ROOF SPECIAL SUPPORT 12 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:57 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-73,7-12=-10 Horz:1-12=14,1-13=24,1-6=-14,6-7=5 Trapezoidal Loads(plf) Vert:1=-138-to-14=-73 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-82,7-12=-10 Horz:1-12=-5,1-13=-24,1-6=-6,6-7=-14 Trapezoidal Loads(plf) Vert:1=-146-to-14=-82 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-73,7-12=-10 Horz:1-12=13,1-13=-16,1-6=-14,6-7=4 Trapezoidal Loads(pit) Vert:1=-138-to-14=-73 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-14=-84,7-12=-10 Horz:1-12=-2,1-13=-16,1-6=-3,6-7=-9 Trapezoidal Loads(plf) Vert:1=-149-to-14=-84 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-14=-90,7-12=-10 Trapezoidal Loads(plf) Vert:1=-176-to-14=-90 / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVFTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360543 22-DD2739 CO8 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:58 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKW rCDoi7J4zJC?f 6-0-6 7-2-8 1 12-5-4 18-10-2 21-0-7 25-2-15 28-2-14 6-0-6 1-2-1 5-2-12 6-4-14 2-2-5 4-2-9 2-11-15 Scale=1:48.7 0.38 12 4x6= 3x5= 3x7= 3x4 I I 3x6= 3x4= 16 5 6 7 4x6= 2 15 3 4 in N Li EI I4, I K 14 13 12 11 10 9 8 4x8 M18AHS II 4x9= 3x4= 5x10 M18AHS= 3x4= 4x6= 4x4= 2-10-0 9-2-13 15-7-11 22-0-8 28-2-14 2-10-0 1 6-4-14 6-4-14 6-4-14 6-2-6 1 Plate Offsets(X,Y)-- [1:Edge,0-1-12],[13:0-4-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.35 10-12 >945 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.78 10-12 >428 240 M18AHS 169/162 TCDL 25.0 Rep Stress!nor YES WB 0.78 Horz(CT) 0.12 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.19 10-12 >999 240 Weight:158 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. 1-14,6-9,1-13:2x4 DF No.2 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=50(LC 11) Max Uplift 14=-6(LC 8),8=-6(LC 12) Max Gray 14=1537(LC 1),8=1537(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1419/169,1-2=-2901/323,2-3=-6405/717,3-5=-6409/727,5-6=-3886/451 BOT CHORD 13-14=-146/444,12-13=-737/5499,10-12=-878/7073,9-10=-712/5685,8-9=-297/2166 WEBS 2-13=-2813/392,2-12=-38/962,6-8=-2517/334,3-12=-751/134,3-10=-746/139, 5-10=-45/804,5-9=-2048/291,6-9=-182/1982,1-13=-266/2644 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 16-7-8,Corner(3)16-7-8 to 28-1-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 'p.E� P R aFF6' 3)All plates are MT20 plates unless otherwise indicated. ��GI NFFR crjO 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. -4 y 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE d-�-, OREGON vlt L/0 -0,14,24�P-i- MFR R I I-\- RENEWAL DATE: 12-31-2023 May 22,2023 t , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII quality Criteria,DS8-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360544 22-DD2739 CO8A ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:25:59 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 6-0-6 17-2-8 I 12-5-4 18-10-2 21-0-7 { 25-2-15 28-2-14 6-0-6 1-2-1 5-2-12 6-4-14 2-2-5 4-2-9 2-11-15 Scale=1:50.5 0.38 12 4x6= 3x5= 3x7= 3x4 II 5x8 M18AHS= 4x6= 3x6= 3x4= 17 6 7 8 2 3 16 4 5 r 15 14 13 12 11 10 9 4x8 M18AHS II 4x4= 4x9= 3x4= 5x10 M18AHS= 3x4= 4x6= 2-10-0 I 9-2-13 15-7-11 22-0-8 I 28-2-14 2-10-0 6-4-14 6-4-14 6-4-14 6-2-6 Plate Offsets(X,Y)-- [1:Edge,0-2-4],[8:0-0-0,0-0-0],[9:0-0-0,0-0-0],[12:0-0-0,0-0-0],[14:0-4-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.36 11-13 >943 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.79 11-13 >427 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.12 9 n/a n/a BCLL 0.0 Code IBC2018lTPI2014 Matrix-R Wind(LL) 0.19 11-13 >999 240 Weight:158 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. 1-15,7-10,1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 9) Max Uplift 15=-6(LC 8),9=-6(LC 12) Max Gray 15=1537(LC 1),9=1537(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1415/169,2-3=-2825/314,3-4=-6413/716,4-6=-6408/726,6-7=-3886/450, 1-2=-2822/312 BOT CHORD 14-15=-145/456,13-14=-739/5521,11-13=-877/7068,10-11=-712/5687,9-10=-297/2166 WEBS 3-14=-2909/403,3-13=-37/946,7-9=-2516/334,4-13=-737/133,4-11=-742/139, 6-11=-45/801,6-10=-2049/291,7-10=-182/1983,1-14=-260/2584 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 16-7-8,Corner(3)16-7-8 to 28-1-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions P R shown;Lumber DOL=1.60 plate grip DOL=1.60 ��E FetS 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� �G[N��, s/O 3 Provide adequate drainage toprevent water ponding.q 9 P 9 � V. � /jj 4)All plates are MT20 plates unless otherwise indicated. LG y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' g2fl0 PE l 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y OREGON $ G/ �AlY14,2-°NN � Q RENEWAL DATE: 12-31-2023 May 22,2023 i a.a.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360545 22-D02739 CO8B ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:00 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkezl B9 D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f 6-0-6 7-2-8 I 12-5-4 18-10-2 21-0-7 25-2-15 28-2-14 6-0-6 1-2-1 5-2-12 6-4-14 2-2-5 4-2-9 2-11-15 Scale=1 150.5 0.38 12 4x6= 3x5= II 4x6= 4x6= 3x7= 3x4= 17 6 3x7= 3x4 7 8 2 3 16 4 5 v i' co 15 14 13 12 11 10 9 3x8 M18AHS II4x9= 3x4= 5x10 M18AHS= 3x4= 4x6= 4x4= 2-10-0 9-2-13 I 15-7-11 22-0-8 I 28-2-14 1 2-10-0 6-4-14 6-4-14 6-4-14 6-2-6 Plate Offsets(X,Y)-- [1:Edge,0-1-12],[8:0-0-0,0-0-0],[9:0-0-0,0-0-0],[12:0-0-0,0-0-0],[14:0-4-8,0-2-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.36 11-13 >942 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.79 11-13 >427 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.12 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.19 11-13 >999 240 Weight:159 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. 1-15,7-10,1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 11) Max Uplift 15=-6(LC 8),9=-6(LC 12) Max Gray 15=1537(LC 1),9=1537(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1423/170,2-3=-2738/305,3-4=-6412/714,4-6=-6408/725,6-7=-3886/450, 1-2=-2742/305 BOT CHORD 14-15=-137/400,13-14=-739/5528,11-13=-876/7066,10-11=-712/5687,9-10=-297/2166 WEBS 3-14=-3002/414,3-13=-37/939,7-9=-2516/334,4-13=-736/134,4-11=-740/138, 6-11=-45/800,6-10=-2050/291,7-10=-182/1983,1-14=-261/2580 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 16-7-8,Corner(3)16-7-8 to 28-1-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions c R�p P R(�F'rs shown;Lumber DOL=1.60 plate grip DOL=1.60 i. L 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 � G,NE sz 3)Provide adequate drainage to prevent water ponding. �� N �� �*4)All plates are MT20 plates unless otherwise indicated. -57 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. p OREGON va L/0 y 14 2°1��4 FRRILL RENEWAL DATE: 12-31-2023 May 22,2023 1 WARNING-Ve' design —, Verify g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MS-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component Muck USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360546 22-DD2739 C09 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:02 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pgn L8w3u ITXbG KW rCDoi7J4zJ C2f 7-4-0 -(�-0T7 6-0-6 65�2 12-5-4 18-10-2 21-4-15 25-2-15 28-8-14 0-4- 6-0-6 5 5-1-4 6-4-14 2-6-13 3-10-13-5-15 I 0-10-4 Scale=1:51.4 0.38 Fly 4x6= 3x5= 4x7= 3x4 II 5x8 M18AHS= 5x7= 3x4= 16 5 6 7 1 2 15 3 4 C ] 3 ,11 i . 4 13 12 11 10 9 8 3x8 M18AHS II 4x9= 5x10 M18AHS= 3x4= 4x6= 4x5= 3x4= 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 I 2-10-0 f 6-4-14 I 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)— [1:Edge,0-2-4],[2:0-3-8,0-2-12],[6:0-2-4,0-1-12],[9:0-1-12,0-1-12],[13:0-4-8,0-2-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.38 10-12 >891 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.84 10-12 >404 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.13 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.21 10-12 >999 240 Weight:161 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc puffins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. 1-14,1-13:2x4 DF No.2 WEBS 1 Row at midpt 2-13 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=50(LC 9) Max Uplift 14=-6(LC 8),8=-6(LC 12) Max Gray 14=1565(LC 1),8=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1463/170,2-3=-6591/714,3-5=-6670/731,5-6=-4205/471,1-2=-2691/291 BOT CHORD 13-14=-138/405,12-13=-754/5843,10-12=-875/7271,9-10=-726/5983,8-9=-332/2516 WEBS 2-13=-3347/442,2-12=-23/813,3-12=-764/129,3-10=-677/127,5-10=-38/762, 5-9=-2024/282,6-9=-168/1947,6-8=-2786/358,1-13=-244/2541 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Comer(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 <CV% PROFFs 3)Provide adequate drainage to prevent water indicated. ponding. \ NAG)NEFR �1,, 4)All plates are MT20 plates unless otherwise indicated. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. 89200PE 9 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4 71 OREGON 43:- 14,2° i- iiiFR R 11A- RENEWAL DATE: 12-31-2023 May 22,2023 / milAWARNING-Verify design rdY g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mac*` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360547 22-DD2739 CO9A ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:03 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbGKW rCDoi7J4zJ C?f -94rr7 6-0-6 1 7-4-0 8-5-12 12-5-4 18-10-2 21-4-15 25-2-15 28-8-14 0-4-7 6-0-6 1-3-9 1-1-12 3-11-8 6-4-14 2-6-13 I 3-10-1 3-5-15 I Scale=1:49.6 0.38 riy 3x5= 4x6= _ 3x4 II 4x6= 3x7= 4x6 I I 3x4= 4x7 6 7 8 2 3 16 4 17 5 a_ d I i I 15 14 13 12 11 10 9 4x5= 4x9= 5x10 M18AHS= 3x4= 4x6= 4x5= 3x4= 2-10-0 9-2-13 I 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)— [1:0-2-12,0-1-12],[3:0-5-8,Edge],[7:0-2-8,0-1-12],[10:0-1-12,0-1-12],[13:0-1-12,0-1-8],[14:0-4-4,0-2-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.38 11-13 >901 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.84 11-13 >409 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.20 11-13 >999 240 Weight:161 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. 1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 11) Max Uplift 15=-6(LC 8),9=-6(LC 12) Max Gray 15=1565(LC 1),9=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1478/171,3-4=-6460/696,4-6=-6687/732,6-7=-4202/470,1-2=-2607/285, 2-3=-6457/693 BOT CHORD 14-15=-115/259,13-14=-706/5421,11-13=-883/7336,10-11=-724/5968,9-10=-333/2520 WEBS 2-14=-3059/409,2-13=-58/1126,4-13=-969/157,4-11=-730/134,6-11=-43/798, 6-10=-2010/280,7-10=-167/1939,7-9=-2792/359,1-14=-263/2634 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 A,?‘t- P ROFe i 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 G((v (Y/ 3)Provide adequate drainage to prevent water ponding. mac\ _N "v9 �� 4)All plates are MT20 plates unless otherwise indicated. -57 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 89200 PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �/ a► II } OIZ G �OREGON 4/ '0 /1Y14,2C1 4 � RRI-V- 6P RENEWAL DATE: 12-31-2023 May 22,2023 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Not Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360548 22-DD2739 CO9B ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:04 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f -9-4rr7 6-0-6 7-4-0 l 10-5-12 12-5-4 18-1 1-3-9 25-2-15 28-8-14 0-4- 7 6-0-6 1-3-9 3-1-12 1-11-8 6-4-14 2-6-13 3-10-1 3-5-15 Scale=1:49.6 0.38 12 3x4 3x5=4x6 4x7= 3x4 II = 4x6= 3x7= 4x6= 7 8 2 3 16 4 17 5 6 0 i 1 0 15 14 13 12 11 10 9 4x5= 4x9= 5x10 M18AHS= 3x4= 4x6= 4x5= 3x5= 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)— [1:0-2-12,0-1-12],[7:0-2-8,0-1-12],[10:0-1-12,0-1-12],[13:0-2-0,0-1-8],[14:0-4-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.37 11-13 >918 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.82 11-13 >416 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.20 11-13 >999 240 Weight:161 lb FT=0%u BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-4 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. 1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 11) Max Uplift 15=-7(LC 8),9=-6(LC 12) Max Gray 15=1565(LC 1),9=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=1483/172,3-4=-6320/679,4-5=-6687/731,5-7=-4202/469,1-2=-2493/274, 2-3=-6325/679 BOT CHORD 13-14=-677/5178,11-13=-884/7347,10-11=-723/5964,9-10=-333/2521 WEBS 2-14=-2940/394,2-13=-74/1256,4-13=-1127/174,4-11=-742/135,5-11=-43/802, 5-10=-2006/279,7-10=-167/1938,7-9=-2793/359,1-14=-255/2549 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' ''C G P ROFLCss 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �5 LNG I N EFL4, 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. -9 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 1-- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y OREGON v,� G<0�/1 y14,20� + MRRIt-L RENEWAL DATE: 12-31-2023 May 22,2023 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 CO9C R76360549 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:05 2023 Page 1 4).q ID:8g6sYjJexr3Je3TE9WDtkez4B9D-RfC?PsB70 PgnL8w3uITXbGKWrCDoi7J4zJC?f r7 6-0-6 7-4-0 12-5-4 12-55-12 18-10-2 21-4-15 25-2-15 5-2-15 I 28-8-14 0 4-7 6-0-6 1-3-9 5-1-4 0-d-8 6-4-6 2-6-13 3-10-1 3-5-15 Scale=1:49.6 0.38 NY 4x6= 3x7= 5x5= 3x5= 4x6 4x7= 3x4 II 2 16 3 15 4 5 6 7 e WIN 14 13 K 4x5= 12 11 10 9 8 4x8= 5x10 M18AHS= 3x4= 4x6= 4x5= 4x4= l 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 I 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)-- [1:0-2-12,0-1-12],[3:0-2-8,0-3-0],[6:0-2-4,0-1-12],[9:0-1-12,0-1-12],[12:0-1-12,0-2-0],[13:0-4-0,0-2-4] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.36 10-12 >946 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.80 10-12 >429 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.19 10-12 >999 240 Weight:161 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purtins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13:2x4 DF No.2 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=50(LC 11) Max Uplift 14=-7(LC 8),8=-6(LC 12) Max Gray 14=1565(LC 1),8=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1486/156,3-4=-6661/631,4-6=-4207/423,1-2=-2380/212,2-3=-6152/567 BOT CHORD 12-13=-497/4943,10-12=-680/7282,9-10=-603/5977,8-9=-265/2517 WEBS 2-13=-2827/341,2-12=-50/1333,3-12=-1243/151,3-10=-701/87,4-10=0/759, 4-9=-2014/246,6-9=-140/1948,6-8=-2788/325,1-13=-212/2456 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.Opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)C-C wind load user defined. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �°RED PROF FiS 4)Provide adequate drainage to prevent water indicated. ponding. ��r0 �NG 1 N��R 6> 5)All plates are MT20 plates unless otherwise indicated. 2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. X. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. 4 89200PE 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)4,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of 1. this truss. LOAD CASE(S) Standard Except: 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 9 A_O EGON 4/Uniform Loads(plf) L/Q"�qy 14,20,� -i� Vert:3-15=16,7-15=19,8-14=-6,1-16=19,3-16=-16 Horz:1-14=12,3-15=-36,7-15=-39,7-8=22 � R R I Ll � 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 _ I pot WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360549 22-DD2739 CO9C ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:05 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?Ps870Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:3-15=-16,7-15=19,8-14=-6,1-16=19,3-16=16 Horz:1-14=-22,3-15=-4,7-15=-39,7-8=-12 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-58,8-14=-10,1-16=-58 Horz:1-14=-14,3-7=8,7-8=-20 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:7-16=-58,8-14=-10,1-16=-58 Horz:1-14=20,3-7=8,7-8=14 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=6,8-14=-6,1-16=6 Horz:1-14=11,3-7=-26,7-8=14 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:7-16=-5,8-14=-6,1-16=-5 Horz:1-14=-14,3-7=-15,7-8=-11 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:7-16=-31,8-14=-10,1-16=-31 Horz:1-14=18,3-7=-19,7-8=6 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-43,8-14=-10,1-16=-43 Horz:1-14=-6,3-7=-7,7-8=-18 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=6,8-14=-6,1-16=6 Horz:1-14=9,3-7=-26,7-8=13 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-8,8-14=-6,1-16=-8 Horz:1-14=-10,3-7=-12,7-8=-5 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-2,8-14=-6,1-16=-2 Horz:1-14=5,3-7=-18,7-8=10 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-8,8-14=-6,1-16=-8 Horz:1-14=-10,3-7=-12,7-8=-5 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-31,8-14=-10,1-16=-31 Horz:1-14=17,3-7=-19,7-8=5 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-46,8-14=-10,1-16=-46 Horz:1-14=-2,3-7=-4,7-8=-12 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-73,8-14=-10,1-16=-73 Horz:1-14=14,3-7=-14,7-8=5 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-82,8-14=-10,1-16=-82 Horz:1-14=-5,3-7=-6,7-8=-14 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-16=-73,8-14=-10,1-16=-73 Horz:1-14=13,3-7=-14,7-8=4 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:7-16=-84,8-14=-10,1-16=-84 Horz:1-14=-2,3-7=-3,7-8=-9 24)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:7-16=-36,8-14=-6,1-16=-36 Horz:1-14=-16,3-7=16,7-8=-16 25)Dead+0.6 C-C Wind Min.Upward:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:7-16=-4,8-14=-6,1-16=-4 Hors:1-14=16,3-7=-16,7-8=16 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. j Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360550 22-DD2739 CO9D ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:07 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f -9-4r7 6-0-6 17.4-0 12-5-4 1 14-5-12 I 18-10-2 21-4-15 25-2-15 I 28-8-14 0-4-7 6-0-6 1-3-9 5-1-4 2-0-8 4-4-6 2-6-13 3-10-1 3-5-15 Scale=1:49.6 0.38 FIY = 3x4= 4x6= 3x7= 3x4 I I 4x6= 3x7= 3x4= 4x616 5 6 7 8 2 17 3 4 N Q N 15 14 13 12 11 10 9 4x4 II 4x6= 4x12 M18AHS= 3x4= 4x6= 4x5= 3x5= 2-10-0 9-2-13 I 15-7-11 I 22-0-8 I 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)— [1:Edge,0-2-0],[13:0-1-8,0-1-8],[14:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.35 11-13 >986 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.76 11-13 >447 240 M18AHS 169/162 TCDL 25.0 Rep Stress Ina. YES WB 0.78 Horz(CT) 0.12 9 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.19 11-13 >999 240 Weight:162 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10,7-9,1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 11) Max Uplift 15=-7(LC 8),9=-6(LC 12) Max Gray 15=1565(LC 1),9=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1488/173,4-5=-6571/716,5-7=-4233/472,1-2=-2280/255,2-3=-5954/643, 3-4=-6568/713 BOT CHORD 13-14=-624/4738,11-13=-852/7067,10-11=-728/6019,9-10=-332/2514 WEBS 2-14=-2732/368,2-13=-90/1351,3-13=-1236/185,3-11=-554/114,5-11=-24/621, 5-10=-2033/282,7-10=-171/1982,7-9=-2804/361,1-14=-238/2379 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Comer(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��tid PR 0 fi� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �N�)N�F� �/� 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. -37 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4Fr-.'"1111..11 1. 111)-y // OREGON �Q /Q gy14,2a P-i- ii/ R R I \- 6 RENEWAL DATE: 12-31-2023 May 22,2023 I t r• pin WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360551 22-DD2739 CO9E ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:08 2023 Page 1 ID:Sg6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f -014r7 6-0-6 1 7.4-0 12-5-4 16-5-12 18-10-2 21-4-15 I 25-2-15 28-8-14 0-4-7 6-0-6 1-3-9 5-1-4 4-0-8 2-4-6 2-6-13 3-10-1 3-5-15 Scale=1:49.6 0.38 rff 3x7= 4x6= 3x6= 3x4= 4x6= 3x4= 4x6= 3x4 I I 2 17 3 4 16 5 6 7 8 0 i ._ t 15 14 13 12 11 10 9 4x4 II 4x8= 4x12 M18AHS= 3x4= 4x6= 4x5= 3x5= 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],[13:0-2-4,0-1-8] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.33 11-13 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.69 Vert(CT) -0.73 11-13 >468 240 M18AHS 169/162 BCLL 0.0 Rep Stress InaYES WB 0.77 Horz(CT) 0.12 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.18 11-13 >999 240 Weight:163 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc puriins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-10,6-9,1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 11) Max Uplift 15=-7(LC 8),9=-5(LC 12) Max Gray 15=1565(LC 1),9=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1491/173,4-5=-6450/702,5-6=-4238/471,1-2=-2194/247,2-3=-5736/621, 3-4=-6454/701 BOT CHORD 13-14=-603/4570,11-13=-821/6795,10-11=-730/6038,9-10=-331/2508 WEBS 2-14=-2662/359,2-13=-87/1306,3-13=-1185/178,3-11=-382/93,5-11=-8/495, 5-10=-2050/283,6-10=-172/1993,6-9=-2796/360,1-14=-233/2323 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �_ca P R O,Ce� shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ( �/ 3)Provide adequate drainage to prevent water pending. :\9G2 N�LC� �24)All plates are MT20 plates unless otherwise indicated. Y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0�PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �LOREGON 4•VSC- /Q q y 14,2-° '}-. 44ERRILL e' RENEWAL DATE: 12-31-2023 May 22,2023 r I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360552 22-DD2739 CO9F ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:09 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSg Pqn L8w3u ITXbGKW rCDoi7J4zJ C?f 9-4rr7 6-0-6 17-4-0 I 12-5-4 18-5-12 18[1(�-2 21-4-15 25-2-15 28-8-14 0 4-7 6-0-6 1-3-9 5-1 4 6-0-8 0-4-6 2-6-13 3-10-1 3-5-15 Scale=1:49.6 0.38 12 3x4 II 4x6= 3x6= 3x4= 5x5= 4x7= 4x6= 1 2 15 3 16 4 5 r6�-,7 i : c, v � a1741 Er MR N 14 13 12 11 10 9 8 4x4 I I 5x7= 5x8 M18AHS= 3x4= 4x6= 4x5= 3x4= 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 6-4-14 I 6-4-14 6-8-6 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],[4:0-2-8,0-3-4],[5:0-2-12,0-2-0],[9:0-1-12,0-2-0],[12:0-1-12,0-1-8],[13:0-3-8,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.32 10-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.70 10-12 >488 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.11 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.17 10-12 >999 240 Weight:162 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 8-11:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 HF Std*Except* 1-4-12 oc bracing:10-12. 1-13:2x4 DF No.2 REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=50(LC 9) Max Uplift 14=-7(LC 8),8=-5(LC 12) Max Gray 14=1565(LC 1),8=1565(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1493/173,4-5=-4183/463,1-2=-2118/240,2-3=-5516/599,3-4=-6335/691 BOT CHORD 12-13=-585/4425,10-12=-786/6499,9-10=-738/6104,8-9=-337/2545 WEBS 2-13=-2605/352,2-12=-80/1232,3-12=-1109/167,4-10=0/346,4-9=-2138/294, 5-9=-157/1887,5-8=-2825/365,1-13=-230/2280 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Comer(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ���p P R OF�ts shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ] Sj 3)Provide adequate drainage to prevent water ponding. ��\5 NG N��� O� 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 PE. F1' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8. _ 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 41111P/ 'y� 4iOREGON �co � /0 Al Y 14,2°1 + RENEWAL DATE: 12-31-2023 May 22,2023 f / , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing *4iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the '1r1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _.. Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360553 22-DD2739 C09G ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:10 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f -014[7 6-0-6 1 74-0 1 12-54 18-10-2 1 20-5-12 21-4-1 25-2-15 28-8-14 0-4-7 6-0-6 1-3-9 5-1-4 6-4-14 1-7-10 O 11-3 3-10-1 3-5-15 Scale=1:49.6 0.38 12 4x6= 4x6= 4x6= 3x4 II 3x6= 3x4= 3x4= 4x7= 2 3 16 4 17 5 6 7 8 41000000 .- Aiiiiiiiiiiiiii-....mmiwg,.. i 12- 1%411 ,ti 101 <4 III 11 5 14 13 12 11 10 9 4x4 I I5x7= 5x8 M18AHS= 3x4= 5x6= 4x5= 3x4= 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],[7:0-2-12,0-2-0],[10:0-2-0,0-2-8],[13:0-1-12,0-1-8],[14:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.30 11-13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.66 11-13 >520 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.11 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.16 11-13 >999 240 Weight:162 lb FT=0%u LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=50(LC 11) Max Uplift 15=-7(LC 8),9=-5(LC 12) Max Gray 15=1565(LC 1),9=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1496/174,6-7=-4160/462,1-2=-2043/233,2-4=-5330/581,4-5=-6114/666, 5-6=-4156/458 BOT CHORD 13-14=-565/4272,11-13=-762/6285,10-11=-707/5836,9-10=-334/2537 WEBS 2-14=-2537/343,2-13=-79/1203,4-13=-1088/165,5-11=0/378,5-10=-1913/268, 7-10=-160/1879,7-9=-2814/360,1-14=-225/2230 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ti4tiD PROFFtS 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 1�� �,�N� s4^ 3)Provide adequate drainage to prevent water ponding. �� �� �`R 02 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 1- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / y OREGON 4/ L, Y 14 2O�vZi- 44EF?R1LA- RENEWAL DATE: 12-31-2023 May 22,2023 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360554 22-DD2739 CO9H ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:11 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f -9-4r7 6-0-6 1 7-4-0 12-54 18-10-2 21-4-15 22-5-12 25-2-15 I 28-8-14 0-4-7 6-0-6 1-3-9 5-1-4 6-4-14 2-6-13 1-0-13 2-9-3 3-5-15 Scale=1:49.6 0.38 12 4x6= 4x6= 1 3x6= 3x4= 3x4= 4x6= 4x7= 3x4II 2 3 16 4 17 5 6 7 8 N I A �J 15 14 13 12 K 4x4 II 11 10 9 5x7= 5x8 M18AHS= 3x4= 4x7= 4x5= 3x4= 2-10-0 9-2-13 15-7-11 22-0-8 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 I 6-8-6 Plate Offsets(X,Y)- [1:0-2-12,0-2-0],[7:0-3-0,0-2-0],[10:0-2-12,0-2-4],[13:0-1-12,0-1-8],[14:0-3-8,0-3-0] TCLL LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.28 11-13 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.62 11-13 >552 240 M18AHS 169/162 BCLL 0.0 Rep Stress InaYES WB 0.91 Horz(CT) 0.11 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.15 11-13 >999 240 Weight:162 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc puriins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-14:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=49(LC 11) Max Uplift 15=-7(LC 8),9=-5(LC 12) Max Gray 15=1565(LC 1),9=1565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1498/174,6-7=-4095/454,1-2=-1974/227,2-4=-5154/564,4-5=-5913/645, 5-6=-4096/453 BOT CHORD 13-14=-548/4131,11-13=-738/6079,10-11=-684/5640,9-10=-335/2555 WEBS 2-14=-2476/335,2-13=-78/1174,4-13=-1061/161,5-11=0/372,5-10=-1772/251, 7-10=-151/1789,7-9=-2837/363,1-14=-221/2184 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions G9 prs shown;Lumber DOL=1.60 plate grip DOL=1.60 LL` p PRO per, 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 tP 3)Provide adequate drainage to prevent water ponding. ,S?� �NG�NEc� /O2 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 89200PE 1.- 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' "2- �OREGON A. <Q q y 14,2°1 �,i- MFR R 11A- RENEWAL DATE: 12-31-2023 May 22,2023 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360555 22-DD2739 C091 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:13 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkezl B9 D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f i-4[7 6-0-6 1 7-4-0 I 12-5-0 18-10-2 21-4-15 I 24-5-12 25-2-1r5 28-8-14 0-4-7 6-0-6 1-3-9 5-1-4 6-4-14 2-6-13 3-0-13 b g- 3-5-15 Scale=1:49.6 0.38 12 4x6= 4x6= 3x6= 4x6= 3x4= 3x4= 3x8= 3x4 I 2 3 17 4 18 19 5 6 7 816 a c, 07 N 15 14 13 12 11 10 9 4x4 II 4x8= 4x12 M18AHS= 3x4= 4x7= 4x5= 3x4= i 2-10-0 9-2-13 15-7-11 i 22-0-8 i 28-8-14 2-10-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)— [1:0-2-12,0-2-0],[9:0-1-12,0-1-12],[13:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.25 11-13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.66 11-13 >517 240 M18AHS 169/162 TCDL 25.0 BCLL 0.0 Rep Stress!nor YES WB 0.79 Horz(CT) 0.12 9 n/a n/a BCDL 5.0 Code 18C2018/TP12014 Matrix-R Wind(LL) 0.14 11-13 >999 240 Weight:168 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-15,8-9:2x4 HF Std REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=49(LC 9) Max Gray 15=1706(LC 1),9=2174(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1631/38,8-9=-466/0,6-7=-4897/0,1-2=-2097/23,2-4=-5679/0,4-5=-6837/0, 5-6=-4906/0 BOT CHORD 13-14=-100/4428,11-13=0/6823,10-11=0/6754,9-10=0/3016 WEBS 2-14=-2697/60,2-13=0/1449,4-13=-1324/0,4-11=0/286,5-10=-2139/0,7-10=0/2194, 7-9=-3350/0,1-14=0/2364 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00gøGiN % BRED P ROFes 3)750.01b AC unit load placed on the top chord,23-3-0 from left end,supported at two points,10-0-0 apart.4)Provide adequate drainage to prevent water ponding.5)All plates are MT20 plates unless otherwise indicated.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 1✓ 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IIy OREGON �Q G/Q M1'14 2°ts�P+. ERR10- RENEWAL DATE: 12-31-2023 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 __._. Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360556 22-DD2739 CO9J ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:14 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f -01-4r7 6-0-6 74-0 I 12-5-4 18-10-2 21-4-15 25-2-15 i26-5-12i 28 8 14 I 0-4-7 6-0-6 1-3-9 5-1-4 6-4-14 2-6-13 3-10-1 1-2-13 2-3-2 Scale=1:49.6 0.38 12 4x5= 4x6= 3x6= 3x4= 3x4= 3x8=4x6= 3x4 II 1 2 3 17 4 18 19 5 6 7 816 i 3-jil''''''''''''''' z----------------" EEI _ M h.,..,,,,,.,,,,,,,, ,,,; a N TA K 15 14 13 12 11 10 9 4x4 I I 5x7= 5x8 M18AHS= 3x4= 4x6= 4x5= 4x4= 2-10-0 9-2-13 15-7-11 22-0-8 1 28-5-6 28-18/14 2-10-0 6-4-14 6-4-14 6-4-14 6-4-14 0-3-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-12],[9:0-1-12,0-1-12],[14:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert LL -0.24 11-13 >999 360 MT20 185/148 (Roof Snow=25.0) ( ) TCDL 25.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.62 11-13 >550 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.12 9 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 11-13 >999 240 Weight:168 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purtins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 9-12:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF No.2*Except* 2-2-0 oc bracing:11-13. 1-15,8-9:2x4 HF Std REACTIONS. (size) 15=0-5-8,9=0-5-8 Max Horz 15=49(LC 9) Max Gray 15=1706(LC 1),9=2174(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1633/38,8-9=-486/0,1-2=-2030/24,2-4=-5504/0,4-5=-6622/0,5-6=-4765/0 BOT CHORD 13-14=-98/4290,11-13=0/6613,10-11=0/6537,9-10=0/2929 WEBS 2-14=-2637/59,2-13=0/1417,4-13=-1294/0,4-11=0/279,5-10=-2067/0,6-10=0/2143, 6-9=-3262/0,1-14=0/2319 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Corner(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �t��� P °FFs 3)750.0Ib AC unit load placed on the top chord,23-3-0 from left end,supported at two points,10-0-0 apart. � G(N E cS j 4)Provide adequate drainage to prevent water ponding. ,( ,N FR Q% 5)All plates are MT20 plates unless otherwise indicated. -,9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 1' 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • T,LOREGON • �� /Q /Iy14.2-° -1- E-RR10- RENEWAL DATE: 12-31-2023 May 22,2023 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mow . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPIU Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _, Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360557 22-DD2739 CO9K ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:15 2023 Page 1 9-4 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?Ps670Hg3N Sg PgnL8w3u ITXbGK W rCDoi7J4zJC?f r7 6-0-6 7-4-0 12-5-4 18-10-2 21-4-15 25-2-15 28-5-12 2818114 0-4-7 6-0-6 1 1-3-9 I 5-1-4 6-4-14 2-6-13 3-10-1 3-2-13 0-3-2 Scale=1:48.8 4x5= 4x6= 3x6= 3x4= 3x4= 3x8= 3x4 1 2 3 15 4 16 17 5 6 718 ED i 37''''''',,,,,,,,i 14 13 12 11 10 9 8 4x4 I I 5x7= 5x8 M18AHS= 3x4= 4x6= 4x5= 4x4= 2-10-0 9-2-13 15-7-11 22-0-8 28-5-6 2818]14 2-10-0 6-4-14 6-4-14 6-4-14 6-4-14 0-3-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-12],[8:0-1-12,0-2-0],[9:0-2-12,0-2-8],[13:0-3-8,0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.22 10-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.59 10-12 >583 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.12 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.12 10-12 >999 240 Weight:168 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-14,7-8:2x4 HF Std REACTIONS. (size) 14=0-5-8,8=0-5-8 Max Horz 14=49(LC 11) Max Gray 14=1706(LC 1),8=2174(LC 1) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1635/38,7-8=-486/0,1-2=-1968/25,2-4=-5338/0,4-5=-6422/0,5-6=-4622/0 BOT CHORD 12-13=-95/4160,10-12=0/6413,9-10=0/6339,8-9=0/2841 WEBS 2-13=-2582/59,2-12=0/1386,4-12=-1265/0,4-10=0/273,5-9=-2022/0,6-9=0/2097, 6-8=-3186/0,1-13=0/2277 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-1-8,Comer(3)17-1-8 to 28-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)750.0Ib AC unit load placed on the top chord,23-3-0 from left end,supported at two points,10-0-0 apart. ����Q P R o 4)Provide adequate drainage to prevent water indicated. ponding. � LNG I NEFR c$j� 5)All plates are MT20 plates unless otherwise 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4 89200PE �L �OREGON <Q <Q gy14,2S\ -1- MFRRILv- �P RENEWAL DATE: 12-31-2023 May 22,2023 I i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. =NM milDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 ... _. Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360558 22-DD2739 D01 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:16 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-1.4 2-5-13 3-1-4 6-1-8 10-5-1 12-3-1 1-1.4 1-4-9 0-7-7 3-0-4 4-3-9 1-10-0 0.38 12 10 Scale=1:27.1 3x4= 3x5= 5x7=4x10 II 3x7 II 4 1 2 3 mill onsi ui,ligiglpypol • N_ 7 A m r �i r ea 84x4 II 7 OM 9 3x4= 6 8x10 M18AHS= 4x5= I 1-1-4 6-1-8 g-5-i 12-3-0 12--1 1-1-4 5-0-4 0-3-14 5-9-9 0-0-1 Plate Offsets(X,Y)-- [1:0-0-4,0-2-12],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-2-0],[8:0-2-8,0-2-0],[9:0-5-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.02 7-8 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.04 7-8 >999 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.01 7-8 >999 240 Weight:80 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 9) Max Uplift 9=-3589(LC 28),6=-391(LC 28) Max Gray 9=4297(LC 26),6=1099(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-787/597,1-2=-334/273,2-3=-1208/1024,3-4=-1665/1061,5-6=-70/260 BOT CHORD 8-9=-1019/1209,7-8=-1893/2526,6-7=-182/670 WEBS 4-6=-1454/390,3-7=-1149/1110,4-7=-1115/1342,2-8=-1256/1888,3-8=-2454/1670, 2-9=-3070/2613 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 c 3)All plates are MT20 plates unless otherwise indicated. �`,`G)N�D PRO pp�,s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ! 5)Refer to girder(s)for truss to truss connections. �� GI /O* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=3589,6=391. 89200PE 9 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they - • /�, are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 1 - 3-1-4,and 2344 lb down and 2344 lb up at 1-1-4 on top chord. The design/selection of such connection device(s)is the * OREGON Q` responsibility of others. 171 7 ,/ cy 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LjO q y 14 2°1 .ice LOAD CASE(S) Standard Except: MER R I t_t- vPT 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-170,6-9=-10 RENEWAL DATE: 12-31-2023 May 22,2023 nn finned nn naae 2 ) �.... imm WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360558 22-DD2739 D01 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:16 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-140,6-9=-10 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-135,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-137,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-160,6-9=-10 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Veil:3=-2344(F)2=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Veil:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=2344(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. a Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek) is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360559 22-DD2739 D01-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:17 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PSB70Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-1-4 I 2-5-13 3-1-4 I 6-1-8 10-5-1 12-3-1 1-1-4 1-4-9 0-7-7 3-0-4 4-3-9 1-10-0 0.38 12 10 Scale=1:27.1 3x4= 3x5= 5x7=4x10 II 3x7 II 4 1 2 3 w 1111 ilipyr IR .14141111plpV 4 N_ rb '7 11 MI 84x4 II 7 9 3x4= 6 8x10 M18AHS= 4x5= 1-1-4 I 6-1-8 6-5-7 12-3-0 12 -1 1-1-4 5-0-4 0-3-14 5-9-9 0 1 Plate Offsets(X,Y)-- [1:0-0-4,0-2-12],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-2-0],[8:0-2-8,0-2-0],[9:0-5-0,0-3-4] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.02 7-8 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.04 7-8 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress InaNO WB 0.47 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7-8 >999 240 Weight:80 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 9) Max Uplift 9=-26(LC 8) Max Gray 9=1064(LC 1),6=1064(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-297/65,2-3=-265/57,3-4=-892/186,5-6=-70/260 BOT CHORD 8-9=-230/270,7-8=-329/986,6-7=-146/671 WEBS 4-6=-1454/308,4-7=-96/257,2-8=-157/915,3-8=-1265/279,2-9=-637/114 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. ��,D P ROFFs 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. �� �v\G I N E • o 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. 2 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -�c/ 9 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for Ct89200PE the intended use of this truss. LOAD CASE(S) Standard tit' - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 -,ems �� •• -. . Uniform Loads-5If- QREGON�� 1✓�Vert:1-5=-170,6-9=-10 G" /f_ q 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Q Y 7 4,2fl f � Vert:1-5=-140,6-9=-1 o ILj R R -� gP 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 RENEWAL DATE: 12-31-2023 May 22,2023 4Continued on oaae 2 MM. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ar a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 __ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360559 22-DD2739 D01-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:17 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgpgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-135,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-126,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-137,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-160,6-9=-10 4 I N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 __ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360560 22-DD2739 D02 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:18 2023 Page 1 ID:8g6sYjJexr3Je3T10-5-1 ezIB9D-RfC?PsB70Hg3N2-5-15 8w3uITXbGKWrCDoi7J4zJC?f 1-1-4 2-5-13 3-1-4 6-2-15 10-5-1 12-5-15 1-1-4 1-4-9 0-7-7 3-1-11 4-2-2 2-0-13 3x5= 10 Scale=1:29.1 0.38 12 4x10 II 3x4= 5x7= 3x7 I I 4 1 2 3 w IN Mil I 7:1" III um la ,li I 84x4 II 7 .111 M. 9 3x4= 6 8x10 M18AHS= 3x5= 1-1-4 6-2-15 6]517 12-5-14 12--15 1-1-4 5-1-11 0-2-8 6-0-7 0-0-1 Plate Offsets(X,Y)-- [1:0-0-4,0-2-12],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-1-8],[8:0-2-8,0-2-0],[9:0-5-0,0-3-4] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.02 7-8 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.04 7-8 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.03 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7 >999 240 Weight:81 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 9) Max Uplift 9=-3597(LC 28),6=-369(LC 28) Max Gray 9=4319(LC 26),6=1091(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-790/597,1-2=-336/274,2-3=-1214/1027,3-4=-1710/1077 BOT CHORD 8-9=-1022/1216,7-8=-1900/2548,6-7=-208/703 WEBS 4-6=-1378/405,3-7=-1118/1100,4-7=-1101/1312,2-8=-1256/1899,2-9=-3086/2619, 3-8=-2473/1670 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 c 3)All plates are MT20 plates unless otherwise indicated. 'Q` P R��4 SS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �\� %9G2 ) �R /O5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 4ma -ly9=3597,E=ass. 00PE 1"-- 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. ��, 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at tag 3-1-4,and 2344 lb down and 2344 lb up at 1-1-4 on top chord. The design/selection of such connection device(s)is the 0 Q responsibility of others. y f OR E GO N 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). G/0'/,q y 14 ,LO 1� 4 LOAD CASE(S) Standard Except MAR MIA-L`- feP 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-5=-163,6-9=-10 RENEWAL DATE: 12-31-2023 ontinued on oaae 2 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A mama building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek El MiTek USA,Inc. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360560 22-DD2739 002 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:18 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Except: 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-134,6-9=-10 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-5=-120,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-129,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-120,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.let)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-131,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-5=-153,6-9=-10 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=-2344(F) 27)User defined:Lumber lncrease=2.00,Plate lncrease=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=2344(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe kp is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Oty Ply Mario's-Hampton Apts 22-DD2739 D02-ALT ROOF SPECIAL 0 1 R76360561 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:19 2023 Page 1 I D:8g6sYjJex r3Je3TE9 W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rC Doi7J4zJC?f 1-1-4 I 2-5-13 I3-1-4 6-2-15 10-5-1 12-5-15 1-1-4 1-4-9 0-7-7 3-1-11 I 4-2-2 2-0-14 3x5= 10 Scale=1:29.1 0.38 12 4x10 II 3x4= 5x7= 3x7 II 4 1 2 3 s! Ifillir lAithihillipilirV' Ili ME .■ no .. - 84x4= OM 7 �� 9 3x4= 6 8x10 M18AHS= 3x5= I 1-1-4 I 6-2-15 6T517 12-5-14 1215 1-1-4 5-1-11 0-2-8 6-0-7 0-0-1 Plate Offsets(X,Y)— [1:0-0-4,0-2-8],[2:0-5-0,0-1-12],[5:0-2-4,0-1-8],[6:0-2-4,0-1-8],[9:0-4-8,Edge] TCLL LOADING (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.02 7-8 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.04 7-8 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7 >999 240 Weight:81 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Harz 9=127(LC 9) Max Uplift 9=-25(LC 8) Max Gray 9=1038(LC 1),6=1038(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-287/65,2-3=-260/58,3-4=-896/190 BOT CHORD 8-9=-229/265,7-8=-330/964,6-7=-159/704 WEBS 4-6=-1378/306,2-8=-158/893,2-9=-624/115,3-8=-1236/280 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. ���- 0 P RQFFS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. ,NG)N9 cSjO 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �C/ p 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 89200 PE the intended use of this truss. LOAD CASE(S) Standard /„S/,' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -�� . 41111P — - Uniform Loads(plf) ''y OREGON �� Vert:1-5=-163,6-9=-10 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L/�2!4 1 4 2�\ P�` Uniform Loads(plf) Vert:1-5=-134,6-9=-10E-R R 10- 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 _ I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270I Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360561 22-DD2739 D02-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:19 2023 Page 2 I D:8g6sYjJexr3Je3TE9 W DtkezlB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rC Doi7J4zJ C?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-120,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-129,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-120,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-5=-131,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-153,6-9=-10 A t I _ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iy 1 k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding Ore fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 • Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360562 22-DD2739 D03 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:20 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB7oHg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-1-4 1 2-5-13 3-1-4 6-4-6 10-5-1 12-8-12 1-1-4 1-4-9 0-7-7 3-3-2 4-0-11 2-3-11 3x5= Scale=1:29.3 10 0.38 12 4x10 II 3x4= 4x8 M18AHS I I 3x7 II 4 1 2 11 12 3 in Ilrav IlidA /Ilini II II II i WM P min a, Mill Y 7 �/ 9 84x4 3x4= , 8x10 M18AHS= 3x5= 1-1-4 6-4-6 6--7 12-8-12 12--12 1-1-4 5-3-2 0--1 6-3-5 0-0-1 Plate Offsets(X,Y)— [1:0-4-9,0-0-4],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-1-8],[8:0-2-8,0-1-12],[9:0-4-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.07 7-8 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert CT -0.08 7-8 >999 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7 >999 240 Weight:82 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 9) Max Uplift 9=-3604(LC 32),6=-348(LC 32) Max Gray 9=5348(LC 26),6=1634(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-2521/1937,1-2=-338/275,2-3=-1221/1029,3-4=-1806/1091 BOT CHORD 8-9=-1024/1222,7-8=-1907/2569,6-7=-232/1120 WEBS 4-6=-2000/418,3-7=-1088/1090,4-7=-1089/1283,2-8=-1257/1911,2-9=-3101/2625, 3-8=-2492/1670 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 c 3)All plates are MT20 plates unless otherwise indicated. � ��O PRQ�css 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`r 5)Refer to girder(s)for truss to truss connections. �? 'NG NE u9 /O� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -v 9=3604,6=348. 89200PE r 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29,30,31,32,33 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at • 2-3-5,2344 lb down and 2344 lb up at 0-1-12,and 2344 lb down and 2344 lb up at 3-1-4,and 2344 lb down and 2344 lb up at OREGON 1-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9L ,/_ k 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /Q Y/q) 14 20� P� LOAD CASE(S) Standard Except: MFR R 1Lk- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-139,6-9=-10 RENEWAL DATE: 12-31-2023 May 22,2023 *9ontinued on oaae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing P11 Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360562 22-DD2739 D03 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:21 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGK W rC Doi7J4zJ C?f LOAD CASE(S) Standard Except: Trapezoidal Loads(plf) Vert:11=-139-to-5=-225 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-117,6-9=-10 Trapezoidal Loads(plf) Vert:11=-117-to-5=-181 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-103,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 Trapezoidal Loads(plf) Vert:11=-103-to-5=-167 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-111,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 Trapezoidal Loads(plf) Vert:11=-111-to-5=-176 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-103,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 Trapezoidal Loads(plf) Vert:11=-103-to-5=-167 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-114,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 Trapezoidal Loads(plf) Vert:11=-114-to-5=-178 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-129,6-9=-10 Trapezoidal Loads(plf) Vert:11=-129-to-5=-215 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-11=-139(F=-100),6-9=-10(F) Concentrated Loads(Ib) Vert:1=-2344(F)12=-2344(F) Trapezoidal Loads(plf) Vert:11=-139(F=-100)-to-5=-225(F=-100) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-11=-139(F=-100),6-9=-10(F) Concentrated Loads(Ib) Vert 1=-2344(F)12=2344(F) Trapezoidal Loads(plf) Vert:11=-139(F=-100)-to-5=-225(F=-100) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-11=-139(F=-100),6-9=-10(F) Concentrated Loads(Ib) Vert:1=2344(F)12=2344(F) Trapezoidal Loads(plf) Vert:11=-139(F=-100)-to-5=-225(F=-100) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-11=-139(F=-100),6-9=-10(F) Concentrated Loads(Ib) Vert:1=2344(F)12=-2344(F) Trapezoidal Loads(plf) Vert:11=-139(F=-100)-to-5=-225(F=-100) 30)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=-2344(F) 31)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=-2344(F) 32)User defined:Lumber Increase=2.00,Plate Increase=2.00 Continued on oaae 3 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360562 22-DD2739 D03 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:21 2023 Page 3 ID:8g6s'iJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=2344(F) 33)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=2344(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19I2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360563 22-DD2739 D03-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:22 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB7oHg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 1 1-1-4 1 2-5-13 13-14 I 6-4-61 10-5-1 12-8-12 1-1-414-9 0-7-7 3-3-2 4-0-11 2-3-11 3x5= Scale=1:29.3 10 0.38 12 4x10 II 3x4= 4x8 M18AHS II 3x7 II 4 1 2 11 3 P_________ ct Y Y 7 WI 8 M 9 4x4 3x4= 6 8x10 M18AHS= 3x5= 1-1-4 6-4-6 6-5-7 12-8-11 12- 12 1-1-4 5-3-2 0- -1 6-3-4 0-0-1 Plate Offsets(X,Y)-- [1:0-4-9,0-0-4],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-1-8],[8:0-2-8,0-1-12],[9:0-4-12,0-3-4] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.02 7-8 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.04 7-8 >999 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7 >999 240 Weight:82 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 11) Max Uplift 9=-25(LC 8) Max Gray 9=1050(LC 1),6=1242(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-292/65,2-3=-261/59,3-4=-1009/193 BOT CHORD 8-9=-229/267,7-8=-332/1023,6-7=-172/872 WEBS 4-6=-1569/306,2-8=-159/969,2-9=-624/115,3-8=-1336/280 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. �:8‘49G21 �[} P R�F� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. ��` ss�O6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. 2 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 4' 00PE 9 the intended use of this truss. • LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) fl Q Vert:1-1t=-139,6-9=-10 7 Trapezoidal Loads(plf) li< �AlY O\� Q Vert:11=-139-to-5=-225 14,2 leIQ"�' 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /1/i� Uniform Loads(plf) R R i L Vert:1-11=-117,6-9=-10 Trapezoidal Loads(plf) Vert:11=-117-to-5=-181 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. pa Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall 's building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360563 22-DD2739 D03-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:22 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-103,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 Trapezoidal Loads(plf) Vert:11=-103-to-5=-167 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-111,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 Trapezoidal Loads(plf) Vert:11=-111-to-5=-176 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-103,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 Trapezoidal Loads(plf) Vert:11=-103-to-5=-167 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-114,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 Trapezoidal Loads(plf) Vert:11=-114-to-5=-178 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-129,6-9=-10 Trapezoidal Loads(plf) Vert:11=-129-to-5=-215 4 WM= A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek(is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 ._. Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360564 22-DD2739 D04 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:23 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB90-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC7f 1-14 2-5-13 3-1-46-5-13 10-5-1 I 12-11-10 1-14 1-4-9 0.7-7 3-4-9 3-11-4 2-6-9 3x5= Scale=1:29.3 10 0.38 12 4x10 II 3x4= 5x7= 3x7 I I 4 1 2 11 3 ' Tit I i A 0 a !IIIIMni 7 WI 8 M 9 4x4 3x4= 6 8x10 M18AHS= 3x5= 12-11-10 I 1-14 3-1-4 6-5-7 6$r13 12-8-9 d 1 J-7 11r9 1-14 2-0-0 3-4-30-111-6 6-2-12 0-0-1 Plate Offsets(X,Y)-- [1:0-0-4,0-2-12],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-1-8],[8:0-2-8,0-1-12],[9:0-5-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.02 6-7 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.04 6-7 >999 240 M18AHS 145/140 TCDL 25.0 Rep Stress!nor NO WB 0.77 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7 >999 240 Weight:83 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 11) Max Uplift 9=-3610(LC 28),6=-327(LC 28) Max Gray 9=4361(LC 26),6=1165(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-795/599,1-2=-340/275,2-3=-1227/1031,3-4=-1796/1104 BOT CHORD 8-9=-1026/1228,7-8=-1913/2590,6-7=-254/862 WEBS 4-6=-1436/429,2-9=-3116/2631,3-7=-1059/1081,4-7=-1077/1255,2-8=-1258/1923, 3-8=-2511/1669 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. ��E� P R�>CFS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � G)N� S, 5)Refer to girder(s)for truss to truss connections. N Fg �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=3610,6=327. 4 89200PE 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 3-1-4,and 2344 lb down and 2344 lb up at 1-1-4 on top chord. The design/selection of such connection device(s)is the O EGON jV responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). G/6�q y 14 2Q1 P�� LOAD CASE(S) Standard Except: MFR R I l t V 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-123,6-9=-10 RENEWAL DATE: 12-31-2023 May 22,2023 S',ontinued on oaae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mill- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available born Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360564 22-DD2739 D04 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:23 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: Trapezoidal Loads(plf) Vert:11=-123-to-5=-209 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-105,6-9=-10 Trapezoidal Loads(plf) Vert:11=-105-to-5=-170 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-11=-91,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 Trapezoidal Loads(plf) Vert:11=-91-to-5=-155 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-100,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 Trapezoidal Loads(plf) Vert:11=-100-to-5=-164 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-91,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 Trapezoidal Loads(plf) Vert:11=-91-to-5=-155 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-102,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 Trapezoidal Loads(pit) Vert:11=-102-to-5=-167 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-113,6-9=-10 Trapezoidal Loads(plf) Vert:11=-113-to-5=-199 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(lb) Vert:2=-2344(F)3=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(lb) Vert:2=-2344(F)3=2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(lb) Vert:2=2344(F)3=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-5=-50(F),6-9=-10(F) Concentrated Loads(lb) Vert:2=2344(F)3=-2344(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for art individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360565 22-DD2739 D04-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:24 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f 11 1-1-0 2-5-13 3-1-4 1 6-5-13 1 10-5-1 12-11-10 1-1-4 1-4-9 0-7-7 3-4-9 3-11-4 2-6-9 3x5= Scale=1:29.3 10 0.38 12 um ii'ii 4x10 II 3x4= 5x7= 3x7 II 4 1 2 11 3 S'S v rb „1,i1 .. .. r r. 7 ►. 8 9 4x4 II 3x4= , 8x10 M18AHS= 3x5= 12-11-10 1-1-4 3-1-4 1 6-5-713 12-8-9 1 ,1 9 -,< 2-0-0 3-4-3 0-85 6-2-12 b 0-0-1 Plate Offsets(X,Y)-- [1:0-0-4,0-2-12],[3:0-4-4,0-1-8],[5:0-2-4,0-1-8],[6:0-2-4,0-1-8],[8:0-2-8,0-1-12],[9:0-5-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.02 6-7 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.04 6-7 >999 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.01 7 >999 240 Weight:83 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,6-10:2x6 DF No.2 REACTIONS. (size) 9=Mechanical,6=0-5-7 Max Horz 9=127(LC 9) Max Uplift 9=-24(LC 8) Max Gray 9=968(LC 1),6=1165(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-266/65,3-4=-961/196 BOT CHORD 7-8=-334/944,6-7=-184/862 WEBS 4-6=-1436/306,2-9=-579/116,2-8=-160/896,3-8=-1232/281 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.Opsf;BCDL=3.0psf;h=57ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. ����� P R OFr�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t 5)Refer to girder(s)for truss to truss connections. � \AG)N /O 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �Cr 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for Ct 89200PE �� the intended use of this truss. LOAD S Standard 1)Deadd+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Q Vert:1-11=-123,6-9=-10 y OREGON tV Trapezoidal Loads(plf) L ""� 1� Vert:11=-123-to-5=-209 i� q Y 4,20 �p4 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 v/ R R 10— Uniform Loads(plf) Vert:1-11=-105,6-9=-10 Trapezoidal Loads(plf) Vert:11=-105-to-5=-170 RENEWAL DATE: 12-31-2023 May 22,2023 ,Onntinued on naae 2 I -.. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360565 22-DD2739 D04-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:24 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC7f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-91,6-9=-10 Horz:1-9=14,1-5=-14,5-6=5,5-10=24 Trapezoidal Loads(plf) Vert:11=-91-to-5=-155 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-100,6-9=-10 Horz:1-9=-5,1-5=-6,5-6=-14,5-10=-24 Trapezoidal Loads(plf) Vert:11=-100-to-5=-164 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-91,6-9=-10 Horz:1-9=13,1-5=-14,5-6=4,5-10=16 Trapezoidal Loads(plf) Vert:11=-91-to-5=-155 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-102,6-9=-10 Horz:1-9=-2,1-5=-3,5-6=-9,5-10=16 Trapezoidal Loads(plf) Vert:11=-102-to-5=-167 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-113,6-9=-10 Trapezoidal Loads(plf) Vert:11=-113-to-5=-199 t I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360566 22-DD2739 D05 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:25 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f 20-9-8 i 4-3-2 12-2-7 18-9-8 120-1 12 I 28-1-0 30-10-0 4-3-2 7-11-5 6-7-1 1-4-4 0-7-12 7-3-8 2-9-0 Scale=1:54.5 0.38 12 3x5= 17 4x6= 4x8= 4x7 II 6x8 M18AHS II 5x8 M18AHS= E 3x4 3x10 M18AHS= 3 18 4 5 19 20 6 7 i ao 0 `. • n El v a 16 15 14 13 12 11 10 9 5x8 M18AHS= 4x8 M18AHS= 3x6= 4x4= 5x6= 7x10 M18AHS zr 4x10= 5x10 M18AHS= 8-2-13 16-2-1 18-9-8 i 24-1-6 30-10-0 8-2-13 7-11-5 2-7-7 5-3-14 6-8-10 Plate Offsets(X,Y)-- [2:0-4-8,0-1-8],[5:0-4-4,0-2-0],[6:0-4-4,0-3-0],[7:0-3-8,0-2-8],[8:0-2-3,0-1-12],[9:0-5-0,0-4-12],[10:0-2-2,0-2-8],[11:0-3-8,0-2-12],[12:0-2-0,0-1-8], [16:Edge,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.21 13-14 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.43 13-14 >857 240 M18AHS 145/140 TCDL 25.0 Rep Stress Ina- NO WB 0.85 Horz(CT) 0.22 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.10 13-14 >999 240 Weight:190 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 10-15:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 3-1-7 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 7-9,4-14,4-13,6-11,7-11,2-16 9-17:2x6 DF No.2,2-14,6-11,7-11,2-16:2x4 DF No.2 REACTIONS. (size) 16=0-5-8,9=0-5-8 Max Horz 16=126(LC 11) Max Uplift 16=-750(LC 28),9=-2110(LC 28) Max Gray 16=2578(LC 26),9=3938(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-7598/3307,4-5=-12328/7274,5-6=-13410/8621,6-7=-8138/5076 BOT CHORD 14-16=-1464/4370,13-14=-5093/10391,12-13=-8615/13405,11-12=-8153/12517, 9-11=-1751/3229 WEBS 2-14=-2125/3727,7-9=-4869/2638,4-14=-3337/2136,4-13=-2587/2291,5-13=-1587/1966, 6-11=-5768/4054,7-11=-4189/6189,2-16=4896/1662,5-12=-2333/1788, 6-12=-2154/2891 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; tip, P R�f�S MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-1-10,Corner(3)19-1-10 to 30-7-4 �\�� �NG]lU E�R cSj� zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,P shown;Lumber DOL=1.60 plate grip DOL=1.60 t,,y .9 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 Q 89200PE 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) OF 16=750,9=2110. !,� 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • Q 7)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they 9 OR EG ON are correct for the intended use of this truss. `� /q Y 14, 4 L�� �` 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at A ��. 20-9-8,and 2344 lb down and 2344 lb up at 18-9-8 on top chord. The design/selection of such connection device(s)is the '✓/ 'R R i 0- responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: RENEWAL DATE: 12-31-2023 4wi tintted on nave 2 May 22,2023 A ter. mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360566 22-DD2739 D05 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:25 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-100,9-16=-10 Trapezoidal Loads(plf) Vert:20=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-88,9-16=-10 Trapezoidal Loads(plf) Vert:20=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,9-16=-10 Horz:1-16=14,1-8=-14,8-9=5,8-17=24 Trapezoidal Loads(plf) Vert:20=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,9-16=-10 Horz:1-16=-5,1-8=-6,8-9=-14,8-17=-24 Trapezoidal Loads(plf) Vert:20=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,9-16=-10 Horz:1-16=13,1-8=-14,8-9=4,8-17=16 Trapezoidal Loads(plf) Vert:20=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-84,9-16=-10 Horz:1-16=-2,1-8=-3,8-9=-9,8-17=16 Trapezoidal Loads(plf) Vert:20=-84-to-8=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-90,9-16=-10 Trapezoidal Loads(plf) Vert:20=-90-to-8=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(lb) Vert:5=-2344(F)6=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:5=-2344(F)6=2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:5=2344(F)6=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),9-16=-10(F) Concentrated Loads(Ib) Vert:5=2344(F)6=-2344(F) 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a Cuss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' A1Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360567 22-DD2739 D05-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:26 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 20-9-8 4-3-2 12-2-7 18-9-8 I20-1-121 I 28-1-0 30-10-0 4-3-2 7-11-5 6-7-1 1-4-4 0'-7-12 7-3-8 2-9-0 Scale=1:54.5 0.38 12 3x5= 17 4x6= 4x7 II 6x8 M18AHS II 5x8 M18AHS= 3x4 II 3x10 M18AHS= 4x8= 5 19 20 6 7 8 1 2 3 18 4 MI 9 0 9 ;`,11ri � e 15 14 13 12 11 1016 9 5x8 M18AHS= 4x8 M18AHS= 3x6= 4x4= 5x6= 7x10 M18AHS= 4x10= 5x10 M18AHS= 8-2-13 16-2-1 i 18-9-8 24-1-6 30-10-0 8-2-13 7-11-5 2-7-7 5-3-14 6-8-10 Plate Offsets(X,Y)— [2:0-4-8,0-1-8],[5:0-4-4,0-2-0],[6:0-4-4,0-3-0],[7:0-3-8,0-2-8],[8:0-2-3,0-1-12],[9:0-5-0,0-4-12],[10:0-2-2,0-2-8],[11:0-3-8,0-2-12],[12:0-2-0,0-1-8], [16:Edge,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.21 13-14 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.43 13-14 >857 240 M18AHS 145/140 TCDL 25.0 Rep Stress!nor NO WB 0.76 Horz(CT) 0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.10 13-14 >999 240 Weight:190 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 10-15:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-16 9-17:2x6 DF No.2,2-14,6-11,7-11,2-16:2x4 DF No.2 REACTIONS. (size) 16=0-5-8,9=0-5-8 Max Horz 16=126(LC 11) Max Uplift 16=-13(LC 8),9=-2(LC 12) Max Gray 16=1731(LC 1),9=2086(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4094/389,4-5=-4951/496,5-6=-4758/499,6-7=-3176/345 BOT CHORD 14-16=-437/2789,13-14=-597/5141,12-13=-492/4758,11-12=-461/4455,9-11=-165/1676 WEBS 2-14=-86/1495,7-9=-2554/251,4-14=-1263/183,5-13=-28/310,6-11=-1701/218, 7-11=-164/1875,2-16=-3120/365,5-12=-399/59,6-12=-54/531 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-1-10,Corner(3)19-1-10 to 30-7-4 Lfl V PR 0re, zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions L shown;Lumber DOL=1.60 plate grip DOL=1.60 �� i�G'NEF9 s�o 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 2 3)All plates are MT20 plates unless otherwise indicated. -9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 89200PE f 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,9. 6)Thiso truss is designed accordance1,22, 3 with the 2018e InternationalBuilding Code section e1 and referenced standard correct f r1. `wIF 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. r OREGON SC LOAD CASE(S) Standard 7 <C/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �/ 'l 4 Y 14,2° 'tom Uniform Loads(plf) Q Vert:1-20=-100,9-16=-10 ' R R'0- c5P Trapezoidal Loads(plf) Vert:20=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 r,,nnfinied on nome 2 May 22,2023 I -... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 CraM Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360567 22-DD2739 005-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:27 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-20=-88,9-16=-10 Trapezoidal Loads(plf) Vert:20=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,9-16=-10 Horz:1-16=14,1-8=-14,8-9=5,8-17=24 Trapezoidal Loads(plf) Vert:20=-7 3-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,9-16=-10 Horz:1-16=-5,1-8=-6,8-9=-14,8-17=-24 Trapezoidal Loads(plf) Vert:20=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increaser-1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-20=-73,9-16=-10 Horz:1-16=13,1-8=-14,8-9=4,8-17=16 Trapezoidal Loads(plf) Vert:20=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-20=-84,9-16=-10 Horz:1-16=-2,1-8=-3,8-9=-9,8-17=16 Trapezoidal Loads(pit) Vert:20=-84-to-8=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-90,9-16=-10 Trapezoidal Loads(pit) Vert:20=-90-to-8=-176 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'Moak' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360568 22-DD2739 DO6FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:28 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 20-9-8 1-9-2 3-9-2 ¢3- 12-2-7 16-9-8 19-11-8I 22-11-1 28-1-0 30-9-2 1-9-2 2-0-0 d-6-b 7-11-5 6-7-1 1-2-0 0.10-1 2-1-9 5-1-15 2-8-2 Scale=1:54.4 0.38 12 3x5= 19 5x8 M18AHS= 5x8 M18AHS I I 4x6= _ 4x7 u 6x8 M18AHS 8 c 4x6= 6x8= q 20 58--= 6 21 7 1 2 3 0 ON o_ / a r7 n m xo 18 17 16 15 14 13 12 11 10 18 8x10 M18AHS= 4x5 II 4x8 M18AHS= 3x6= 4x4— 5x10 M18AHS= 7x10 M18AHS— 4x8 M18AHS= 6x8 M18AHS= 2-9-2 8-2-13 16-2-1 18-9-8 19-11-l� 24-1-6 30-9-2 2-9-2 5-5-11 7-11-5 2-7-7 1-2-0 4-1-14 6-7-12 Plate Offsets(X,Y)-- [2:0-4-12,0-2-8],[3:0-3-12,0-4-0],[6:0-4-4,0-2-0],[7:0-4-4,0-3-0],[8:0-3-8,0-2-8],[9:0-2-3,0-1-12],[10:0-5-0,0-4-12],[11:0-3-8,0-2-12],[13:0-2-0,0-1-8], [17:0-2-0,0-2-0],[18:0-4-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.20 14 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.41 14-15 >886 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.21 10 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.09 14 >999 240 Weight:194 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc puffins, BOT CHORD 2x6 DF 1800F 1.6E*Except* except end verticals. 16-18:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 8-10,8-11,5-15,5-14,7-11 1-18,10-19:2x6 DF No.2,2-18,8-11,7-11,3-15:2x4 DF No.2 REACTIONS. (size) 18=0-5-8,10=0-5-8 Max Horz 18=126(LC 9) Max Uplift 18=-3387(LC 29),10=-2118(LC 32) Max Gray 18=5205(LC 28),10=3936(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-441/208,1-2=-348/216,2-3=-4549/2647,3-5=-7508/3289,5-6=-12233/7229, 6-7=-13317/8582,7-8=-8045/5030 BOT CHORD 17-18=-2279/3432,15-17=-3092/5731,14-15=-5046/10296,13-14=-8576/13312, 11-13=-8109/12424,10-11=-1704/3139 WEBS 2-18=-5489/3672,8-10=-4812/2608,8-11=-4191/6186,5-15=-3332/2101, 5-14=-2589/2291,6-14=-1591/1975,7-11=-5767/4056,6-13=-2330/1790, 7-13=-2158/2887,2-17=-1203/3057,3-17=-3087/1255,3-15=-2330/4105 NOTES- �Q\�R PROpess 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; NG�NEF /O MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-0-12,Comer(3)19-0-12 to 30-6-6 2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions Q� shown;Lumber DOL=1.60 plate grip DOL=1.60 89200PE 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. 4)Bearing capacity is increased by the plate at joint(s)18.Plate must be within 1/4 in of bearing surface. /�� ��_ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tall . 4/ - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) * 44t 18=3387,10=2118. -It- 4iOREGON Dx k 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /Q 'Q14,Z Q + � 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29,30,31,32,33 has/have been modified.Building designer must review loads to y verify that they are correct for the intended use of this truss. 4/ER -ER R 10- P 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 3-9-2,2344 lb down and 2344 lb up at 1-9-2,and 2344 lb down and 2344 lb up at 20-9-8,and 2344 lb down and 2344 lb up at 18-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL DATE: 12-31-2023 May 22,2023 t36(Maj6d1af leeandard Except: ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360568 22-DD2739 DO6FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:28 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbG KW rCDoi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-100,10-18=-10 Trapezoidal Loads(plf) Vert:21=-100-to-9=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-88,10-18=-10 Trapezoidal Loads(plf) Vert:21=-88-to-9=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-73,10-18=-10 Horz:1-18=14,1-9=-14,9-10=5,9-19=24 Trapezoidal Loads(plf) Vert:21=-73-to-9=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-82,10-18=-10 Horz:1-18=-5,1-9=-6,9-10=-14,9-19=-24 Trapezoidal Loads(plf) Vert:21=-82-to-9=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-21=-73,10-18=-10 Horz:1-18=13,1-9=-14,9-10=4,9-19=16 Trapezoidal Loads(plf) Vert:21=-73-to-9=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=434,10-18=-10 Horz:1-18=-2,1-9=-3,9-10=-9,9-19=16 Trapezoidal Loads(plt) Vert:21=-84-to-9=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-90,10-18=-10 Trapezoidal Loads(plf) Vert:21=-90-to-9=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(lb) Vert:2=-2344(F)3=2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=-2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=2344(F) 30)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(Ib) Vert:6=-2344(F)7=-2344(F) 31)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(lb) Vert:6=-2344(F)7=2344(F) 32)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(Ib) Vert:6=2344(F)7=2344(F) 33)User defined:Lumber Increase=2.00,Plate Increase=2.00 Continued on naae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360568 22-DD2739 DO6FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:28 2023 Page 3 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Uniform Loads(plf) Vert:1-9=-50(F),10-18=-10(F) Concentrated Loads(lb) Vert:6=2344(F)7=-2344(F) I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i�iT®k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 DO6FPALT ROOF SPECIAL 0 1 R76360569 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:29 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkez189D-RfC?Ps670Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f 20-9-8 1-9-2 3-9-2 3- 12-2-7 18-9-8 19-11-5 22-11-1 28-1-0 30_g_2 1-9-2 I 2-0-0 9-6-0 7-11-5 6-7-1 1-2-0 0-10-9 2-1-9 5-1-15 2-8-2 1 Scale=1:54.4 0.38 FIT 3x5= t9 5x8 M18AHS II 4x6= 4x7 11 6x8 M18AHS I I 5x8 M18AHS= 4x6= 6x8= 4x8= 8S 1 2 3 4 20 5 6 21 7 A/AIIIIIIIIIIIh._AiaIIIIIIIIIIIIIIIIIIIIIIIIIIII%-"li"IIIIII IN-'417' yr '18 17 16 15 14 13 12 11 1 . 4x5 II 4x8 M18AHS= 10 7x10 M18AHS= 3x6= 4x4= 5x10 M18AHS= 7x10 M18AHS= 4x8 M18AHS= 6x8 M18AHS= 2-9-2 1 8-2-13 16-2-1 18-9-8 9-11 24-1-6 30-9-2 2-9-2 5-5-11 7-11-5 2-7-7 '1-2-0' 4-1-14 I 6-7-12 Plate Offsets(X,Y)- [2:0-4-12,0-2-8],[3:0-3-12,0-4-0],[6:0-4-4,0-2-0],[7:0-4-4,0-3-0],[8:0-3-8,0-2-8],[9:0-2-3,0-1-12],[10:0-5-0,0-4-12],[11:0-3-8,0-2-12],[13:0-2-0,0-1-8], [17:0-2-0,0-2-0],[18:Edge,0-4-12] TCLLLOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.20 14 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.41 14-15 >886 240 M18AHS 145/140 BCLL 0,0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.09 10 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.09 14 >999 240 Weight:194 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc puffins, BOT CHORD 2x6 DF 1800F 1.6E*Except* except end verticals. 16-18:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* 1-18,10-19:2x6 DF No.2,2-18,8-11,7-11,3-15:2x4 DF No.2 REACTIONS. (size) 18=0-5-8,10=0-5-8 Max Horz 18=126(LC 9) Max Uplift 18=-13(LC 8),10=-2(LC 12) Max Gray 18=1722(LC 1),10=2075(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1808/186,3-5=-4031/389,5-6=-4899/493,6-7=-4704/497,7-8=-3128/344 BOT CHORD 17-18=-260/1093,15-17=-410/2522,14-15=-599/5096,13-14=-490/4705, 11-13=-460/4406,10-11=-162/1630 WEBS 2-18=-1721/176,8-10=-2527/250,8-11=-166/1873,5-15=-1287/185,5-14=-252/108, 6-14=-26/320,7-11=-1700/219,6-13=-390/56,7-13=-53/527,2-17=-193/1766, 3-17=-1781/226,3-15=-123/1680 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; {O�,Ep PR OF�� MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-0-12,Comer(3)19-0-12 to 30-6-6 ��\c� ��G]N� � cr, zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 Ct 89200PE p 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rill � F 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,10. `� . 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for t !t the intended use of this truss. �L OREGON �"4/ LOAD CASE(S) Standard !O ��'j Z� 4- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 pV/ R R I Ll �P Uniform Loads(plf) Vert:1-21=-100,10-18=-10 Trapezoidal Loads(plf) Vert:21=-100-to-9=-186 RENEWAL DATE: 12-31-2023 Continued on owe 2 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360569 22-DD2739 DO6FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:29 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-88,10-18=-10 Trapezoidal Loads(plf) Vert:21=-88-to-9=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-73,10-18=-10 Horz:1-18=14,1-9=-14,9-10=5,9-19=24 Trapezoidal Loads(plf) Vert:21=-73-to-9=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-82,10-18=-10 Horz:1-18=-5,1-9=-6,9-10=-14,9-19=-24 Trapezoidal Loads(plf) Vert:21=-82-to-9=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-73,10-18=-10 Horz:1-18=13,1-9=-14,9-10=4,9-19=16 Trapezoidal Loads(plf) Vert:21=-73-to-9=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-84,10-18=-10 Horz:1-18=-2,1-9=-3,9-10=-9,9-19=16 Trapezoidal Loads(plf) Vert:21=-84-to-9=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-90,10-18=-10 Trapezoidal Loads(plf) Vert:21=-90-to-9=-176 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360570 22-DD2739 DO7FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:31 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgpgnL8w3u1TXbGKW rCDoi7J4zJC?f 20-9-8 1-9-2 i 3-9-2 i 7-9-13 I 12-2-7 18-9-8 120-1 12I I 22-10-7 28-1-0 I 30-8-4 1-9-2 2-0-0 4-0-11 4-4-10 6-7-1 1-4-4 0'-7-12 2-0-15 5-2-9 2-7-4 Scale=1:54.3 0.38 I12 4x7 II 3x5= 18 5x8 M18AHS II 4x8 M18AHS=6x8 M18AHS II 5x8 M18AHS= 4x6= 6x8= 4x8= g 194 5 6 20 7 1 2 3 2 0 vs 17 16 15 14 13 12 11 10 7x10 M18AHS= 4x5 II 6x8 M18AHS= 3x6= 4x4= 5x10 M18AHS= 7x10 M18AHS= 5x8 M18AHS= 2-9-2 8-2-13 16-2-1 18-9-8 I 24-1-6 30-8-4 2-9-2 5-5-11 7-11-5 2-7-7 5-3-14 6-6-14 Plate Offsets(X,Y)-- [2:0-4-12,0-2-8],[3:0-3-12,0-4-0],[6:0-4-12,0-1-12],[7:0-4-4,0-3-0],[8:0-3-8,0-2-8],[9:0-2-3,0-1-12],[10:0-5-0,0-4-12],[11:0-3-8,0-2-12],[12:0-2-0,0-1-8], [15:0-4-0,0-3-0],[16:0-2-0,0-2-0],[17:Edge,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.20 13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.41 13-15 >891 240 M18AHS 145/140 TCDL 25.0 Rep Stress Ina NO WB 0.92 Horz CT 0.21 10 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.09 13 >999 240 Weight:194 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins, BOT CHORD 2x6 DF No.2"Except" except end verticals. 10-14:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 3-1-9 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 4-15,8-10,4-13,7-11,8-11 1-17,10-18:2x6 DF No.2,2-17,3-15,7-11,8-11:2x4 DF No.2 REACTIONS. (size) 17=0-5-8 (req.0-5-9),10=0-5-8 Max Horz 17=126(LC 9) Max Uplift 17=-3389(LC 29),10=-2127(LC 32) Max Gray 17=5202(LC 28),10=3941(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-441/208,1-2=-348/216,2-3=-4545/2648,3-4=-7477/3273,4-6=-12177/7199, 6-7=-13255/8549,7-8=-7969/4989 BOT CHORD 16-17=-2280/3430,15-16=-3094/5726,13-15=-5022/10252,12-13=-8542/13250, 11-12=-8072/12356,10-11=-1658/3056 WEBS 2-17=-5485/3673,3-15=-2320/4086,4-15=-3317/2093,8-10=-4764/2581, 4-13=-2581/2277,6-13=-1580/1970,7-11=-5777/4062,8-11=4197/6195, 2-16=-1205/3055,3-16=-3084/1257,6-12=-2331/1788,7-12=-2155/2889 NOTES- (,_,0 PRQFFS 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; �� SNAG I N E- 0/, MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 18-11-14,Corner(3)18-11-14 to 30-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for LCr -":7 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `r 89200PE 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ,,y 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)WARNING:Required bearing size at joint(s)17 greater than input bearing size. Ww �� 411111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11. + 17=3389,10=2127. y O•EGON ✓� 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /0 }.14'Zfl�P.t� 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29,30,31,32,33 has/have been modified.Building designer must review loads to C verify that they are correct for the intended use of this truss. tI/J F?R,O- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 3-9-2,2344 lb down and 2344 lb up at 1-9-2,and 2344 lb down and 2344 lb up at 20-9-8,and 2344 lb down and 2344 lb up at 18-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL DATE: 12-31-2023 May 22,2023 gaigefkag be�andard Except:d6d ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. a Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _._ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360570 22-DD2739 DO7FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:31 2023 Page 2 I D:8g6sYjJexr3Je3TE9 W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rC Doi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-20=-100,10-17=-10 Trapezoidal Loads(pit) Vert:20=-100-to-9=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-88,10-17=-10 Trapezoidal Loads(plf) Vert:20=-88-to-9=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,10-17=-10 Horz:1-17=14,1-9=-14,9-10=5,9-18=24 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,10-17=-10 Horz:1-17=-5,1-9=-6,9-10=-14,9-18=-24 Trapezoidal Loads(pi) Vert:20=-82-to-9=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,10-17=-10 Horz:1-17=13,1-9=-14,9-10=4,9-18=16 Trapezoidal Loads(plt) Vert:20=-73-to-9=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-20=-84,10-17=-10 Horz:1-17=-2,1-9=-3,9-10=-9,9-18=16 Trapezoidal Loads(plf) Vert:20=-84-to-9=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-90,10-17=-10 Trapezoidal Loads(pit) Vert:20=-90-to-9=-176 26)User defined:Lumber lncrease=2.00,Plate lncrease=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=-2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(lb) Vert:2=2344(F)3=2344(F) 30)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(Ib) Vert:6=-2344(F)7=-2344(F) 31)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(Ib) Vert:6=-2344(F)7=2344(F) 32)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plt) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(Ib) Vert:6=2344(F)7=2344(F) 33)User defined:Lumber Increase=2.00,Plate Increase=2.00 j':nntiroted on nacre 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mirek"is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360570 22-DD2739 DO7FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:31 2023 Page 3 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Uniform Loads(plf) Vert:1-9=-50(F),10-17=-10(F) Concentrated Loads(lb) Vert:6=2344(F)7=-2344(F) 1 r.= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360571 22-DD2739 DO7FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:32 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 20-9-8 1-9-2 I 3-9-2 I 7-9-13 I 12-2-7 18-9-8 120-1 12II I 22-10-7 28-1-0 30-8-4 1-9-2 2-0-0 4-0-11 4-4-10 6-7-1 14-4 0-7-12 2-0-15 5-2-9 2-7-4 Scale=1:54.3 0.38 12 4x7 II 3x5= 18 5x8 M18AHS 4x8 M18AHS=6x8 M18AHS 5x8 M18AHS= 4x6= 6x8= 4x8= 8 g 1 2 3 194 5 6 20 7 r 1'7 � M 11 16 15 14 13 12 11 10 7x10 M18AHS= 4x5 II 6x8 M18AHS= 3x6= 4x4= 5x10 M18AHS= 7x10 M18AHS= 5x8 M18AHS= 2-9-2 8-2-13 I 16-2-1 I 18-9-8 24-1-6 30-8-4 2-9-2 5-5-11 7-11-5 2-7-7 5-3-14 6-6-14 Plate Offsets(X,Y)— [2:0-4-12,0-2-8],[3:0-3-12,0-4-0],[6:0-4-12,0-1-12],[7:0-4-4,0-3-0],[8:0-3-8,0-2-8],[9:0-2-3,0-1-12],[10:0-5-0,0-4-12],[11:0-3-8,0-2-12],[12:0-2-0,0-1-8], [15:0-4-0,0-3-0],[16:0-2-0,0-2-0],[17:Edge,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.20 13 >999 360 MT20 185/148 (Roof TCDLSnow=2 25)0 Lumber DOL 1.15 BC 0.83 Vert(CT) -0.41 13-15 >891 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.09 10 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.09 13 >999 240 Weight:194 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 10-14:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std`Except* 1-17,10-18:2x6 DF No.2,2-17,3-15,7-11,8-11:2x4 DF No.2 REACTIONS. (size) 17=0-5-8,10=0-5-8 Max Horz 17=126(LC 11) Max Uplift 17=-13(LC 8),10=-2(LC 12) Max Gray 17=1718(LC 1),10=2071(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1803/187,3-4=-4018/389,4-6=4877/493,6-7=-4678/496,7-8=-3095/342 BOT CHORD 16-17=-261/1090,15-16=-411/2516,13-15=-598/5078,12-13=489/4679, 11-12=-458/4378,10-11=-158/1590 WEBS 2-17=-1717/177,3-15=-122/1673,4-15=-1281/185,8-10=-2511/249,4-13=-258/109, 6-13=-27/323,7-11=-1708/220,8-11=-167/1880,2-16=-193/1762,3-16=-1777/226, 6-12=-393/57,7-12=-54/530 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; ti��0 PRaF�s MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 18-11-14,Corner(3)18-11-14 to ��C !N(j NFF� s/Q 30-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for V ,T 2 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 89200PE 9 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,10. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. `m" /��-.<+.: s' 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for fliOREGON (L�the intended use of this truss. L/ 2i'IY ON 4 LOAD CASE(S) Standard Q 7�} rZ n .' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ^V/, t�c Uniform Loads(plf) r 1 R L Vert:1-20=-100,10-17=-10 Trapezoidal Loads(plf) Vert:20=-100-to-9=-186 RENEWAL DATE: 12-31-2023 May 22,2023 continued on oaoe 2 / -... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360571 22-DD2739 DO7FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:32 2023 Page 2 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rCDoi7J4zJ C?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-88,10-17=-10 Trapezoidal Loads(plf) Vert:20=-88-to-9=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,10-17=-10 Horz:1-17=14,1-9=-14,9-10=5,9-18=24 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,10-17=-10 Horz:1-17=-5,1-9=-6,9-10=-14,9-18=-24 Trapezoidal Loads(plf) Vert:20=-82-to-9=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,10-17=-10 Horz:1-17=13,1-9=-14,9-10=4,9-18=16 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-84,10-17=-10 Horz:1-17=-2,1-9=-3,9-10=-9,9-18=16 Trapezoidal Loads(plf) Vert:20=-84-to-9=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-90,10-17=-10 Trapezoidal Loads(plf) Vert:20=-90-to-9=-176 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360572 22-DD2739 D08 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:33 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 20-9-8 0-11-81 2-11-8 I 4-3-2 I 12-2-7 16-0-12 18-9-8 120-1-12 I I 23-4-6 28-1-0 IJ 32-01--14 9-11-8 2-0-0 1-3-10 7-11-5 3-10-5 2-8-12 1-4-4 d 7-12 2-6-14 4-8-10 Scale=1:54.0 0.38 12 4x8 II 5x5= 3x7= 5x8 M18AHS= 6x6= 5x8 M18AHS= 3x4= 6 19 20 7 8 9 3x4 II 3x10 M18AHS= 18 3 4 5 2 9 N N , n r^ 7 'i Io r\ 11 9 12 5x8 M18AHS II 17 16 15 14 13 5x10 M18AHS= 8x8= 6x8= 5x10= 4x5= 9x10 M18AHS= 4x7 II 1.42 12 18-9-8 1 1-11-8 1 8-2-13 1 14-1-10 1 17-3-11 11-11-15 I 23-4-6 ja-16 29-3-14 30-1-14 1-11-8 6-3-5 5-10-13 3-2-1 b-841 4-6-14 b-9-OI 5-2-8 6-10-d 0-9-9 Plate Offsets(X,Y)-- [2:0-4-12,0-1-8],[4:0-1-12,0-1-8],[6:0-4-12,0-2-0],[7:0-2-4,0-4-0],[8:0-2-12,0-2-12],[9:0-2-4,0-2-8],[10:0-4-12,0-2-8],[11:0-4-0,0-4-8],[12:0-4-4,0-2-12], [13:0-3-12,0-2-0],[14:0-5-0,0-6-8],[16:0-5-0,0-3-0],[17:Edge,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.19 15 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.39 15 >923 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.07 10 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.09 15 >999 240 Weight:202 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 14-17:2x8 DF No.2,11-14:2x8 DF SS BOT CHORD Rigid ceiling directly applied or 3-1-7 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 3-16,7-12,8-12,2-17 9-10:2x6 DF No.2,2-16,8-12,2-17,9-11:2x4 DF No.2 REACTIONS. (size) 17=0-5-8,10=Mechanical Max Holz 17=62(LC 9) Max Uplift 17=-702(LC 28),10=-2199(LC 28) Max Gray 17=2489(LC 26),10=3986(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7467/3232,3-4=-11146/6031,4-6=-12678/7840,6-7=-13844/8988,7-8=-10338/6535, 8-9=-1581/875,9-10=-3424/1945 BOT CHORD 16-17=-1420/4330,15-16=-4963/10160,14-15=-7130/12138,10-11=-178/284, 13-14=-8993/13876,12-13=-9284/14154,11-12=-2315/4251 WEBS 2-16=-2072/3592,3-16=-3192/2055,6-14=-2425/2378,7-12=-4315/3114, 8-12=-4837/6986,8-11=-4316/2315,2-17=-4870/1602,6-13=-1828/1804, 7-13=-2589/2621,9-11=-2003/3691,3-15=-1737/1596,4-15=-1685/1856, 4-14=-1637/1234 c.,REQ PROpe0 NOTES- (1, �N ,G(NeLC s>O 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-5-8,Comer(3)18-5-8 to 29-11-2 ,,Cr -9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions 4 89200PE w' shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 .! 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -(S— -I, 5)Refer to girder(s)for truss to truss connections. • OREGON 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) �/ 17=702,10=2199. L< �'9 Y 14,2�� 4 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. (?)P 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they MER R 1 LL are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 20-9-8,and 2344 lb down and 2344 lb up at 18-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. RENEWAL DATE: 12-31-2023 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). May 22,2023 kakiii.Prirrudlu cxuept. ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml l aka is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _,___ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360572 22-DD2739 D08 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:34 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70 H q3N Sg Pqn L8w3u ITXbGKW rCDoi7J4zJ C?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-100,14-17=-10,10-11=-10,11-14=-10 Trapezoidal Loads(plf) Vert:20=-100-to-9=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-88,14-17=-10,10-11=-10,11-14=-10 Trapezoidal Loads(plf) Vert:20=-88-to-9=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=14,1-9=-14,9-10=5 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=-5,1-9=-6,9-10=-14 Trapezoidal Loads(plf) Vert:20=-82-to-9=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=13,1-9=-14,9-10=4 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=-4,1-9=-6,9-10=-13 Trapezoidal Loads(plf) Vert:20=-82-to-9=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-90,14-17=-10,10-11=-10,11-14=-10 Trapezoidal Loads(plf) Vert:20=-90-to-9=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),14-17=-10(F),10-11=-10(F),11-14=-10(F) Concentrated Loads(Ib) Vert:6=-2344(F)7=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),14-17=-10(F),10-11=-10(F),11-14=-10(F) Concentrated Loads(Ib) Vert:6=-2344(F)7=2344(F) 28)User defined:Lumber Increase=2.00,Plate lncrease=2.00 Uniform Loads(plf) Vert:1-9=-50(F),14-17=-10(F),10-11=-10(F),11-14=-10(F) Concentrated Loads(Ib) Vert:6=2344(F)7=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),14-17=-10(F),10-11=-10(F),11-14=-10(F) Concentrated Loads(Ib) Vert:6=2344(F)7=-2344(F) 4 a N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®ki is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360573 22-DD2739 D08-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:35 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGK W rC Doi7J4zJ C?f 20-9-8 �0-11-81 2-11-8 14$2 12-2-7 16-0-12 I 18-9-8 20.142� 23-4-6 28-1-0 30-1-14 b-11-8 2-0-0 1-3-10 7-11-5 3-10-5 2-8-12 1A� 7-1 2-6-14 4-8-10 2-0-14 Scale=1:54.0 0.38 112 4x8 I I 5x5= 3x7= 5x8 M18AHS= 6x6= 5x8 M18AHS= 3x4= 6 19 20 7 8 9 3x4 II 3x10 M18AHS= 18 3 4 5 1 2 0 ''.4 r` n c 11 1.22 12 5x8 M18AHS II 17 16 15 14 13 5x10 M18AHS= 8x8= 6x8= 5x10= 4x5= 9x10 M18AHS= 1.42 4x7 II 12 19-9-8 I 1-11-8I 8-2-13 I 14-1-10 17-3-11 1-11-15 23-4-6 24-1-6 29-3-14 0-1-14 1-11-8 6-3-5 5-10-13 3-2-1 b-8-4I 4-6-14 b-9-OI 5-2-8 10-d 0-9-9 Plate Offsets(X,Y)- [2:0-4-12,0-1-8],[4:0-1-12,0-1-8],[6:0-4-12,0-2-0],[7:0-2-4,0-4-0],[8:0-2-12,0-2-12],[9:0-2-4,0-2-8],[10:0-4-12,0-2-8],[11:0-4-0,0-4-8],[12:0-4-4,0-2-12], [13:0-3-12,0-2-0],[14:0-5-0,0-6-8],[16:0-5-0,0-3-0],[17:Edge,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.19 15 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.39 15 >923 240 M18AHS 145/140 TCDL 25.0 Rep Stress Ina' NO WB 0.54 Horz(CT) 0.04 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.09 15 >999 240 Weight:202 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 14-17:2x8 DF No.2,11-14:2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-17 9-10:2x6 DF No.2,2-16,8-12,2-17,9-11:2x4 DF No.2 REACTIONS. (size) 17=0-5-8,10=Mechanical Max Horz 17=62(LC 9) Max Uplift 17=-7(LC 8),10=-6(LC 12) Max Gray 17=1694(LC 1),10=2045(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4049/384,3-4=-4992/488,4-6=-4796/466,6-7=-4841/469,7-8=-3977/364, 8-9=-795/85,9-10=-1650/135 BOT CHORD 16-17=-379/2803,15-16=-552/5045,14-15=-506/4933,13-14=-487/4866, 12-13=-513/5020,11-12=-229/2238 WEBS 2-16=-66/1416,3-16=-1193/161,7-12=-1188/161,8-12=-164/1989,8-11=-2355/242, 2-17=-3153/362,9-11=-167/1892,4-14=-334/50 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; r'-',.c_ OPROFFSMWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-5 8,Comer(3)18-5 8 to 29-11-2NG I N E�.� 6>„ zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions /Lshown;Lumber DOL=1.60 plate grip DOL=1.60 -92)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 892OOPE f 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,10. 2411 •#2111P : 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for -7 OR EGON jv the intended use of this truss. L,O q y 14,29 p�� LOAD CASE(S) Standard MER R I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-100,14-17=-10,10-11=-10,11-14=-10 RENEWAL DATE: 12 31 2a23 May 22,2023 ontinued on oaae 2 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the la fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIR'PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360573 22-DD2739 1 D08-ALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:35 2023 Page 2 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:20=-100-to-9=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-88,14-17=-10,10-11=-10,11-14=-10 Trapezoidal Loads(plf) Vert:20=-88-to-9=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=14,1-9=-14,9-10=5 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=-5,1-9=-6,9-10=-14 Trapezoidal Loads(plf) Vert:20=-82-to-9=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-73,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=13,1-9=-14,9-10=4 Trapezoidal Loads(plf) Vert:20=-73-to-9=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-82,14-17=-10,10-11=-10,11-14=-10 Horz:1-17=-4,1-9=-6,9-10=-13 Trapezoidal Loads(plf) Vert:20=-82-to-9=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-90,14-17=-10,10-11=-10,11-14=-10 Trapezoidal Loads(plf) Vert:20=-90-to-9=-176 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360574 22-DD2739 D09 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:36 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 11- -11-8 4-3-2 I 12-2-7 20-1-12 I 23-3-15 28-1-0 30-1-0 -11-6 2 2-0-0 1-3-10 7-11-5 7-11-5 3-2-3 4-9-1 2-0-0 Scale=1:52.1 0.38 12 4x6= 3x4= 4x6= 4x4= 3x4= 15 16 5 6 7 3x4 I I 3x7= 14 3 4 2 0 N N 1n n n 9 3x5= 10 5x5= 13 t2 11 4x6= 3x6= 3x5= 5x10 M18AHS= 1.42 12 1-11-8 8-2-13 1 17-3-11 17r11-I15 23-3-15 4-1 29-3-0 0-1-0 1-11-8 6-3-5 9-0-14 0-8-4 5-4-0 b-9-71 5-1-10 6-to-0 Plate Offsets(X,Y)-- [6:0-2-0,0-2-0],[7:0-1-12,0-1-12],[8:Edge,0-1-8],[10:0-1-4,0-1-12],[11:0-5-0,0-2-12],[12:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.24 11-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.52 11-12 >689 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.09 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.11 11-12 >999 240 Weight:150 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 7-9:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Horz 13=65(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1695(LC 1),8=2049(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3868/368,3-5=-4541/427,5-6=-3787/348,6-7=-881/94,7-8=-1849/149 BOT CHORD 12-13=-358/2634,11-12=-543/4839,10-11=-509/4884,9-10=-223/2181 WEBS 2-12=-76/1425,3-12=-1184/172,3-11=-351/110,5-11=-458/85,5-10=-1219/170, 6-10=-155/1863,6-9=-2322/242,2-13=-2972/351,7-9=-184/2153 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-5-10,Corner(3)18-5-10 to 29-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ���D P ROF�S 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 � l}]NE-z- s/� 3)All plates are MT20 plates unless otherwise indicated. Z-D2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 89200 P E 9 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. to 'y OREGON tU�LOAD CASE(S) Standard ,t- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L� `,,Q} 1 4,,Zfl 1� �� Uniform Loads(plf) Q Vert:1-16=-100,11-13=-10,8-9=-10,9-11=-10 /1!1 �P Trapezoidal Loads(plf) R R 1 l Vert:16=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 i nntintted an nacre 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI!TPlf Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360574 22-DD2739 D09 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:36 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:16=-884o-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:16=-90-to-7=-176 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil- Design a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360575 22-DD2739 D10 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:37 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f 4-3-2 15-9-13 12-2-7 20-1-12 23-3-8 28-1-0 30-0-2 4-3-2 1-6-10 6-4-10 7-11-5 3-1-12 4-9-8 1-11-2 Scale=1:51.9 0.38 12 4x6= 3x4= 4x6= 4x4= 3x4= 3x4 3x7= 14 3 4 15 16 5 6 7 1 2 4 N N n n O 9 3x5= ( 10 5x5= 13 4x7= 12 11 3x6= 3x5= 5x10 M18AHS= 1.43 12 8-2-13 9-0 14 17r11-ig15 25-3-9 9-14 5-0-12 -0-2 6-010-a Plate Offsets(X,Y)-- [6:0-1-12,0-2-0],[7:0-1-12,0-1-12],[8:Edge,0-1-8],[10:0-2-0,0-1-12],[11:0-5-0,0-2-12],� [12:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.24 11-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.52 11-12 >692 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.09 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.11 11-12 >999 240 Weight:150 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 7-9:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Horz 13=65(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1691(LC 1),8=2044(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3855/368,3-5=-4518/426,5-6=-3750/346,6-7=-890/95,7-8=-1843/150 BOT CHORD 12-13=-358/2629,11-12=-543/4821,10-11=-508/4859,9-10=-218/2124 WEBS 2-13=-2965/352,2-12=-75/1418,3-12=-1177/172,3-11=-358/111,5-11=-455/84, 5-10=-1230/171,6-10=-158/1885,6-9=-2306/241,7-9=-187/2171 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-4-12,Corner(3)18-4-12 to 29-10-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Q,E� �'ROF�c�, 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �C� NGI N E�R 04, 3)All plates are MT20 plates unless otherwise indicated. 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 5)Refer to girder(s)for truss to truss connections. 4 89200PE t' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for /7-'�• the intended use of this truss. ',\� • 4% — • • OREGON L2 LOAD CASE(S) Standard 'f7 �(/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L< �q Y 1 4 2°��4 Uniform Loads(plf) Q e Vert:1-16=-100,11-13=-10,8-9=-10,9-11=-10R R t-1 • Trapezoidal Loads(plf) Vert:16=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 patio led on name 2 May 22,2023 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360575 22-DD2739 D10 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:37 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ID(bGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:16=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:16=-90-to-7=-176 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts 22-DD2739 D11 Roof Special 1 1 R76360576 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.630 S Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:38 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkez3B9D-RfC?Ps870Hg3NSgPgnL8w3uITXbG9-11.4 i7J4zJC?f 11 2-11-8 4-3-2 12-2-7 20-1-12 -11 2-0-0 1-3-10 i 7-11-5 I 23-3-1 28-1-0 29-11.4 7-11-5 3-1-5 4-9-15 11-10-4 I Scale=1:51.8 0.38 FT 3x4= 4x6= 3x4= 4x6= 4x4 I I 3x4 II 3z7= 14 3 15 16 5 6 7 1 2 4 6 / n / ip ri h 9 9 3x5= 913 10 Sx5= 3x6= 12 11 4x7= 3x5= 5x10 M18AHS= 1.44 12 1-11-8 I 8-2-13 17-3-11 1711-15rr 23-3-1 4-1-j '/� 1-11-8 6-3-5 I 9-0-14 0-8-4 5-3-2 -10-5 4-111-14 2O-10-0 Plate Offsets(X,Y)— [6:0-2-0,0-1-12],[7:0-1-12,0-1-12],[8:Edge,0-1-8],[10:0-2-0,0-1-12],[11:0-5-0,0-2-12],[12:0-2-4,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.23 11-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.51 11-12 >695 240 M18AHS 145/140 BCLL 0.0 Rep Stress InaNO WB 0.97 Horz(CT) 0.09 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.11 11-12 >999 240 Weight:149 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 7-9:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Horz 13=65(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1687(LC 1),8=2040(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3843/368,3-5=-4494/425,5-6=-3713/344,6-7=-900/97,7-8=-1837/150 BOT CHORD 12-13=-358/2621,11-12=-543/4804,10-11=-507/4833,9-10=-213/2067 WEBS 2-12=-75/1412,3-12=-1171/172,3-11=-364/112,5-11=-451/84,5-10=-1242/172, 6-10=-161/1907,2-13=-2957/352,7-9=-191/2190,6-9=-2293/240 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-3-14,Comer(3)18-3-14 to 29-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ciG R n shown;Lumber DOL=1.60 plate grip DOL=1.60 L�`D PR�FFS 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� � �NG,1 N F A"'/19 " 3)All plates are MT20 plates unless otherwise indicated. E 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7/ 5)Refer to girder(s)for truss to truss connections. Q 89200PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. in. e: '; LOAD CASE(S) Standard 4 OREGON ,cr 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) G/0 M p y 14,2a R 4 Vert:1-16=-100,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) �r1 R L� Vert:16=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 ,nntintreti on nane 2 May 22,2023 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. u— Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 - - Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360576 22-DD2739 D11 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:38 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70 Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:16=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:16=-90-to-7=-176 4 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360577 22-DD2739 D12 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:39 2023 Page 1 1D:8g6sYjJexr3Je3TE9WDtkez1B9D-RfC?Ps28-1-0 NSgPenL8w3uITXbGKWrCDoi7J4zJC?f 11-8 2-11-8 1 4-3-2 12-2-7 17-11-15 20-1-12 28-1-0 29-10-6 -11-8 2-0-0 1-3-10 7-11-5 I 5-9-8 I 2-1-13 7-11-4 1-9-6 I Scale=1:51.9 0.38 12 4x6= 3x4= 4x6= 4x4 II 3x4= 3x4 I I 3x7= 14 3 4 15 5 6 7 1— 2_ IIEg 11\ti' ' '17-'? .... -4'.' °- .'-'111140.„ ,A:ggillIlIllIllihhh., N -100.1.11111111.11.° ul AI 9 2x4 - ma 10 5x5= 13 12 11 4x7= 3x5= 3x5= 5x10 M18AHS= 1.45 12 17-11-15 1 1-11-8 l8 6-353 I 16-2-1 17J 11 24-1-6 29-0-6 39-10-� 7-11-s f 1-1-10 6-e-a 6-1-7 4-11-0 b-m-d Plate Offsets(X,Y)-- [6:0-1-12,0-1-12],[7:0-1-12,0-1-12],[8:Edge,0-3-8],[10:0-1-12,0-1-12],[11:0-5-0,0-2-12],[12:0-2-4,0-1-8],[13:0-2-0,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.23 11-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.52 11-12 >687 240 M18AHS 145/140 BCLL 0,0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.09 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.10 11-12 >999 240 Weight:149 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 7-9:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Horz 13=65(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1684(LC 1),8=2036(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3837/366,3-5=-4464/432,5-6=-3678/340,6-7=-905/101,7-8=-1925/166 BOT CHORD 12-13=-360/2614,11-12=-546/4785,10-11=-510/4803,9-10=-211/2014 WEBS 2-12=-72/1414,3-12=-1156/177,3-11=-378/107,5-11=-451/80,5-10=-1248/181, 6-10=-159/1926,6-9=-2307/238,2-13=-2989/347,7-9=-217/2338 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-3-0,Comer(3)18-3-0 to 29-8-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ` V P RO'`Fs shown;Lumber DOL=1.60 plate grip DOL=1.60 S. n G 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �g� �NGINE ,q `r/0 3)All plates are MT20 plates unless otherwise indicated. 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 74 -9 5)Refer to girder(s)for truss to truss connections. Q 89200PE r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for :-,r the intended use of this truss. �•: .or awn LOAD CASE(S) Standard ,/� OREGON 4Q 1)Deadrm Loadsd+Snow ballanced):Lumber Increase=1.15,Plate Increase=1.15 G/0"+7,q ZQ� 4bi � Vert:1-15=-100,11-13=-10,8-9=-10,9-11=-10 MERR I�` VP Trapezoidal Loads(plf) Vert:15=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Dolt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360577 22-DD2739 D12 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:40 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?Ps670Hg3N Sg Pqn L8w3u ITXbG K W rC Doi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plt) Vert:15=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:15=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(pit) Vert:15=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-15=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plt) Vert:15=-90-to-7=-176 4 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekir connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUfPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360578 22-DD2739 D13 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:41 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 3-9-2 4-3 5-7-13 I 11-8-7 17-5-15 I 19-7-12 27-7-0 29-3-8 3-9-2 -6 1-4-10 6-0-10 5-9-8 2-1-13 7-11-4 1-8-8 Scale=1:50.9 0.38 12 4x6= 3x4= 4x6= 4x4 II 3x4= 3x4 3x6= 3 4 14 15 5 6 7 1 2 v N B n P n 9 2x4 II l'-'?9 10 Sx5= 13 4x7= 12 11 3x5= 3x5= 5x8 M18AHS= 1.46 12 17-5-15 �2 8,7-8-13 18 5-5 1-7 11I1 23-7-624 i6 24-4-2 8-g„gl 00-8-4 bd6 Plate Offsets(X,Y)— [6:0-1-12,0-2-0],[7:0-1-12,0-1-12],[8:Edge,0-3-8],[10:0-2-0,0-1-12],[11:0-4-0,0-3-0],[12:0-2-0,0-1-8],[13:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.21 11 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.48 11-12 >725 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.08 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.10 11-12 >999 240 Weight:146 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 7-9:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Harz 13=65(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1653(LC 1),8=2004(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3586/354,3-5=-4316/428,5-6=-3569/338,6-7=-905/104,7-8=-1893/168 BOT CHORD 12-13=-336/2315,11-12=-541/4580,10-11=-510/4672,9-10=-207/1930 WEBS 2-13=-2749/330,2-12=-85/1470,3-12=-1212/186,3-11=-314/104,5-11=-475/82, 5-10=-1222/182,6-10=-161/1896,7-9=-223/2333,6-9=-2272/241 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 17-8-2,Corner(3)17-8-2 to 29-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' .tJ P RaPFs 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ��� �'GI NEz- S/O 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 89200 PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. �� �� ate OREGON LOAD CASE(S) Standard -57 �(/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L/ q Y 1 4,2© L �� . Uniform Loads(plf) o is Vert:1-15=-100,11-13=-10,8-9=-10,9-11=-10 MFR R I1..�- VP Trapezoidal Loads(plf) Vert:15=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 ipontinued on oaae 2 I IMMO WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360578 22-DD2739 D13 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:41 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgpgnL8w3u ITXbGI(WrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:15=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:15=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(plf) Vert:15=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-15=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:15=-90-to-7=-176 t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. rill Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360579 22-DD2739 D14 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:42 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f l 2-5-8 4-3-2 12-2-7 20-1-12 I 23-11-11 28-1-0 32-1-15 2-5-8 1-9-10 7-11-5 7-11-5 3-10-0 4-1-5 4-0-15 Scale=1:53.4 0.38171 3x5= 14 4x6= 3x4= 3x8= 3x4 I I 3x7= 3x4= 6 7 1 2 15 3 4 5 16 17 u: �r� v� ro 13 12 11 10 9 8 4x5— 3x6= 3x10 M18AHS= 3x4= 4x5= 3x6= 2-5-8 I 8-2-13 I 16-2-1 24-1-6 32-1-15 2-5-8 5-9-5 7-11-5 7-11-5 8-0-9 Plate Offsets(X,Y)-- [7:0-2-4,0-1-8],[12:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.27 10 >999 360 MT20 185/148 (Roof TCDLSnow=2 5.0)0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.56 10-12 >683 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.16 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.12 10 >999 240 Weight:166 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 6-8,2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 9) Max Uplift 13=-13(LC 8),8=-2(LC 12) Max Gray 13=1801(LC 1),8=2159(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4173/373,3-5=-5193/483,5-6=-3663/362 BOT CHORD 12-13=-417/2793,10-12=-582/5288,9-10=499/4968,8-9=-222/2339 WEBS 2-12=-94/1598,3-12=-1361/180,5-10=-8/406,5-9=-1639/218,6-9=-129/1672, 6-8=-2942/284,2-13=-3156/353 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-5-9,Corner(3)20-5-9 to 31-11-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 -t��a P ROFF�,s 3)All plates are MT20 plates unless otherwise indicated. \� �N�,NE�R /� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. -cr 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4/ LOAD CASE(S) Standard -ION /.- 402P. -. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ! Q Uniform Loads(pit) 2 y OREGON !L Vert:1-17=-100,8-13=-10 li/�'Ylq y 7 401b � Trapezoidal Loads(plf) w P Vert:17=-100-to-7=-186 qV/ -Ii R I L g 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 419ontinued on oaae 2 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360579 22-DD2739 D14 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:42 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkeziB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plt) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(pit) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-176 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 __ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360580 22-DD2739 D15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:43 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgn L8w3u ITXbG KW rC Doi7J4zJ C?f 2-5-8 4-3-2 l 12-2-7 l 20-1-12 23-11-1 28-1-0 32-1-1 2-5-8 1-9-10 7-11-5 7-11-5 3-9-5 4-2-0 4-0-1 Scale=1:53.3 0.38112 3x5= 14 4x6= 3x4=x4x6= 3x4 II 3x7= 15334 q 5 16 6 1 2 0 N N V- r� r Nl i ri 13 12 11 10 9 8 4x5— 4x4 I I 3x10 M18AHS= 3x4= 4x5= 3x6— 2-5-8 l 8-2-13 16-2-1 24-1-6 32-1-1 2-5-8 5-9-5 7-11-5 7-11-5 7-11-11 Plate Offsets(X,Y)-- [7:0-2-4,0-1-8],[12:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udee Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.27 10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(CT) -0.55 10-12 >686 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.15 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.12 10 >999 240 Weight:166 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 6-8,2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 11) Max Uplift 13=-13(LC 8),8=-2(LC 12) Max Gray 13=1797(LC 1),8=2155(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4160/374,3-5=-5172/484,5-6=-3631/361 BOT CHORD 12-13=-418/2787,10-12=-583/5271,9-10=-499/4942,8-9=-219/2302 WEBS 2-12=-94/1591,3-12=-1354/180,5-10=-8/411,5-9=-1646/220,6-9=-131/1678, 6-8=-2920/283,2-13=-3149/354 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-4-11,Corner(3)20-4-11 to 31-10-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ��ED PROFFS 3)All plates are MT20 plates unless otherwise indicated. óGIN % 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)13,8. 'V.- 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. -412111.41.1111111. LOAD CASE(S) Standard ',0111111111 4,401, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • OREGON Uniform Loads(plf) '1 I"c 1(/ Vert:1-16=-100,8-13=-10 • Trapezoidal Loads(plf) GHQ 1 y 14,2�1 Q4 Vert:16=-100-to-7=-186 MAR R I L\- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-16=-88,8-13=-10 RENEWAL DATE: 12-31-2023 i,pnl ntiled on Dane 2 May 22,2023 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5l19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 4iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360580 22-DD2739 D15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:43 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pgnl8w3u ITXbG KW rC Doi7J4zJ C?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:16=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:16=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-90,8-13=-10 Trapezoidal Loads(plf) Vert:16=-90-to-7=-176 t t 0111.. Not WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek+ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component Muck USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360581 22-DD2739 D16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:44 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 4-3-2 12-2-7 20-1-12 28-1-0 32-6-3 4-3-2 7-11-5 7-11-5 7-11-5 4-5-3 Scale=1:54.0 0.38 12 3x5= 14 4x6= 3x4= 3x7= 3x4 II 3x7= 15334 4 5 16 17 6 7 1 2 4 0 N N V n r M n 13 12 11 10 9 8 4x5— 3x6= 3x12 M18AHS= 3x4= 3x6= 4x5— 8-2-13 16-2-1 24-1-6 32-6-3 8-2-13 7-11-5 7-11-5 8-4-13 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[8:0-2-4,0-2-0],[9:0-2-8,0-1-8],[12:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.28 10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert CT -0.59 10-12 >659 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.16 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 10 >999 240 Weight:168 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except' BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13,6-8 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 11) Max Uplift 13=-13(LC 8),8=-3(LC 12) Max Gray 13=1819(LC 1),8=2179(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4258/374,3-5=-5330/487,5-6=-3838/370,7-8=-295/29 BOT CHORD 12-13=-417/2844,10-12=-585/5405,9-10=-506/5122,8-9=-237/2533 WEBS 2-13=-3207/352,2-12=-95/1637,3-12=-1396/181,5-10=-6/387,5-9=-1609/214, 6-9=-123/1645,6-8=-3064/293 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-9-13,Corner(3)20-9-13 to 32-3-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 -at() PR()Fes 3)All plates are MT20 plates unless otherwise indicated. �� tiNGI NEF9 s�O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'T 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. -y 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE (-- 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. / LOAD CASE(S) Standard "[A 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ' OREGON Q Uniform Loads(pit) f7 L Vert:1-17=-100,8-13=-10 Lj '�q y 4't�` 11'�� Trapezoidal Loads(plf) Q ,t 1 4,2 Q,r Vert:17=-100-to-7=-186R R)LL 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 .&tiniieci nn Dace 2 mil WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall s building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iVIiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,D55-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360581 22-DD2739 D16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:44 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70H q 3NSg Pqn L8w3u ITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-176 4MUNI 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mll Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360582 22-DD2739 D17 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:45 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f 11- 2-11-8 4-3-2 12-2-7 20-1-12 25-9-5 284-0 32-5-4 -114 2-0-0 1-3-10 7-11-5 7-11-5 5-7-10 2-3-11 4-44 Scale=1:53.9 0.38 12 3x5= 14 - 4x6= 3x4= 3x7= _ 7 3 3x4 II 3x7= 1534 4 5 16 17tEI 6 1 2 0 v— .444 I44 n 12 11 10 913 8 4x5— 3x6= 3x12 M18AHS= 3x4= 4x5= 4x5= 1-11-8 8-2-13 16-2-1 24-1-6 I 32-5-4 I 1-11-8 I 6-3-5 7-11-5 7-11-5 8-3-15 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[8:0-2-4,0-2-0],[12:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ion) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.28 10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.58 10-12 >663 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.16 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 10 >999 240 Weight:167 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 6-8,2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 11) Max Uplift 13=-13(LC 8),8=-2(LC 12) Max Gray 13=1815(LC 1),8=2175(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4245/374,3-5=-5307/487,5-6=-3805/369,7-8=-285/28 BOT CHORD 12-13=-418/2836,10-12=-585/5387,9-10=-505/5095,8-9=-234/2495 WEBS 2-12=-95/1630,3-12=-1389/181,6-8=-3039/291,5-10=-6/392,5-9=-1616/215, 6-9=-124/1652,2-13=-3199/353 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-8-15,Corner(3)20-8-15 to 32-2-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 SPED PROFFS 3)All plates are MT20 plates unless otherwise indicated. �\�� NAG)NEF9 s/, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. If. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. •LOAD CASE(S) Standard 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(pit) 9 OREGON4.41 Vert:1-17=-100,8-13=-10 Trapezoidal Loads(pit) L/0 A I '14,2°�C 4 Vert:17=-100-to-7=-186 � R R 1`` v 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 t':nntintted on Dane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. filit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360582 22-DD2739 D17 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:45 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u1TXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(pit) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-176 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. pit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCS1 Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360583 22-DD2739 D18 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:46 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rC Doi7J4zJ C?f 11- 2-11-8 1 4-3-2 i 12-2-7 20-1-12 25-8-10 28-1-0 32-4-6 -11- 2-0-0 1-3-10 7-11-5 7-11-5 5-6-14 2-4-6 4-3-6 Scale=1:53.8 0.38 12 3x5= t4 4x6= 3x4= 3x8= 7 3x4 I I 3x7= 153x4 3 4 5 16 17 6 1 2 d_ n v— r N n M t\ 13 12 11 10 9 8 4x5= 3x6= 3x10 M18AHS= 3x4= 4x5= 4x5= 1-11-8 8-2-13 16-2-1 24-1-6 32-4-6 1-11-8 6-3-5 7-11-5 7-11-5 8-3-0 Plate Offsets(X,Y)-- [7:0-2-4,0-1-8],[8:0-2-4,0-2-0],[12:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.28 10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.58 10-12 >666 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.16 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 10 >999 240 Weight:167 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 6-8,2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 11) Max Uplift 13=-13(LC 8),8=-2(LC 12) Max Gray 13=1812(LC 1),8=2171(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4233/374,3-5=-5285/487,5-6=-3773/368,7-8=-274/27 BOT CHORD 12-13=-418/2830,10-12=-585/5369,9-10=-504/5068,8-9=-231/2457 WEBS 2-12=-95/1623,3-12=-1383/181,6-8=-3016/290,5-10=-7/396,5-9=-1624/216, 6-9=-126/1658,2-13=-3191/353 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-8-1,Corner(3)20-8-1 to 32-1-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 \ ROFFS+ 3)All plates are MT20 plates unless otherwise indicated. �NG�N�FR O/, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. )-9 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4-C- l'. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard (s -.c+ : .grassia 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 r Q Uniform Loads(pit) 9 OREGON v../Vert:1-17=-100,8-13=-10 L/0 q Y 14 2°� P+� Trapezoidal Loads(plf) C n Vert:17=-100-to-7=-186 R R I `' v 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on Daae 2 I a.r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360583 22-DD2739 018 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:46 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB7oHg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(pit) Vert:17=-90-to-7=-176 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360584 22-DD2739 D19 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:47 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgpgnL8w3u ITXbGKW rCDoi7J4zJC?f 4-3-2 8-2-10 12-2-7 20-1-12 24-0-14 28-1-0 I 32-3-8 4-3-2 3-11-8 3-11-13 7-11-5 3-11-3 4-0-2 4-2-8 Scale=1:53.7 0.38 HT 3x5= 14 —4x6= 3x4= 3x8= 3x4 337= 15334 4 5 16 17 6 Q 1 E 0 A v u v � r 1n d> r\ O tm .. 13 12 11 10 9 y 8 4x5= 3x6= 3x10 M18AHS= 3x4= 4x5= 4x5= 8-2-13 I 16-2-1 24-1-6 32-3-8 8-2-13 7-11-5 7-11-5 8-2-2 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[8:0-2-4,0-2-0],[12:0-2-8,0-1-8] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.28 10 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.85 Vert(CT) -0.57 10-12 >669 240 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.16 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 10 >999 240 Weight:167 lb FT=0%u LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HE Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13,6-8 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 11) Max Uplift 13=-13(LC 8),8=-2(LC 12) Max Gray 13=1808(LC 1),8=2169(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4223/375,3-5=-5267/487,5-6=-3745/366,7-8=-264/26 BOT CHORD 12-13=-419/2825,10-12=-585/5355,9-10=-503/5048,8-9=-228/2423 WEBS 2-13=-3186/354,2-12=-94/1617,3-12=-1378/180,6-8=-2997/288,5-10=-7/401, 5-9=-1633/217,6-9=-127/1667 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-7-3,Comer(3)20-7-3 to 32-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �REO P ROFFS 3)All plates are MT20 plates unless otherwise indicated. NGI NEFR s/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. - / j - LOAD CASE(S) Standard 1� 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 •9 OREGON �Q Uniform Loads(plf) Vert:1-17=-100,8-13=-10 L,Q'L!q y 4,2 �i 0� P� Trapezoidal Loads(plf) Vert:17=-100-to-7=-186 MFR R I L, V 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 4pontinued on owe 2 May 22,2023 I mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360584 22-DD2739 D19 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:47 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkeziB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(pit) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(plt) Vert:17=-90-to-7=-176 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19l2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek# is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360585 22-DD2739 D20 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:48 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 4-3-2 8-2-7 I 12-2-7 20-1-12 1 24-0-4 28-1-0 32-2-10 4-3-2 3-11-4 4-0-0 7-11-5 3-10-8 4-0-13 4-1-10 Scale=1:53.5 0.38 12 3x5= 14 4x6= 3x4= 3x8= 7 3x4 II 3Z7- 15334 4 5 16 17 6 1 0 o -o `. v v n A t; t\ 13 12 11 10 9 8 4x5- 3x6= 3x10 M18AHS= 3x4= 4x5= 3x6- 8-2-13 16-2-1 24-1-6 32-2-10 8-2-13 7-11-5 7-11-5 8-1-4 Plate Offsets(X,V)- [7:0-2-4,0-1-8],[12:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.27 10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.57 10-12 >673 240 M 18AHS 169/162 TCDL 25.0 ert( ) BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.16 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.13 10 >999 240 Weight:166 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-9 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13,6-8 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 9) Max Uplift 13=-13(LC 8),8=-2(LC 12) Max Gray 13=1804(LC 1),8=2162(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4208/375,3-5=-5240/486,5-6=-3707/365,7-8=-254/25 BOT CHORD 12-13=-419/2817,10-12=-585/5333,9-10=-502/5015,8-9=-225/2381 WEBS 2-13=-3177/354,2-12=-94/1609,3-12=-1370/180,6-8=-2969/286,5-10=-8/405, 5-9=-1639/218,6-9=-128/1672 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-6-4,Corner(3)20-6-4 to 31-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 (c? D P R oFes 3)All plates are MT20 plates unless otherwise indicated. \AG'N E.&- �'�o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 'G 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �' 8g200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. / 411111P LOAD CASE(S) Standard i 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ! it Uniform Loads(plf) y R-OREGON Vert:1-17=-100,8-13=-10 L/0"�`q Y 14,2 Q\� Trapezoidal Loads(plf) q �Q Vert:17=-100-to-7=-186 ��R 1 �-2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaoe 2 r $ mlm. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSiITPH Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360585 22-DD2739 D20 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:48 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert 17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plt) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(pit) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(plt) Vert:17=-90-to-7=-176 1,.®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360586 22-DD2739 D20DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:50 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f 4-3-2 12-2-7 20-1-12 28-1-0 31-11-14 4-3-2 7-11-5 7-11-5 7-11-5 3-10-14 Scale=1:53.1 0.38 12 3x5= 14 _ 4x6= 3x6= 7 4x8= 3x4 I 4 2 0= 15336 4 5 16 6 rz..4 iii i I i i Lve—r-,..4 141114144 is s is 0...-,,.I I 1 I lip. p I, 4o �i 1n �� E� Q 13 12 11 10 9 - 8 Sx7— 4x8= 3x10 M18AHS= 4x7= 5x5— 3x5= 8-2-13 16-2-1 24-1-6 l 31-11-14 8-2-13 7-11-5 7-11-5 7-10-8 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[8:0-2-4,0-3-0],[13:Edge,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.27 11 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(CT) -0.55 11-12 >686 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.21 11-12 >999 240 Weight:165 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13,3-12,6-8,5-9 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=127(LC 9) Max Uplift 13=-1026(LC 32),8=-708(LC 41) Max Gray 13=2340(LC 27),8=2379(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1318/1265,2-3=-5132/2279,3-5=-6110/2475,5-6=-4506/2016,6-7=-1242/1188 BOT CHORD 12-13=-1894/3752,11-12=-2669/6199,9-11=-2500/5812,8-9=-1760/3109 WEBS 2-13=-4241/2261,2-12=-1808/2718,3-12=-2409/1786,6-8=-3299/1347,3-11=-1619/1589, 5-11=-1416/1659,5-9=-2434/1516,6-9=-1359/2425 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.Opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 20-3-8,Corner(3)20-3-8 to 31-9-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 c-�EQ P RQFFs 3)All plates are MT20 plates unless otherwise indicated. � ` �NGI NEFR O/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) w -9 13=1026,8=708. 89200PE c- 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Load case(s)1,2,19,20,21,22,23,26,27,56,57,58,59,60,61,62,63 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag -(A •rali, MINIM loads along bottom chord from 0-0-0 to 31-11-14 for 310.0 plf. iY A_r c - r i jvQ LOAD CASE(S) Standard L/ "�q Y A 2°'\� - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Vert 1(P6==-100,8-13=-10 Loads lf) �E�R 1 L0- �A Trapezoidal Loads(plf) Vert:16=-100-to-7=-186 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 t / mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Trans Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360586 22-DD2739 D2ODT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:50 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-88,8-13=-10 Trapezoidal Loads(plf) Vert:16=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:16=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:16=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:16=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-90,8-13=-10 Trapezoidal Loads(plf) Vert:16=-90-to-7=-176 26)Dead+0.75 Snow(balanced)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-80,8-13=-10 Horz:1-15=7440,3-15=7440,3-5=7440,5-16=7440,6-16=7440,6-7=7440 Drag:8-13=-233 Trapezoidal Loads(plf) Vert:16=-80-to-7=-145 ( 27)Dead+0.75 Snow(balanced)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-95,8-13=-10 Horz:1-15=-7440,3-15=-7440,3-5=-7440,5-16=-7440,6-16=-7440,6-7=-7440 Drag:8-13=233 Trapezoidal Loads(plf) Vert:16=-95-to-7=-159 56)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=66,8-13=-10 Horz:1-13=14,1-15=7426,3-15=7426,3-5=7426,5-16=7426,6-16=7426,6-7=7426,7-8=5,7-14=24 Drag:8-13=-233 Trapezoidal Loads(plf) Vert:16=-66-to-7=-131 57)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-81,8-13=-10 Horz:1-13=14,1-15=-7454,3-15=-7454,3-5=-7454,5-16=-7454,6-16=-7454,6-7=-7454,7-8=5,7-14=24 Drag:8-13=233 Trapezoidal Loads(plf) Vert:16=-81-to-7=-145 58)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-75,8-13=-10 Horz:1-13=-5,1-15=7434,3-15=7434,3-5=7434,5-16=7434,6-16=7434,6-7=7434,7-8=-14,7-14=-24 Drag:8-13=-233 Trapezoidal Loads(plf) Vert:16=-75-to-7=-139 59)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 t 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360586 22-DD2739 D2ODT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:50 2023 Page 3 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-89,8-13=-10 Horz:1-13=-5,1-15=-7446,3-15=-7445,3-5=-7446,5-16=-7445,6-16=-7446,6-7=-7445,7-8=-14,7-14=-24 Drag:8-13=233 Trapezoidal Loads(plf) Vert:16=-89-to-7=-154 60)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-66,8-13=-10 Horz:1-13=13,1-15=7426,3-15=7426,3-5=7426,5-16=7426,6-16=7426,6-7=7426,7-8=4,7-14=16 Drag:8-13=-233 Trapezoidal Loads(plf) Vert:16=-66-to-7=-131 61)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-81,8-13=-10 Horz:1-13=13,1-15=-7454,3-15=-7454,3-5=-7454,5-16=-7454,6-16=-7454,6-7=-7454,7-8=4,7-14=16 Drag:8-13=233 Trapezoidal Loads(plf) Vert:16=-81-to-7=-145 62)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-77,8-13=-10 Horz:1-13=-2,1-15=7437,3-15=7437,3-5=7437,5-16=7437,6-16=7437,6-7=7437,7-8=-9,7-14=16 Drag:8-13=-233 Trapezoidal Loads(plf) Vert:16=-77-to-7=-142 63)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-92,8-13=-10 Horz:1-13=-2,1-15=-7443,3-15=-7443,3-5=-7443,5-16=-7443,6-16=-7443,6-7=-7443,7-8=-9,7-14=16 Drag:8-13=233 Trapezoidal Loads(plf) Vert:16=-92-to-7=-156 1 A WOMB WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360587 22-DD2739 D21 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:51 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 10-10-131 7-0-9 8-10-2 13-9-9 16-9-6 20-10-2 0-10-13 6-1-12 1-9-9 4-11-8 2-11-13 4-0-12 Scale=1:34.6 0.38 12 3x5= 12 4x6= 3x4= 3x4= 4 5 6 3x4 I I 3x4= 3 13 2 , 0 0 �o u r M 10 9 8 11 3x4= 3x6= 3x4= 7 3x4= 3x5= 4-10-7 12-9-12 20-10-2 4-10-7 7-11-5 8-0-6 Plate Offsets(X,Y)— [2:0-1-12,0-1-8],[6:0-2-4,0-1-8],[7:0-2-4,0-1-8],[10:0-1-12,0-1-8],[11:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.07 8-10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.16 8-10 >999 240 TCDL 25.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.05 7 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.03 8-10 >999 240 Weight:114 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing. 7-12:2x6 DF No.2 REACTIONS. (size) 11=Mechanical,7=0-5-8 Max Horz 11=127(LC 9) Max Uplift 11=-16(LC 8) Max Gray 11=1207(LC 1),7=1508(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-120/366,2-3=-1523/238,3-5=-2011/342 BOT CHORD 10-11=-269/477,8-10=-496/2373,7-8=-262/1550 WEBS 2-11=-1610/354,5-7=-1939/335,2-10=-175/1243,3-10=-1067/240,3-8=-467/192, 5-8=-101/590 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� �Gp PROF SS 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� F 4)Refer to girder(s)for truss to truss connections. I(V n / 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11. �� �NG �.'T .* 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �C/ -y 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 4 89200PE t✓ the intended use of this truss. LOAD CASE(S) Standard � 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �/ Uniform Loads(plf) O OREGON Q Vert:1-13=-100,7-11=-10 .37G /1 ,11` kcu Trapezoidal Loads(plf) /Q Y 14,2� b.'t` Vert:13=-100-to-6=-186 0,1 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 4' R R `` Vert:1-13=-88,7-11=-10 Trapezoidal Loads(plf) Vert:13=-88-to-6=-152 RENEWAL DATE: 12-31-2023 May 22,2023 S,ontinued on oaae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mu Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360587 22-DD2739 D21 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:51 2023 Page 2 ID:8g6srJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=14,1-6=-14,6-7=5,6-12=24 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-5,1-6=-6,6-7=-14,6-12=-24 Trapezoidal Loads(plf) Vert:13=-82-to-6=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=13,1-6=-14,6-7=4,6-12=16 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-4,1-6=-6,6-7=-13,6-12=16 Trapezoidal Loads(pit) Vert:13=-82-to-6=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-13=-90,7-11=-10 Trapezoidal Loads(plf) Vert:13=-90-to-6=-176 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360588 22-DD2739 D22 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:52 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 10-10-131 7-0-4 8-10-2 13-9-0 16-9-6 20-9-4 0-10-13 6-1-7 1-9-14 4-10-14 3-0-6 3-11-14 Scale=1:34.5 0.38 12 3x5= 12 4x6= 3x4= 3x4 11 3x4= 334 13 4 5 6 2 S' . 0 2 om u n' r%, �� 141 �u 10 9 8 11 3x4= 3x6= 3x4= 7 3x4= 3x5= 4-10-7 12-9-12 20-9-4 4-10-7 7-11-5 7-11-8 Plate Offsets(X,Y)- [2:0-1-12,0-1-8],[6:0-2-4,0-1-8],[7:0-2-4,0-1-8],[10:0-1-12,0-1-8],[11:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.07 8-10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.16 8-10 >999 240 TCDL 25.0 Rep Stress Ina NO WB 0.90 Horz(CT) 0.05 7 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.03 8-10 >999 240 Weight:114 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. 7-12:2x6 DF No.2 REACTIONS. (size) 11=Mechanical,7=0-5-8 Max Horz 11=127(LC 11) Max Uplift 11=-16(LC 8) Max Gray 11=1203(LC 1),7=1503(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-121/365,2-3=-1517/238,3-5=-1994/340 BOT CHORD 10-11=-270/476,8-10=-496/2362,7-8=-259/1527 WEBS 2-11=-1605/354,5-7=-1928/333,2-10=-175/1237,3-10=-1062/240,3-8=-475/193, 5-8=-103/592 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.Opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ic,:-6) PROF43)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c4)Refer to girder(s)for truss to truss connections. LNG)N��� (5'4O5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at joint(s)11. /i, 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "5. 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 89200PE t' the intended use of this truss. LOAD CASE(S) Standard � 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -(a .r' intemes Uniform Loads(plf) OREGON 1 t Vert:1-13=-100,7-11=-10 ! '�/ qq-� S I Trapezoidal Loads(plf) / q y 1 4 2��� Vert:13=-100-to-6=-186 PSp, 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MFR R I l-L Uniform Loads(plf) Vert:1-13=-88,7-11=-10 Trapezoidal Loads(plf) Vert:13=-88-to-6=-152 RENEWAL DATE: 12-31-2023 �ontinued on oaae 2 May 22,2023 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M;I r ekt is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360588 22-DD2739 D22 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:52 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?Ps870Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=14,1-6=-14,6-7=5,6-12=24 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-5,1-6=-6,6-7=-14,6-12=-24 Trapezoidal Loads(plf) Vert:13=-82-to-6=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=13,1-6=-14,6-7=4,6-12=16 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-4,1-6=-6,6-7=-13,6-12=16 Trapezoidal Loads(plf) Vert:13=-82-to-6=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-90,7-11=-10 Trapezoidal Loads(plf) Vert:13=-90-to-6=-176 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUIPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360589 22-DD2739 D23 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:53 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 0-10-131 6-11-15 8-10-2 13-8-6 I 16-9-6 20-8-6 10-10-13 6-1-2 1-10-2 4-10-5 3-1-0 3-10-15 Scale=1:34.3 0.38 12 3x5= 12 4x6= 3x4= 3x4 3x4= g 4 13 4 5 6 1 2 r Li , Q ° vci, I® v I4, I btu 10 9 8 11 3x4= 3x6= 3x4= 7 3x4= 3x5= 4-10-7 12-9-12 I 20-8-6 I 4-10-7 7-11-5 7-10-10 Plate Offsets(X,Y)— [2:0-1-12,0-1-8],[6:0-2-4,0-1-8],[7:0-2-4,0-1-8],[10:0-1-12,0-1-8],[11:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.07 8-10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.16 8-10 >999 240 TCDL 25.0 Rep Stress!nor NO WB 0.87 Horz(CT) 0.05 7 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.03 8-10 >999 240 Weight:113 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. 7-12:2x6 DF No.2 REACTIONS. (size) 11=Mechanical,7=0-5-8 Max Horz 11=127(LC 11) Max Uplift 11=-16(LC 8) Max Gray 11=1199(LC 1),7=1499(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-121/364,2-3=-1511/238,3-5=-1976/339 BOT CHORD 10-11=-270/474,8-10=-495/2351,7-8=-255/1503 WEBS 2-11=-1601/354,5-7=-1916/331,2-10=-174/1231,3-10=-1056/240,3-8=-484/195, 5-8=-105/595 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 � � P R OF 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. (.,., - ,c, cAG I N FR (P/O 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -y 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for 89200PE the intended use of this truss. LOAD CASE(S) Standard �j 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 tt� Uniform Loads(plf) sOREGON ;Ct Vert:1-13=-100,7-11=-10 qq t Trapezoidal Loads(plf) L/ 'vfq Y 7 4 2fl 1�PSG Vert:13=-100-to-6=-186 Q I 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 DER RI O- Uniform Loads(plf) Vert:1-13=-88,7-11=-10 Trapezoidal Loads(plf) Vert:13=-88-to-6=-152 RENEWAL DATE: 12-31-2023 May 22,2023 iontinued on Dace 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _..__ Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360589 22-DD2739 D23 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:53 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=14,1-6=-14,6-7=5,6-12=24 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-5,1-6=-6,6-7=-14,6-12=-24 Trapezoidal Loads(plf) Vert:13=-82-to-6=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=13,1-6=-14,6-7=4,6-12=16 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-4,1-6=-6,6-7=-13,6-12=16 Trapezoidal Loads(plf) Vert:13=-82-to-6=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-13=-90,7-11=-10 Trapezoidal Loads(plf) Vert:13=-90-to-6=-176 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 CraM Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360590 22-DD2739 D24 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:54 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f ,0-10-13, 6-11-11 , 8-10-2 1 13-7-13 16-9-6 20-7-8 0-10-13 6-0-14 1-10-7 4-9-11 3-1-9 3-10-1 Scale=1:34.1 0.38 12 3x5= 12 4x6= 3x4= 3x4= 4 5 6 3x4 II3x4= 3 13 1 2 r- 1° I 0 o sr co 1- r, M 1 li 13, LI 10 9 8 11 3x4= 3x8 M18AHS= 3x4= 7 3x4= 3x5= 4-10-7 I 12-9-12 I 20-7-8 4-10-7 7-11-5 7-9-12 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[6:0-2-4,0-1-8],[7:0-2-4,0-1-8],[10:0-1-12,0-1-8],[11:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.07 8-10 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.16 8-10 >999 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.05 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.03 8-10 >999 240 Weight:113 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. 7-12:2x6 DF No.2 REACTIONS. (size) 11=Mechanical,7=0-5-8 Max Horz 11=127(LC 9) Max Uplift 11=-16(LC 8) Max Gray 11=1196(LC 1),7=1495(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-121/364,2-3=-1504/237,3-5=-1959/337 BOT CHORD 10-11=-270/473,8-10=-494/2341,7-8=-252/1480 WEBS 2-11=-1596/355,5-7=-1905/329,2-10=-174/1225,3-10=-1051/239,3-8=-492/196, 5-8=-107/598 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.Opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 r 3)All plates are MT20 plates unless otherwise indicated. '`�Q�D P R�F`vs 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C LNG I N ,R /� 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11. �G IF.- 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �' 89200PE 1- 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard VINO 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ! OREGON Q Uniform Loads(plf) y cv Vert:1-13=-100,7-11=-10 Trapezoidal Loads(plf) G/Q y j ,2�iii � �� Vert:13=-100-to-6=-186 WE'R R I O- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-88,7-11=-10 RENEWAL DATE: 12-31-2023 Continued on oaae 2 May 22,2023 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360590 22-DD2739 D24 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:54 2023 Page 2 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3 NSg PgnL8w3u ITXbGK W rC Doi7J4zJ C?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:13=-88-to-6=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=14,1-6=-14,6-7=5,6-12=24 Trapezoidal Loads(plf) Veil:13=-73-to-6=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-82,7-11=-10 Horz:1-11=-5,1-6=-6,6-7=-14,6-12=-24 Trapezoidal Loads(plf) Vert:13=-82-to-6=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-73,7-11=-10 Horz:1-11=13,1-6=-14,6-7=4,6-12=16 Trapezoidal Loads(plf) Vert:13=-73-to-6=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-84,7-11=-10 Horz:1-11=-2,1-6=-3,6-7=-9,6-12=16 Trapezoidal Loads(plf) Vert:13=-84-to-6=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-90,7-11=-10 Trapezoidal Loads(plf) Vert:13=-90-to-6=-176 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360591 22-DD2739 D25 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:56 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f O-10-13 6-9-9 8-10-2 13-3-9 I 16-9-6 20-1-2 0-10-13 5-10-12 '2-0-9 4-5-8 3-5-13 3-3-12 Scale=1:33.5 0.38 12 4x6= 3x4= 3x4 I I 3x4= 5 6 3x4 I 13x4= 3 4 1 2 A N i / Ei 11 10 9 , , •�i�i�• �:<��i�i�i�i�i 12 3x4= 3x6= 3x4= 8 7 3x4= 3x4= 20-1-2 I 4-10-7 12-9-12 I 18-10-13 19-9 10 I-3-I 4-4-10-77-11.5 6-1-1 0-t0-13 8 Plate Offsets(X,Y)— [2:0-1-12,0-1-8],[11:0-1-12,0-1-8],[12:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.08 9-11 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.17 9-11 >999 240 TCDL 25.0 Rep Stress Ina NO WB 0.74 Horz(CT) 0.04 7 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.03 9-11 >999 240 Weight:105 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. REACTIONS. (size) 12=Mechanical,7=1-2-5,8=0-3-8 Max Horz 12=81(LC 9) Max Uplift 12=-8(LC 8),7=-20(LC 12) Max Gray 12=1166(LC 1),7=1346(LC 1),8=192(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-123/362,2-3=-1458/239,3-5=-1818/284 BOT CHORD 11-12=-192/463,9-11=-458/2254,8-9=-243/1311,7-8=-243/1311 WEBS 2-12=-1565/347,5-7=-1868/316,2-11=-154/1182,3-11=-1001/221,3-9=-559/177, 5-9=-92/627 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.Opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (� p PROF s 4)Refer to girder(s)for truss to truss connections. RG 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,7. �C� �NG[j(1�E�.R S4, 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /L 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for w -fJ the intended use of this truss. 89200PE LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) #I - —" Vert:1-3=-100,7-12=-10111P ct Trapezoidal Loads(plf) 9G A_OREGON k�/ Vert:3=-98-to-6=-186 / �Q). 4 Zd1 42)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(plf) 41 R RI O_ e,l'k Vert:1-3=-88,7-12=-10 Trapezoidal Loads(plf) Vert:3=-86-to-6=-152 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IMWTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf MD 20601 400 Sunrise Avenue,Suite 270 . Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360591 22-DD2739 D25 Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:56 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB7oHg3N Sg Pqn L8w3u ITXbGKW rC Doi7J4zJ C?f LOAD CASE(S) Standard 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-73,7-12=-10 Horz:1-12=14,1-6=-14,6-7=5 Trapezoidal Loads(plf) Vert:3=-72-to-6=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-82,7-12=-10 Horz:1-12=-5,1-6=-6,6-7=-14 Trapezoidal Loads(plf) Vert:3=-80-to-6=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-73,7-12=-10 Horz:1-12=13,1-6=-14,6-7=4 Trapezoidal Loads(plf) Vert:3=-72-to-6=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-82,7-12=-10 Horz:1-12=-4,1-6=-6,6-7=-13 Trapezoidal Loads(plf) Vert:3=-80-to-6=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-90,7-12=-10 Trapezoidal Loads(plf) Vert:3=-88-to-6=-176 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �ft a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek"building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 _____ Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360592 22-DD2739 D26FP Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:57 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rC Doi7J4zJ C?f 2-5-2 1 4-5-2 5-11-15 1 12-2-7 I 17-11-7 22-3-12 29-9-14 31-3-14 2-5-2 2-0-0 1-6-13 6-2-8 5-9-0 4-4-5 7-6-2 1-6-0 Scale=1:55.9 0.38 12 3x5= 4x6= 3x4= 4x8=3x4 I I 4x6= 5 6x8 M18AHS I 14x7 I I 164 17 6 7 8 1 2 3 ro N n r N N C r; c o 10 4x5= u° 11 5x7= 6x6= 15 14 13 12 7x10 M18AHS= 4x5 I I 4x6= 7x10 M18AHS= 1.42 r1Y 17-11-7 I 3-5-2 8-2-13 I 16-2-1 17-10-3 IIII 28.8-1 29-9-14 31-3-14 3-5-2 4-9-11 7-11-5 1-8-1 0.T-0 8-8-IS 3-1-13 I 1-6-0 I Plate Offsets(X,Y)-- [2:0-4-4,0-3-0],[3:0-4-4,0-1-8],[7:0-2-8,0-1-8],[9:0-2-0,0-2-0],[10:0-3-0,0-3-8],[11:0-3-8,0-3-0],[12:0-5-0,0-4-4],[14:0-2-0,0-2-0],[15:Edge,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.32 12-13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert CT -0.57 12-13 >655 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.10 12-13 >999 240 Weight:184 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc puffins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. 1-15:2x6 DF No.2,2-15,7-11:2x4 DF No.2 WEBS 1 Row at midpt 4-12 REACTIONS. (size) 15=0-5-8 (req.0-5-9),9=Mechanical Max Horz 15=64(LC 9) Max Uplift 15=-3221(LC 29),9=-6(LC 12) Max Gray 15=5186(LC 28),9=2114(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-358/143,1-2=-345/206,2-3=-5894/3415,3-4=-6868/2118,4-6=-5186/418, 6-7=-3652/306,8-9=-32/259 BOT CHORD 14-15=-3075/4829,13-14=-3824/7011,12-13=-569/6550,9-10=-162/1698, 11-12=-537/5395,10-11=-166/1721 WEBS 2-15=-6449/4127,3-13=-175/2007,4-13=-1853/371,4-12=-1510/1159,6-12=-999/268, 6-11=-1868/239,7-11=-173/2275,2-14=-1265/3067,3-14=-3070/1290,7-9=-2766/248 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-8-8,Corner(3)19-8-8 to 31-2-2 ti`-`0) P R d FR- zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� ,\G)N E, - s/�2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 1, 3)All plates are MT20 plates unless otherwise indicated. -44 "9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE f 5)WARNING:Required bearing size at joint(s)15 greater than input bearing size. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=1b) /409• 15=3221. 'AVM • 420 .• . 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1. fii L.. 9)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they -9 OREGON (� are correct for the intended use of this truss. L/ ,4 Y 1 4 2° S'� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 0 gp, 4-5-2,and 2344 lb down and 2344 lb up at 2-5-2 on top chord. The design/selection of such connection device(s)is the 41E1 R I LA- responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360592 22-DD2739 D26FP Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:57 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-17=-100,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(pit) Vert:17=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:17=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=14,1-8=-14,8-9=5 Trapezoidal Loads(plt) Vert:17=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plt) Vert:17=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,12-15=10,9-10=-10,10-12=-10 Horz:1-15=13,1-8=-14,8-9=4 Trapezoidal Loads(pit) Vert:17=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=-82,12-15=10,9-10=-10,10-12=-10 Horz:1-15=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plt) Vert:17=-82-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,12-15=10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:17=-90-to-8=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-17=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=2344(F) Trapezoidal Loads(plt) Vert:17=-50(F)-to-8=-136(F=-50) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-17=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=-2344(F) Trapezoidal Loads(plf) Vert:17=-50(F)-to-8=-136(F=-50) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-17=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=-2344(F) Trapezoidal Loads(plf) Vert:17=-50(F)-to-8=-136(F=-50) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-17=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(lb) Vert:2=2344(F)3=2344(F) Trapezoidal Loads(plf) Vert:17=-50(F)-to-8=-136(F=-50) 1 1 0 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPf1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360593 22-DD2739 D26FPALT MONOPITCH 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:58 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKW rCDoi7J4zJC?f 1 2-5-2 1 4-5-2 5-11-15 1 12-2-7 1 17-11-7 22-3-12 I 29-9-14 131-3-14 2-5-2 l 2-0-0 1 1-6-13 l 6-2-8 5-9-0 4-4-5 7-6-2 1-6-0 Scale=1:55.9 0.38 12 3x5 4x6= 3x4= 4x8=3x4 I I 4x6—_ 6x8 M18AHS 14x7 I 164 5 17 6 7 8 1 2 3 ,0N N L. r 10 4x5= 11 5x7= 6x6= 15 14 13 12 7x10 M18AHS= 4x5 I I 4x6= 7x10 M18AHS= 1.42 12 17-11-7 1 3-5-2 8-2-13 I 16-2-1 17-10 3 26-8-1 I 29-9-14 31-3.14 3-5-2 4-9-11 7-11-5 1-8-2 0-T4 8-8-10 3-1-13 1-6-0 Plate Offsets(X,Y)-- [2:0-4-4,0-3-0],[3:0-4-4,0-1-8],[6:0-0-0,0-0-0],[7:0-2-8,0-1-8],[8:0-0-0,0-0-0],[9:0-2-0,0-2-0],[10:0-3-0,0-3-8],[11:0-3-8,0-3-0],[12:0-5-0,0-4-4],[14:0-2-0 ,0-2-0],[15:Edge,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.23 12-13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.48 12-13 >778 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.07 9 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.10 12-13 >999 240 Weight:184 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-15:2x6 DF No.2,2-15,7-11:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=Mechanical Max Horz 15=64(LC 9) Max Uplift 15=-7(LC 8),9=-6(LC 12) Max Gray 15=1757(LC 1),9=2114(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2213/231,3-4=-4194/379,4-6=-4882/418,6-7=-3653/306,8-9=-32/260 BOT CHORD 14-15=-222/1566,13-14=-351/2849,12-13=-569/5333,9-10=-162/1699,11-12=-537/5396, 10-11=-166/1721 WEBS 2-15=-2075/204,3-13=-99/1562,4-13=-1371/186,4-12=-515/146,6-12=-584/115, 6-11=-1868/239,7-11=-174/2275,2-14=-155/1601,3-14=-1606/179,7-9=-2767/248 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-8-8,Corner(3)19-8-8 to 31-2-2 VI PROS s zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� C.NGINEF9 (r/� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. -f7 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,c 89200PE { 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r �l�• 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for IIIIIIII . 4 '.•. —the intended use of this truss. • CZ- -9G 4/OREGON �Cr � LOAD CASE(S) Standard /p iQ Y ()N 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 14,2 e)I'N Uniform Loads(plf) 414eR'`- Vert:1-17=-100,12-15=-10,9-10=-10,10-12=-10 �i Trapezoidal Loads(plf) Vert:17=-100-to-8=-186 RENEWAL DATE: 12-31-2023 May 22,2023 S,ontinued on one 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360593 22-DD2739 D26FPALT MONOPITCH 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:26:58 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert 17=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:17=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-5,1-8—6,8-9=-14 Trapezoidal Loads(plf) Vert:17=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:17=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plf) Vert:17=-82-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:17=-90-to-8=-176 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mire building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iMi rek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360594 22-DD2739 D27FP Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:00 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1 2-5-2 4-5-2 1 5-11-15 1 12-2-7 17-11-7 22-3-7 I 29-9-0 31-3-0 2-5-2 2-0-0 1-6-13 6-2-8 5-9-0 44-0 7-5-9 1-6-0 Scale=1:54.9 0.38 12 4x6= 3x4= 4x8=3x4 I I 3x5= 18 6 7 8 4x6= 6x8 M18AHS I 14x7 II 16 4 517 1 2 3 n N Ni N Ni N c, n N 10 4x5= 11 5x7= 6x6= 15 14 13 12 5x8 I I4x5 II 4x6= 7x10 M18AHS= 1.43 12 17-11-7 I 3-5-2 8-2-13 I 6 2.1 17-10-0 pp 26-7-8 29-9-0 31-3 0 3-5-2 4-9-11 7-11-5 1-8-3 0-1-3 8-8-1 3-1.8 1-6A Plate Offsets(X,Y)— [2:0-4-4,0-3-0],[3:0-4-4,0-1-8],[7:0-2-8,0-1-12],[9:0-2-0,0-2-0],[10:0-3-0,0-3-8],[11:0-3-8,0-3-0],[12:0-5-0,0-4-4],[14:0-2-0,0-2-0],[15:0-4-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.32 12-13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.56 12-13 >658 240 M18AHS 145/140 TCDL 25.0 Rep Stress Ina NO WB 0.90 Horz(CT) 0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.10 12-13 >999 240 Weight:183 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc puffins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. 1-15:2x6 DF No.2,2-15,7-11:2x4 DF No.2 WEBS 1 Row at midpt 4-12 REACTIONS. (size) 9=Mechanical,15=0-5-8 Max Horz 15=64(LC 9) Max Uplift 9=-6(LC 12),15=-3222(LC 29) Max Gray 9=2108(LC 1),15=5183(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-358/143,1-2=-345/206,2-3=-5888/3417,3-4=-6856/2124,4-6=-5160/418, 6-7=-3628/307,8-9=-31/251 BOT CHORD 14-15=-3077/4826,13-14=-3827/7004,12-13=-570/6532,9-10=-162/1690, 11-12=-537/5359,10-11=-166/1713 WEBS 2-15=-6444/4130,3-13=-182/2005,4-13=-1850/377,4-12=-1518/1157,6-12=-991/270, 6-11=-1856/239,7-11=-174/2261,2-14=-1268/3064,3-14=-3067/1292,7-9=-2750/248 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-7-10,Corner(3)19-7-10 to 31-1-4 �� �� R�� ss zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��CO �� 'N E' .R /O� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)All plates are MT20 plates unless otherwise indicated. -9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �" 89200PE 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify / capacity of bearing surface. . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) LA . 15=3222. ©REGON . 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 74- tx ,`/ 9)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they /© '41Y 14 2-() P-.� are correct for the intended use of this truss. 77�1,, 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 'vJ 'Fi'IR 10- 4-5-2,and 2344 lb down and 2344 lb up at 2-5-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL DATE: 12-31-2023 LOAD CASE(S) Standard Except: May 22,2023 s nntinued on oaae 2 Mil 0 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360594 22-DD2739 D27FP Monopitch 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:00 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-100,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:18=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-88,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:18=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:18=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:18=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:18=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plf) Vert:18=-82-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-90,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:18=-90-to-8=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-18=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=2344(F) Trapezoidal Loads(plf) Vert:18=-50(F)-to-8=-136(F=-50) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-18=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=-2344(F) Trapezoidal Loads(plf) Vert:18=-50(F)-to-8=-136(F=-50) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-18=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=-2344(F)3=-2344(F) Trapezoidal Loads(plf) Vert:18=-50(F)-to-8=-136(F=-50) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-18=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:2=2344(F)3=2344(F) Trapezoidal Loads(pit) Vert:18=-50(F)-to-8=-136(F=-50) t I M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360595 22-DD2739 D27FPALT MONOPITCH 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:01 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f I 2-5-2 1 45-2 1 5-11-15 1 12-2-7 1 17-11-7 22-3-7 1 29-9-0 1 31-3-0 1 2-5-2 2-0-0 1-6-13 6-2-8 5-9-0 4-4-0 7-5-9 1-6-0 Scale=1:54.9 0.38 12 3x5—_ 4x6= 3x4= 4x8=3x4 II 4x6= 6x8 M18AHS 114x7 II 164 517 18 6 7 8 1 2 3 rn N r; N r` n r 10 4x5= 11 5x7= 6x6= 15 14 13 12 5x8 I I 4x5 II 4x6= 7x10 M18AHS= 1.43 12 17-11-7 I 3-5-2 8-2-13 16-2-1 T7aod IIII 26-7-8 29-s-0 1313-0 { 3-5-2 4-9-11 7-11-5 1-8-3 0-1'-3 8-8-1 3-1-8 1-6-0 Plate Offsets(X,Y)— [2:0-4-4,0-3-0],[3:0-4-4,0-1-8],[6:0-0-0,0-0-0],[7:0-2-8,0-1-9],[8:0-0-0,0-0-0],[9:0-2-0,0-2-0],[10:0-3-0,0-3-8],[11:0-3-8,0-3-0],[12:0-5-0,0-4-4],[14:0-2-0 ,0-2-0],[15:0-4-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.23 12-13 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.47 12-13 >783 240 M18AHS 145/140 TCDL 25.0 Rep Stress Ina NO WB 0.89 Horz(CT) 0.07 9 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.10 12-13 >999 240 Weight:184 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-15:2x6 DF No.2,2-15,7-11:2x4 DF No.2 REACTIONS. (size) 9=Mechanical,15=0-5-8 Max Horz 15=64(LC 9) Max Uplift 9=-6(LC 12),15=-7(LC 8) Max Gray 9=2108(LC 1),15=1752(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2207/231,3-4=-4179/380,4-6=-4854/418,6-7=-3629/307,8-9=-31/252 BOT CHORD 14-15=-223/1562,13-14=-352/2841,12-13=-570/5311,9-10=-162/1690,11-12=-537/5360, 10-11=-166/1713 WEBS 2-15=-2069/205,3-13=-99/1554,4-13=-1363/186,4-12=-522/147,6-12=-576/114, 6-11=-1856/239,7-11=-175/2261,2-14=-156/1597,3-14=-1602/179,7-9=-2750/248 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-7-10,Corner(3)19-7-10 to 31-1-4 �� R OF zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions eS shown;Lumber DOL=1.60 plate grip DOL=1.60 �\� �NG(NEE. iS'jO 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 2 3)All plates are MT20 plates unless otherwise indicated. -9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify / capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,15. >!t 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for -57G A_OR E��QN ' �J the intended use of this truss. /O '/q�. 4' Z(�� 1 LOAD CASE(S) Standard DER R I l\- c,„P 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-100,12-15=-10,9-10=-10,10-12=-10 RENEWAL DATE: 12-31-2023 May 22,2023 ,Continued on oaae 2 I N ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,D58-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360595 22-DD2739 D27FPALT MONOPITCH 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:01 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:18=-100-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-88,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:18=-88-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:18=-73-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:18=-82-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-73,12-15=-10,9-10--10,10-12=-10 Horz:1-15=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:18=-73-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plf) Vert:18=-82-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-18=-90,12-15—10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:18=-90-to-8=-176 / MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire lc` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/7 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R77624509 22-DD2739 D28FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.710 s May 19 2023 MiTek Industries,Inc. Wed Aug 2 08:21:35 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f Q 11- 2-5-2 4-5-2 12-2-7 21-11-6 1 24-1-12 1 29-8-1 31-2-1 0-11-8 1-5-10 1 2-0-0 1 7-9-5 9-8-15 2-2-6 5-6-6 1-6-0 Scale=1:55.3 0.38 FIT 4x6= 3x4= 4x8=3x4 I I 3x4— 6 7 8 3x4 I 6x8 M18AHS I 14x7 II 164 517 1 2 3 r N n N r r o 10 4x5= 14 11 4x6= 5x5= 15 14 13 12 6x8 M18AHS= 4x5 II 3x6= 5x10 M18AHS= 1.44 12 3-5-2 8-2-13 1 17-10-4 17-31-7 24-1-12 26-5-14 29-8-1 31-2-1 3-5-2 4-9-11 9-7-8 0--3 6-2-5 2-4-2 3-2-4 1-6-0 Plate Offsets(X,Y)-- [2:0-4-4,0-3-0],[3:0-4-4,0-1-12],[7:0-4-0,0-1-8],[12:0-5-0,0-2-12],[14:0-2-0,0-2-0],[15:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.25 12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.58 12-13 >638 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.13 9 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.11 12 >999 240 Weight:161 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc puffins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-10:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-4-15 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 4-12 1-15:2x6 DF No.2,7-11,2-15:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=Mechanical Max Horz 15=66(LC 9) Max Uplift 15=-3277(LC 28),9=-6(LC 12) Max Gray 15=5125(LC 26),9=2106(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5686/3440,3-4=-6476/2223,4-6=-4715/421,6-7=-3521/299,8-9=-42/343 BOT CHORD 14-15=-3051/4634,13-14=-3837/6722,12-13=-795/6085,9-10=-169/1664, 11-12=-532/5191,10-11=-174/1690 WEBS 3-13=-298/1919,4-13=-1708/462,4-12=-1597/1017,6-12=-738/435,6-11=-1788/240, 7-11=-160/2175,2-15=-6606/4363,7-9=-2905/269,3-14=-2992/1338,2-14=-1316/3017 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-6-12,Comer(3)19-6-12 to 31-0-5 � PR OFrzone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions Cshown;Lumber DOL=1.60 plate grip DOL=1.60 (<0 tiNG1NEFL /a� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.003)All plates are MT20 plates unless otherwise indicated. -57 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3277 lb uplift at joint 15 and 6 lb uplift at / joint 9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. `w 8)Load case(s)1,2,19,20,21,22,23,26,27,28,29 has/have been modified.Building designer must review loads to verify that they OREGON are correct for the intended use of this truss. �L "�/ l• 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at /O '9 Y 14 2.° 4-5-2,and 2344 lb down and 2344 lb up at 2-5-2 on top chord. The design/selection of such connection device(s)is the A w �Q responsibility of others. ER R 1�.-,- 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: RENEWAL DATE: 12-31-2023 August 2,2023 1 pti donnaafi2 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1/2/2023 BEFORE USE. Milek® Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 400 Sunrise Ave.,Suite 270 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute(www.tpinst.org) Roseville,CA 95661 and SCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MiTek-US.com Job Truss Truss Type Qty Ply Mario's-Hampton Apts R77624509 22-DD2739 D28FP Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.710 s May 19 2023 MiTek Industries,Inc. Wed Aug 2 08:21:35 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-100,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:5=-99-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-88,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:5=-86-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:5=-72-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-5=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:5=-81-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-5=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:5=-72-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plf) Vert:5=-81-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-90,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:5=-89-to-8=-176 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=-2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:3=2344(F)2=2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-50(F),12-15=-10(F),9-10=-10(F),10-12=-10(F) Concentrated Loads(Ib) Vert:3=-2344(F)2=2344(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.1/2/2023 BEFORE USE. ■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MiTek a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 400 Sunrise Ave.,Suite 270 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria and DSB-22 available from Truss Plate Institute(www.tpinst.org) Roseville,CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MiTek-US.com Job Truss Truss Type Qty Ply Mario's-Hampton Apts R77624510 22-DD2739 D28FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.710 s May 19 2023 MiTek Industries,Inc. Wed Aug 2 08:21:36 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 11-4 2-5-2 I 4-5-2 I 12-2-7 21-11-6 24-1-12 I 29-8-1 31-2-1 6-11-8 1-5-10 2-0-0 7-9-5 9-8-15 2-2-6 5-6-5 1-6-0 Scale=1:55.3 0.38 12 3x4— 4x6= 3x4= 4x8=3x4 II 3x4 I I 6x8 M18AHS I 14x7 I I 16 4 517 6 7 8 1 2 3 7 a N r E �� N Y r n Wig, q 111 is 70 O 4x5= m - 4x6= 5x5= 15 14 13 12 6x8 M18AHS= 4x5 I I 3x6= 5x10 M18AHS= 1.44 12 3-5-2 I 8-2-13 17-10-4 171-7 24-1-12 26-5-14 29-8-1 31-2-1 3-5-2 4-9-11 9-7-7 0--3 6-2-5 2-4-2 3-2-3 1-6-0 Plate Offsets(X,Y)— [2:0-4-4,0-3-0],[3:0-4-4,0-1-12],[7:0-4-0,0-1-8],[8:0-0-0,0-0-0],[9:0-0-0,0-0-0],[10:0-0-0,0-0-0],[11:0-0-0,0-0-0],[12:0-5-0,0-2-12],[14:0-2-0,0-2-0], [15:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.25 12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.58 12-13 >639 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.11 12 >999 240 Weight:161 lb FT=0e/ BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, BOT CHORD 2x4 DF No.1&Bir*Except* except end verticals. 9-10:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. WEBS 2x4 HF Std*Except* 1-15:2x6 DF No.2,7-11,2-15:2x4 DF No.2 REACTIONS. (size) 15=0-5-8,9=Mechanical Max Horz 15=66(LC 9) Max Uplift 15=-7(LC 8),9=-6(LC 12) Max Gray 15=1749(LC 1),9=2106(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2140/232,3-4=-4050/368,4-6=-4714/421,6-7=-3519/298,8-9=-42/343 BOT CHORD 14-15=-236/1504,13-14=-361/2756,12-13=-565/5124,9-10=-168/1663,11-12=-532/5191, 10-11=-174/1689 WEBS 3-13=-93/1516,4-13=-1307/189,4-12=-472/133,6-12=-557/103,6-11=-1789/240, 7-11=-160/2175,2-15=-2134/218,7-9=-2904/269,3-14=-1602/179,2-14=-163/1625 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 19-6-12,Corner(3)19-6-12 to 31-0-5 �n��D P ROr f zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions NCO NG�N1 - /O2 shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 C. -j7 3)All plates are MT20 plates unless otherwise indicated. 89200PE 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. /j' llip 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 15 and 6 lb uplift at joint 9. 'fill - 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON !vim 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for t the intended use of this truss. /Q Aq Y 14 20� P4� LOAD CASE(S) Standard MER R i L\- " 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-100,12-15=-10,9-10=-10,10-12=-10 RENEWAL DATE: 12-31-2023 August 2,2023 continued on oaae 2 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1/2/2023 BEFORE USE. a Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 400 Sunrise Ave.,Suite 270 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria and DSB-22 available from Truss Plate Institute(www.tpinst.org) Roseville,CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MiTek-US.com Job Truss Truss Type Qty Ply Mario's-Hampton Apts R77624510 22-DD2739 D28FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.710 s May 19 2023 MiTek Industries,Inc. Wed Aug 2 08:21:36 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:5=-99-to-8=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-88,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plf) Vert:5=-86-to-8=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=14,1-8=-14,8-9=5 Trapezoidal Loads(plf) Vert:5=-72-to-8=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-5,1-8=-6,8-9=-14 Trapezoidal Loads(plf) Vert:5=-81-to-8=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=13,1-8=-14,8-9=4 Trapezoidal Loads(plf) Vert:5=-72-to-8=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,12-15=-10,9-10=-10,10-12=-10 Horz:1-15=-4,1-8=-6,8-9=-13 Trapezoidal Loads(plt) Vert:5=-81-to-8=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-90,12-15=-10,9-10=-10,10-12=-10 Trapezoidal Loads(plt) Vert:5=-89-to-8=-176 r r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1/2/2023 BEFORE USE. U Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not m MiTek a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 400 Sunrise Ave.,Suite 270 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria and DSB-22 available from Truss Plate Institute(www.tpinst.org) Roseville,CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MiTek-US.com Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360597 22-DD2739 D29 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:03 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezlB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGK W rCDoi7J4zJC?f 4-3-2 5-11-15 I 12-2-7 21-11-6 24-1-4 29-7-3 31-1-3 4-3-2 1-8-13 6-2-8 9-8-15 2-1-15 5-5-15 1-6-0 Scale=1:53.9 0.38 12 3x4 4x6= 3x4= 4x8=3x4 II 5 6 7 3x4 3x7= 14 3 15 4 2 co N r, li c. 9 9 4x5= u, 10 4x6= 5x5= 13 t2 11 3x6= 3x5= 5x10 M18AHS= 1.45 12 8-2-13 17-10-4 17-QI1-7 24-1-4 I 26-5-14 29-7-3 131-1-3 8-2-13 9-7-8 0--3 6-1-13 2-4-9 3-1-6 1-6-0 Plate Offsets(X,Y)-- [6:0-4-0,0-1-8],[8:0-2-4,0-2-0],[11:0-5-0,0-2-12],[12:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.26 11-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.58 11-12 >639 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.12 11-12 >999 240 Weight:155 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 6-10:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Horz 13=66(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1749(LC 1),8=2106(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4063/368,3-5=-4723/413,5-6=-3488/297,7-8=-39/304 BOT CHORD 12-13=-349/2703,11-12=-556/5151,8-9=-162/1653,10-11=-522/5180,9-10=-166/1675 WEBS 2-13=-3045/339,2-12=-87/1575,3-12=-1323/184,3-11=-492/138,5-11=-534/106, 5-10=-1811/233,6-10=-164/2165,6-8=-2810/261 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-5-14,Corner(3)19-5-14 to 30-11-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ����0 P R OFFss shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �C� ,AGI NErF /e 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C/ y 5)Refer to girder(s)for truss to truss connections. Q 89200 P E 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �/ 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for �. • _ the intended use of this truss. fl ct LOAD CASE(S) Standard 17L OREGON Ck � 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / q d� Loads(plf) Uniform Vert:1-4=-100,11-13=-10,8-9=-10,9-11=-10 O FR R I l�- �P+ Trapezoidal Loads(plf) Vert:4=-99-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on owe 2 / Man A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NMiiek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360597 22-DD2739 D29 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:03 2023 Page 2 ID:8g6sYjJexr3J e3TE9W DtkeziB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbG KW rCDoi7J4zJ C?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:4=-87-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:4=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:4=-81-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:4=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(plf) Vert:4=-81-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:4=-89-to-7=-176 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing EVliTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360598 22-DD2739 D30 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:04 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 30-6-5 2-5-8 1 3_9_2 i 11_8_7 21-5-6 I 23-6-13 29-0-5 30.2-13 2-5-8 1-3-10 7-11-5 9-8-15 2-1-8 5-5-8 1-2-8 0-3-8 Scale=1:52.9 0.38 12 4x6= 3x4= 4x8=3x4 II 3x4= 14 15 5 6 7 3x4 3x7— 3 4 _ .i 1 2 cv c. N eN 1 iI O 9 4x5= - 10 4x6= 5x5= 13 12 11 4x4= 3x6= 5x10 M18AHS= 1.46 12 2-5-8 7-8-13 17-4-5 17/p-7 23-6-13 I 25-11-14 29-0-5 30-6-5 2-5-8 5-3-5 9-7-9 0--2 6-1-6 2-5-0 3-0-7 1-6-0 Plate Offsets(X,Y)-- [6:0-4-0,0-1-8],[11:0-5-0,0-2-12],[12:0-2-4,0-1-8],[13:0-2-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.24 11-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.54 11-12 >676 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.10 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.11 11-12 >999 240 Weight:152 lb FT=0%LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc puriins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 6-10:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Holz 13=66(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1719(LC 1),8=2074(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3800/356,3-5=-4567/410,5-6=-3387/296,7-8=-38/293 BOT CHORD 12-13=-327/2388,11-12=-552/4934,8-9=-163/1624,10-11=-523/5047,9-10=-168/1646 WEBS 2-12=-100/1634,3-12=-1379/194,3-11=-424/135,5-11=-562/110,5-10=-1775/234, 6-10=-164/2092,2-13=-2799/322,6-8=-2758/263 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-11-0,Corner(3)18-11-0 to 30-4-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions 0 P R QF shown;Lumber DOL=1.60 plate grip DOL=1.60 �� FS 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �rt �N(jt)N t�� s4, 3)All plates are MT20 plates unless otherwise indicated. R ?/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -7 5)Refer to girder(s)for truss to truss connections. 89200PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for /:9"": the intended use of this truss. o� IF••, ' : ,,,/iffiti LOAD CASE(S) Standard � � G OREGON D` k�� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O y 1 4,2° 4 Uniform Loads(plf) e'Q' Vert:1-15=-100,11-13=-10,8-9=-10,9-11=-10 DER R i Lk- Trapezoidal Loads(plf) Vert:15=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on Daae 2 imit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP/f Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360598 22-DD2739 D30 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:04 2023 Page 2 I D:8g6sYj Jex r3J e3TE9 W DtkezlB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbG KW rCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:15=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(pit) Vert:15=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(pit) Vert:15=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-15=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:15=-90-to-7=-176 / I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. hut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360599 22-DD2739 D31 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:05 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 30-5-7 2-5-8 1 3-9-2 11-8-7 21-SE 23-6-6 28-11-7 30-0-13 2-5-8 '1-3-10 I 7-11-5 I I 9-8-1 5 2-1-1 5-5-1 1-1-6 0-41°Scale=1:52.7 0.38 12 4x6= 3x4= 4x8=3x4 I I 3x4= 14 15 5 6 7 3x4 I I 3x7= 3 4 _ 1 2 N N u` N r7 1r l+ n c. 9 4x5= 10 4x6= 5x5= 13 12 11 4x4= 3x6= 5x10 M18AHS= 1.47 12 2-5-8 I 7-8-13 17-4-6 23-6-6 I 25-11-14 28-11-7 30-5-7 2-5-8 5-3-5 9-7-9 6-2-0 2-5-7 2-11-9 1-6-0 Plate Offsets(X,Y)-- [6:0-2-8,0-1-12],[11:0-5-0,0-2-12],[12:0-2-4,0-1-8],[13:0-2-0,0-1-12] LOADING (psf) i TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.24 11-12 >999 360 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.53 11-12 >679 240 M18AHS 145/140 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.10 8 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.11 11-12 >999 240 Weight:152 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc puffins, BOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-9:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-0-7 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-13 6-10:2x4 DF No.2 REACTIONS. (size) 13=0-5-8,8=Mechanical Max Horz 13=66(LC 9) Max Uplift 13=-7(LC 8),8=-6(LC 12) Max Gray 13=1715(LC 1),8=2070(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3788/357,3-5=-4542/409,5-6=-3348/294,7-8=-37/280 BOT CHORD 12-13=-327/2382,11-12=-552/4918,8-9=-163/1615,10-11=-522/5017,9-10=-167/1636 WEBS 2-12=-100/1628,3-12=-1373/194,3-11=-434/137,5-11=-556/109,5-10=-1784/236, 6-10=-162/2069,2-13=-2792/322,6-8=-2738/261 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 18-10-1,Comer(3)18-10-1 to 30-3-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 O�ED PROpe, LI 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat 13;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �\�� �NG(NEFj4 s/0 3)All plates are MT20 plates unless otherwise indicated. 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -37 5)Refer to girder(s)for truss to truss connections. 89200 PE 1✓ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for �/� the intended use of this truss. II AZ OREGON LOAD CASE(S) Standard 7 A_ �b' k 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / Al y 2Q 1 Uniform Loads(plf) Q 4 r �P Vert:1-15=-100,11-13=-10,8-9=-10,9-11=-10 MERR 10, Trapezoidal Loads(plf) �l Vert:15=-100-to-7=-186 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS87P11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360599 22-DD2739 D31 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:06 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-88,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:15=-87-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=14,1-7=-14,7-8=5 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-5,1-7=-6,7-8=-14 Trapezoidal Loads(plf) Vert:15=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-73,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=13,1-7=-14,7-8=4 Trapezoidal Loads(plf) Vert:15=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-82,11-13=-10,8-9=-10,9-11=-10 Horz:1-13=-4,1-7=-6,7-8=-13 Trapezoidal Loads(plf) Vert:15=-82-to-7=-146 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-15=-90,11-13=-10,8-9=-10,9-11=-10 Trapezoidal Loads(plf) Vert:15=-90-to-7=-176 i y A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTel S connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360600 22-DD2739 D32 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:06 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 4-3-2 7-10-4 12-2-7 i 20-1-12 22-11-13 i 28-1-0 30-10-1 4-3-2 3-7-2 4-4-3 7-11-5 2-10-1 5-1-4 2-9-1 Scale=1:51.1 0.38 Fff 3x5= 14 3x4= 4x6= 17 4x5= 3x4= 6 3x4 II 3x7= 15 3 4 16 5ti 1 2 C n o 0 i Ect„..„. .„...---- in r co Tiii 12 11 10 9 8 13 3x6— 3x5= 3x10 M18AHS= 3x4= 4x5= 3x6= i 8-2-13 16-2-1 24-1-6 30-10-1 8-2-13 7-11-5 7-11-5 6-8-11 Plate Offsets(X,Y)— [6:0-2-0,0-2-0],[7:0-2-4,0-1-8],[8:0-2-12,0-1-8],[9:0-2-4,0-2-0],[12:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.23 10-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.49 10-12 >746 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.14 8 n/a n/a BCLL BCDL 0..0 0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.11 10-12 >999 240 Weight:160 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=128(LC 9) Max Uplift 13=-14(LC 8),8=-2(LC 12) Max Gray 13=1730(LC 1),8=2084(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3949/378,3-5=-4794/478,5-6=-3075/334 BOT CHORD 12-13=-425/2676,10-12=-581/4970,9-10=-478/4495,8-9=-164/1651 WEBS 2-13=-3023/362,2-12=-91/1474,3-12=-1245/177,6-8=-2597/257,5-10=-19/486, 5-9=-1782/239,6-9=-155/1799 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-1-11,Comer(3)19-1-11 to 30-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ti �� PROF Ss 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 R F 3)All plates are MT20 plates unless otherwise indicated. �cj �O�N�F /� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. �� yf 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for ,-y the intended use of this truss. _ � LOAD CASE(S) Standard l /4. • 4•- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4, O•EGON Uniform Loads(plf) D' � Vert:1-17=-100,8-13=-10 �/ "1 Y 14,`1° -i�tice Trapezoidal Loads(plf) '?;'P Vert:17=-100-to-7=-186 MAR R 11.-�- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on oaae 2 i mil A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �t building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iV IiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of hisses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 I Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360600 22-DD2739 D32 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:07 2023 Page 2 ID:8g6sYjJexr3Je3TE9 W Dtkezl B9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rC Doi7J4zJ C?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:17=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:17=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:17=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:17=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-90,8-13=-10 Trapezoidal Loads(plf) Vert:17=-90-to-7=-176 O A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360601 22-DD2739 D33 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:08 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezlB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbGK W rCDoi7J4zJC?f 11- 2-11.8 1 4-3-2 I 7-11-9 12-2-7 20-1-12 I 23-3-10 28-1-0 I 31-3-3 11- 2-0-0 1-3-10 3-8-6 4-2-14 7-11-5 3-1-14 4-9-6 3-2-3 Scale=1:51.9 0.38 12 3x5= 14 4x6= 4x6= 3x4= 3x4 II 3x7= 15334 q 16 5 6 fLU 1 2 0 e vt1 4:' n M 1312 11 10 9 8 3x6— 3x5= 3x10 M18AHS= 3x4= 4x5= 3x6= 2-11-8 8-2-13 1 16-2-1 24-1-6 I 31-3-3 2-11-8 5-3-5 7-11-5 7-11-5 7-1-13 Plate Offsets(X,Y)— [7:0-2-4,0-1-8],[9:0-2-4,0-2-0],[12:0-1-12,0-1-8],[13:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.25 10-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.51 10-12 >721 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.14 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Wind(LL) 0.11 10-12 >999 240 Weight:162 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13 REACTIONS. (size) 13=0-11-8,8=0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-14(LC 8),8=-2(LC 12) Max Gray 13=1753(LC 1),8=2108(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4051/378,3-5=-4948/483,5-6=-3285/344 BOT CHORD 12-13=-426/2729,10-12=-584/5102,9-10=-487/4673,8-9=-185/1881 WEBS 2-12=-90/1528,3-12=-1281/179,6-8=-2716/265,5-10=-16/458,5-9=-1738/234, 6-9=-144/1771,2-13=-3119/355 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-6-13,Comer(3)19-6-13 to 31-0-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 BRED PRO figs 3)All plates are MT20 plates unless otherwise indicated. �� �NO)NEF9 c$'/� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. "F.,.. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 892OOPE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard AO/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ' OREGON Q Uniform Loads(pit) }� �(/ Vert:1-5=-100,8-13=-10 !/ �/q 14,2° 4� Trapezoidal Loads(plf) 6P Vert:5=-99-to-7=-186 ME R R l L\— 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 inntinued on nave 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek/E connectors.This design is based only upon parameters shown,and is for an individual building component,not IIII a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/i Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360601 22-DD2739 D33 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:08 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:5=-87-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:5=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:5=-81-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:5=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:5=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-90,8-13=-10 Trapezoidal Loads(plf) Vert:5=-89-to-7=-176 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 111111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI7 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360602 22-DD2739 D34 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:09 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 0-11-81 2-11-8 1 4-3-2 I 12-2-7 20-1-12 28-1-0 I 31-2-5 0-11-8 2-0-0 1-3-10 7-11-5 7-11-5 7-11-5 3-1-4 Scale=1:51.8 0.38 12 3x5= 14 4x6= 3x4= 4x6= 3x4= 6 7 3x4 0 3x7= 15 3 4 16 5 1 2 n vY c. rn r; r\ 12 11 10 9 8 13 3x6— 3x5= 3x10 M18AHS= 3x4= 4x5= 3x6— i0-11-61-11-8,2-11-8 8-2-13 16-2-1 24-1-6 __ _ 31-2-5 -11-81 1-0-0 1-0.0 5-3-5 7-11-5 7-11-5 7-0-15 Plate Offsets(X,Y)-- [7:0-2-4,0-1-8],[9:0-2-4,0-2-0],[12:0-1-12,0-1-8],[13:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.25 10-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.51 10-12 >725 240 M18AHS 169/162 TCDL 25.0 Rep Stress Ina NO WB 0.95 Horz(CT) 0.14 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Wind(LL) 0.11 10-12 >999 240 Weight:162 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc puffins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=128(LC 9) Max Uplift 13=-14(LC 8),8=-2(LC 12) Max Gray 13=1749(LC 1),8=2104(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4038/378,3-5=-4926/483,5-6=-3253/343 BOT CHORD 12-13=-427/2722,10-12=-584/5084,9-10=-486/4646,8-9=-182/1843 WEBS 2-12=-90/1522,3-12=-1274/179,6-8=-2697/263,5-10=-17/462,5-9=-1746/235, 6-9=-146/1778,2-13=-3111/356 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-5-15,Corner(3)19-5-15 to 30-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 si,GG c 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 '\((' P OF`S+s 3)All plates are MT20 plates unless otherwise indicated. 5 NGII NEF /O� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. Q� 9 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard "1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 - • OREGON Uniform Loads(plf) 9G '4t' Ir k Vert:1-5=-100,8-13=-10 /O q y 14 2.° -- Trapezoidal Loads(plf) es Vert:5=-100-to-7=-186 MFR R I O- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 continued on oaae 2 1/1 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360602 22-DD2739 D34 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:09 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:5=-87-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(pit) Vert:5=-73-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:5=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:5=-73-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-5=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(pit) Vert:5=-84-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-90,8-13=-10 Trapezoidal Loads(plf) Vert:5=-90-to-7=-176 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1411 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requirad for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSU17/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360603 22-DD2739 D35 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:10 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKW rCDoi7J4zJC?f 4-3-2 I 7-11-2 12-2-7 I 20-1-12 23-2-5 I 28-1-0 31-1-7 4-3-2 3-7-15 4-3-5 7-11-5 3-0-9 4-10-11 3-0-6 Scale=1:51.6 0.38 rli 3x5= 14 4x6= 3x4= 4x6= 3x4 II 3x7= 15334 6 7 4 16 5 tIO 1 2 t, 717, r Tt v M a r\ D E 12 11 10 9 13 = 8 4x5— 3x5= 3x10 M18AHS= 3x4= 4x5 3x6 8-2-13 16-2-1 24-1-6 31-1-7 8-2-13 7-11-5 7-11-5 7-0-1 Plate Offsets(X,Y)-- [7:0-2-4,0-1-8],[9:0-2-4,0-2-0j,[12:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.24 10-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.51 10-12 >726 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.14 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.11 10-12 >999 240 Weight:161 lb FT=0%LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=128(LC 9) Max Uplift 13=-14(LC 8),8=-2(LC 12) Max Gray 13=1745(LC 1),8=2100(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4021/380,3-5=-4906/482,5-6=-3217/342 BOT CHORD 12-13=426/2718,10-12=-584/5066,9-10=-485/4620,8-9=-178/1807 WEBS 2-13=-3064/362,2-12=-92/1506,3-12=-1274/178,6-8=-2662/262,5-10=-17/472, 5-9=-1757/235,6-9=-150/1777 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-5-1,Corner(3)19-5-1 to 30-10-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ,fit(' PROfiFrSs 3)All plates are MT20 plates unless otherwise indicated. �G Nc'IN4- <0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _tom 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. -7 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TP!1. 89200PE v 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard -. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) -7G �OREGON t" ktv 8 1310 /Q 4 y 14,2p TrapezoidalLoads(plf) � Vert:5=-100-to-7=-186 MFR R 11..L 6P 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 4continued on Dace 2 1 tea. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MI. Design valid for use only with MiTekr5 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MWTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. 1 Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360603 22-DD2739 D35 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:10 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:5=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:5=-74-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:5=-82-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:5=-74-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:5=-85-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-90,8-13=-10 Trapezoidal Loads(plf) Vert:5=-90-to-7=-176 f t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k@ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type City Ply Mario's-Hampton Apts R76360604 22-DD2739 D36 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:11 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 4-3-2 7-10-14 12-2-7 1 20-1-12 23-1-10 28-1-0 I 31-0-9 { 4-3-2 3-7-12 4-3-9 7-11-5 2-11-15 4-11-6 2-11-8 Scale=1:51.5 0.38 12 3x5= 14 4x6= 3x4= 4x6= 3x4= 6 7 3x4 II 3x7= 15 3 4 16 5TD 1 2 147 ro a 12 11 10 9 8 13 3x6— 3x5= 3x10 M18AHS= 3x4= 4x5= 3x6— 8-2-13 16-2-1 24-1-6 31-0-9 8-2-13 7-11-5 I 7-11-5 6-11-3 Plate Offsets(X,Y)-- [7:0-2-4,0-1-8],[9:0-2-4,0-2-0],[12:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.24 10-12 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.50 10-12 >729 240 M18AHS 169/162 TCDL 25.0 Rep Stress Ina- NO WB 0.91 Horz(CT) 0.14 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.11 10-12 >999 240 Weight:161 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. 8-14:2x6 DF No.2 WEBS 1 Row at midpt 2-13 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-14(LC 8),8=-2(LC 12) Max Gray 13=1741(LC 1),8=2096(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4008/380,3-5=-4883/481,5-6=-3184/340 BOT CHORD 12-13=-426/2712,10-12=-584/5048,9-10=-484/4593,8-9=-174/1769 WEBS 2-13=-3057/362,2-12=-92/1499,3-12=-1267/178,6-8=-2646/261,5-10=-17/476, 5-9=-1765/237,6-9=-151/1785 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 11-7-6,Exterior(2)11-7-6 to 19-4-3,Comer(3)19-4-3 to 30-9-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 C �FFs 3)All plates are MT20 plates unless otherwise indicated. Gj� NG�NFF s/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. �4 -;7 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q 89200PE r 7)Load case(s)1,2,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard '�� -- " - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ii �OREGON t Uniform Loads(plf) 71- 8-13=-10 /0 AI Y 14,2fl Trapezoidal Loads(p � 4 Vert:5=-101-to-7=-186 ' ERR 11,.�- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-88,8-13=-10 RENEWAL DATE: 12-31-2023 May 22,2023 continued on oaae 2 / a.� imut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-99 and BCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360604 22-DD2739 D36 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:11 2023 Page 2 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:5=-88-to-7=-152 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=14,1-7=-14,7-8=5,7-14=24 Trapezoidal Loads(plf) Vert:5=-74-to-7=-138 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-82,8-13=-10 Horz:1-13=-5,1-7=-6,7-8=-14,7-14=-24 Trapezoidal Loads(plf) Vert:5=-83-to-7=-146 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-73,8-13=-10 Horz:1-13=13,1-7=-14,7-8=4,7-14=16 Trapezoidal Loads(plf) Vert:5=-74-to-7=-138 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-84,8-13=-10 Horz:1-13=-2,1-7=-3,7-8=-9,7-14=16 Trapezoidal Loads(plf) Vert:5=-85-to-7=-149 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-90,8-13=-10 Trapezoidal Loads(plf) Vert:5=-91-to-7=-176 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360605 22-DD2739 E01 Roof Special Girder 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:13 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 3-7-0 I 6-7-9 9-10-1 16-1-2 19-3-11 22-4-3 25-11-4 3-7-0 3-0-8 3-2-8 6-3-1 3-2-8 3-0-8 3-7-0 Scale=1:42.7 TRUSS FLAG R76360609 ATTACHED TO EACH END EACH FACE 0.38 12 6x6= 3x5= 15 14 4x6= 3x9= _''---- 3x4= 6 7 3x10= 3x416 17 4 3 5 TD 1 2 N M 18 1219 20 11 21 10 22 23 9 24 IC 13 8 4x6= 5x12 M18AHS= 3x4= 4x7= 4x8= 4x5= 6-8-9 I 12-11-10 19-2-11 25-11-4 6-8-9 6-3-1 6-3-1 6-8-9 Plate Offsets(X,Y)- [1:0-1-9,Edge],13:0-1-12,0-1-8],[6:0-4-4,0-1-8],[7:0-2-4,0-1-8],[8:0-1-12,0-2-0],[13:0-3-12,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.42 10-12 >723 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.91 10-12 >337 240 M18AHS 169/162 TCDL 25.0 Rep Stress Ina NO WB 0.51 Horz(CT) 0.13 8 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Wind(LL) 0.23 10-12 >999 240 Weight:307 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puffins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-14,8-15:2x6 DF No.2,3-12,3-10,4-10,4-9:2x4 HF Std REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=136(LC 31) Max Uplift 8=-81(LC 12) Max Gray 13=2995(LC 1),8=3005(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-578/51,1-2=-1775/159,2-3=-13789/747,3-4=-15400/1083,4-6=-10621/853, 6-7=-537/115,7-8=-257/44 BOT CHORD 12-13=-775/8753,10-12=-1217/15484,9-10=-1156/13547,8-9=-522/5825 WEBS 2-13=-7292/592,2-12=-216/5266,3-12=-1827/471,3-10=-438/299,4-10=43/2009, 4-9=-3211/336,6-9=-366/5355,6-8=-5842/552 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ����D P R oFcss Webs connected as follows:2x4-1 row at 0-9-0 oc. C 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �cj NEE /�ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. R3)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; 'C/ -9MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 14-2-14,Corner(3)14-2-14 to 25-8-8 %9G200PE `� zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 _ 5)All plates are MT20 plates unless otherwise indicated. !A 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • q_OR EG ONAt 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. 74- 41 '\ 44..! 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /d y Q 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)744 lb down at 5-0-0,244 lb j 4 2, 0,% down and 15 lb up at 7-0-12,244 lb down and 16 lb up at 9-0-12,244 lb down and 16 lb up at 11-0-12,244 lb down and 17 lb up at '1/ER R I L1- 13-0-12,244 lb down and 17 lb up at 15-0-12,244 lb down and 18 lb up at 17-0-12,and 244 lb down and 18 lb up at 19-0-12,and 743 lb down and 68 lb up at 20-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. RENEWAL DATE: 12-31-2023 LOAD CASE(S) Standard May 22,2023 pnntinued on nage 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V 1[Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 — Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360605 22-DD2739 E01 Roof Special Girder 2 n L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:13 2023 Page 2 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-100,8-13=-10 Concentrated Loads(lb) Vert:10=-244(F)9=-244(F)18=-744(F)19=-244(F)20=-244(F)21=-244(F)22=-244(F)23=-244(F)24=-743(F) t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 Quality Criteria,DSB-89 and BCSI Building Component Milek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360606 22-DD2739 E02 Roof Special 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:14 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f 3-7-0 9-10-1 16-1-2 22-4-3 i 25-11-4 3-7-0 6-3-1 6-3-1 6-3-1 3-7-0 Scale=1:42.4 TRUSS FLAG R76360609 ATTACHED TO EACH END 5x7= ��� 0.38 12 �'� 3x5= 15 3x4= 3x6= 4x7= 7 3x4= 4 5 6 3x12= 3 16 17 TJ N u ►_ 12 11 10 9 13 8 4x9= 4x12 M18AHS= 3x4= 4x6= 4x7= 3x6= 6-8-9 12-11-10 19-2-11 25-11-4 6-8-9 6-3-1 6-3-1 6-8-9 Plate Offsets(X,Y)-- [1:0-3-5,0-3-4],[2:0-5-12,0-1-8],[7:0-2-4,0-1-8],[9:0-2-12,0-2-0],[12:0-3-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.40 10-12 >763 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.88 10-12 >346 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.14 8 n/a n/a BCDL 5.0 Code IBC2018ITPI2014 Matrix-R Wind(LL) 0.23 10-12 >999 240 Weight:113 lb FT=0%LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF Std*Except* 13-14,8-15:2x6 DF No.2 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Horz 13=136(LC 11) Max Uplift 13=-14(LC 8),8=-7(LC 12) Max Gray 13=1401(LC 1),8=1401(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=471/210,2-3=-5149/726,3-4=-6019/752,4-6=-3981/544 BOT CHORD 12-13=-805/3637,10-12=-1036/6346,9-10=-844/5572,8-9=-361/2455 WEBS 2-13=-3576/602,2-12=-214/1598,3-12=-1317/294,3-10=-370/154,4-10=-57/516, 4-9=-1788/328,6-9=-216/1732,6-8=-2675/426 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 14-2-14,Comer(3)14-2-14 to 25-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions tD P R p fi shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`�� F 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �GJ :‘(9332:1:::(% 3)All plates are MT20 plates unless otherwise indicated.4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -4 -j75)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -,-p • 4 O'EGON 44 d 4f 1'14,2O\ P_4'� D MFRRIL- RENEWAL DATE: 12-31-2023 May 22,2023 t i wiem A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niel(' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUlPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 ' Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360607 22-DD2739 E02FP ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:16 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 3-7-0 9-10-1 11-11-7 13-11-7 l 16-1-2 22-4-3 25-11-4 3-7-0 6-3-1 2-1-6 2-0-0 2-1-11 6-3-1 3-7-1 Scale=1:45.5 TRUSS FLAG R76360609 ATTACHED TO EACH END 7x10 M18AHS= t138 12 Sx5= 18 i'� 4x10 M18AHS= �---__ — 17 5x8 M18AHS= 6x14 M18AHS=-- 6x8 M18AHS= 5x6 1! 3x6 II 8 9 8x12 M18AHS= 3 4 5 6 7 1 2 0- N 15 14 13 12 11PM 16 10 5x10 M18AHS= 4x14 M18AHS= 3x8= 4x12= 5x8 M18AHS= 6x8 M18AHS= 5x12 M18AHS= ' 6-8-9 11-11-7 13-11-7 17-11-8 25-11-4 l 6-8-9 5-2-14 2-0-0 4-0-1 7-11-12 Plate Offsets(X,Y)- [2:0-6-0,0-5-4],[3:0-3-12,0-2-12],[4:0-4-4,0-2-0],[5:0-4-4,0-1-8],[6:0-4-12,0-2-0],[8:0-6-0,0-3-12],[9:0-2-3,Edge],[10:0-3-12,0-4-4],[12:0-5-0,0-2-8], [13:0-3-4,0-1-12],[14:0-3-8,0-1-8],[15:0-6-12,0-2-0],[16:0-5-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.32 14 >941 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.71 14 >428 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.26 10 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.19 14 >999 240 Weight:157 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-7:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 DF 2400F 2.0E*Except* WEBS 1 Row at midpt 2-16,3-15,8-12,8-10 10-11:2x6 DF No.2 WEBS 2x4 DF No.2*Except* 16-17,10-18:2x6 DF 2400F 2.0E,3-14,4-14,5-13,4-13:2x4 HF Std REACTIONS. (size) 16=0-5-8,10=0-5-8 Max Horz 16=136(LC 9) Max Uplift 16=-1582(LC 29),10=-1577(LC 29) Max Gray 16=3111(LC 28),10=3106(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `(RD P ROFrss TOP CHORD 1-16=-523/207,1-2=-1720/910,2-3=-16060/9980,3-4=-24561/17138,4-5=-23413/16344, l 5-6=-23406/16340,6-8=-14757/9352,8-9=-489/236 �C GNGINEF9 �p2 BOT CHORD 15-16=-5241/9613,14-15=-14530/22108,13-14=-17127/24541,12-13=-12320/18846, 10-12=-3472/6365 -9 WEBS 2-16=-8246/4527,2-15=-4957/6746,3-15=-6438/4846,3-14=-3049/2858, Q 89200PE 6-13=4772/5414,6-12=-5099/3702,8-12=-6237/8903,8-10=-6489/3574, -,7 4-14=-1512/1709,5-13=-2196/2120,4-13=-3126/2715 NOTES- Ilk • ..taian 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; w O'EGON + MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 14-2-14,Corner(3)14-2-14 to 25-8-8 "57G A_ *kb` k� zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions /Q y Q r shown;Lumber DOL=1.60 plate grip DOL=1.60 14,rL e'Q, 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 MFR R I L` 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=1582,10=1577. RENEWAL DATE: 12-31-2023 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. May 22,2023 Continued on oaae 2 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360607 22-DD2739 E02FP ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:16 2023 Page 2 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rCDoi7J4zJC?f NOTES- 7)Load case(s)26,27,28,29 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2344 lb down and 2344 lb up at 13-11-7,and 2344 lb down and 2344 lb up at 11-11-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 26)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-16=-10(F) Concentrated Loads(Ib) Vert:4=-2344(F)5=2344(F) 27)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-16=-10(F) Concentrated Loads(Ib) Vert:4=2344(F)5=-2344(F) 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-16=-10(F) Concentrated Loads(Ib) Vert:4=-2344(F)5=-2344(F) 29)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-50(F),10-16=-10(F) Concentrated Loads(Ib) Vert:4=2344(F)5=2344(F) 4 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360608 22-DD2739 E02FPALT ROOF SPECIAL 0 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:17 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-7-0 9-10-1 11-11-7 I 13-11-7 16-1-2 22-4-3 25-11-4 3-7-0 6-3-1 2-1-6 2-0-0 2-1-11 6-3-1 3-7-1 Scale=1:45.5 TRUSS FLAG R76360609 ATTACHED TO EACH END 7x10 M18AHS= 0.38 12 5x5= 18 4x10 M18AHS= --______ — 17 5x8 M18AHS= 6x14 M18AHS= __i_ 6x8 M18AHS= 5x6 I I 3x6 I I 8 8x12 M18AHS= 3 4 5 6 7 11 1 2 ki' e m -15 12 11 n 16 14 13 10 5x10 M18AHS= 4x14 M18AHS= 3x8= 4x12= 5x8 M18AHS= 6x8 M18AHS= 5x12 M18AHS= 6-8-9 I 11-11-7 I 13-11-7 17-11-8 25-11-4 6-8-9 5-2-14 2-0-0 4-0-1 7-11-12 Plate Offsets(X,Y)-- [2:0-6-0,0-5-4],[3:0-3-12,0-2-12],[4:0-4-4,0-2-0],[5:0-4-4,0-1-8],[6:0-4-12,0-2-0],[8:0-6-0,0-3-12],[9:0-2-3,Edge],[10:0-3-12,0-4-4],[12:0-5-0,0-2-8], [13:0-3-4,0-1-12],[14:0-3-8,0-1-8],[15:0-6-12,0-2-0],[16:0-5-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.32 14 >941 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.71 14 >428 240 M18AHS 145/140 TCDL 25.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.09 10 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.19 14 >999 240 Weight:157 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, 1-7:2x6 DF 1800F 1.6E except end verticals. BOT CHORD 2x6 DF 2400F 2.0E*Except* BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. 10-11:2x6 DF No.2 WEBS 2x4 DF No.2*Except* 16-17,10-18:2x6 DF 2400F 2.OE,3-14,4-14,5-13,4-13:2x4 HF Std REACTIONS. (size) 16=0-5-8,10=0-5-8 Max Horz 16=136(LC 9) Max Uplift 16=-14(LC 8),10=-6(LC 12) Max Gray 16=1401(LC 1),10=1401(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-298/53,1-2=-759/269,2-3=-5541/781,3-4=-6798/882,4-5=-6481/824, 5-6=-6478/826,6-8=-4933/661,8-9=-295/112 BOT CHORD 15-16=-879/4047,14-15=-1125/6974,13-14=-1029/6787,12-13=-897/5999, 10-12=-389/2680 WEBS 2-16=-3475/577,2-15=-210/1555,3-15=-1534/337,6-13=-86/567,6-12=-1341/263, 8-12=-315/2381,8-10=-2730/438,4-13=-367/71 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; G N�'INE s9 2O MWFRS(envelope)gable end zone and C-C Comer(3)0-2-12 to 11-8-6,Exterior(2)11-8-6 to 14-2-14,Comer(3)14-2-14 to 25-8-8 17 ?j zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �C�r -57 shown;Lumber DOL=1.60 plate grip DOL=1.60 �' 89200PE f 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 j 3)All plates are MT20 plates unless otherwise indicated. I • /�, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,10. 1� 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. *-* OREGON �� Leo My 14 20�P-A- E.R R I I.L RENEWAL DATE: 12-31-2023 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360609 22-DD2739 FLAG ROOF SPECIAL 40 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:18 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezIB9D-RfC?PsB70Hg3N SgPgnL8w3u ITXbGKW rCDoi7J4zJC?f 3-5-8 3-5-8 0.50 12 3x7 II Scale=1:19.3 4x4 I _ 1 • O O di o _ 4x4- 3-0-0 ao • 2.25 12 5 SHOP FABRICATE SCAB TRUSS, USING THE LUMBER AND PLATES INDICATED. ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH(0.131"X 3")NAILS (INTO ALL ALIGNING MEMBERS)PER THE FOLLOWING NAIL SCHEDULE: 2 x 3's-1 ROW,2 x 4's-2 ROWS,2 x 6'S AND LARGER-3 ROWS: SPACED @ 2"O.C. USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)-- [1:0-2-8,0-2-0],[4:0-1-13,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.00 5 >0 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.00 5 >0 240 TCDL 25.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.00 5 >0 240 Weight:16 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-3:2x4 DF No.2 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)NA 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,1. 9)NA 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � PR� Fss 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. \AGI NE, `r1•4/ 89200PE y OREGON 4.0 L/0gy142fl'q)‘'�� RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111< a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360610 22-DD2739 FLAG1 ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:19 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 4-10-11 4-10-11 0.35 112 4x6 I I Scale=1:19.3 5x5 11 1 2 Cu M 7 m O M O .1' ri N A O 4x8 M18AHS r 4 m 1.52 12 4-5-3 I SHOP FABRICATE SCAB TRUSS,USING THE LUMBER AND PLATES INDICAT I. 5 ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH(0.131"X 3")NAILS (INTO ALL ALIGNING MEMBERS)PER THE FOLLOWING NAIL SCHEDULE: 2 x 3's-1 ROW,2 x 4's-2 ROWS,2 x 6'S AND LARGER-3 ROWS: SPACED @ 2"O.C. USE 2"MEMBER END DISTANCE. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.00 5 >0 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.00 5 >0 240 M18AHS 169/162 TCDL 25.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-R Wind(LL) 0.00 5 >0 240 Weight:20 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 8-4-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-3:2x4 DF No.2 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)NA 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 9)NA 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. roPROFFss11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. v200PE `� --1 y O'EGON Q./L44 /0 4 Y 14 2° 0-• ERR1L\- RENEWAL DATE: 12-31-2023 May 22,2023 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360611 22-DD2739 JE01 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:20 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?Ps870Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 2-11-0 2-11-0 Scale=1:19.9 5 TRUSS FLAG R76360609 ATTACHED TO END 0.38112 2x3 II I 1 4 x 7= A �■ u: J 3x4= 4 3 3x5 I I 2-11-0 2-11-0 Plate Offsets(X,Y)-- [2:0-3-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:17 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 OF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-97(LC 8) Max Uplift 4=-50(LC 8),3=-63(LC 9) Max Gray 4=153(LC 20),3=165(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-376/264 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ''4�� O�`ss mac. NG�NEFR r02 9 ' 89200PE 9 OREGON L<0 4Y14,2.° -V- 41FRRI11- RENEWAL DATE: 12-31-2023 May 22,2023 t N imt ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,D58-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360612 22-DD2739 JE02 ROOF SPECIAL GIRDER 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:21 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 3-4-11 6-11-6 3-4-11 3-6-11 Scale=1:19.8 6 TRUSS FLAG1 R76360610 ATTACHED TO EACH FACE \_ 0.27112 "--____ 2x3 II 3x4= 1 2 3x5= 3 M K, q 3x4= 7 5 4 3x5= 6-11-6 6-11-6 Plate Offsets(X,Y)- [3:0-2-4,0-1-8],[4:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.10 4-5 >781 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.17 4-5 >477 240 TCDL 25.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018ITPI2014 Matrix-P Weight:67 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, i BOT CHORD 2x4 DF No.2 except end verticals. I WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2x6 DF No.2 REACTIONS. (size) 5=Mechanical,4=0-7-6 Max Horz 5=-99(LC 8) Max Uplift 5=-94(LC 13),4=-77(LC 9) Max Gray 5=513(LC 1),4=461(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-303/237 BOT CHORD 4-5=-282/558 WEBS 2-4=-487/410,2-5=-590/390 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �� tip D ROp Ss ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q� F 3)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.Opsf;h=57ft;Cat.II;Exp B;Enclosed; ICJ NGI�1�F /O MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right R 2 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 17 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 89200 PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Referroieo girder(s)for truss toct truss b connections.truss Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. 11. •sgrlor"4" 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r`II 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)127 lb down and 78 lb up at goOREGON AZ 2-8-14,and 127 lb down and 64 lb up at 2-8-14 on bottom chord. The design/selection of such connection device(s)is the 4L t�� responsibility of others. /O 4 Y 14 2�\ -i' LOAD CASE(S) Standard MFR R I i..\-- 6P 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-100,4-5=-10 RENEWAL DATE: 12-31-2023 May 22,2023 continued on nacre 2 / lit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milk. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts • R76360612 22-DD2739 JE02 ROOF SPECIAL GIRDER 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:21 2023 Page 2 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbG KW rC Doi7J4zJ C?f LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=-251(F=-125,B=-126) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iVlilek"is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360613 22-DD2739 JE03 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:22 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbG KW rCDoi7J4zJ C?f 2-10-15 2-10-15 Scale=1:19.9 5 TRUSS FLAG R76360609 ATTACHED TO END 1 3x4= 3x5= m U. N N ,..._ Y �..,„1„ „‘ 6 ,/ 4 3 2x3 II 3x5= 2-10-15 2-10-15 Plate Offsets(X,Y)- [2:0-2-4,0-1-8],[3:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:17 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-94(LC 8) Max Uplift 4=-64(LC 8),3=-64(LC 9) Max Gray 4=153(LC 20),3=153(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-305/208 WEBS 1-3=-239/346 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " C' ED PROF[c, 5)Refer to girder(s)for truss to truss connections. C 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. C ,ACaI N ELc /O 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. V R 2 89200PE r AlirAmmi ••yL �OREGON �v. /Q q y 14,20 4'�• MERRILY- RENEWAL DATE: 12-31-2023 May 22,2023 4 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360614 22-D02739 JE04 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:23 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 5-0-0 5-0-0 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END 3x4= 5x5= 'T i 4 3 3x4 I 5x5= 5-0-0 5-0-0 Plate Offsets(X,Y)- [1:0-1-12,0-1 8],[2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-94(LC 8) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-380/275,2-3=-284/150 WEBS 1-3=-295/405 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�`D P R�FFS 5)Refer to girder(s)for truss to truss connections. j` `_ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. ��0� ti�GI N�FR s%7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE f y OREGON tUQ L/0 Y 14 2a P-}-- E.RRI - RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360615 22-DD2739 JE05 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:24 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f 5-0-0 5-0-0 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END 1 3x4= 5x5= ■ 4 3 3x4 II 5x5= I 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-93(LC 8) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-360/261,2-3=-284/150 WEBS 1-3=-282/386 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q` .o P R oFrs 5)Refer to girder(s)for truss to truss connections. C 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. ��rt �NGI NEF9 tr 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q 89200PE f • OREGON �Q L/Q�4 Y 14,2d MFRRi�L RENEWAL DATE: 12-31-2023 May 22,2023 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Quality Criteria,DS8-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360616 22-DD2739 JE06 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:25 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rCDoi7J4zJ C?f 4-11-15 4-11-15 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END 1 3x4= 5x5= V r+vi j- •� 4 3 3x4 II 5x5= 4-11-15 4-11-15 Plate Offsets(X,Y)-- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress lncr YES WB 0.13 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-93(LC 10) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-341/248,2-3=-283/149 WEBS 1-3=-270/368 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �0 P R OFec, � 5)Refer to girder(s)for truss to truss connections. Q‘ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. �c0 NG Q 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /4 2 89200PE ;APO "IL OREGON /0 AlY14,20A P-}� ' RRII\- RENEWAL DATE: 12-31-2023 May 22,2023 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360617 22-DD2739 JE07 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:25 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f 5-0-0 5-0-0 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END 1 3x4= 5x5= rmulimmil N ii�■ 4 3 3x4 II 5x5= 5-0-0 5-0-0 _._ Plate Offsets(X,Y)- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-93(LC 8) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-323/236,2-3=-284/149 WEBS 1-3=-259/352 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. {'4tp P RQFC 5)Refer to girder(s)for truss to truss connections. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. \�� NA33I NEF s/O 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. C? R 2 -j7 Q 89200PE f II At�OREGON k�Q /Q AlY14,20 Pi- RRILL 6 RENEWAL DATE: 12-31-2023 May 22,2023 • OEM.mg A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek! is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360618 22-DD2739 JE08 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:26 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 5-0-0 5-0-0 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END -` 1 3x4= 5x5= v I-;3 3x4 II 5x5= 5-0-0 5-0-0 Plate Offsets(X,Y)- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-92(LC 10) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-307/226,2-3=-283/149 WEBS 1-3=-249/337 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t5' 5)Refer to girder(s)for truss to truss connections. c ,c PROFF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. �� ��G(N��R 0, 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /L T7 cts 89200PE f _411P/Ore�. _ 0 It y OREGON 44, G 41/0 4 Y 14,2.°�Q$ MFR R 10- RENEWAL DATE: 12-31-2023 May 22,2023 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIH Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360619 22-DD2739 JE09 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:27 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f l 4-11-15 4-11-15 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END 1 3x4= 5x5= ii Ii_•l IN Fill �/ �/ 4 3 3x4 II 5x5= 4-11-15 4-11-15 Plate Offsets(X,Y)-- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Ina YES WB 0.12 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-92(LC 8) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-292/215,2-3=-283/149 WEBS 1-3=-240/323 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4R r PRO cs 5)Refer to girder(s)for truss to truss connections. F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. ��\Gj� %14:21::: FR sjO 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2 � E 9 CAP 'y OREGON v.Q G% Y 14 2°�P4 E-RRILA- RENEWAL DATE: 12-31-2023 May 22,2023 mil WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360620 22-DD2739 JE10 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:28 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f 4-11-15 4-11-15 Scale=1:19.6 5 TRUSS FLAG R76360609 ATTACHED TO END t 3x4= 5x5= I- -. 1110 4 3 3x4 I I 5x5= 4-11-15 4-11-15 Plate Offsets(X,Y)- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Ina YES WB 0.11 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-91(LC 10) Max Uplift 4=-35(LC 8),3=-35(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-278/206,2-3=-283/149 WEBS 1-3=-232/310 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q��c PROF ss/� 5)Refer to girder(s)for truss to truss connections. F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. NG 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2 `r 89200PE tag T'L 4fOREGON cc,Q` 4y14,2a 44FRRI�L RENEWAL DATE: 12-31-2023 May 22,2023 r l MIME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-59 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360621 22-DD2739 JE11 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:29 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 5-0-0 5-0-0 Scale=1:19.6 TRUSS FLAG R76360609 ATTACHED TO END 5 1 3x4= 5x5- M. III n N illl IN II I.- I_ NM li '/ 4 3 3x4 II 5x5= 5-0-0 5-0-0 Plate Offsets(X,Y)- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 1 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-91(LC 10) Max Uplift 4=-34(LC 8),3=-34(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-265/197,2-3=-283/148 WEBS 1-3=-224/298 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �c D PRO 5)Refer to girder(s)for truss to truss connections. t 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. \� NGINE - /Q 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. R 2 -$7 �t 89200PE r tom % ..„,"- • OREGON 4Q L<Q�Aly14,2�� 4 MFRRttL RENEWAL DATE: 12-31-2023 May 22,2023 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Illa Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360622 22-DD2739 JE12 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:30 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f 5-0-0 5-0-0 Scale=1:19.6 TRUSS FLAG R76360609 ATTACHED TO END 5 1 3x4= 5x5= irmiiiiiill IIIIIIIIIII- ' M ■ .- PIA ,/ 4 3 3x4 I I 5x5= 5-0-0 5-0-0 Plate Offsets(X,Y)- [2:0-2-4,Edge],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 ' TC 0.41 Vert(LL) -0.02 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Wind(LL) 0.00 4 "" 240 Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=90(LC 9) Max Uplift 4=-34(LC 8),3=-34(LC 9) Max Gray 4=254(LC 1),3=254(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-254/190,2-3=-283/148 WEBS 1-3=-218/288 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,ik�� r Q P R r°F F ss 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. �GJ NGI NEF /O 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. ( , 2 �w 89200PE y OREGON � , k. '0 M 1'14 29��Q*- ERRI- RENEWAL DATE: 12-31-2023 May 22,2023 1 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mili Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360623 22-DD2739 JE13 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:30 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 2-10-14 2-10-14 Scale=1:19.9 5 TRUSS FLAG R76360609 ATTACHED TO END 1 3x4= 3x6= ■ an v to II! ..i . ,.. N II -■ a W. 1111.111.11 4 3 3x4 II 5x5= 2-10-14 2-10-14 Plate Offsets(X,Y)-- [2:0-2-12,0-1-8],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert CT -0.00 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=0-5-8 Max Horz 4=-90(LC 8) Max Uplift 4=-61(LC 8),3=-61(LC 9) Max Gray 4=151(LC 20),3=151(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;VuIt=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' '��� PRQFFss �� �CNG�NEF9z''2 v `� 89200PE r --0, OREGON �? 9"76 .74 y 14 2.0u P-1,�1t✓ RR ILA- RENEWAL DATE: 12-31-2023 May 22,2023 ter_ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360624 22-DD2739 JE14 DIAGONAL HIP GIRDER 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:31 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 3-4-11 6-11-6 ~- _ 3-4-11 3-6-11 Scale=1:19.8 TRUSS FLAG1 R76360610 ATTACHED TO EACH FACE --____ 6 0.27 12 _____"�_ 2x3 3x4= 3x6= 3 1 2 0 III N �� t� Hirt 7 3x4= 5 4 4x6= 6-11-6 6-11-6 Plate Offsets(X,Y)- [3:0-2-12,0-1-8],[4:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.10 4-5 >757 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.17 4-5 >478 240 TCDL 25.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:69 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2x6 DF No.2 REACTIONS. (size) 5=Mechanical,4=Mechanical Max Horz 5=89(LC 11) Max Uplift 5=-106(LC 8),4=-41(LC 9) Max Gray 5=513(LC 1),4=460(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=-240/362 WEBS 2-4=-360/270,2-5=-413/259 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �R�Q PROF F 3)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; u' MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right C� NGI Net- 0?, exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,, �i 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 R 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=Ib) /� 5=106. Thisis truss uss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'O� ' 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 73 lb up at • A_OREGON ��- 2-8-14,and 125 lb down and 75 lb up at 2-8-14 on bottom chord. The design/selection of such connection device(s)is the "L ,&, tit,, responsibility of others. <Q n" 1'14 2 i ° LOAD CASE(S) Standard 't1 R R I 1-\' g�- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-100,4-5=-10 RENEWAL DATE: 12-31-2023 May 22,2023 Continued on Dace 2 i ra. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360624 22-DD2739 JE14 DIAGONAL HIP GIRDER 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:32 2023 Page 2 ID:8q6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=-251(F=-125,B=-125) r I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360625 22-DD2739 JE15 Jack-Closed 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:32 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 2-10-15 2-10-15 TRUSS FLAG R76360609 ATTACHED TO END -__ 5 Scale=1:19.9 0.38 12 3x4= 2 3x6= V rn (:1- 4 3 3x4 II 5x5= 2-10-15 2-10-15 Plate Offsets(X,Y)- [2:0-2-12,0-1-8],[3:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 3-4 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 3-4 >999 240 TCDL 25.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Wind(LL) 0.00 4 **** 240 Weight:19 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x6 DF No.2 REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=89(LC 9) Max Uplift 4=-58(LC 8),3=-46(LC 9) Max Gray 4=162(LC 20),3=149(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. `R�p P ROFF ,S? �NG1N �`�s�Q�9 89200PE c S _ OREGON 1r✓ L lii<0 Al Y 14,2°�P-�- MERRII.\- RENEWAL DATE: 12-31-2023 May 22,2023 f I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 NW Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360626 22-DD2739 P1 ROOF SPECIAL SUPPORT 10 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:33 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 I 1-10-6 3x4= 2 2x3 I I Scale=1:9.5 4 3 2x3 II 3x4= 1-10-6 1-10-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress lncr NO WB 0.23 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:9 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=-26(LC 8) Max Uplift 4=-332(LC 32),3=-332(LC 35) Max Gray 4=370(LC 53),3=370(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-388/346,1-2=-452/446 BOT CHORD 3-4=-478/459 WEBS 1-3=-600/617 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/fPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. ���c P ROFF 5)Gable requires continuous bottom chord bearing. tS 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5� 3I N E s/ 7)Gable studs spaced at 1-4-0 oc. C? �' '9 " - 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -( 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200 PE 4=332,3=332. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI / 1. _ 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist �A drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. OREGON <l/ Lbs <OMY14 20 v.4' k-RRILL RENEWAL DATE: 12-31-2023 May 22,2023 4 _ 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360627 22-DD2739 P2 BLOCKING SUPPORTED 46 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:46 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB7oHg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-5-9 I 1-5-9 1 3x4= 2 2x3 I I Scale=1:9.5 4 3 2x3 I I 3x4= 1-5-9 1-5-9 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:7 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-9 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-5-11,3=1-5-11 Max Horz 4=-26(LC 8) Max Uplift 4=-335(LC 32),3=-335(LC 35) Max Gray 4=358(LC 39),3=358(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-382/338,1-2=-340/334 BOT CHORD 3-4=-366/347 WEBS 1-3=-503/521 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.Opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. � N� D P O S 5)Gable requires continuous bottom chord bearing. FF 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). � G1 NE s/ 7)Gable studs spaced at 1-4-0 oc. �\ � Fj4 02 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200 PE 4=335,3=335. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist � 0. ----- - �� drag loads along bottom chord from 0-0-0 to 1-5-9 for 310.0 plf. 9 OREGON !�� RR11_\- RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. pot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual tmss web and/or chord members only.Additional temporary and permanent bracing M ilek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360628 22-DD2739 P3 BLOCKING SUPPORTED 24 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:00 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f 1-10-6 1-10-6 3x4= Scale=1:21.6 1 2 2x3 I I , I 4 3 5x5= 3x5 I I 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=-83(LC 8) Max Uplift 4=-1136(LC 32),3=-1136(LC 35) Max Gray 4=1168(LC 39),3=1168(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1277/1140,1-2=-481/462 BOT CHORD 3-4=-567/504 WEBS 1-3=-1253/1356 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 O) PROP e, 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. %9G2 (vEF9 /O6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc.8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 00 PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1136,3=1136. - 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANS/TPI /� 1. 1 ,r 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist ! OREGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 9L A_ 1� �/ /Q 4 14,20 P-- RENEWAL DATE: 12-31-2023 May 22,2023 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360629 22-DD2739 P4 ROOF SPECIAL SUPPORT 9 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:13 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-8-2 1-8-2 3x4= Scale=1 21.7 1 2 2x3 II 4 3 5x5= 3x5 II 1-8-2 0-d-2 1-8-2 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-8-4,3=1-8-4 Max Horz 4=-83(LC 33) Max Uplift 4=-1148(LC 32),3=-1148(LC 35) Max Gray 4=1176(LC 39),3=1176(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1296/1152,1-2=-429/410 BOT CHORD 3-4=-514/452 WEBS 1-3=-1240/1356 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ����� PROF�ss �\+;O � 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. t,‘O'NEFR /O2 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. `(/ 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1148,3=1148. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4g'+•r IBIM 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist r OREGON Q drag loads along bottom chord from 0-0-0 to 1-8-2 for 310.0 plf. -7Z q_ cC! i© ' 14,20� - LRRIO- 6 • RENEWAL DATE: 12-31-2023 May 22,2023 , lot A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360630 22-0D2739 P6 BLOCKING SUPPORTED 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:22 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4= 2x3 I I Scale=1:10.3 1 2 c: ::i:iiiii�i�i:i�i:i�iiiiii Sii�i� :i*iii�i�iiiiiisir•s .� t:f�i�i� t:t..:+:•%.S..:�i�i�:44%.� �����i�i�.. .!�!i!i!i!i!�!�!�!�!�!�!�!i!i!i!i!�!�!�!�!�!�!i!iSIQ�IQ�I�!�!�!i!�!�!�l�l�. 4 3 2x3 II 4x4= I 1-10-6 I 1-10-6 Plate Offsets(X,Y)— [3:0-2-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:9 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=-29(LC 10) Max Uplift 4=-381(LC 32),3=-381(LC 35) Max Gray 4=416(LC 53),3=416(LC 52) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-439/387,1-2=-454/447 BOT CHORD 3-4=-484/462 WEBS 1-3=-630/649 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ��4(Gp P ROFF S 4)Provide adequate drainage to prevent water ponding. cS 5)Gable requires continuous bottom chord bearing. �j NGI N E- .. ?„ 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ,? . 9 /Ij 7)Gable studs spaced at 1-4-0 oc. T7 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 8920flPE 1-- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 4=381,3=381. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ! 1. 4� �� c 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • OREGON jV drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. G'0 4y14,2.° P+ MFRRIVA- RENEWAL DATE: 12-31-2023 May 22,2023 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360631 22-DD2739 P7 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:23 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJCW 1-7-2 1-7-2 3x4= 2x3 I I Scale=1:10.0 1 2MIIIIIIII II III r- MilIII tIII!!1IJI :::::::::::::::I:I:JJ 4 3 2x3 II 4x4= 1-7-2 1-7-2 Plate Offsets(X,Y)— [3:0-2-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.15 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:8 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-2 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-7-4,3=1-7-4 Max Horz 4=28(LC 11) Max Uplift 4=-366(LC 32),3=-366(LC 35) Max Gray 4=393(LC 39),3=393(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-418/370,1-2=-378/371 BOT CHORD 3-4=-406/385 WEBS 1-3=-555/575 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ��Ep P R OF�c 4)Provide adequate drainage to prevent water ponding. s 5)Gable requires continuous bottom chord bearing. \rj� �G)NE:E6) s/O 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �� i 7)Gable studs spaced at 1-4-0 oc. 9t'8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=366,3=366. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/ PI 1. t� 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON 44/ drag loads along bottom chord from 0-0-0 to 1-7-2 for 310.0 plf. qj, 2j ,�br <p AlY14,V i- 49RRILA- RENEWAL DATE: 12-31-2023 May 22,2023 t I will ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360632 22-DD2739 P8 BLOCKING SUPPORTED 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:24 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 2 2x3 I I Scale=1:10.0 ra 4 3 2x3 I I 3x4= 1-10-6 1-10-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:9 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=28(LC 11) Max Uplift 4=-364(LC 32),3=-364(LC 35) Max Gray 4=401(LC 53),3=401(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-422/373,1-2=-453/447 BOT CHORD 3-4=-482/461 WEBS 1-3=-620/638 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.Opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. FPROF c, 5)Gable requires continuous bottom chord bearing. Fi 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �\c0� LNG I N EER O 7)Gable studs spaced at 1-4-0 oc. /jj 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -59 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 89200PE 4=364,3=364. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ! 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist �� /--46101P drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. • y OREGON �, L M /6 Y 14 2a��Q�� FRRI�L RENEWAL DATE: 12-31-2023 May 22,2023 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360633 22-D02739 P9 BLOCKING SUPPORTED 11 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:25 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 2 2x3 II Scale=1:11.7 4 3 3x5 I I 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)— [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code 18C2018/TP12014 Matrix-P BCDL 5.0 Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=-36(LC 8) Max Uplift 4=-471(LC 32),3=-471(LC 35) Max Gray 4=503(LC 39),3=503(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I TOP CHORD 1-4=-536/476,1-2=457/449 BOT CHORD 3-4=-494/467 WEBS 1-3=-691/717 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ��R P R Fss 4)Provide adequate drainage to prevent water ponding. F 5)Gable requires continuous bottom chord bearing. �� ��G'NE�9 4� 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=471,3=471. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI � 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • OREGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 17 L'0MY14 2��P$ ERRtt.I- RENEWAL DATE: 12-31-2023 May 22,2023 .._ r mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTpl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360634 22-DD2739 P10 BLOCKING SUPPORTED 27 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:35 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJC?f 1-5-9 1-5-9 1 3x4= 22x3 Scale=1:15.5 5 �jppppppp�p�� XXX?444444�UQQ44444C 4 3 3x5 II 5x5= 1-5-9 1-5-9 Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:11 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-9 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-5-11,3=1-5-11 Max Horz 4=-54(LC 10) Max Uplift 4=-731(LC 32),3=-731(LC 35) Max Gray 4=755(LC 39),3=755(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-820/735,1-2=-354/342 BOT CHORD 3-4=-410/369 WEBS 1-3=-829/889 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ���EQ P R�FFss 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. �Cj G N>rFR 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=h us / 10)Thisis truss is is designed in accordance with the 2018 International)3uilding Code section 2306.1 and referenced standard ANSI/TPI 1. 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-5-9 for 310.0 plf. $7 V./ <0 y 14,2° 0-- 44FR1:310- 6 RENEWAL DATE: 12-31-2023 May 22,2023 r , ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360635 22-DD2739 P11 BLOCKING SUPPORTED 18 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:36 2023 Page 1 I D:o1600MhmiSh W Ym3fr7uzb_zkgs3-RfC?Ps870Hg3 NSg Pqn L8w3u ITXbGKW rC Doi7J4zJC?f 1-5-9 1-5-9 3x4= 2x3 II Scale=1:15.5 1 2 ?444444444444�44�� 4 3 3x5 I I 5x5= 1-5-9 1-5-9 Plate Offsets(X,Y)- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress!nor NO WB 0.32 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:11 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-9 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-5-11,3=1-5-11 Max Horz 4=-54(LC 10) Max Uplift 4=-726(LC 32),3=-726(LC 35) Max Gray 4=750(LC 39),3=750(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-813/729,1-2=-354/342 BOT CHORD 3-4=-409/369 WEBS 1-3=-824/883 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 C PROFr c, 4)Provide adequate drainage to prevent water ponding. C 5)Gable requires continuous bottom chord bearing. �\AGI NE&- �2 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. j7 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=726,3=726. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI / 1. (� .41.01 aa� 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist toOR EGON drag loads along bottom chord from 0-0-0 to 1-5-9 for 310.0 plf. � A_ '4/ <p r/gy14,2.° Q'1 M�RRILL .ca) RENEWAL DATE: 12-31-2023 May 22,2023 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not :. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360636 22-DD2739 P12 BLOCKING SUPPORTED 35 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:37 2023 Page 1 ID:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rC Doi7J4zJ C?f 1-10-6 1-10-6 3x4= Scale=1:16.5 1 2 2x3 I1 :4*•X p00**** :•••0.x 4 3 3x5 I1 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:13 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=59(LC 11) Max Uplift 4=-785(LC 32),3=-785(LC 35) Max Gray 4=817(LC 39),3=817(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-879/789,1-2=-469/455 BOT CHORD 3-4=-529/485 WEBS 1-3=-939/996 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� Etl PROF Ss 4)Provide adequate drainage to prevent water ponding. FL C 5)Gable requires continuous bottom chord bearing. �NGI NEt- /, 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. f7 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 89200 PE c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=785,3=785. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI /� 1. - 11011 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. -yG <p gy14, �RENEWAL DATE: 12-31-2023 May 22,2023 1 __mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSS-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360637 22-DD2739 P13 BLOCKING 20 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:38 2023 Page 1 I D:o1600MhmiSh W Ym3fr7uzb_zkgs3-RfC?PsB70 Hq 3NSgPq riL8w3u ITXbG KW rC Doi7J4zJC?f 1-10-6 1-10-6 3x4= Scale=1:16.6 1 2 2x3 I 4 3 3x5 I I 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Ina NO WB 0.36 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:13 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=59(LC 11) Max Uplift 4=-790(LC 32),3=-790(LC 35) Max Gray 4=822(LC 39),3=822(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-873/795,1-2=-469/456 BOT CHORD 3-4=-522/485 WEBS 1-3=-944/987 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. !� �c FPROF s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) LNG I NE'�cR s/o 4=790,3=790. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag kic 89200 PE f loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 'y OREGON 1VQ D G<O ' Y 14 2°a O- M ERRIO- RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360638 22-DD2739 P14 BLOCKING SUPPORTED 14 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:39 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbG KW rCDoi7J4zJ C?f 1-10-6 1-10-6 1 3x4= 2 2x3 I I Scale=1:10.7 • 4 3 2x4 I I 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)— [3:0-2-8,0-2-12],[4:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 BCDDL 20.0 Rep Stress InaNO WB 0.24 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=-31(LC 10) Max Uplift 4=-405(LC 32),3=-405(LC 35) Max Gray 4=440(LC 53),3=440(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-466/410,1-2=-455/448 BOT CHORD 3-4=-487/463 WEBS 1-3=-646/667 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 y p PROF , 4)Provide adequate drainage to prevent water ponding. � 5)Gable requires continuous bottom chord bearing. ��t �ZJG I NA ER s/O 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). � 2 7)Gable studs spaced at 1-4-0 oc. 17 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=405,his us is I 4P.a' / 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAP 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 4 OREGON a drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 7 (� G/0`y 14 2°�A+� FRRiI_V- RENEWAL DATE: 12-31-2023 May 22,2023 I I IIIMMI mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Masai(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360639 22-DD2739 P15 BLOCKING SUPPORTED 28 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:40 2023 Page 1 I ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 22x3 I I Scale=1:15.3 F- v: 4 3 3x5 I I 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert CT n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.34 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:12 lb FT=0% BCDL 5.0 9 LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=53(LC 9) Max Uplift 4=-707(LC 32),3=-707(LC 35) Max Gray 4=739(LC 39),3=739(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14=-792/712,1-2=-466/454 BOT CHORD 3-4=-521/481 WEBS 1-3=-874/922 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ���0d PROpee, 4)Provide adequate drainage to prevent water ponding. C 5)Gable requires continuous bottom chord bearing. �Gj ���'I NEFR ,�2 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. LV 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 4=707,3=707. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist QFiE('a0N It drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. p 4/4 L/0 Y 14 2��,--- ,RRILL RENEWAL DATE: 12-31-2023 May 22,2023 rNotWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360640 22-DD2739 P16 BLOCKING 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:42 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 22x3 11 Scale=1:15.2 �OO�O��•�•�•;OO::f+1• •JJJJ♦ 4 3 3x5 11 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/clef Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:12 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=53(LC 11) Max Uplift 4=-701(LC 32),3=-701(LC 35) Max Gray 4=733(LC 39),3=733(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-777/706,1-2=-466/454 BOT CHORD 3-4=-513/480 WEBS 1-3=-869/905 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. �D PROF tc, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �NGI NE�R s/O 4=701,3=701. /L 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -4 y7 8)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 89200PE loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. :- 110111 •faliP - OREGON GHQ My 14 2a 4P`} ERRIIL RENEWAL DATE: 12-31-2023 May 22,2023 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360641 22-DD2739 P17 BLOCKING SUPPORTED 17 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:43 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PSB70Hg3NSgPgnL8w3u ITXbGKW rCDoi7J4zJC?f 1-10-6 1-10-6 3x4= Scale=1:16.3 1.911111111 MIMI .. 1 2 I I .. ,, \ 111 ME I.--1 4 3 3x5 II 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:13 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Harz 4=-58(LC 10) Max Uplift 4=-773(LC 32),3=-773(LC 35) Max Gray 4=805(LC 39),3=805(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-866/778,1-2=468/455 BOT CHORD 3-4=-528/484 WEBS 1-3=-929/984 NOTES- 1)Wind:ASCE 7-16;VuIt=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. "�- p P OFFss 5)Gable requires continuous bottom chord bearing. Gj �G 1 N ELc �� 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �� `i ?/ 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 892QQ PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ,.y 4=773,3=773. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �r AI NNW 1. rim 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • O•EGON • drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 7, /19 \br /• <p 4y14,20 Qi-- ERRiL.\- 8 RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTel S connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Infomration available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360642 22-DD2739 P18 BLOCKING SUPPORTED 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:44 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rC Doi7J4zJ C?f 1-10-6 1-10-6 3x4= Scale=1:16.4 1 2 2x3 I I u: 4 3 3x5 I I 5x5= 1-10-6 1-10-6 Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:13 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Holz 4=-59(LC 10) Max Uplift 4=-778(LC 32),3=-778(LC 35) Max Gray 4=810(LC 39),3=810(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-872/783,1-2=-468/455 BOT CHORD 3-4=-528/485 WEBS 1-3=-934/990 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �ti�, P R QFFss 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 8\:210N:PE6) /O�6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. y8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 4=778,3=778. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI _ /-1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON 'Q drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. -9L k� /Q ' '14,2.° A0- 44k-RRILL RENEWAL DATE: 12-31-2023 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111 ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/i Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360643 22-DD2739 P19 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:45 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4=0.04 12 Scale=1:21.2 1 2 1111 NO --I gtaitarZitititkititititig 4 3 5x5= 3x5 I I Plate Offsets(X,Y)- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.48 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=81(LC 35) Max Uplift 4=-1102(LC 32),3=-1092(LC 35) Max Gray 4=1144(LC 39),3=1132(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1238/1107,1-2=-480/462 BOT CHORD 3-4=-563/502 WEBS 1-3=-1220/1320 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ����� P Ropes 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. NGI N EAR /O2 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1102,3=1092. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. '(� .Alp 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON Q q_drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. "PG- 1(/ /0 +� y 14,2°�e)Q'� �ERRiLL RENEWAL DATE: 12-31-2023 May 22,2023 mil A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1 912 0 2 0 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360644 22-DD2739 P20 BLOCKING SUPPORTED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:48 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4=0.04 12 Scale=1:21.2 1 2 Ell MEI IlL 4 3 5x5= 3x5 II I Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018ITPI2014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=81(LC 35) Max Uplift 4=-1105(LC 32),3=-1094(LC 35) Max Gray 4=1146(LC 39),3=1135(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1241/1110,1-2=-480/462 BOT CHORD 3-4=-563/502 WEBS 1-3=-1223/1323 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.Opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 '� d PRo k- 4)Provide adequate drainage to prevent water ponding. F 5)Gable requires continuous bottom chord bearing. ���� LNG I N EF- s/O 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1105,3=1094. r 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'Lw - or ��• .4 ism 1 1)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • Q•EGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. p414 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L/O�9 y j 2°�� 4i• M RRII-- R'P RENEWAL DATE: 12-31-2023 May 22,2023 1_ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notis a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360645 22-DD2739 P21 BLOCKING SUPPORTED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:49 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4=0.04 12 Scale=1:21.2 1 2 2x3 I I 4 3 5x5= 3x5 I I Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.50 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% BCDL 5.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=82(LC 35) Max Uplift 4=-1108(LC 32),3=-1097(LC 35) Max Gray 4=1149(LC 39),3=1138(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1244/1112,1-2=-480/462 BOT CHORD 3-4=-563/502 WEBS 1-3=-1225/1326 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ����p P ROFFss 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. �\ � 'N F� /O� 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. - 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 4=1108,Thistrusss is de. /� 10)This is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. (I 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 110OREGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 9 41/ L`o 14 2��4`t� RR11-k RENEWAL DATE: 12-31-2023 May 22,2023 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MI! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek`is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360646 22-DD2739 P22 BLOCKING SUPPORTED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:50 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4—0.04 rify Scale=1:21.3 1 2 2x3 II n iSagStKg5555�055* 4 3 5x5= 3x5 I I Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=82(LC 35) Max Uplift 4=-1110(LC 32),3=-1100(LC 35) Max Gray 4=1152(LC 39),3=1140(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1247/1115,1-2=-480/462 BOT CHORD 3-4=-564/503 WEBS 1-3=-1228/1328 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 p R0pF c, 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. l N / 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). c ' f_\ /9 0/�j 7)Gable studs spaced at 1-4-0 oc. �/ -7 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1110,s de. 10)This trusss is is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIlTPI .- 1. �A ; 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. �G /0 y14,2()� P:' RENEWAL DATE: 12-31-2023 May 22,2023 4 MOON mll ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360647 22-DD2739 P23 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:51 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB7oHg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4_0.04 12 Scale=1:21.3 1 2 2x3 I I 1 R r 4 3 5x5= 3x5 I I Plate Offsets(X,Y)- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress lncr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=82(LC 11) Max Uplift 4=-1113(LC 32),3=-1102(LC 35) Max Gray 4=1154(LC 39),3=1143(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1250/1117,1-2=-480/462 BOT CHORD 3-4=-564/503 WEBS 1-3=-1230/1331 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 P R°Pk-6, 4)Provide adequate drainage to prevent water ponding. F 5)Gable requires continuous bottom chord bearing. LNG I N ._ S/O�� 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jtvlb) 4=1113,3=1102. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI1. `ll. - 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 9 it L/0 y 14 Z0' - FR R RA- RENEWAL DATE: 12-31-2023 May 22,2023 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall il building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'a1Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANStl7PI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 i 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360648 22-DD2739 P24 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:52 2023 Page 1 ID:8g6sYjJexr3Je3TE9W Dtkezl B9 D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rCDoi7J4zJ C?f 1-10-5 1-10-5 3x4-0.00 112 Scale=1:21.3 1 2 2x3 II 4 3 5x5= 3x5 II Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-82(LC 33) Max Uplift 4=-1113(LC 32),3=-1113(LC 35) Max Gray 4=1145(LC 39),3=1145(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1251/1118,1-2=-479/461 BOT CHORD 3-4=-563/501 WEBS 1-3=-1232/1332 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 EO p R OF SS �� 4)Provide adequate drainage to prevent water ponding. Q� F 5)Gable requires continuous bottom chord bearing. )N / 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). SO' �NG �'' �2 7)Gable studs spaced at 1-4-0 oc. '� "yz 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1113,3=1113. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI r 1. s . fob..,. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist _OR EGON drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. -L `RT \�` S /Q �Y142O Pr E.R R 1 t_l- RENEWAL DATE: 12-31-2023 May 22,2023 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iYliTek- is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,OSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360649 22-DD2739 P25 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:53 2023 Page 1 I D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rC Doi7J4zJ C?f 1-10-5 1-10-5 3x4=0.00 112 Scale=1:21.3 1 2 2x3 I I 4 3 5x5= 3x5 I I Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-82(LC 33) Max Uplift 4=-1112(LC 32),3=-1112(LC 35) Max Gray 4=1144(LC 39),3=1145(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1250/1117,1-2=-479/461 BOT CHORD 3-4=-563/501 WEBS 1-3=-1231/1331 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� tic 4)Provide adequate drainage to prevent water ponding. P R pF FSs 5)Gable requires continuous bottom chord bearing. '(y / 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). � '.NG �'9 02 7)Gable studs spaced at 1-4-0 oc. - 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4This 2,s is e. �/ 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �. .. 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist © q�OREGON drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. � ,�L 11 /Q q Y 14,2� MERRtI-� RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360650 22-DD2739 P26 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:55 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-5 1-10-5 3x4-0.00 112 Scale=1:21.6 1 2 x II IN 11.11‘il 4 3 5x5= 3x5 II Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-83(LC 33) Max Uplift 4=-1133(LC 32),3=-1133(LC 35) Max Gray 4=1164(LC 39),3=1165(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1273/1137,1-2=-479/461 BOT CHORD 3-4=-565/503 WEBS 1-3=-1250/1353 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 P R QFr c, 4)Provide adequate drainage to prevent water ponding. C 5)Gable requires continuous bottom chord bearing. 1(iJ 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �� N�? 7)Gable studs spaced at 1-4-0 oc. - 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1133,Thiss is de. 4 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. L �� 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. �G �� /p Aly14,2°� O- M�RR►�L � RENEWAL DATE: 12-31-2023 May 22,2023 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360651 22-DD2739 P27 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:56 2023 Page 1 ID:8g6sYjJexr3Je3TE9 W DtkezlB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbG KW rCDoi7J4zJC?f 1-10-5 1-10-5 3x4 0.00 112 Scale=1:21.6 1 2 j 2x3 I I 4 3 5x5= 3x5 II Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Ina NO WB 0.50 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:16 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-83(LC 33) Max Uplift 4=-1132(LC 32),3=-1132(LC 35) Max Gray 4=1164(LC 39),3=1164(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1272/1137,1-2=-479/461 BOT CHORD 3-4=-565/502 WEBS 1-3=-1249/1353 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 , Ep PROFFS'4)Provide adequate drainage to prevent water ponding. Qv 5)Gable requires continuous bottom chord bearing. G GI NE 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). N FR O?j 7)Gable studs spaced at 1-4-0 oc. S� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1132,Thiss is de. j 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI (1� -i� 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 Of. 17G \� ��✓ '0 Al y 14,2° „lc), v RENEWAL DATE: 12-31-2023 May 22,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360652 22-DD2739 P28 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:57 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?Ps870Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-5 1-10-5 1 3x4—0.00 112 Scale=1:21.5 2 2x3 I I 4 3 5x5= 3x5 II Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LO TCLL ADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress InaNO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-83(LC 33) Max Uplift 4=-1129(LC 32),3=-1130(LC 35) Max Gray 4=1161(LC 39),3=1162(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1270/1134,1-2=-479/461 BOT CHORD 3-4=-564/502 WEBS 1-3=-1247/1350 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 P ROFFss 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. NG(N 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1129,3=1130. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �j --- 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • OREGON drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. 4-<0"y 1 2° RRI1A- RENEWAL DATE: 12-31-2023 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MINIM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall A budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component MiTek USA,inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360653 22-DD2739 P29 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:27:58 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W Dtkez1B9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rC Doi7J4zJ C7f 1-10-5 1-10-5 3x4=-0.00 112 Scale=1:21.5 1 2 2x3 II r: 4 3 5x5= 3x5 II Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vella) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-83(LC 37) Max Uplift 4=-1128(LC 32),3=-1128(LC 35) Max Gray 4=1159(LC 39),3=1160(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1268/1132,1-2=-479/461 BOT CHORD 3-4=-564/502 WEBS 1-3=-1245/1348 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� P RF FS 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. ,� ` \AG)NEF. s/O 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1128,s i 1 de. / 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPIO• _ 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist ;TA OREGON �Q drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. "57 A1Y14,2-°1 '�- P MRR11 - RENEWAL DATE: 12-31-2023 May 22,2023 _ t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360654 22-DD2739 P30 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:01 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-5 1-10-5 1 3x4—0.00 112 Scale=1:21.5 2 II III ME I---I 4 3 5x5= 3x5 II I Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-83(LC 37) Max Uplift 4=-1126(LC 32),3=-1126(LC 35) Max Gray 4=1158(LC 39),3=1159(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1266/1131,1-2=-479/461 BOT CHORD 3-4=-564/502 WEBS 1-3=-1244/1346 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ti��p P ROFFS 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. S 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �� �NG)N��R /O� 7)Gable studs spaced at 1-4-0 oc. 9 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1126,3=1126. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. is r : /Ia 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • OREGON �a drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. G/O M y 14 2°�P�� RR1LA- RENEWAL DATE: 12-31-2023 May 22,2023 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mille rile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360655 22-DD2739 P31 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:02 2023 Page 1 1 D:8g6sYjJexr3Je3TE9W Dtkezl B9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGK W rC Doi7J4zJ C?f 185 1-8-5 3x4-0.00 112 Scale=1:21.5 1 2 _ II i ME MIE E-�� 4 3 5x5= 3x5 I I I Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TP12014 Matrix-P Weight:15 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-8-7,3=1-8-7 Max Horz 4=-83(LC 36) Max Uplift 4=-1136(LC 32),3=-1136(LC 35) Max Gray 4=1164(LC 39),3=1165(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1281/1140,1-2=-433/414 BOT CHORD 3-4=-517/456 WEBS 1-3=-1232/1344 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4R p P Rp ce 4)Provide adequate drainage to prevent water ponding. F c5' 5)Gable requires continuous bottom chord bearing. �Cr�\cj� �,iG)NF19 /, 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 89200PE �c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1136,Thiss is de. �/ 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI II •. 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist Q OREGON a drag loads along bottom chord from 0-0-0 to 1-8-5 for 310.0 plf. -f7L �� q y 2 o� Q 14, i• MRRRA- RENEWAL DATE: 12-31-2023 May 22,2023IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' I1 A 1Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 'i Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360656 22-DD2739 P32 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:03 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3N Sg Pqn L8w3u ITXbGKW rC Doi7J4zJC?f 1-10-5 1-10-5 3x4=0.00 112 Scale=1:21.4 1 2 2x3 1I 4 3 5x5= 3x5 II Plate Offsets(X,Y)— [3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert CT n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% BCDL 5.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-82(LC 37) Max Uplift 4=-1118(LC 32),3=-1118(LC 35) Max Gray 4=1150(LC 39),3=1150(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-1256/1122,1-2=-479/461 BOT CHORD 3-4=-563/502 WEBS 1-3=-1236/1337 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 °4tiD P R°FFS 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. �\Cj� \AG(NR s0 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ‘-C" 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1118,s i 11 e. / 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �A 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. -57 L Ns F R R 1 l-\- RENEWAL DATE: 12-31-2023 May 22,2023 t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360657 22-DD2739 P33 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:04 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-5 1-10-5 3x4—0.00112 Scale=1:21.4 1 2 2x3 4 3 5x5= 3x5 I I Plate Offsets(X,Y)-- [3:0-2-8,0-3-01,[4:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Ina' NO WB 0.49 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:16 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-82(LC 37) Max Uplift 4=-1116(LC 32),3=-1116(LC 35) Max Gray 4=1148(LC 39),3=1149(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1254/1121,1-2=-479/461 BOT CHORD 3-4=-563/502 WEBS 1-3=-1235/1336 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 F�� PROF c, 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. NGI NE,c. 41 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. S7 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE t' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1116,3=1116. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -1(�r, .APP aa� 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON ,Cc- drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. '92 /Q y14,2° v,4 MFRRIO- RENEWAL DATE: 12-31-2023 May 22,2023 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360658 22-DD2739 P34 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:06 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3uITXbGKW rCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 0.38 12 2x3 I I Scale=1:10.3 H a... • a... %V.*�������������p000••••••.••��•OJ��������� 4 3 2x3 I I 3x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:9 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=30(LC 39) Max Uplift 4=-380(LC 32),3=-357(LC 35) Max Gray 4=422(LC 39),3=402(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-439/386,1-2=-455/446 BOT CHORD 3-4=-483/460 WEBS 1-3=-619/644 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ��• P R O� 5t 6)Gable studs spaced at 1-4-0 oc. �C �NAGlN4•• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) y7 4=380,3=357. 89200PE 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. 'y OREGON G/Q '14,2° i- MERRIOL RENEWAL DATE: 12-31-2023 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360659 22-DD2739 P35 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:07 2023 Page 1 I D:8g6sYjJexr3Je3TE9 W DtkezIB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbGK W rC Doi7J4zJC?f l 1-10-6 1-10-6 1 3x4= 0.38 12 2x3 I I Scale=1:10.7 2 4 3 2x4 I I 4x4= l Plate Offsets(X,Y)- [3:0-2-0,0-2-8],[4:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Ina NO WB 0.24 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P0% BCDL 5.0 Weight:9 lb FT= LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=31(LC 39) Max Uplift 4=-400(LC 32),3=-378(LC 35) Max Gray 4=443(LC 39),3=421(LC 52) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-461/405,1-2=-455/447 BOT CHORD 3-4=-485/462 WEBS 1-3=-632/658 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� D PRo FS 4)Gable requires continuous bottom chord bearing. F 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). c ' G)N s/ 6)Gable studs spaced at 1-4-0 oc. �\ �� F9 �2 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .7 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200 PE 4=400,3=378. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist iir/ drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. '(sI .r' 41 7OREGON c4 lr/Q y 14 20�P4 ERRI0- RENEWAL DATE: 12-31-2023 May 22,2023 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP/1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360660 22-DD2739 P36 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:08 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?Ps670Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 0.38 12 2x3 I I Scale=1:11.0 2 MN II NM IIUMIMIKA P11111101114;; ;i:;AIRi41;iiir 4 3 2x4 II 4x4= I Plate Offsets(X,Y)-- [3:0-2-0,0-2-8],[4:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert CT n/a - n/a 999 TCDL 25.0 Rep Stress Ina NO WB 0.25 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:9 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=33(LC 39) Max Uplift 4=-421(LC 32),3=-398(LC 35) Max Gray 4=464(LC 39),3=441(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-482/426,1-2=-456/447 BOT CHORD 3-4=-488/463 WEBS 1-3=-646/673 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Gable requires continuous bottom chord bearing. �R�D P R O/D�C 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). t G)N E. s/ 6)Gable studs spaced at 1-4-0 oc. SI. �N 'R �-- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <G 17 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200PE ' 4=421,3=398. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. -(A.- -AMP ..... 10 - OREGON �� L<pMy142a�P_I� ERA11..1- RENEWAL DATE: 12-31-2023 May 22,2023 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. --.. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mite R I. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 �i. Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360661 22-DD2739 P37 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:09 2023 Page 1 I D:8g6sYjJ exr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbGKW rC Doi7J4zJ C?f 1-10-6 I 1-10-6 1 3x4= 0.38 12 2x3 I Scale=1:11.3 2 , n 4 3 3x5 I I 5x5= Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=34(LC 39) Max Uplift 4=-442(LC 32),3=-419(LC 35) Max Gray 4=484(LC 39),3=460(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-504/446,1-2=-457/448 BOT CHORD 3-4=-490/464 WEBS 1-3=-659/688 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 CQ, D P R 0 Fs 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). G I N E 6- s/ 6)Gable studs spaced at 1-4-0 oc. N 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 44 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2 89200PE 9 4=442,3=419. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. �� 650P : awe 'y OREGON L/0 y 14 2°1N��� FRRtt_� RENEWAL DATE: 12-31-2023 May 22,2023 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360662 22-DD2739 P38 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:10 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3u1TXbGKW rCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 0.38 Fly 2x3 II Scale=1:11.6 2 4 3 2x4 I I 5x5= Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=2 5) 2 TCDL 5.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 Rep Stress Ina NO WB 0.26 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:10 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=36(LC 38) Max Uplift 4=-462(LC 32),3=-440(LC 35) Max Gray 4=505(LC 39),3=479(LC 52) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-527/467,1-2=-458/448 BOT CHORD 3-4=-492/465 WEBS 1-3=-674/704 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 Efl s 4)Gable requires continuous bottom chord bearing. P R 0fi k- 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). • �NG(N - s/O 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' 89200PE 4=462,3=440. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. (� . APP 'y OREGON �/Q G' '4k'14,2° $ MERRIIL v RENEWAL DATE: 12-31-2023 May 22,2023 ' I i " ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360663 22-DD2739 P39 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:12 2023 Page 1 ID:8g6sY]Jexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 0.38 12 2x3 II Scale:1"=1' 2 �DOO�O+p0XD# Ma •• "WOW�� 4 3 3x5 I I 5x5= Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=37(LC 38) Max Uplift 4=-483(LC 32),3=-461(LC 35) Max Gray 4=526(LC 39),3=500(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-549/488,1-2=-459/449 BOT CHORD 3-4=-495/466 WEBS 1-3=-688/720 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ` u �c0 P ROFF 4)Gable requires continuous bottom chord bearing. ' 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �C� N(j 1 N�F. s/O 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200PE 4=483,3=461. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist41, drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. • 4+... y OREGON Gbs /Ql '14,�A2�1 ERRIO- RENEWAL DATE: 12-31-2023 May 22,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360664 22-DD2739 P40 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:14 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 0.38 12 2x3 I I Scale=1:12.3 2 i ivivin�i�i�ot ig wow., AAA�i�i�i�i� 44:4i:i:iiiii:i•+:i"•i:444i:i:i:+:4i, 4 3 3x5 I I 5 x 5= Plate Offsets(X,Y)- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Ina NO WB 0.27 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code 1BC2018/TP12014 Matrix-P Weight:10 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=39(LC 9) Max Uplift 4=-504(LC 32),3=-482(LC 35) Max Gray 4=547(LC 39),3=521(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-571/509,1-2=-459/449 BOT CHORD 3-4=-497/468 WEBS 1-3=-703/737 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 `� P R 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). C. �t4G I N EAR c�/O 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 89200PE 4=504,3=482. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. �' dy OREGON 441 L '�,142fl $ RRItA- RENEWAL DATE: 12-31-2023 May 22,2023 mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360665 22-DD2739 P41 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:15 2023 Page 1 I D:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 1 3x4= 0.38 12 2x3 II Scale=1:12.6 2 11 .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :. :. 4 3 3x5 II 5x5= Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.28 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P Weight:10 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=40(LC 9) Max Uplift 4=-525(LC 32),3=-503(LC 35) Max Gray 4=568(LC 39),3=542(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-594/530,1-2=-460/449 BOT CHORD 3-4=-499/469 WEBS 1-3=-718/754 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 Sri PROppn FS 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �� G'NR s?t7 6)Gable studs spaced at 1-4-0 oc. 2 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 89200PE 4=525,3=503. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist e,� drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. (� /I�/ • OREGON sc./� L<0�?Y 14 2°1;3P+� ERR1l.L RENEWAL DATE: 12-31-2023 May 22,2023 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360666 22-DD2739 P42 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:16 2023 Page 1 ID:8g6sYjJexr3Je3TE9W DtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f 1-8-2 I 1-8-2 1 3x4= 0.38 1 12 2x3 I I Scale=1'12.9 2 C ' r 4 3 3x5 11 5x5= I Plate Offsets(X,Y)- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress lncr NO WB 0.27 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:10 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-8-4,3=1-8-4 Max Horz 4=42(LC 38) Max Uplift 4=-547(LC 32),3=-527(LC 35) Max Gray 4=585(LC 39),3=562(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-615/551,1-2=-408/398 BOT CHORD 3-4=-449/418 WEBS 1-3=-697/737 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 0�� P RQ rs 4)Gable requires continuous bottom chord bearing. - F 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Ca" (3(N E cS/ ( z.6)Gable studs spaced at 1-4-0 oc. N -,S) •%y 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' 89200PE 4=547,3=527. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed fora total drag load of 310 pif.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-2 for 310.0 plf. y OREGON vs/ L/0'y 14 2°Ds ��4 iliRRI1-1- RENEWAL DATE: 12-31-2023 May 22,2023 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DS8-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360667 22-DD2739 P43 ROOF SPECIAL SUPPORT 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:17 2023 Page 1 ID:8g6sYjJexr3Je3TE9WDtkezlB9D-RfC?PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-10-6 1-10-6 3x4= 0.38 12 2x3 II Scale=1:13.2 2 4 3 3x5 II 5x5= I Plate Offsets(X,Y)- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:11 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-8,3=1-10-8 Max Horz 4=43(LC 38) Max Uplift 4=-565(LC 32),3=-543(LC 35) Max Gray 4=608(LC 39),3=582(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-637/569,1-2=-462/450 BOT CHORD 3-4=-504/471 WEBS 1-3=748/787 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �C��� P ROre s 4)Gable requires continuous bottom chord bearing. ` s 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). NCO �(j)N EF �0 6)Gable studs spaced at 1-4-0 oc. �? �/ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 89200 PE f 4=565,3=543. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist /� . drag loads along bottom chord from 0-0-0 to 1-10-6 for 310.0 plf. S • 4+••' -y �OREGON �4/4 /Q 4Y14,2O Q'}' MAR R 1 t..l- 0 RENEWAL DATE: 12-31-2023 May 22,2023 / I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply Mario's-Hampton Apts R76360668 22-DD2739 P44 ROOF SPECIAL SUPPORT 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:18 2023 Page 1 I D:8g6sYjJexr3Je3TE9W DtkezIB9D-RfC?PsB70Hg3N Sg PgnL8w3u ITXbG KW rCDoi7J4zJC?f 1-10-5 1-10-5 3x4= 2 2x3 I I Scale=1:13.7 1 r• 4 3 3x5 I I 5x5= 1-10-5 I 0-4-2 1-10-5 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],14:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018ITPI2014 Matrix-P Weight:11 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-10-7,3=1-10-7 Max Horz 4=-46(LC 37) Max Uplift 4=-600(LC 32),3=-600(LC 35) Max Gray 4=632(LC 39),3=632(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-675/605,1-2=-460/450 BOT CHORD 3-4=-507/473 WEBS 1-3=-787/824 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.Opsf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 �� � P R ores 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. ��\�� �G'I N E�C� (/�9 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 89200PE `� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 4 This truss / 10)This trusss is is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON IV drag loads along bottom chord from 0-0-0 to 1-10-5 for 310.1 plf. k• 44ERRIO_ ' RENEWAL DATE: 12-31-2023 May 22,2023 1 II A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the USA,Inc. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB MiTek -89 and SCSI Building Component USA,Avenue,Suite 270 Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Roseville,CA 95661 Job I Truss Truss Type Qty Ply Mario's-Hampton Apts R76360669 22-OD2739 P45 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:20 2023 Page 1 ID:8g6sYjJex13Je3TE9W DtkezIB9D-RfC?Ps670Hg3NSgpgnL8w3u ITXbGKWrCDoi7J4zJC?f 1-8-12 1-8-12 1 3x4= 2 2x3 I I Scale=1:13.7 4 3 3x5 II 5x5= 1-8-12 1-8-12 Plate Offsets(X,Y)— [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 25.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight:11 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-8-14,3=1-8-14 Max Horz 4=-46(LC 33) Max Uplift 4=-603(LC 32),3=-603(LC 35) Max Gray 4=632(LC 39),3=632(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-676/607,1-2=-424/414 BOT CHORD 3-4=-471/437 WEBS 1-3=-763/802 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.0psf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 ���rrt P RQFFss 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. ��5 �NG)N EF9 /O 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. -9 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE `� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=603,3=603. / 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI dlijr ''' ''�/ 1. Imo - 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON Q drag loads along bottom chord from 0-0-0 to 1-8-12 for 310.0 plf. -9 ei fiRRll.\- RENEWAL DATE: 12-31-2023 May 22,2023 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. um= Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Job Truss Truss Type Qty Ply 1 Mario's-Hampton Apts 1 R76360670 22-DD2739 P46 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.630 s Nov 19 2022 MiTek Industries,Inc. Thu May 18 12:28:21 2023 Page 1 I D:8g6sYjJexr3J e3TE9W DtkezIB9D-RfC?PsB70Hg3NSg PgnL8w3u ITXbGKW rC Doi7J4zJC?f 1-8-12 1-8-12 3x4= 2x3 I I Scale=1:9.5 1 2 4 3 2x3 I I 3x4= 1-8-12 1-8-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 TCDL 25.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC20181TP12014 Matrix-P Weight:8 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=1-8-14,3=1-8-14 Max Horz 4=-26(LC 37) Max Uplift 4=-333(LC 32),3=-333(LC 35) Max Gray 4=366(LC 53),3=366(LC 52) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-385/341,1-2=-414/408 BOT CHORD 3-4=-440/421 WEBS 1-3=-566/583 NOTES- 1)Wind:ASCE 7-16;Vult=98mph(3-second gust)Vasd=77mph;TCDL=10.opsf;BCDL=3.0psf;h=57ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.00 4)Provide adequate drainage to prevent water ponding. P R OFF ss 5)Gable requires continuous bottom chord bearing. (� 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). NCO /O7)Gable studs spaced at 1-4-0 oc.8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q %9G200 PE 4=333,3=333. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI • 1. 11)This truss has been designed for a total drag load of 310 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 310.0 plf. 9 OREGON �� GHQ�q Y 14,2°��Pj� MFRRI�� RENEWAL DATE: 12-31-2023 May 22,2023 poi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION dimensions shown in ft-in-sixteenths 3 6-4-8 Failure to Follow Could Cause Property 1 Center plate on joint unless x,y P Y /4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ram= Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. �� Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 1 �� wide truss spacing,individual lateral braces themselves U'/16 4 may require bracing,or alternative Tor I ,+, bracing should be considered. p 3. Never exceed the design loading shown and never Ostack ®� 0 materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building p designer,erection supervisor,property owner and For 4 x 2 orientation,locate C7-8 C6-7 C5-6 F- all other interested parties. plates 0- from outside BOTTOM CHORDS 1/16" 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. 40011 Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior II Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved ki.1.1� reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. ®® 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with ►� project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSIlTPI1: National Design Specification for Metal Milland pictures)before use.Reviewing pictures alone is sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020 1 QI�P2_o22—oc7 t—I S "1001 S w l 4AmPTD N ST RECEIVED 2 8 2023 CITY OF TIGARD BUILDING DIVISION SUBMITTAL COVER SHEET CONSTRUCT ION Date: August 7, 2023 This review is for general conformance with plans and specifications Project Name• Hampton Street Apartments only.Any deviations fromsame not clearly noted by the subcontactorfsupplier have not been reviewed.Review shall note. constitute a complete check or detailed dimensions or count or serve Attention: Steve Sandstrom to relieve thesubcontractor/supplier of contractual responsibility for any error or deviation from contract requirements Architect Leeb Architects DATE 13%7/2023 Submittal#: 061735- 1.3 PROJECT# LMC622527 Spec Section#: 06 17 00 SPEC.SECT1ON# 26 3100, Description: ROOF TRUSS REVIEWED BY ,e°J ,th Drawings and Calcs RI Reviewed ❑Reviewed w/Comments Subcontractor: Mario's Construction O Rejected p Revise&Resubmit Comment: Arch- DFS. Needs to be stamped by architect and EOR. Transmitted: ®'Procore C Hand Deliver 0 Email 0 Other Top plate-57-4-0 li Top of parapet-62-5-0 O © O O O All vaults per 12/A871 @ gnd 7 step dimension vary '., Venty rough opening Prior to robricaton Omit truss flag et notch ,uss,, i = 3-8-0 taller plate at clubroom=61-0-0 plate height Attach parapet flagper engineering-Fla 1 at JE02 JE14 1111111111 P PP 9 9 9 11.1111 16"truss heel at low end Miiiiiiiiiiiiiiiib — CI) mow , ''' t.:".i.igt Zij. ill. . Ofi I t aim — imi _ k zfi- i 42.1s - : : ±I ___ i,o a 10 III r% 141.1111111 sr 1-7-3 spacing -; —', .1111111111111 „-- 1.. i--'. aliliMillillil --. 11i vaMwn 0 :. II I4 S lil=I , I_S =S , ter: 10-10.06 th thi d,.,y ,c,i°.a itt 1 t au:l ilti in , :e(. - c I l an ( 1,n.:N, i ,,In. ti ,.:,i(,,, _,,.',,,_k, r. __ n 4 .,r%1 ,r. d, n,,,,, .h--,pi„,,, 1 r' ,,,,d n n,,„ 0 VAK,;. .=,, ter, ❑ac,cw aU.neuuia,, Client Mario's J 4,-ar_ a .-A hr e 4,f -r7ti'-. Plan:Mario's-Hampton Apts Proj#:22-DD2739 - eLelAe e,FefrA' R , uat tstoa hoc,n a L(-N UE Sales: Dave Droz f J r `"e°11550 SE Jennifer St Site: Lot Clackamas,OR 97015 - -_ he 'sae°4 j 1 t+ rr l t 1t*.,-e (503)656-2983 By Steeve Sna Sandstrom ., f (503)656-2647 Date:_09272023 so.r`' Laub arenitecaa b __ ___