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Plans (112) �L r 1 Cik - CU, \ y L\ NMS® RAVL MiTek® MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Telephone 916-755-3571 Re: PL18-401 UPPER POLYGON The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R57005767 thru R57005777 My license renewal date for the state of Oregon is June 30,2019. t �t° P R()Fe,� NGIN4.'9 /� 2 87022PE < v Aj, OREGON eP 4N 00 ER O'`�Q�� q. HEC` I' EX' RE 16/ 1P 119 February 6,2019 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply POLYGON R57005767 PL18-401_UPPER F01 FLOOR 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:23 2019 Page 1 ID:Hk4FxfCbgObjEJ9g W68phyEM3x-OKQ2v6FEicpKFXkWjukRbf0x0x8udBg8Vm5k?mznskl I 1-4-8 I 2-3-0 Scale=1:18.2 1.5x3 II 3x4 = 1.5x3 II 4x7 = 1.5x3 II 1 6x6 = 2 3 4 56 •l. o- ® L T o 0 1CX y 8 6x10 = 4x7 = 3x4 I I 4x7 10-10-8 II 10-10-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[7:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.07 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:54 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1418/0-5-8,7=1418/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1416/0,1-2=-1250/0,2-3=-1250/0,3-4=-2495/0,4-5=-2495/0 BOT CHORD 8-9=0/2330,7-8=0/1750 WEBS 5-7=-2104/0,5-8=0/895,4-8=-565/0,3-9=-1298/0,2-9=-538/0,1-9=0/1792 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I • 0 ,\N,0 NGIN .„ 6),1/4: K- 87022PE 9< NN Cis' SAT OREG 955O ���SMBER ��\ A. HE EXPIRES: 06/30/2019 February 6,2019 t 1 MIMI Noi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 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 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 end truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Rnaeville.CA 95681 Job Truss Truss Type Qty Ply POLYGON R57005768 PL18-401_UPPER F02 FLOOR 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:24 2019 Page 1 ID:Hk4FxfCbgObj EJ9g W68phyEM3x-s W_Q6SGsTwxBshJjGcFg8sx4FLVjMfwlkQgHYCznskH 2-6-0 2-6-0 I 2-3-12 i t 2-3-4 I 2-3-0 I 1-4-0 10-11-8 I 1-6-0 Scale=1:40.1 3x4 = 4x5 = 1.5x3 II 3x5 = 3x4 II 4x8 = 1.5x3 II 3x6 FP= 1.5x3 II 4x10 = 6x6 =1.5x3 II 4x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 ( '4NNINNNNINS.H111111.11WINW"NN,IIII41WrIN'illiPP k‘, - 9 33 a e IC 22 21 20 19 18 17 16 15 14 1.5x3 II 4x7 = 4x10 = 3x6 FP= 4x10 = 4x12 = 4x6 = 6x8 = 3x4 II I 7-8-4 I 20-9-8 20-1 -0 23-9-0 I 7-8-4 13-1-4 0-14 2-10-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.07 17-18 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.10 17-18 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:123 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except 10-0-0 oc bracing:21-22,14-15. REACTIONS. (lb/size) 22=465/0-5-8,20=2026/0-5-8,16=2752/0-5-8 Max Uplift 22=-168(LC 6) Max Gray 22=694(LC 5),20=2365(LC 3),16=2782(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-686/174,1-2=-854/323,2-3=-854/323,3-4=-8/1457,4-5=-8/1457,5-6=-1486/472, 6-8=-1486/472,8-9=-1585/1254,9-10=-1585/1254,10-11=0/2130,11-12=0/1138, 12-13=0/1138 BOT CHORD 20-21=-782/781,18-20=-230/482,17-18=-837/1841,16-17=-1777/658,15-16=-2130/0 WEBS 4-20=-443/0,11-16=-1512/0,1-21=-374/990,2-21=-520/0,3-21=0/682,3-20=-1433/0, 10-16=-1691/0,10-17=0/1584,9-17=-415/0,8-17=-783/0,8-18=-478/438,6-18=-406/0, 5-18=-291/1271,5-20=-2051/283,13-15=-1542/0,12-15=-304/0,11-15=0/1666 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 22=168. ��� p PROF u_ el Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. (, F Strongbacks to be attached to walls at their outer ends or restrained by other means. C I GI NEF /Q 4)CAUTION,Do not erect truss backwards. 9 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)910 lb down at 23-7-8 on top -9 chord. The design/selection of such connection device(s)is the responsibility of others. 87022 P E { 6)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 r i . � - Uniform Loads(plf) Vert:14-22=-8,1-13=-176 'yc�'OJ, OR- ON VV Q Concentrated Loads(Ib) rC-n BER 11-`�� Vert:13=-910(F) \" A. HEFT EXPIRES:06/30/2019 February 6,2019 4 4 plut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MII-7473 rev.10103/2015 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?PI7 Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. aiwtykiernwrthyr.eaileblsfiom.Trs Platsfrsttete,21ett lee°91reet;Sote-912,sAexandrle,V*228f* - - ' 4Gc3atrlse'lkaenue,Smte270 ' Roseville CA 95661 Job Truss Truss Type Qty Ply POLYGON R57005769 PL18-401_UPPER F03 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:25 2019 Page 1 ID:Hk4FxfCbgObjEJ9gW68phyEM3x-KiYpKoHUED31 UruvgJmvg4TlpluH5CCRy4ar4fznskG 2-6-0I 2-4-12 I 2-2-8 I 2-0-0 I 2-0-0 Scale=1:24.4 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1 3x5 = 2 3 4 4x6 = 5 6 7 s ° e .. i .,i1111111111441114111111114111114141141141111111111.- 0 9e-. e 1 11e • 9 8 1.5x3 II 3x8 = 3x6 = 4x7 = 3x4 = I 7-8-0 7-p.4 14-4-4 I 7-8-0 0-414 6-7-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl Lld PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.02 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.05 10-11 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.46 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:72 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:11-12. REACTIONS. (lb/size) 12=597/0-5-8,10=1551/0-5-8,8=468/Mechanical Max Uplift 8=-15(LC 3) Max Gray 12=630(LC 3),10=1551(LC 1),8=544(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-623/0,1-2=-745/0,2-3=-745/0,3-4=0/479,4-5=-494/172,5-6=-494/172 BOT CHORD 10-11=-66/566,9-10=-479/0,8-9=-55/512 WEBS 4-10=-946/0,1-11=0/864,2-11=-518/0,3-11=0/281,3-10=-1091/0,6-8=-639/68, 5-9=-404/1,4-9=0/905 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. ' 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. �4�N� �x4- -R /029 'cr' 87022PE r CV E."3 OR GREG eo <1V 'pOOs41QER \\_, O A. He EXPIRES: 06/30/2019 February 6,2019 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 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 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/1P11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply POLYGON R57005770 PL18-401_UPPER F04 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:25 2019 Page 1 ID:Hk4FxfCbgObjEJ9gW68phyEM3x-KiYpKOHUED31 UruvgJmvg4TJTIun5EiRy4ar4fznskG 2-4-12 2-6-0 I I 1-4-0 1.5x3 II 1.5x3 II 4x4 = Scale=1:12.5 1 2 3x4 = 3 4 J O ee 4x5 = 7 6 5 3x4 = 1.5x3 II 6-7-4 6-7-4 Plate Offsets(X,Y)-- [4:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 100.0. Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.01 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:34 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=596/Mechanical,7=596/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-601/0,2-3=-492/0,3-4=-492/0 BOT CHORD 6-7=0/655 WEBS 4-6=0/715,3-6=-381/0,2-7=-773/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .\(<- � P R opens R GINEF LA./ 87022PE SAT OREGON do <v� 'AS4BER '1�Q�O q. HECK EXPIRES:06/30/2019 February 6,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 iw ilekR is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the faWlsaWs,"^roBw,'''v'""`YP'eet'1^ad'v^^'pd irweseaneVw-y^*---see AMSUPil O”"'MY 4QS8.811aodBPSI Bnibil.Q r....ipeeme# _MT^k.l1S&t Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Roseville.CA 95661 Job Truss Truss Type Qty Ply POLYGON R57005771 PL18-401_UPPER F05 FLOOR 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:26 2019 Page 1 ID:Hk4FxfCbgObjEJ9gW68phyEM3x-pv6BX7H6?XBu6?T501 H8DHOTc8BegcDbBkJOc5znskF [ 1-2-0 12-6-0 Scale=1:19.6 1.5x3 II 3x4 = 1.5x3 II 3x6 = 1.5x3 II 1 5x5 = 2 3 4 5 6 0 e o 0 0 1 9 ® 8 7 ' 5x8 = 3x6 = 2x4 II 3x6 = 11-8-0 11-8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.06 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:57 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1061/0-5-8,7=1061/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1063/0,1-2=-842/0,2-3=-842/0,3-4=-2026/0,4-5=-2026/0 BOT CHORD 8-9=0/1823,7-8=0/1437 WEBS 5-7=-1678/0,5-8=0/686,4-8=-430/0,3-9=-1145/0,2-9=-384/0,1-9=0/1312 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. mac.., �NGINEFR s/0* kc 87022PE r 7 -0i,OREGO.,(o O4/ On MBER 11 S A. HeCk P. EXPIRES:06/30/2019 February 6,2019 I , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 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 MI 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,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 'POLYGON R57005772 PL18-401_UPPER F06 FLOOR 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 S Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:26 2019 Page 1 ID:Hk4FxfCbgObjEJ9gW68phyEM3x-pv6BX7H6?XBu6?T501H8DH00887ygcnbBkJ0c5znskF I 2-3-0I I 1-4-4 I 0-11-8 1-6-0 Scale=1:27.0 1.5x3 II 4x10 = 1.5x3 II 3x5 = 1.5x3 II 5x10 = 6x6 = 1.5x3 II 4x6 = 1 2 3 4 5 6 16 7 8 9 Y / 0 I, l'. ..........„.........„..„, -\\h, .....'............'''' 1 \ 9 ® a 1,& 14 13 11 10 4x8 = 4x10 = 5x10 = 4x8 = 6x8 = 3x4 II 13-1-4 I 13-2]12 16-0-12 13-1-4 0-'118 2-10-0 Plate Offsets(X,Y)-- [12:0-3-0,Edge],[15:Edge,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.12 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.15 13-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:93 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:10-11. REACTIONS. (lb/size) 12=3814/0-5-8,15=1393/0-2-12 Max Uplift 15=-160(LC 4) Max Gray 12=3814(LC 1),15=1680(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3278/630,3-4=-3278/630,4-5=-2815/1626,5-6=-2792/1627,6-7=0/2644, 7-8=0/1344,8-9=0/1335 BOT CHORD 14-15=-283/2141,13-14=-1093/3501,12-13=-2225/1240,11-12=-2451/0 WEBS 7-12=-1906/0,2-15=-2574/341,2-14=-416/1366,3-14=-569/0,4-14=-268/557, 4-13=-1344/0,5-13=-600/0,6-13=0/2388,6-12=-2565/0,9-11=-1794/0,8-11=-442/0, 7-11=0/1983 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=160. �O PR°FCs 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. +; Job Truss Truss Type Qty Ply POLYGON R57005773 PL18-401_UPPER F07 FLOOR GIRDER 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:27 2019 Page 1 ID:Hk4FxfCbgObjEJ9g W68phyEM3x-1-15gZITIkmr491 IykpNIVZZMYVzZ?ekQO3x8XznskE 2-3-0 I1-2-12 I I 0-11-8 I I 1-6-0 I Scale=1:26.7 3x4 II 4x10 = 1.5x3 II 4x6 = 1.5x3 II 5x12 = 1.5x3 II 5x12 = 1 2 3 4 5 6 7 7x10 = 8 9 a 0 ' .7„..„....7„....vv....7...„ -4\1 o\sy o 0 F._47v '7I Alb' — 9 14 13 ® XJ� 11 e 10 4x8 = 4x10 = 5x12 = 5x10 = 6x16 MT2OHS = 3x4 II 13-1-4 13-2112 16-0-12 13-1-4 0-428 2-10-0 Plate Offsets(X,Y)— [1:Edqe,0-1-8],[7:0-3-0,Edge],[9:0-3-0,Edge],[12:0-3-0,Edge],[15:Edge,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.11 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.13 13-14 >999 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:95 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:10-11. REACTIONS. (lb/size) 15=1132/0-5-8,12=5170/0-5-8 Max Uplift 15=-414(LC 4) Max Gray 15=1649(LC 3),12=5170(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3203/1410,3-4=-3203/1410,4-5=-2599/3179,5-6=-2576/3181,6-7=0/4734, 7-8=0/2576,8-9=0/2568 BOT CHORD 14-15=-682/2141,13-14=-2256/3357,12-13=-4143/960,11-12=-4440/0 WEBS 7-12=-3002/0,2-15=-2552/813,2-14=-875/1277,3-14=-566/0,4-14=-185/1017, 4-13=-1850/0,5-13=-600/0,6-13=0/2868,6-12=-2815/0,9-11=-3450/0,8-11=-457/0, 7-11=0/3336 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=414__ - �4 ss 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��5 �NGI NE�� JO 5)CAUTION,Do not erect truss backwards. /L 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2131 lb down at 15-11-4 on top -Q chord. The design/selection of such connection device(s)is the responsibility of others. 87022 PE 7)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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,\ Uniform Loads(plf) '-° OREGO �� Vert:10-15=-8,1-9=-256 is V O Concentrated Loads(Ib) 'A ii,/sER 1\` �' Vert:9=-2131(F) Q `P A. HE EXPIRES:06/30/2019 February 6,2019 I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MTek®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,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply POLYGON R57005774 PL18-401_UPPER F08 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:27 2019 Page 1 ID:Hk4FxfCbgObjEJ9gW68phyEM3x-H5gZITIkmrJ1j91 IykpNIVZdRYXoZ1 skQO3x8XznskE 2-0-8 I I 2-6-0 Scale=1:14.2 1.5x3 II 1 4x7 = 2 34x7 = 43x4 II ♦ 6 41* 4x10 3x4 II 4x7 = I 7-8-0 7-8-0 Plate Offsets(X,Y)— [1:Edge,0-1-8],[5:Edge,0-1-8],[7:Edge,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.02 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.08 5-6 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.71 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:42 lb FT=0%F,30%uE LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=682/0-5-8,5=682/0-5-8 Max Uplift 7=-786(LC 6),5=-786(LC 7) Max Gray 7=1172(LC 3),5=1172(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-1171/786,1-2=-1428/1026,2-3=-1657/1332,3-4=-1449/1449 BOT CHORD 6-7=-1231/1231,5-6=-1349/1697 WEBS 3-5=-1998/1605,3-6=-1634/1670,2-6=-450/0,1-6=-1397/1848 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=786,5=786. 3)This truss has been designed for a total drag load of 552 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 7-8-0 for 552.0 plf. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. t� Strongbacks to be attached to walls at their outer ends or restrained by other means. ��`) PROF`s \5� �NGINEFR Si�2� 87022PE r (e/46N A� OREG N tis 90OSMQER \1 \ A. HEFA EXPIRES: 06/30/2019 February 6,2019 MOM � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 11111 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 fappcaf'gry stow.delacry, n gnd kyacaw of trusses and truss systems see ANSIITPli Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety informat/on available from Truss Plate Institute,215 N.Lee Street Supe 312,Alexandria,VA 22314. atm Swum Avenue,Sorra 27T Roseville CA 95661 Job Truss Truss Type Qty Ply POLYGON R57005775 PL18-401_UPPER F09 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:28 2019 Page 1 I D:Hk4FxfCbgObjEJ9g W68phyEM3x-IH ExypJMXBRcLJcUVSKcli5o9yvKIZutf2oVh_znskD Scale=1:19.3 1.5x3 5 3 3x5 = 1.5x3 I I 3x6 = 3x4 II 1 4x6 = 2 3 4 5 6 o a 0 i ____\ m ° e ' iii••••iii• iOii'id06:•:•::•'i Job Truss Truss Type Qty Ply POLYGON R57005776 PL18-401_UPPER F10 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:29 2019 Page 1 I D:Hk4FxfCbgObjEJ9g W68phyEM3x-DU nJA9K_HSZTzSBg39rrrwetyMB?1 yk1 tiY2DQznskC 2-3-0 I I 1-3-0 I I 0-11-8 I I 1-6-0 Scale=1:26.8 3x4 II 3x8 = 1.5x3 II 3x6 = 1.5x3 II 4x8 = 6x6 = 1.5x3 II 5x10 = 1 2 3 4 5 6 7 8 9 e ® e es e . — V7\1 \/ 0 T 14 13 11 ® 10 3x8 = 3x8 = 4x8 = 4x8 = 6x10 = 3x4 II 13-1-8 13T�-0 16-1-0 13-1-8 0-'I-8 2-10-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[9:0-3-0,Edqe],[12:0-3-0,Edge] LOADING (pst) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.08 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:95 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:10-11. REACTIONS. (lb/size) 15=728/0-5-8,12=3948/0-5-8 Max Uplift 15=-304(LC 4) ' Max Gray 15=1128(LC 3),12=3948(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2169/1077,3-4=-2169/1077,4-5=-1679/2513,5-6=-1664/2514,6-7=0/3827, 7-8=0/2106,8-9=0/2100 BOT CHORD 14-15=-513/1455,13-14=-1758/2238,12-13=-3320/503,11-12=-3593/0 WEBS 7-12=-2373/0,2-15=-1735/612,2-14=-677/859,3-14=-389/0,4-14=-83/819, 4-13=-1397/0,5-13=-412/0,6-13=0/2109,6-12=-2052/0,9-11=-2822/0,8-11=-315/0, 7-11=0/2661 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 304 lb uplift at joint 15. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �� E13 PR Ope, 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1765 lb down at 15-11-8 on top SCO VNG,NE&, /O chord. The design/selection of such connection device(s)is the responsibility of others. ` -T /L 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,Lt "Y_.... ' 87022PE r LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-15=-8,1-9=-176 9 NCI\ N Concentrated Loads(Ib) -p '�i, �1OIRE N cL� t1/ Vert:9=-1765(F) rOOs'V/BER ON `��0 A. HER EXPIRES:06/30/2019 February 6,2019 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 fabricption.storage,delivery mon and bracinaof trustee enc1trusg evstgms,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component . MiTek USA,Inc. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - 4005/111/9114 AvenuruB,SUM'r Roseville.CA 95661 Job Truss Truss Type Qty Ply POLYGON R57005777 PL18-401_UPPER Ell FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Feb 6 12:03:29 2019 Page 1 ID:Hk4FxfCbgObj EJ9g W68phyEM3x-DUnJA9K_HSZTzSBg39rrrwevaMCU 1 vh 1 tiY2DQznskC 2-3-0 II 1-2-8 0-11-8I I 1-6-0 Scale=1:26.7 3x4 II 4x10 = 1.5x3 II 4x6 = 1.5x3 II 5x12 = 1.5x3 6x12 = 1 2 3 4 - 5 6 77x10 = 8 9 :. a :. .. \f/ , 0 9 e o I I' ,-N I I r 11 ®. - a e 14 13 11 10 4x8 = 4x10 = 5x12 = 5x10 = 10x20 MT2OHS = 3x4 I I I 13-1-0 1372 8 16-0-8 13-1-0 0-'128 2-10-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81.,[7:0-3-0,Edge],[9:0-3-0,Edqe],[12:0-3-0,Edge],[15:Edqe,0-1-8] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.11 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.13 13-14 >999 360 MT2OHS 165/146 ' BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) -0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:95 lb FT=0%F,30%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:10-11. REACTIONS. (lb/size) 15=1107/0-5-8,12=5285/0-5-8 Max Uplift 15=-436(LC 4) Max Gray 15=1645(LC.3),12=5285(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3189/1478,3-4=-3189/1478,4-5=-2570/3316,5-6=-2547/3317,6-7=0/4912, 7-8=0/2681,8-9=0/2673 BOT CHORD 14-15=-717/2133,13-14=-2358/3336,12-13=-4312/925,11-12=-4609/0 WEBS 7-12=-3094/0,2-15=-2543/854,2-14=-916/1269,3-14=-566/0,4-14=-176/1057, 4-13=-1895/0,5-13=-600/0,6-13=0/2911,6-12=-2827/0,9-11=-3591/0,8-11=-457/0, 7-11=0/3451 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 15. -_4)-77-••• .-.. ..••... ,.• -..=,-spaced at 10-0-0 oc-and-fastened-to-each-truss-with 3-10d(0.131"-X 3")nails. _ n 1 • • i t Strongbacks to be attached to walls at their outer ends or restrained by other means. • `` C 5)CAUTION,Do not erect truss backwards. C, ' w,G1 NE ssr 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2226 lb down at 15-11-0 on top C � fiR �2 chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 87022 PE "fir LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) N 1N Vert:10-15=-8,1-9=-256 Concentrated Loads(Ib) �'0i, OREG N ep OAC/ Vert:9=-2226(F) �OnSMBER \''`P� A. He?' EXPIRES:06/30/2019 February 6,2019 1 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 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 M 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,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Rnseville CA x5861 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4- Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I ( (Drawings not to scale) Damage or Personal Injury =Miff Dimensions are in ft-in-sixteenths. 1140, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For O'1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I �� .. bracing should be considered. r O 3. Never exceed the design loading shown and never a- 0 �� a stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr-a C6 7 cs-s designer,erection supervisor,property yBOTTOM CHORDS all other interested parties. p p owner and plates 0- ie'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions 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 / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. •=0 reaction section indicates joint Main number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MNNMI ai 18.Use of green or treated lumber may pose unacceptable =1 environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 1/111 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, I./Ili e k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015