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Plans (21) 11111 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VLD7175Z0405160639 Truss Fabricator: Truss Components of Oregon Job Identification: 1115027--PARR FOREST GROVE -Riverside PI n 2885 Roof -- VERIFY VERIFY, OR vp PRO, Model Code: I RC ` . Truss Criteria: I RC2012/TPI-2007(STD) � /# 4;2441' Alpine proprietary truss analysis software. Version 15.01. 14659 EngineeringSoftware: r Truss Design Loads: Roof - 42 PSF @ 1.15 Duration Floor - N/A �" Bind - 120 MPH (ASCE 7-10-Closed) ',Cc• '00 47 it Notes: /sr/41/ C‘k 1. Determination as to the suitability of these truss components for the EXP,12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: 12030EC1-GBLLETIN-GABRST10-12015EC1- Submitted by CIC 16:05:59 11-05-2015 Reviewer: PBC $ $ # Ref Description Drawing# Date 1 65930--BGE 15309051 11/05/15 2 65931--B 15309042 11/05/15 3 65932--BG 15309053 11/05/15 4 65933--AGE 15309052 11/05/15 5 65934--A 15309050 11/05/15 6 65935--Al 15309057 11/05/15 7 65936--A2 15309058 11/05/15 8 65937--A2GE 15309059 11/05/15 9 65938--DGE 15309063 11/05/15 10 65939--DG 15309060 11/05/15 11 65940--GGE 15309166 11/05/15 12 65941--G 15309048 11/05/15 13 65942--G1 15309056 11/05/15 14 65943--G2 15309055 11/05/15 15 65944--G3 15309054 11/05/15 16 65945--EGE 15309043 11/05/15 17 65946--E 15309064 11/05/15 18 65947--CGE 15309062 11/05/15 19 65948--FGE 15309047 11/05/15 20 65949--HGE 15309065 11/05/15 21 65950--HG 15309049 11/05/15 22 65951--IGE 15309045 11/05/15 23 65952--I 15309044 11/05/15 24 65953--J 15309046 11/05/15 25 65954--K 15309061 11/05/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - BGE ) Top chord 2x4 HF #1&Bet. 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requi rements. desi gn. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total Ioad. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= as 7- 4 4 6-1-4 ! • Q 4 0 Si 7 Q 4 Ii 3 9 = 8 I ' - *18-0-0 1 3X5(A1)= 5X5-- B2 3X5(Al)= 1-6-0 1-6-0 E I, 17-4-0 ,I, 17-4-0 J 1 34-8-0 Over Continuous Support R=92 PLF U=4 PLF W=34-8-0 RL=2/-2 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01. ' .07E1 -Of 'TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon ((503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NM (t 825N4thAve,CorneliusOR97113 ••IIPDarANr•• FIxallsx THIS DRAW!NG TO ALL CONTRACTORS INCJDING THE IxsTALLENs. �C4 4%."1.� TC LL 25.0 PSF REF R7175- 65930 Trusses require extreme care In fabricating, handl ing, sbipping, Installing and bracing. Refer to and fol low ,,f�,/y'"-�_ e latest edition of BCSI (Building Component Safety Inferno ti on, by TPI and YRCA) for safety prat tl ccs pr,or o perforning'these functions. InnstalIersucfaii provi temporary bracing per BCSI. Gniessnnoted otherwise, 1 4859 9 • TC DL 1 0.0 PSF DATE 11/05/15 top chord sna have properly attached structural sheathing and bottom chord shah have a properly attached - r,gtd teil,ng. o cabana she r permanent, ra, reatr t of shall have bratlHg i stalaad per SCSI t , �� BC DL 7.0 PSF DRW CAuSR7175 15309051 ,4 O�� 1 sections B3, B) r B10, asnotedicable. Apply plates each face of aru tantl position shown above an on L I e yai nt Getai I s. a M1er.I se. Refer awl ngs 160A-Z fovea andard o,ate pas,to ons. BC LL 0.0 PSF CA—ENG CWC/CWC W i Alpine, a division of ITW Building Components Group Inc. sM1ail not b respon si bio for any deviation from t .i �• draw,ng, any fa,l urs to build the truss n conformance with ANSI/TPI 1, or for handl,ng, sh,polo AN ITW COMPANY i natal I ate to&bract ng of trusses. s , fo, `w TOT. LD. 42.0 PSF A meal on thla drew!ng sr coyer pas.n.tiny thin drawing, Inco cetee acceptance of p000000Ion.l anti neer!ny �/ QFC T,19 9 4�4~ SEQN— 350924 ..penal ten I tr eel el y for the des)yn.hewn. The am teal I ty end tae of chi a drawl ng for any struttere l a the %pp W.G��Q DUR. FAC. 1 15 FROM BB w 8351 Rovana Circle r..penelhlller or one WLIlalwy D.,Iyner per ANSIrtaI 1 Sec.2. Sacramento,CA 95828 For more Information s this'ab s genera, notes pogo and these web a SPACING 24.0" JREF— 1VLD7175Z04 ALPINE: www.a,pi ne,tw.con; TPI: www.tpi nst.erg; RICA: www.steel ndustry.con; ICC:sites: i ccsafe.ore EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - B ) Top chord 2x4 HF #1&Bet. 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5 1. 5X4�� 3X5 3X5- 4 r 1.5X4-i —, 4 6-1-4 B2 �� 18-0-0 1 3X5= - 4X5= 3X73X5= 3X10(61)= 3X10(B1) 1-6-0 1-6-0 E L 6-3-913 0 14 5-6-1 J8-3 2 5-6 1 � 5-6 1 3-2_I_ 5-6-1 _I_ 9-0-146-3-13 0-6-3-13 17-4-0 I 17-4-0 1< 34-8-0 Over 2 Supports R=1588 U=64 W=5.5" R=1588 U=64 W=5.5" RL=71/-71 Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01. t2PROpk., Y:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon 1503))357-2118 •*WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS OWING! REF R7175 65931 825 N 4th Ave,Cornelius 012 97113 ••I IIHORTANr•• FURNISH THI S DRAWING TO ALL CDNTRACTORs I NCLUDI NG THE INSTALLERS. �� � , TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer co a.follow b t 4659 '¢ e latest edition f BCSI (Building Component Safety Information, by TPI and RICA)for safety practi<es prierto TC DL 1 0.0 PSF DATE 11/05/15 1r top chord n9 these functions. tl no ztallersuC hal 11 Provl De temporary b mcl n9 Per BCSI.roc nl essnnotetl ottherwl se, shall a properly attached structural sheathing and bot( chord shall M1 a properly attached F ,� BC DL ri gidM1<rtll I ng. Cored ons shown for permanent lateral reztral c f webs s al l have b ng i stat red per SCSI ,�� 7.0 PSF DRW CAUSR7175 15309042 A n 1 Old e Ions 63, B]or 610, as noted cable. Apply plaits to each facetrussantl po sititep shown bout and on II L I Cha Joint Details. unless n ted athtrwlaA Rifer to drawings 160A-Z for standard plata Pozltlans. BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a division of ITW Building Components Group Inc. shall t be responsible for any eevi ati on from this a--' -. drawIng, any fill l ure to bulla the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I natal 1 aci on&bracing of crosses. A...I on this drawl no or eev.r page IIsi no stile drawl no, Inacotes acceptance of 0000000I ens' •npineerl no 'Irs rFC 7a 1g�.�� TOT. LD. 42.0 PSF SEQN- 350926 v e•p.nel til l l q eel el r for she demiono.hewn. The.aI sebi i I y and use of thin crawl no for enr structure 1•tb �'���w L�� OUR. FAC. 1. 15 FROM BB 8351 Rouen Circle r••penel.11ler or the Bullar n0 0.a yner per A1151 rtpI 1 saes z. W.Y Sacramento,CA 95828 For more infarnatian see thianob s general notes cant and thio[web sIEXP.12-31-15 SPACING 24.0" JREF- 1VLD7175Z04 ALPINE: www.al pi nei cw.con; TPI: www. pi nst.org; NTCA: www.z Intluscry.conwww : ICC: .iccsafe.erg • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - BG ) Top chord 2x4 DF-L #1&240Bet.(g) 4 COMPLETE TRUSSES REQUIRED 2 Bot chord 2x6 DF-L 2400f-2.OE :B2 2x6 HF SS: z t Webs 2x4 DF-L Std/Stud(g) :W7 2x4 DF-L #2(g): Nail Schedul e:0.120"x3", min. nails Top Chord: 1 Row #12.00" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Bot Chord: 2 Rows # 3.00" o.c. (Each Row) factors. Webs : 1 Row # 4" o.c. Special loads Repeat nailing as each layer is applied. Use equal spacing (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) between rows and stagger naiIs i n each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max di a. X 6.0' TC- From 71 plf at 0.00 to 71 plf at 17.33 length wood screw at each joint location. TC- From 71 plf at 17.33 to 71 plf at 34.67 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 34.67 grain required in area over bearings greater than 4" BC- 1385.24 I b Conc. Load at 0.73, 2.73, 4.73, 6.73 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73,24.73 120 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1398.53 I b Conc. Load at 26.73,28.73,30.73,32.73 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC Wi nd I oads and reacti ons based on MFRS. DL=4.2 psf. Calculated horizontal deflection is 0.13" due to live load and 0.17" Deflection meets L/360 live and L/240 total load. Creep increase due to dead load. factor for dead load is 2.00. JT PLATE LATERAL CHORD Calculated verti cal deflection is 0.52" due to live load and 0.69" due to dead load at X = 17-4-0. No SIZE SHIFT BITE [ 5] W3X5 S 2.75 NOTE: This truss may not be repaired and must be replaced if [ 8] W3X5 2.75 L 1.25 improperly installed or damaged. [12] W4X5 2.75 R 1.75 [13] W4X5 2.75 L 1.25 [17] W6X8 S 2.00 [18] W4X5 2.75 R 1.25 [19] W4X5 2.75 L 1.75 [23] W3X5 2.75 R 1.25 [26] W3X5 S 2.75 4X5[13] 5X7(R) III 4X5[18] 3X5[8]-5.---- 3X5[23] 4 ,- 0 4 3X55----. • Nuir 3X5 u iuiii00 6-1-4 \iimiA4#. �IIII 111 tea, 4X16(B7R)= 3X5[5] III 4X5= H0510= gi8[17]= 4X5[19]-. 4X5= 3X5[26] III 4X16(B7R) ----z--- 4X5[12]= H0514= H-5-3-13 4-0-1 + 4-0-1 4 4-0-1 - 4-0-1 + 4-0-1 4-0-1 + 5-3-13-- ->i L 17-4-0 ,J, 17-4-0 J I34-8-0 Over 2 Supports >{ R=13549 U=689 W=5.5" R=12760 U=634 W=5.5" Desi gn Crit: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.01. •-�x,tPpROpf Y: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 '•wARNI RNI H• NERD AND NG TO ALL NOTES ON THIS INCLUDING e2� �S.1 � ' TC LL 25.0 PSF REF R7175- 65932 825 N 4th Ave,Cornelius OR 97113 •al IPOQrANr•• FURNISH sx THIS s DRAWING ND To ALL CDN,RACTORS I NCL l0I ND THE I NSTALIER4. Trusses require extreme caro In fabrecponenati Safety I shipping. by TPIlindd and bracing. Refer to and fallow //�' TC DL 10.0 PSF DATE 11/05/15 e eat a on of BCSI (But l di ng Component sere=r I nfornau on, by TPI an 11TCA)for safe=r practi ces❑ri or 14659 '9 o performingthese functions. =Installers shall)provide temporary bracing per BCSI.have Unless noted otherwise, i cop chord shallhave properly attached structural sheathing and bottom chord shall M1 e agproperly attached achBCSI _•' BC DL 7.0 PSF DRW CAUSR7175 15309053 recta ceiling. Locations snows for permanent lateral restraint G of webs shall have bracing installed above .4 ecti ons B3, . or Locations assshow icab)e. Apply 1pi atesateral eo each face of trussalo post Iron as snows above and on - II LoJ ^ I I CAl roan Details, a tee oth!di Compo Refer t :wings I not farstandard plata any de ant. BC LL 0.0 PSF CA-ENG CWC/CWC I \�11 I Alpine, a di vi si on of ITW Builal ng Components Group Inc. s t be responsible for any tlevl ati on from this p' `R' awing, any fel l ure to but la the truss in conformance wl th ANSI/TPI 1, or for handl l ng, shi pal ng, ti/ _ AN ITW COMPANY installation 6 bracing of trusses. ,af! 'ee 7t tgs°+LitQrv+ TOT. LD. 42.0 PSF SEQN- 350945 A seal on this drawl n0 or cover peg.IIsting this drawing, Inds oats.acceptance of pref.ssI ens) engineering \\s4%:....., Q re...n.1 bl l l ty solely for the deal gn shown. The sue%obi l l ty and e..of this drawl ng for any structure Is the �/gNev- DUR. FAC. 1. 1 5 FROM BB ,. 8351 RllvaDa Circleresponse bl 1 I ty of the But 1 GI ng Deal gear per ANSI/TPI 1 Sad.2. R YY•� Sacramento,CA958za For more infmrmation see wtnlanst. cow n ' a page and=brae web a EXP.12-31-15 SPACI NG 24.0" JREF- 1VLD7175Z04 ALPINE: www.al pe lei c .con; TPI: www.tpl nsc.erg: RTC/0 www.sbcl naustry.coICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - AGE ) Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet.: 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding load one face, and 24.0" span on opposite face. Top chord design. must not be cut or notched. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= �5 - 4 T2 4 5-10-15 0-5-9 i_ 111111111111 I %//////////////////////////////////i/////////////////////////////////////////////////////////////////// /i' +18-0-0 1 3X5(131)7÷-- 5X5= 3X5(A1) 1-6-0 E L 16-4-2 J.- 16-9-0 J 33-1-2 Over 2 Supports R=152 PLF U=8 PLF W=33-1-2 RL=3/-3 PLF Note: Al I Plates Are 1. 5X4 Except As Shown. Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon 1503)357-2118 ••WARM NGI••READ AM FOLLOW ALL mons ON THIS DRAM NM "O/7F 825N4dTAve,CoruellusOlt97113 Trusses ••11FOWTANT•er FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUOING THE INSTAIIERS. y��+ (� TC LL 25.0 PSF REF R7175— 65933 require extreme care 1 n fabricating, ng, shipping, installing a d bracing. Refer to and follow 6 ti ' TC DL 10.0 PSF the latest edition of BCSI (Building Component Safety Information, byTPI and WTCA)for safety practicesprior DATE 11/05/15 performing shg I have functions.attached ers structural esheath temporary bo bracing per illi have e a pr meted otherwise.ched14659 'Q top chord inali these properly a Instaa ev oral roVidei to and bottom mora mail n e a properly attached /- 77. ri gi d c I Ing. Locati ons shown for permanent I t Tai res ai c of webs snag 1 have bracing I neral I edperBCSI BC DL 7.0 PSF DRW CAUSR7175 15309052 ,4 the onsB3,De B]or BIG, as appl oted cable. Apply pl aces to Refer drawingsM1 face of for uss and position as mown aboveandon II IIILJ~I I the Joint Details, unless noted otherwise. Refer t 160A-Z for standard plate positions. I Alpine, a division of ITR Building Components Group Inc. shall net be responsible for any deviation f this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss 1n conformance wi to ANSI/TPI 1, or for handling, snipping, •-^' - AN ITW COMPANY i nstal I ati on.bracing of trusses. '4'0. B9 ver TOT. LD. 42.0 PSF SEQN- 350915 A 55.1 .n this dr.wi no or oor.r page n•t:I no this Orae'no, I eel grates•.eept.nee of pror•••I enol .moi flooring 9 T,19 "No ••pone)bl l I ty•0l el ythe for cn•d.e!gnalo mown. The•.Iteal See.2 and o•*or this drawl ng for any structure I.the �'STjgM�•�HA44 DUR. FAC. 1 15 FROM BB 8351 Rovana Circle rewenel b1 I I cr er the e•I I al no Deal one/per ANSI/TPI t See.x. Sacramento,CA 95828 For more informations Job's general notes page and these web sites: ALPINE: gnaw.aIpineitw.com; TPI:www www.tai RICA: www.sbcindustry.coal; ICC: www.iccsafe.org SPACI NG 24.0" J REF- 1 VLD7 1 75204 w FYP 12_a1,15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - A ) Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet. : 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5-- 1. X5=1.5X43X5% it 3X5 T2 1. 5X4! 4 e '4111111111111.11PIPP _, 4 5-10-15 0-5-9 '" � rn — +18-0-0 ± 5X5(61)= 3X5 4X5= 3X5= 3X7= 3X10(61) 1-6-0 5-8-180_4_8 . I 5-3-12 7-11-10 5-3-12 + 5-3-12 7 11-10 L_ 5-3-12 —L_ 8-9-66-1-8 L— 16-4-2 ,I, 16-9-0 J 33-1-2 Over 2 Supports R=1404 U=56 R=1525 U=69 W=5.5" RL=61/-61 Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-1.118 ••wARNI NGI•• READ AND FOLLOW Au NOTES ON THIS DRAWING! Q�� OFA TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 "' RANI SH TNI s DRAM NO TO ALL CONTRACTORS I xcLUOI NO THE I NsrALLERs. "erArw— REF R7175 65934 Trusses require extreme care In fabricating, handling, snipping, instal l l ng and bracing. Refer to and follow A1. the latest editi on of BCSI (Bui I di ng Component Safety Informed on, by TPI and vrCA) for safety preen ccs prior w? ��' TC DL 1 0.0 PSF DATE 11/05/15 o perform ha these functions.attached structural rovidesheath temporary Tracing per alI Unless pared attached, 1 4659 • to chord snail have properly a for pe man tura sbeatnstr and bottom chord shall have a Properly a at. r BC DL 7.0 PSF rigid celIing. or B1 ons spawn for e. Apply I rel o each t of webs s ail have bracing inotalIea attached DRW CAUSR7175 15309050 A I' L /[I actions 63, B]or Bt O, as doted cable. Apply Refer to er each ace of truss and position as shown above and On agg1 o [he Jain=De=ails. unless noted o fierwise. Refer t awingsf160A-Z f standard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC 1 Alpine, a al failure of ITIVbu Bui lei ng Components Group Inc. s t be rosponsi hap for any shipping, on from t i ng, any fall urs to Tulle the truss I n conformance with I not a es for handling, shi ppi ng, ..�� ..:... AN ITW COMPANY drawing. etalIat1on b bracing of trusses. TOT. LD. 42.0 PSF SEQN— 350942 An sea on thia drawing or cover p.ge I1sting this drool ng. Inco elite...e.pt.ne.of p l onal engi neer!ng e9 'FC 7�1t39msg..,bl I I ty solely for the dui an shown. TT.sul teal II ty end u..of till.drawl ng for.ny structure I.the OUR. FAC. 1. 15 FROM BB 8351 Rovana Circler..p.nsl bl I I Ly or til.Dui I EI ng 0..1 gnsr per ANSI/TPI 1 Ae.2. \%644, 4......................) �T'�N .C�Sacramallo,CA 95828 For more Informed ons this J ob s general n s page and these web sALPINE: www.al pi naltw.con; TPI: www.tpinst.org; NrCA: www.sbcinaustry.com; ICC:iwww.ionsefe.urgSPACING 24.0" J REF— 1 VLD7 1 7 5204 EXP.12 31-15 - ( 1115027--PARR FOREST GROVE -Riverside Pi n 2885 Roof -- VERI FY VERIFY, OR - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 21.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21,17 psf. 5X5= 1.5X4 3X5 3X5 1.5X4 4 ir , 4 ;,,Nn ...14N_ 74:11 1 i i•p,.. 5-10-15 m 5X5(61)= 3X5= 4X5= B2 3X5= B 18-0-0 5X5(B1) 3X7= 5-8-10 4-8 5-3-12 _L7-11_150-3-12 -11 103 12 5-3-12 11-10 5-3-12 _I_ 8-3-05-7-2 305-7-2 L 16-4-2 j_ 16-2-10 J 32-6-12 Over 2 Supports R=1385 U=63 R=1385 U=63 RL=53/-53 Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 - QTY: 13 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 ••wARNI NCI•• READ AND roLLDN ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF 825 N4 Ave,Cornelms0 9713 ••IRPOIfrANr•• FURNISH THlsDRAnxDTDALL caNrRuraasINCLUDING THE INSTALLERS. >terr!".-RFe REF R7175- 65935Trusses reeui re a reme care in fabricating, handling, shi ppl ng, n calling a.bracing. Refer to and followthe latest edlCIon of BCSI (Building Component Safety Information, byaTP, and wsCA) for safety practices prior Ia4,-.N, ` TC DL 1 0.0 PSF DATE 11/05/15 o pchord ing mese functions. trachedstal structuralprovi desheath tei ngmporary`mccho per shBCSI.have ass noted attach me. 1 4659 '� to d nen snail a properly attached structural ral restr and bot hal s all brae a DInstaly attached BC DL 7.0 PSF T. rigid Iing. Locations shown for permanent lateral res ; f webs shall nava b2- ag shown I ed above a BCSI DRW CAUSR7175 15309057 ,4 �� salons i 83, B]or B10,sssnopplica bl e. Apply Pl aces ticawacM1 face truss and post CIonas shown above antl on � F1 o the Joint Details, u le ted otherwise. Refer t ings 160A-Z standard plate po=i ti ons. BC LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a di vi s;on of I.Bull di ng Components Group Inc. snai l t be responsi bl e for any deal ati on from thi s drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handl;ng, shipping, g.-, ..a AN ITW COMPANY ;natal 1 ati an a brat,ng of trusses.toola g h �1v TOT. LD. 42.0 PSF SEQN- 350935 A en this drawl ng or senior paps listing thl.drawing, Insat..acceptance of p 1ana1 •ngi neer! 4 rCC 7 AO �/ rupon.Ibi I lty solely for the deal gn shown. The suitability and use of this drawing for soy+truetur.Is the �ta• DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle raspon.l hi I I ty of the Bal I di no Desi gn.r per ANSI tnt 1 See.z. 'AN II ^V�`QQ Sacramento,CA 95828 For more informstirn s this Job's general n MI s page and these web s �f tP+ SPACING 24.0" JREF- 1VLD7175Z04 www.ww.al pi Rei two tom; TPI: www.epi nst.or, NTCA: www.sbei ndusery.co m; ICC: www.l ecsafw.org EXP.12-31-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - A2 ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= 3X5 3X5 1. 5X4 T 1. 5X4 T2 4 r — in W : 4 5-10-15 0-6-1 a! +18-0-0 1 3X5= 4X5= B2 3X5 5X5(B1)= 1— 3X10(61)= 3X7= 1-6-0 L 6-1-88_9_6 ...1_ 5-3-12 17-11 10 5-3-12 5-3-12 11-101_ 5 �2 _I_8-3-0-7 2 I, 16-9-0 ......1— 16-2-10 -- I 1< 32-11-10 Over 2 Supports R=1519 U=69 W=5.5" R=1399 U=57 RL=61/-60 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%p(0%)/4(0) 15.01.01. ..?•!c.V2PROp4. :4 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-'..118 '..WARNING]••READ Are FG TO ALL NOTESCONTRACTORS ON S Is aRANINGI �;�'!�"'fi r TC LL 25.0 PSF REF R7175- 65936 825 N 4th Ave,Cornelius OR 97113 ••I YPORfANr•• aR111 sx nll s wan Na TO ALL aoNTNAtTCNs I xcLu°I NG THE I NsrALLeas. Trusses require extreme care In Fabricpo ng, Shandl ty I snipping, Installing and bracing. Refer to and fol low �/�' 1 46 59 "Q DATE 11/05/15 the latest aJiu on t BCSI (Builtli ng Component Safety Informau on, by TPI and MICA) for safety piacti cos Prl or a . r. TC DL 1 0.0 PSF Ali r• o perform.nge Ithese av Functions.ri H ante lstructura esheathrovi de temporary bo bracing per halI ave Unl eproperly attarwise, �e top d cei sna nav properly a for pe structural rel reenq and bottom chord s ale h agproperly attached _. BC D L 7.0 PSF ri gi tl cei I ng. LPCa1I ons shown for permanent I t rel reeach t of webs seal I have brace n sial 1 ed y, ,•//� DRW CAUSR7175 1530905E A �O1 the ons 83, ai or uni sesnopploted other. Apply Rpi efer too to each ata of trussstandard Posetite as shown above ata on J I �Al nett aetalls, a Ie di: : , , :othst. NsFar t awing:F160A-Z For: tlartl peau any de las. BC LL 0.0 PSF CA-ENG CWC/CWC Al pe ne, a y vele on of I bu livi l he ng Components Group Inc. s t be response bre F any i ppi anion from t - -'p a we ng, any fel lure to builp the Gross in conformance wi tM1"ANSI/TPI 1, or for handl sti ppi ng, \r _ AN ITW COMPANY i nstal I au on&brad ng of trusses. 9 SEQN- 350937 �¢� QFC•7.�9$ Q��'y' TOT. LD. 42.0 PSF A seal nn this era ng or covthe d plan I I•w. this ul to ng, I ntll encs••f chi•n••of p I y s •nal re I ng .•pun•I m n er sol•l a for the,elle an shown. The•pl c••n l cr•np use or this drawl ng for any structure I I.the '�r14N W.�,��► OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle �••pen•1 bl 1 I er of the R,I I dl ng ria anti per ANSI/TN 1$•e.2. Sacramento,CA95828 For more inroraa=ion see cnieiob'a general notes Page and these web altar: EXP.12-31-15 SPACING 24.0" JREF- 1VLD7175Z04 ALPINE: www.al pi nee cw.cam: TPI: www.'Pal nst.org; NTCA: www.sci industry.con; ICG: www.i<csafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Ri versi de PI n 2885 Roof -- VERIFY VERI FY, OR - A2GE ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding Ioad one face, and 24.0" span on opposite face. Top chord desi gn. must not be cut or notched. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5 4 — _, 4 T d i 5-10-15 ,iiii1111111imi ___ 0-6-1 7. 4_18-0-0 1 3X5(A1)= 5X5==- B2 3X5(61) L 16-9-0 _I— 16-2-10 k 32-11-10 Over 2 Supports R=0 PLF PLF UPLIFT W=32-11-10 Note: All Plates Are 1. 5X4 Except As Shown. Design Crit: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. Pfica. TY: 1 OR/—/1/—/—/R/— Scale =. 1875"/Ft. _ Truss Components of Oregon 503)357-:,118 ••wARNI MI••READ AND FOuaR ALL ROTES ON THIS DRAWING! ��IIII�� 825N4thAve,Coruelms01�97113 **IMPORTANT.* FURNISH TREA OA?m FO ro ALL tPUTES ON INCLUDING THE INSTALLERS. ��� '" y TC LL 25.0 PSF REF R7175 the latest require extreme care In fabricating, handling, shipping, Installing antl bracing. Refer to and follow /f' 6593 7 _ latest edition of BCSI (Building Component Safety Information, by TPI and NTCA)for safety practices prior raw 14659 9 TC DL 10.0 PSF DATE r• o performing I have functions tache lers structur provide temporary bracing Perhall Unless noted atache se, `tea 11/05/15 top chord sM1all these Properly attached structural al sM1 ate ng antl bottom chord shall have a properly attached herwls rl gid cei Ii ng. Locati 010one ssho n for permanent lateral restr i of w bs all have bract ng instal l etl per BCSI BC DL 7.0 PSF AI, /� aLeai eon r. Apply pl step to each face oftrussand pose ti on as shown above and o DRW CAUSR7175 15309059 II I Q)E1'` III , tM1etJo:nt Deiai lsr unless no o e wise. Refer drawl ngs 160ACZ forsstendartl plate positions. n II ILI, I \vl I Al Pine, a dixiaion of ITN Building Components Group Inc. sM1all no a esponslblopal for any daelation from this ....., BC LL 0.0 PSF CA—ENG CWC/CWC drawing, any fall ure to build t conformance wl th ANSI/TPI b1,ro -� AN ITW COMPANY i nstal I ati on&bract ng of trusses. crass i n c r for Handl I ng, shI ppi ng, Y A.e•I en thea drawl ng or auv.r page listing the.drawing, Inds date.•.o•pt.n.•of profe.si oval *tial neer!ng '9/ •fFC•7t 19$9�Q+4'I' TOT. LD. 42.0 PSF SEQN— 350940 reopens!01 Ity solely for the design shown. The Sul teal n ty and use of till s drawl np for any structure Is the 8351 RovanaCrcle r•aponslanlcr or the Bunning Deal one,per Axsl/TPI ,Sec.2. DUR. FAC. 1. 15 Sacramento,CA 95828 For more Informations thi s 3 ob.s general notes page and these web sites: l�d�w•�'�� FROM BB ALPINE: www.al pineitw.coin; TPI: www.cpinst.org: .TCA: www.sbci ndustry.coin; ICC: www.iccsafe.org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLD7175Z04 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - DGE ) Top chord 2x4 HF #2 :T2 2x4 DF-L #1&Bet. (g): 120 mph wind, 20.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. :W1, W2, W3, W4, W5, W6 2x4 DF-L Std/Stud(g): :W7 2x4 DF-L #2(g): Wind Ioads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction design. factors. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding load one face, and 24.0" span on opposite face. Top chord bracing requirements. must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per (a) #3 or better scab brace. Same size & 80% length of web member. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5(R) III 3X5% 3X5 T 4 r_ —, 4 -r.. T2 6 �; •��"', 3X5% d '\i, •••�••` 5-4-15 0. � ' _ ----- ////////////////////////////////////// A //////////////////V © 18 0-0 3X5(A1)= 3X5= 5X5= 3X7= 3X5 3X5(A1)--- 1-6-0 1-6-0 1-6-0 E I. 5-1-0 7-8...L.. 8� 51-0 i 7-7-8 5-1-0 J� 5 1-0 7-7 8_I_ 5-1-0 j__ 7 $-1-0 J L— 15-3-0 ,I. 15-3-0 J l< 30-6-0 Over 2 Supports R=205 PLF U=13 PLF W=12-9-8 R=332 PLF U=21 PLF W=5-11-8 RL=7/-7 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01. 02ARafi_ TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 •"'WARM NGI ae READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175 65938 825 N 4 Ave,Cornelius O 97113 •ellroWrAxr•• nlRNlsx THIS DRAWING To ALL CONTRACTORS eNCLUBINg THE INSTALLERS. � � � � TC LL 25.0 PSF Trusses require ezcreme care In fabricating, nanEling, snipping, n lalling end bracing. Refer to anE foil �'t- tne latest edition of BCSI (Building Component safety Infornation, byTNand WTCA) for safety practices Priof 1459 °Q - TC DL 10.0 PSF DATE 11/05/15 n o perrormi nglinese font ti ons. cl nztallersu`nall Prove Ee ceapnc oy b mcl n9 Per BCSI. Unl essnnoaceE otnerwi se, — top cM10 rd sna nava properly a tamed str [ural meat M1l ng enE bot[ cnortl sM1 all nave a properly a tecM1eE ri giE cel ling. Locations sM1own Por Dernenent lateral restr r webs snail nave bracing i st Iletltper BC51thogBC DL 7.0 PSF DRW CAUSR7175 15309063— A r, 1 ��N CM1cti ons B3, ^O sssnaopplica bl . Apply plates to eacn fecno oT for st ntl position as sM1own abov°romE on � A II P a oint Details. teE otherwise. Refer to Erawing=,BBA_Z f anEarE plate position,. BC LL 0.0 PSF CA-ENG CWC/CWC I l Alpine, a El veli on of ITW Building truss i na nos Group Inc. anall t ba responsible for any ippi ate on f tM1is •. .•. tl re wi ng, any failure to bulltl the truss in conformance ad CM1 ANSI RPI t, or for handl sM1i ppi ng, ay AN ITW COMPANY I natal I ace on&bracing of trusses, 4>.6"fo 17,1g69 Qty TOT. LD. 42.0 PSF SEQN— 350953 A seal on this drawing or cover page n sting till.drawing Inco cotes acceptance of p Ion.l engineer'ng 4 reopens!blllty solely for the dealgn.hewn. The aaltabuity and use or tit,a drawl ng for any structure Ie the il:f response bl l l ty or the 11 di ng Baal finer per .GVI DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle14AN �I ,sac.z. Sacramento,CA 95828 For more infnrnaci an, a,pb•a general n a page a' these web a SPACING 24.0" JREF- 1VLD7175Z04 ALPINE: www.al pl nee tw,tom; TPI: www,tlpi nzc.org; wTCA: www.sbci naustry.con; 1 CC:Iwww. ccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Ri versi de PI n 2885 Roof -- VERIFY VERI FY, OR - DG ) Topchord 2x4 DF-L 2400f-2.OE Bot chord 2x6 DF-L 2400f-2.OE 3 COMPLETE TRUSSES REQUIRED ! 2 > Webs 2x4 DF-L Std/Stud(g) :W7 2x4 DF-L #2(g): 2 Nai I Schedul e:0.120"x3", mi n, nai I s Connectors in green lumber (g) designed using NDS/TPI reduction Top Chord: 1 Row X12.00" o.c. factors. Bot Chord: 2 Rows 0 3.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Special loads Repeat nai Ii ng as each layer is applied. Use equal spacing (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) between rows and stagger nails in each row to avoid splitting. TC- From 71 Fa at 0.00 to 71 at 15.25 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" TC- From 71 plf at 15.25 to 71 plf at 30.50 BC- From 7 plf at 0.00 to 7 plf at 30.50 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1403.86 Ib Conc. Load at 2.06, 4.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 BC- 1385.24 I b Conc. Load at 6.06, 8.06,10.06,12,06 psf, wi red BC 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06,30.06 DL=4.2 psf. Calculated horizontal deflection i s 0.12" due to live load and 0.16" Wind loads and reactions based on MWFRS. due to dead load. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.49" due to live load and 0.65" due factor for dead load is 2.00. to dead load at X = 11-7-7. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 5] W3X5 S 3.00 [ 7] W4X5 3.00 R 2.25 [ 8] W4X5 S 1.25 [ 9] W4X5 3.00 R 1.75 [10] W4X5 3.00 L 1.25 [17] W6X8 S 2.00 [18] W4X5 3.00 R 1.25 [19] W4X5 3.00 L 1.75 5X7(R) III [20] W4X5 S 1.25 [21] W4X5 3.00 L 2.25 [23] W3X5 S 3.00 4X5[10]%- ill 4X5[18] T a r- 4X5[8] v� i� -14X5[20] 3X5 i� � 3X5 5-4-15 4X1.(B7R)= 3X5[5] III 4X5[7]= 4X5[9]= 6X8[17]= 4X5[19]= 4X5[21]= 3X5[23] III 4X16(8 R --7--- H0508-- l'` H0508= 4-9-9 + 3-5-13 >Ic 3-5-13 + 3-5-13 + 3-5-13 + 3-5-13 . 3-5-13 ± 4-9-9 L 15-3-0 15-3-0 L J f 30-6-0 Over 2 Supports R=11055 U=573 W=5.5" _ I R=12142 U=634 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.01. p2PIR5 ,QTY: 1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••WARM NGI••READ AND FOLI_aw ALL NOTES ON THIS DRAM NGI /�' '�� 825 N Atli Ave,ofOre8 Cornelius OR 97113 ••ItIPBRfANr•• FURNISH THIS DRAWINGTO ALL CONTRACTORS I NDLUBINg THE I NSTALEERS. �f � '‘'\\ TC LL 25.0 PSF REF R7175- 65939 Trusses require extreme care In fabricating, handling, snipping, installing and bracing. Refer to and follow `s <Iat<et mil mf B Bl iBeil ng Component safety Information, by TPI and MTCA>: safety practices prior �4 t 4659 ' N' TC DL 10.0 0 PSF DATE 1 1/05/1 5 +w o performing Sha I have fvnop ons trachednstal structurhal provide temporary bran hg per BCSI,aver pnotedroper! attached Q - too d II <properly attached structural •ocean n dna bottom c m ora shall a properly a periled ��g!�� i gi d cel I i ng. Loran one Shan far permanent I iteral o e nr f f trushal I have have ng i natal I per SCSI ,,�,1/x•m BC DL 7.0 PSF DRW CAUSR7175 15309060 ,4 l O`� e<ri ons B3 BT sot B^OeSSsnaoSpdi cab!e. Apply pi eceo drawl face for standard poli ti on as shown shave and on II L J ( the Joint Detail e other.se. Refer t Ings 160A-Z f and plate positions, 1 Alpine, a dl vision of ITW Building Components Group Inc. Snell a esponsible for any dee,ati n from this .: .O. BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to b ild she truss In c with ANSI/TPI b1,ro handl I ng, sill PO ng,o AN ITW COMPANY I nstal I ati on a brace ng ofatrus es. conformancer for n 9 V A sal on Chis drawl ng or cover page listing chis drawing, Indicotes..o.pt.noo of profs.'en.I engineering 9/ �fC,7.lg� Q� TOT. LD. 42.0 PSF SEQN- 350955 sponslb1l l sr solely for the deal gn snow". Th.Sul teal Ity and use of till drawing for any structure I.th. 8351 Rovana Circle reeponel bl I I ty of the WI I m mg Dal gar per ANSI irpl t s.c.i. �Tjd W �PQ DUR. FAC. 1. 15 - Sacramento,CA 95828 Porn a 1nformati one this Job's general •C FROM BB s page and these web•Ilea: SPACI NG 24.0" JREF- 1VLD7175Z04 ALPINE: www,al pi nal tw,con; TPI: www.tpi nzt,org; wTCA: www.sbci nausiry.corn: ICC: ww,l ccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - GGE) Top chord 2x4 DF-L 2400f-2.OE 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel . bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the length load applied per IRC-12 section 301.5. tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [16] W3X5 S 1.25 4X5= 3X5[16] PR I •ai, I li ■ i 4 2-11-15 0-3-15 0-3-15 oi I I I I 6 7- I _ +9-0-0 ' 3X5= 2X4(A1)= 3X5(1)= L1-6-0=—I c 5-0-0 >L 11-0-0 >1.c1-6-0J . -2-2 _ 6-9-14 f 8 0-90 "T`` .j 8-0%9-14 0-0 '1 I. 8-0-0 ,I. 8-0-0 J I16-0-0 Over 3 Supports R=565 U=43 W=3.5" R=846 U=48 W=5.5" RL=53/-53 R=644 U=15 W=5.5" Note: Al I PI ate Are 1.5X4 Except As Shown. Desi gn Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. . .01). •�1p •TY: 1 OR/-/1/-/-/R/- Scale =.37511/Ft. buss Components of Oregon ((503))357-2118 ••WARM NGI gi d READ MID MUM ALL NOTES ON TNI S awl NG' 825N4thAve,ComelmsOlt97113 ••1'roRTANr•• rvRNlsx Txls DRAM m ALL O[IN1RAclons lxeLwlxO THE INSTALLENS. e���' '- TC LL 25.0 PSF REF R7175- 65940 Trusses require extreme care In fabricating, handl ing. shipping, installing and bracing. Refer to and fol low \ the a est a cion of BCSI 0BuiIding Component Safety Information, by TPI and[IBCA) f safety practices prior Rye TC DL 10.0 PSF DATE 11/05/15 to perfoerning these functions tInstallersushall provide temporary bracing per BCSI.for noted otherwise, 1 4659 "Q top chord shall a properly attached structural sheathing and bottom chord shall have a properly attached ` rigid c i ng. Locations shown for permanent lateral restraint of webs shall have bracing installed perBCSIegfferip BC DL 7.0 PSF DRW CAUSR7175 15309166 ,4 �� secti ons 83tl BJsoonBl O, as pplicab e. Apply plates co each faceoof trusstaane po si noon as shown above and on i A II o I =ho Details• a^less n ted°th rwise. Rater c°tlrawings 160A-Z forand plate p°sitions. BC LL 0.0 PSF CA-ENG PBC/CWC I 1 Ala pi^e a iv of ITW Buil tli ng Conponencs Group In<. shall n[be responsible f r any devi a[i on from tM1is p,�, �•. i g, any failure to build t h ANSI/TPI 1, o andlin AN ITW COMPANY 11 nsfal I ati on A braei ng of trusses. truss i^conformance wi t r for M1 g, sh1 PPI ng. v TOT. LD. 42.0 PSF SEQN- 351398 Ar sal on thI s drawl ng or cover peg.I l stl ng this drawl ng, I nen mates.m oot.e.of profaa anal ging'neer!ng '+�_n ,��7.1"9 Avg uPansl.i limy moldy for the gaol an shown. The sulball ty and use of this dread ng for any structure Is Me 1'4 Vi ��\4` DUR. FAC. 1. 15 FROM BB - 8351 ltovaBa Circle respond bl I I ty of the Bel I dl ng[Iasi goer per ANSI/TPI 1 Sae.2. 1� Sacmmento,CA95828 For more nfurma on 0 jobs general notes page and these web a SPACI NG 24.0" JREF- 1VLD7175Z04 ALPINE: www.el pi nellto.coo:ITPI:s www.tlpi nst.org; IyTCA: www.sbci ntlustry,cow ICC:i..o.i stoat..org EXP.12-31-15 ( 1115027--PARR FOREST GROVE -Ri versi de PI n 2885 Roof -- VERI FY VERIFY, OR - G ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 6X6= ---1a , a 2-11-15 3X5(A1) 00 i Q = 1. 5X4 III111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 imi s-o-o 2X4(1)= Le1-6-0s4< 5-0-0 >I< 11-0-0 I 1-6-01 I< 8-0-0 >I< 8-0-0 > L- 8-0-0 j_ 8-0-0 J I` 16-0-0 Over 3 Supports R=707 U=5 W=3.5" RL=48/-48 R=186 W=5.5" R=765 U=2 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 Inas Components of Oregon 503)357-:.118 ••WARNINOI•• READ AND FOLLOW ALL NOTES ON TI1S CRNINGI •O QTY: 2 OR/-/1/-/-/R/- SCaI e =. 375"/Ft. 825 N 4th Ave,Cornelius OR 97113 ..•1 IPONTANT•• FIRM SN THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `�.•``i. x TC LL 25.0 PSF REF Trusses red,tre extreme care in fabrl cat,ng, handling, snipping, installing aha bracing. Refer to aha fol l or o A,. R7175- 65941 the t edition of BC51 (Building Component Safety Information, by TPI and NTCA)for Sar d � v o perfornl ng these funati ons. I nstal l ars shat l provi de temporary r safety otces prior 14659�'9 TC DL 10.0 PSF DATE 11/05/15 cop chord snau mpm Ory a acing per Bcsl. um ass ed o nervi se. e properly attached structural sheathing and bottom chord Shan have a properly attached r rigid ceiling. Lotti ens shown far permanent lateral r t - web=shall have bracing Installed per SCSI - BC DL 7.0 PSF ,4(� o��N sato end 83, B7 or e^oeSSsappl I o,bl f�l seppl r ul aces to each face truss= pall ti on as shown above Ona on DRW CAUSR7175 15309048 II L I the Joint Details, noted the Refer to drawings 160A-2 forstandard plate positions. Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from thin BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY drawi ng, any fai I ore to bui I d the truss I n conformance w,th ANSI/TPI 1, or for handl s Ilation Si bracing of trusses. ^g ^i PPI n9. ^ata •'^ •. A•seal en thl•drawl ng or savor page Il et'no tills drawl ng, I ndl dote.acceptance ofo .A� 'f�7 tgg9 Q.,r``r TOT. LD. 42.0 PSF SEAN- 350965 .pons li l 1 tY sol.l y for the dal P p I anal •Hyl n••rl n 7 yn shown. Tn.Sul tell l l ty end use of this drawing for any structure I.the • 8351 RovanaCircle IblIIty of the Eluding Des'goer per ANSI/TPI 1 See.2. y, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informations this Joh's general s page and these web s ON 02 GAP ALPINE: www.al pineicw.com; TPI: maw.tpinsc.org; IyTCA: www.sbcindustry.con; ICC:Iwww.iccsafe.org SPACING 24.0" J REF- 1 VLD7 1 75204 FYP 12-R1•-15 ( 1115027--PARR FOREST GROVE —Riverside Pi n 2885 Roof -- VERI FY VERIFY, OR — G1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5(R1)4i �,,,,,,4 � 4 , 4 1-- 2-11-15 0-6-2 ■ 1. 5X4 III 3X5(61)= 2X4(1) << 4-5-8 >l< --1". y 11-0-0---------_>1E1-6-0>J 1.` 5 8 -1 8-0-0 L 7-5-8 J_ 8-0-0 -J I.': 15-5-8 Over 3 Supports R=612 W=5.5" R=765 U=3 W=5.5" RL=40/-39 R=95 W=5.5" Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=295(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon ((503))357-..118 "WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWI NCI t� 0/-6,825N4thAve,ComeliusOR97113 ••1NPoRTANf•• FURNISH TMIB DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �v TC LL 25.0 PSF REF R7175- 65942 Trusses rapid re care in fabri tail ng, handling, shl ppl ng, installing and bracing. Refer to and follow . the latest edition of BCSl (Building Component Safety Information. by TPI and NTCA) for safety practices prior 400 TC DL DATE o,..,..-..n.these functions. tInstallers hel provide temporary ri bracing per BCSI. Unless anted otherwise, /y7 1 4659 4 • 1 0.0 PSF 11/05/15 top chord shall have properly attached structuralsheatig and bottomchord shall have a properly attached r rigid ceiling. Locations shown for permanent lateral restraint shall have bracing installed per BCSI BC DL 7.0 PSF •4116 .4 f �� ectl ons 83 B]or B^0esssappl notad'otcable. Apply pl aces to each face fif tru ed pa sl ti on as shown above antl on 1 DRW CAUSR7175 15309056 II ,L )11 the Joint Details, herwi se. Refer o drawl ngs 160A-Z forstandard plate cosi ti ons. I Alpine, a dl vi si on of ITN Building Components Group Inc. shall n esponsi ble for any devi aci on f BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY 1 drawl a<al lgan nyo Aabram ntoofutrasthe truss I n conformance wl th ANSI/TPI b1,ror for handling, sni psi ng, from chi s _ A semi on Mld drawl ng or eaves peg*IlOtt 19 tMd drawl ng, Ineledt..%eedyNnad of preAulendl n Ingrin a �% V~ TOT. LD. 42.0 PSF SEQN-�� QQ+4 Q 350974 reopens, this eel wln for the dee!Rm IIstl cThehi ddrateal htts dna use of sal.ea no for any al engl neer! Id in. a 9 8351 Roves Circle rdaPondlblhltY of the Bur ldlnW Oddlynv per ANSI/TPI T Sec.2. ��J�N,WWa y,.]� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformatl on s chi s J ob•s general s page and< web s yn ALPINE: www.al pineittw.com; TPI: www.tpi nst.org; %TCA: www.sbcindustry came ICC:iwwws"Icesafe.erg SPACING 24.0" JREF- 1VLD7175Z04 FYP 12-a1-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - G2 ) Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 4 4 1 T2 2-11-15 I, 0-8-2 4 3X5(B1)= 1, 5X4 III \ 9-0-0 3X5(A1) 1< 3-11-8 >l< 11-0-0 =I< 1-6-0-->i 6-11-8 + 8-0-0 L 6-11-8 _I, 8-0-0 k J k14-11-8 Over 3 Supports R=554 U=1 R=127 W=5.5" R=735 U=4 W=5.511 RL=39/-38 Design Crit: I RC201 2/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. 02pf0TY: 1 OR/-/1/-/-/R/- Scale = 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS awl NW ,`� �E• 825N4thAve,ComehusO1297113 ••IIPoRTANr'• FURNISH THIS DRAINING NG TO ACONTRACTORS INCLUDING THE INSTALLERS. ey � u , TC LL 25.0 PSF REF 87175- 65943 • Tresses reAn;re extreme herein fabricating, handng, sm pping, installing and bracing. Refer and fol lhw 6 C 9 DATE 11/05/15 the latest ed;ti on of BCSI alu;IIIng Component Safety Information, by TPI and WTCA)for s 'safety prectices prior 14859 TC D L 1 0.0 PSF to Pchord l ng shat lnese function s�s attstal ached strura ctal ur P sheathes temporary bratom chord per BCSI. Unless noted attached . �' l top rfor have properly a tested tr tural snea de ng and bottom snort sM1 all have a properly attached rl gi d chi I;ng. Locati ons shown for permanent I stere trai t of webs'nal I have brat;ng I nstal I ed Per BCSI Fji:ipBC DL 7.0 PSF DRW CAUSR71 75 15309055 ,4 O`� esti ons B3, 67 or B10, as oppl;oabl e. Apply plates to each face of trussLand pos;i;on as shown above and on All L J I the Jhint Daia;l', Braless n ted ntnerw;ae. Rarer to dram;ng',GOA-Z forandard plate Phait;on'. BC LL 0.0 PSF CA-ENG CWC/CWC I 1 Aesi ne, a di fi si on of ITW Buildl ng Components Group Inc. all not ba responsible for any tlevi ati on Prom itis •, .�. ing, any ;lure to build the truss;n conformance w;th ANSI/TPI 1, or for handl l ng, sh;ppi ng, �I AN Irw COMPANY °sial I at;to Gabraci ng or[Tease'. 9 'FC 17n otA Qlfir� TOT. LD. 42.0 PSF SEQN— 350980 A seal an Chi s drawing Br cover page listing this drawl ng, I Ml eaten acceptance of prer•••I ens, •ngl neer)ng Aw ••pon•I sl llcr sol els for cne des,go.no.m. The.el ttb111 cr and use or cel.drawl mg for any structure I.the �r��N W GO DOR. FAC. 1. 15 FROM BB - 8351 Rovagg Circle r.•pen•I el I I cy of the 14I I al mg Deal veer per ANSI rtpl T Sec.x. Sacramento,CA95828 For more iniormat;hn' moli 9 ts[.9 general notes Page and these web SPACI NG 24.0" JREF- 1VLD7175Z04 ALPI NE: www.al pi net ir.con; TPI: www.tp1 nsi.org; RICA: www.tool ntlusiry.Com; I CC:s loaf.i ccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS)ONS) SUBMITTED BY TRUSS MFR. ( 1115027—PARR FOREST GROVE -Ri versi de PI n 2885 Roof -- VERI FY VERI FY, OR - G3 ) Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MFRS with additional C&C member factors. design. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. No SIZE SHI FT BITE [ 3] W1.5X4 S 2.25 6X6(R1)4i 4 r-- 3X5(R)\\\ I 0 V 1 4 T2 2-11-15 um smo / 1. 5X4[3] III 3X5= ` +9-0-0 i 2X4(A1) -1-6-0—>-1 I-E-1-6-0 >c 8-0-0 L 1-6-0 ,I_ 8-0-0 J f< 9-6-0 Over 2 Supports R=395 R=562 W=5.5" RL=-44 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. t .. . TmssComponentsofOregon 503357-2118 ••WARNINGI•• .!'I TY:2 OR/-/1/-/-/R/- Scale -.5"/Ft. _ (( l READ aro FOLLOW ALL NOTES ON TRI s DRAM NG! 825 N 4th Ave,Cornelius OR 97113 ••Iextreme c nURNI fabri ati s BRAtnNB To ALL ppi ng, inns I I I ng INB THE I Ng. Refer � R TC LL 25.0 PSF REF R7175— 65944 Trusses require extreme care In fabri tact ng, handl ing, sM1l pPi ng, installing antl bracing. Refer to dna follow /�� the latest edition of BCSI (Building Component Safety Information, by TPI antl NTCA)for safety practices prior 1 46559 aiQ TC DL o pchord iega I have fpropernstaached structural a esheath temporarybo bottom ti ngcho per alI have eUnla pr natal atta +� 10.0 PSF DATE 11/05/15 cop erfor s II a properly attached ed ars halal rovi dei and bort m chord rM1B M1 a properly attached i gi d ceiling. Locati ons shownr permanent t rat of weba nail have bract ng i natal I ed per BCSI , _,� BC DL 7.0 PSF An �Ol�w 'I I se ons 83. 57 or B10, asneieei can e.aAppl y plates to face of truss`antl poet ti on a shown a and an DRW CAUSR7175 15309054_ II J I\VI 1 e Jol n[Beieils, Refer o tlrawi ngs 160A-Z fors entlard place pose tl ons. I Al Pi ne a y fat I or of l bu Baine"i usspanacon conformance Ina. aM1al l c b1 rorPonsi bi a far any i ppi ng,nn from phis BC LL 0.0 PSF CA-ENG CWC/CWC drewenga any i ci o but d s In c n ANSI/TPI 1, o °' AN ITW COMPANY n c I I cI o a brain ng of es.truss onrormante wl c r for handl I ng, sM1i ppi ng, ,v A seal on this drawl o°or corer pave I •n n°thl•drawl rig, I ndi cotes acceptance ofTOT. LD. 42.0 PSF .•pon•I elllcr sol.ly For the deal gn shown. me awl total I and use orShin drawl M1°For ;,°":(enol n..rl no 9/ wt.C.7,lg$ Q SEQN- 3 50982 a 8351 Rovana Circle re•pon•I m l l er of the Bul l al n•Oe•I gnaw per ANSI npl t Sac.z. ° •r structure I I.the Sacramento,CA 95828 or �rfgNWr CN�'4 DUB. FAC. 1. 15 FROM BB For n information s chis Job's general notes page antl these w ALPINE: waw.alpimeito.coin; TPI: www.Bpinot.org; 11TCA: wen.sbcindustry.cow; ICCsiwww.leesafe.org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLD7175Z04 ( 1115027--PARR FOREST GROVE —Riverside Pin 2885 Roof -- VERIFY VERIFY, OR — EGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W2, W3 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors, design. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding load one face, and 24.0" span on opposite face. Top chord bracing requirements. must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provide lateral wind bracing per ITWBCG wind bracing details or per load applper led o s10. 0n o. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= i PM4 II i r— ►� p � 4 i i 2-7-15 _ gmm pp i i ai II I I ., 9-0-0 3X5(A1)= 3X7= _ 3X5(A1) 1- 1-6-0 .1 1.<1-6-0aJ f3-10-14 7-0---10— 3-1-2 ›I‹ 3-1-2 7-0-0 3-10-14 I_ 7-0-0 ,I_ 7-0-0 J 1 14-0-0 Over 2 Supports R=1121 U=142 W=3.5" R=1121 U=142 W=3.5" RL=66/-66 Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-:.118 "WARN!WI e e READ AND FOLLOW ALL NOTES ON nus DRAM NGI 825 N 4991 Ave,Cornelius OR 97113 "I!PORTANT*• FIRM SR THIS dWINGTO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. 45% �pF TC LL 25.0 PSF REF R7175- 65945 Tresses requl re a In fabri cerin handl in shl ppi ng, installing and bracing. Refer to and follow the e t edi ti on`of BCS!care I dl ng ComponentSafety Informed on, by TPI and NTCA) for safety practn ces p (1 TC DL 10.0 PSF DATE 11/05/15 n o perform ng these functions. InstallersUCeall provide temporary bracing per BCS!. Unless noted other.sear 14659'ON ' top chord shall a properly attached structural sheathing antl bottom chord s all have a properly attached ik „„,w rigid ceiling. Locations showntfor permanent lateral restr of webs shall have bracing instalIedtper BCS! ` BC DL 7.0 PSF DRW CAUSR7175 15309043 A rl 1 O`E1 N actions 83, ai or unlesa&noote icable. Apply plates to drawl ng faceoffor antl posltlte as shown above end on II L 1t he Joint petails, ed otherwise. Refer to drawings 160A-Z forstandard place positions. dagsmi I Alpine, a di vi sl on of ITW Bul l di ng Components Group Inc. shall not be responsible f any deviation. BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY n tan lgatl on&abI urent ofutI ds the ee.truss I n conformance with ANSI/TPI 1, or for handl Ong, shi ppi ng, from tM1i s e- •a A Seal en Chis drawing or Paver page Iletin thi•drawing, Indleat.s acceptance of profes.I°nal .ngineer'ng A 'f,"A, ',ss j'y~ TOT. LD. 42.0 PSF SEQN- 350963 ..pone,bl l l tr sol.IY for the deal gal shown. Th.dui tab!II ty end use of Ohl•drool ng for any structure ie the / V 7 �/ 8351 Rouen Circle r.apenal bI n eY of the di i dl ng Dee,goer per ANs„Tp, ,sea.x. L {l�QQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nform. on this Jobs general notes page and these web s V�'�q w.��•� ALPINE: www.al pineiltw.cosiCITPI:swww.tpnnst.org: WICA: www.shcnndustry.con: ICC: www.iccsafe.org SPACING 24.0” J RE F- 1 VLD7 1 75204 EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Ri versi de Pi n 2885 Roof -- VERI FY VERI FY, OR - E ) Top chord 2x4 HFDF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DF Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5(R1) /4► --14 4 ! -- 2-7-15 ma I �_ 9_0_0 , 2X4(A1)- 1.5X4 III 2X4(A1) 1.<1-6 0 -1 LE1-6-0 -1 i< 7-0-0 ›.-c 7-0-0 L 7-0-0 I 7-0-0 1< 14-0-0 Over 2 Supports R=715 W=3.5" R=715 W=3.5" RL=43/-43 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. 1. ..y . Truss Components (503357-2118 ....WARNING! -gyp QTY:4 OR/-/1/-/-/R/ _ p ) READ AND FOLLOW ALL MOTE$OM S"nos wain! Sc a I e 825 N 4th Ave,Cornelius OR 97113 '•I IPoRTAMF' FURNISH sN TMI g DRAM NG To ALL CONTRACTORS I xcLUDI xB THE 1 xsrALLERs TC L L 25.0 PSF REF 375"/Ft Trusses require extreme care In fabrlcatl ng, handl ing, shl g, R7175- Pal^ InstalIIng and br insg Refer to and fellow 65946 the latest edition of BCS! (Building Component Safety Information. by TPI d MTCA) r safety practices Prior TC DL /� a to Prforming these functions nsal l ersucnal l Provide temporary brat ng per BCS1.for ess noted otberwi se, �`� Aa 10.0 PSF DATE 11/05/15 top chord shallhaveproperly attached structural sheathing and bottom chord shall a properly attached rigid ceiling. Locations shown for permanent lateral r webs shall h have ng installed per BC51 BC DL 7.0 PSF ,4 r O`� ecilons B3 BT or B^Besssappl notedlcib'e Apply ates to tlrew each face fof tru end positlon'as shown above and on DRW CAUSR7175 15309064 LI L J I the Joint Decal 1s, o herwi se. Refer Ings 160A-Z forstandard plate positions. Al I rawlna, a dl vision of Ibu Building Components con conformance Inc, hall not be rorPonslbla for any devi from thea BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY I nawang, any failure to buI tl t truss n eonforma nce wi tM1 ANSI/TPI 1, or for handl i ng, 5 1 t heti on&bracing of trusses. h pPl^g. Anal en tills drawl no or neer page listing this drool ng, Inas eater acceptance of prefeaal*nal one'neer!ng sf\\:,...........................)'FC In X989 TOT. LD. 42.0 PSF SEQN— 350957 panel el l lty col ely for the deal an no.n. The•ul tabl l lty end u•e of till•anvil np for any structure I•CBS f�. 8351 Rovana Circler••pen•1 blllty of til.Bullal np Mal purer pr ANSI yrpl 1 gee.2. / �WrMHAQDUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nrormati on see this J ob's general notes page and these web e' ALPINE: www,alpiteiOw.coal: TPI: www.tpinst.ori; WTCA: win.sboi ndusiry.con: ICC: now.icasafe.ori SPACI NG 24.0" 1 VLD7 1 75204 EXP.12-31-15 J RE F- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pi n 2885 Roof -- VERIFY VERI FY, OR - CGE ) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding load one face, and 24.0" span on opposite face. Top chord bracing requirements. must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead I oad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= , 4 1----- i ; 4 2-5-4 4_18-0-0 i 2X4(A1)_ / 2X4(A1) i<-1-6-0-->J t<--1-6-0—>-1 J L 6-4-0 J. 6-4-0 I< 12-8-0 Over Continuous Support R=158 PLF U=28 PLF W=12-8-0 RL=4/-4 PLF Note: All Plates Are 1. 5X4 Except As Shown. Desi gn Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01. II - . QTY: 1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)3572:.118 ••IMARNI MGI ee READ AND r0LL0w Au.NOTES ON Mils Drumm! ¶ 825 N 4th Ave,Cornelius OR 97113 ••IImPOKfANr•• Flwwlm SH Txm s DRAWING u CONTRACTORS TO ALL m 11CLUQ1 'DI NG THE m NSTALLENS. TC LL 25.0 PSF REF R7175- 65947 Trusses squire a care in fabricating, handling, snipping, installing and bracing. Refer to and follow % F the latest edl ti on of BCSI MI ding Component Safety Informatl on, by TPI and NTCA>for safety practl ces Prl or 14659 9 DATE 11/05/15 to Prforming these functl ons Inst alle2s small Provide temporary bracing Per BCSI. Unl essnnoted otherwi se, ,��� TC DL 1 0.0 PSF top chord hall a properly attached structural sheachi ng and bottom chord snare have a properly attached ri`Cd cei Ing. Locations shown for permanent lateral restraint of webs shall have braclang i stalIeeteer BCSI .,. Iiii BC DL 7.0 PSF DRW CAUSR7175 15309062 ,4 r O�� T. Le ions B3. 87 or BM s ash eappl I cabl e. Apply places to each faceof or st antl position shown above antl on II L I e Joint Deails, le tetl otnerwi se. Refer co tlrawi ngs 160A-Z f Bard plaid po si ci ons. I AI Pine, a di vi al pre of IT„Balltling I:dmpamm�ta Drdap Imd. shall n t b.reapenaibla far any devlantlon from this BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any fall ure to build the truss In conformance wl eh ANSI/TPI 1, o handl ng, shl poi ng, AN ITWCOMPANY InatalIacion&bracing of trusses. r far ham ,F # V TOT. LD. 42.0 PSF A seal on this drawl ng or cover page iistio ebI•dNwlng, iAdlub••eeeybne•of prefu•lone! *nal nNTiny 4 $ C 7a%s q'v SEAN— 350947 I b11I ty sol ely for the deal wn shown. The Ind t•bll I ty end use of thl.drawl ng for any structure I.the 8351 RovanaCrcle reopens'blllcy or the mb.11alnw Deal gni.-per AxsmirPm ,Sec.2. �Tj M W.`. A� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nrormatl on s this J obs s general s page and these web s n ALPI NE: www.al pinellto.co,, TPI: www.tpinsc.org; WTCA: www.sbclndustry.com; ICC:lwww.iccsafe.org SPACI NG 24.0" J REF— 1 VLD7 1 75204 FXP.12-41-14 ( 1115027--PARR FOREST GROVE —Riverside Pin 2885 Roof -- VERIFY VERIFY, OR — FGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101O14 for gable wind cladding load one face, and 24.0" span on opposite face. Top chord bracing requirements. must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT ll & Pf=21.17 psf. 4X5= i 4 r _ - _ 4 2-1-15 +9-0-0 , 2X4(A1)_ / 2X4(A1)-- 1-<-1-6-0—>•1 Lc--1-6-0-- 5-6-0 1-<-1-6-0—>•1 -1-6-0-- 5-6-0 5-6-0 fI< 11-0-0 Over Continuous Support R=161 PLF U=37 PLF W=11-0-0 RL=5/-5 PLF Note: Al I Plates Are 1. 5X4 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. �tID'RRoc TY: 1 OR/-/1/-/-/R/- Scale =. 5“/Ft. T1uss Components of Oregon 1503)357-2118 ”WARM NGI e w READ NO FOLLOW ALL NOTES ON THI s DRAWING! 825 N 4th Ave,Cornelius OR 97113 "I(PORTANT” FUND'SH THIS DRAWING To ALL CONTRACTORS I NCUBINB THE 1 NSTALLERS. �{,�*"' �� TC LL 25.0 PSF REF R7175- 65948 Trusses require extreme care In fabri call ng, handling, snipping, Installing and Israel ng. Refer to and follow t-- ,/' latest edition of BCS( (Building Component Safety Information, by TPI and WTCA)for safety practices prior /v 14659 TC DL 10.0 PSF DATE 11/05/15 1• o perform!n9 mese functions. tl no stall ersuctall Provide temporary brad ng Per BCS(. Unless noted o Cerwi se. 4I top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached n cid cel 1 i ng. Locatl ons shown for permanent I operal res i nt of w b al^have brat,ng i nstal I `er Boon , _,� BC DL 7.0 PSF DRW CAUSR7175 15309047 ,4 f se Ions B3, B)or B10, as appappl l cable. Apply pi aces to each face of Tru land rosi CI on shown above an II L J I the Joint Details, unless n o herwise. Refer ngs 1,60A-Zsforss a tl Plate Peaiteiana. BC LL I Alpine, a division of ITW Building Components Group Ina. shall responsible pr any deviahlnn from th,a a:c, _a 0.0 PSF CA-ENG CWC/CWC ^g, any fai I ure to bull d t wi th ANSI/TPI awl, or for handling. shi PPI ng, "Sy AN ITW COMPANY drawl l I ati on a bracing of trusses.trans i n conformance 9 'FC,7e�9�9 Qui,"" TOT. LD. 42.0 PSF Q 350967 A seal on this drool ng or<.ver page IIsting this drawing, 1naleaten ae<.pt.noo of orefawslon.l englneer!ng / SEQN-- esp<nslbiIIcy solely for the de.!gn sheen. Tl.eel tebll I ty snd see of this drawl ng for any structure Is the {� 8351 Rovana Circle respond awl 1 I ty of the Bu!I dl ng Des'goer per ANSI/TPI 1 See.2. r/1M Ww G�►�- DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see chi e J ob.a general notes page and these web SI hes: ALPINE: on.al pl nal to.com; TPI: www.epi nst.org; MICA: www.sbci ndustry.eon; ICC: www.I ccsafe.org EXP.12-31-15 SPACING 24.0" J REF- 1 VLD7175Z04 . ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - HGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hg t, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding Ioad one face, and 24.0" span on opposite face. Top chord bracing requirements. must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provide lateral wind bracing per ITWBCG wind bracing details or per lotd appil per ked-10 s10. 0n o. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead I Dad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= 4 1 4 Millil — 1-3-15 i *9-0-0 If / 2X4(A1)= 2X4(A1) 1. 5X4 III Lc---1-6-0� I<---1—6-0-->J L_ 3-0-0 ,I_ 3-0-0 J k6-0-0 Over Continuous Support -- - R=186 - R=186 PLF U=91 PLF W=6-0-0 RL=7/-7 PLF Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. 4 ..0, ; •• QTY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon 503)357-:,118 "WARNING!•• READ AND FOLLOW ALL NOTES ON nus DRAM NM 825N4tltAve,ComelTus01�97113 ••INPoRFANT•• FUNISN TMIB DRAIN NG TO ALL CONTRACTORS INCLUDING THE INBTALLERS, *"' �� TC LL 25.0 PSF REF R7175— 65949 _ Trusses rept.re a care in fabricating, handling, snipping, in tall l ng ane bracing. Refer to and follow /I' the latest edition extreme (Bul I di ng Component Safety Information. by sTPI end RSCA) for safety Practices prior �J 14859�9 TC DL 10.0 PSF DATE T.' o pchord sng mese punch ons. tachnsted structusharal proviee temporary bo[ ng per alI a ass noted attached se, �. 11/05/15 top nova ball have properly attached str to a rheadel`g and bottom chord snail have a prn Sorg a tacnetl rigid c Il ng. Locations shown for permanent lateral r of webs shall have bracing i e led per BCSI BC DL 7.0 PSF Ail L=4 =4 heti ons B3. BT or 610, as appnoted I cable. Ae. r plater to wenn taco trusstans post a on as sown above and on \ss DRW CAUSR7175 15309065 II L J I the Joint Details, unless n e o ble. se. Raper o to wl each ace160A-Zof for s dare plate positions. Al pi ma, a di vision of I TW Buil di ng Components Group Inc. shall not be response bl e f any deviation from Chi s •: .,.... BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW COMPANY drawl ng, any failure to fued the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, .v tel l ate on 6 bracing o trusses. A seal on this drawl ng or cover page listing this drawing, I ndl Bates acceptance of prof••..•n.l •ngi n••ri ng *4p),.r€r'r 7a 19�g Qw`p TOT. LD. 42.0 PSF SEQN— 350993 re•pon•Ibi l l tr sot elr for the de•Ign shown. The sult.bll I end use of this drawing for any structure I. e• 4 a�w� .. 8351RovanaCircle Iblllb of the Nulleing D.slgn.r per ANSI/IPI ,Sec.2. igMw•C�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see ani s,)ob•s general notes page and chase web r ALPINE: www.al pi Meitw.com; TPI: www.:gel nst.org: WTCA: www.abcindustry.co, ICC: www.Iccsafe.org EXP.12-31-15 SPACING 24.0" JREF— 1VLD7175Z04 $ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pi n 2885 Roof -- VERIFY VERI FY, OR - HG ) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) (Lumber Dur.Fac.=1.15 / Plate Dur.Fa c.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 71 plf at 0.00 to 71 plf at 3.00 Connectors in green lumber (g) designed using NDS/TPI reduction TC- From 71 plf at 3.00 to 71 plf at 6.00 factors. BC- From 7 plf at 0.00 to 7 plf at 6.00 BC- 170.34 Ib Conc. Load at 2.06, 4.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind Ioads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. 4X5= 4 — a 1 _.....=- 0 1-3-15 9-0-0 1. 5X4 III ofoi" 2X4(A1)= 2X4(A1)-- FcFc 3-0-0 >k 3-0-0 >1 L- 3-0-0 J_ 3-0-0 -J l6-0-0 Over 2 Supports R=401 U=6 W=5.5" R=408 U=6 W=5.5" Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. . i _ Tmss Components of 2 ••WARM NM p I.• TY: 1 OR/-/1/-/-/R/- Scal a 5"/Ft. p Oregon (971137- 118 READ ao FOLLOW ALL NOTES ON THIS Dann NC! C 825 N 4th Ave,Cornelius OR 97113 ••I IroRTANT•• FURNISH TNI B DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 25.0 PSF REF Trusses require a care In fabricating, handling, shipping, Installing antl bracing. Refer to and follow • R7175- 65950 the latest etli ti on ofrBCSI (Building Component Safety Informatl on, by TPI and MICA)for safe[ to Performing Lohse TproperlyonsIanstallers structu I eproeith t n properly a chs a lar 1 0.0 PSF DATE 11/05/15 op chord rfor snail have structural temporary brawl ng per SCSI Unless noted o i �� 14659 "7 TC DL properly aeeaenad a Brat ae.acm ng a.bottom chord ensu have a p1 nstr'y atcaehea� r ri SIJ cel I ng. Locatl ons shown for permanent I r I al nt of w hall ng a led lig, , i BC DL Ail PON': � I T1 seer,ons ss. m or mu as Ypel I ccabl e. Apply pl ates toeachface ofetru tan have ra` s e a.o^ 7.0 PSF DRW CAUSR7175 15309049 II l the nt Detan s, nl ess noted herwi se. Refer o drawl nos 160A- and rd itlon'a shown above gs Z for standard pl etc positions. I drawl ng. any Alpine. a division of ITR Building Components Group Inc. shall not be responsible F any daviati on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY I nstal II ati on da bracengoofutrusses.truss i n conformance wi th AN51/TPI 1, or for Handl f ng, sill ppi ng. •= -�- A seal on till•drool op er.over pep.I1stlna this drawl np, I ndl gates seeept.no•of prof•.slens! •noln..rine 4, e rf(; 7.1g�9 Q(Vr TOT. LD. 42.0 PSF SEAN- 350995 I el l l tr sol elr for the assign shown. The•ultebi litr and use of thl•drawing for any structure I•the • 8351 Rovana Circle r••P.n.l el n er or the eel I al no 0..I Doer per NISI rtvl t set.x. �t/ �ww`+ A DUR. FAC. 1. 15 FROM BB A Sacramento,CA 95828 f �t Far more n Orme on Lois job's general notes page and mese web sl Les: ALPINE: w.w.alpinei'te.tom t'TPI,wow.tpinst.ore; MTCA: ono.sbcindustry.cow: ICC: one.lccsefe.orq SPACING 24.0" J RE F- 1 VLD7 1 75204 EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pi n 2885 Roof -- VERIFY VERI FY, OR - I GE ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may bracing requirements. be notched 1.5" deep X 3.5" AT 48'I o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live length tabulated for 2X4 studs of the same grade. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III 1. 5X4 III 4 1---- , ull ■ 1-7-15 b 0-4-7i�il 4_9-0-0 i 2X4(A1)= 1.5 411 1.5X4 III 3-10-8 Over Continuous Support r R=127 PLF U=57 PLF W=3-10-8 RL=27 PLF Design Crit: IRC2O12/TPI -2OO7(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. QTY: 1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503))357-2118 •.WARNI NGI••READ Aro FOLLOW ALL NOTES ON THI s DRAW NG! 4 TF TC LL 825 N 4th Ave,Cornelius OR 97113 ••IIPDRTANT•• F11RNI SU TMI s OMtINB TO ALL CONTRACTORS I NCLUD!ND THE I NsrALLERs. 25.0 PSF REF R7175— 65951 Trusses require e e In fabricating, handling, shl poi ng, instal l l ng and br ins.Refer and folIoow the a t edition ofrRCS! (Bmlding Component Safety Information, by TPI and NrCA): safety practices pr ''" 14850�` *• TC DL 10.0 PSF DATE 11/05/15 S A to performing these functions.atlonstell struaProv,de temporary ry bracing per BCSI.aven l oproper,Y attachedse, l top chord shall these properly Instal structuralshee to to ane bottom chord stud h r,g,d ce,I,ng. ofcat,ahs shown for permanentI ateral re i n webs steal I M1 e brae,as I mita! ed attached '—t BC DL 7.0 PSF DRW CAUSR71 75 15309045 A rl 1=I to ,ons B3, al Bn O, as notepl d other Apply plates to each Onceof or and po spo on a ition above and o II L I stheec Joint Details, u lass n e o hebl s. se. Refer es to each nce of f Standard plate as sshowns. Al p,nes a di vi ai on of ITN I d,ng Components Group Ino. steal I not be responsible for any tlev,at,on from Chi s BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any fall urs OWuss In conformance with ANSI/TPI 1, or for handl a ng, stet poi ng, •' ' AN ITW COMPANY I nstal I ac,on b bract ng of trusses " A seal en this drawl n,or coyer page lasting this drawl ng. IndiDs.s.oe.ptenc.of pror...l.nal engln..rin, •9j ',cc.7,1099�QiR,�.v TOT. LD. 42.0 PSF SEQN— 350987 reasons!Di l l ty sol ely for the deal an shown. The sml tans Ity end u..or thl•drawl ng for any structure Is the a 8351 RovanaCvck r••pon.lmuty or the Sul Iding Designer per ANSI/TPI ,See.:. OUR. FAC. 1. 15 Sacramento,CA 95828 for more nformati on r thin job's general notes page and these web= �rj'�NW.C�►QD FROM BB ALPINE: www.al pineiltw.eon; TPI: www.ipinseorg; USA: so..000;nd000my 000; ICC:Iwww.Iccsafe.org EXP,12-31-15 SPACI NG 24.0" JREF— 1VLD7175ZO4 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - I ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 1.5X4 III 4 1---- r i �_' 1-7-15 0-4-7 �� 9-0-0 2X4(Al)= 1.5X4111 k 3-8-122 [<-3-10-8 Over 2 Supports - R=170 R=159 U=3 RL=21 Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. . - .. ,� QTY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:,118 '•WARM NGI w•READ AID FOLLOW ALL NOTES au THIS DRAPING! rG� RF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT*. Fl RNI31 THI s DRAW'NG TO ALL wNrRncrORs I mum!NB THE I RSTALrFns. REF 87175 65952 Trusses require extreme care In fabri call ng, handl ing, shi poi ng, in talIingg and bracing. Refer to and follow ` the latest edition of SCSI (Ballding Component safety Information, by TPI an VTCA) f safety practices prior 4�/ 1 4.3N. TC DL 10.0 PSF DATE 11/05/15 o performing chord she these(properly attacheInstald structural provide temporary bracing Per SCSI. acnlass noted attached achedotherwise, top d II have properly a acM1etl sir uta sheathing and bort chord shall have a properly a i M1etl r" rigid calling. Locations shown for permanent lateral restraint f webs shall have bracing Installed per BCSI ,4 —,� sections Ba, BT or B,a, as applicable. Apply plates e°each face of for standard position`,a shown above and on BC DL 7.0 PSF DRW CAUSR7175 15309044 UJ I e Joint Details, unless noted otherwise. Refer t drawl nes 160A-Z for dartl plate p°a;ti ons. BC LL I Alpin°, a division of ITV Sul I,ng Components Group Inc. shall not be responsibla for any deviation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to buil the truss in conformance with ANSI/TPI 1, andli ng, shipping, AN ITWCOMR4NV inatallatimn d bracing of trusses. °r`°r b fen T''go9 1:p`mf TOT. LD. 42.0 PSF SEQN— 350984 A seal on this drawl ng or cover peg.II sting this drawl ng, I ndl cotes acme I anal anal neer!ng WI .opens!blllty solely for the noelgn aba.n. The sal t.blIIty and use of this drawl ng for any structure Is he FROM BB ass!RDyana cult "empanel bl I I ty of the Bul I dl ng Beal per ANSI ITP! 1 Sec.2. sl/,�N w.CH�'Q DUR. FAC. 1. 15 r Sacramento,CA 95828 For more I nfornati on see chis job's general notes page and these web sI tesi ALPINE: www.al pimai tw.core: TPI: no..chi nstor, CTCA: www.sbcinduzcry.cow ICG: reale.iccsafe.org FXP.12-41-15 SPACING 24.0'I JREF- 1VLD7175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside Pin 2885 Roof -- VERIFY VERIFY, OR - J ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(ganywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead Ioad is 2.00. 1.5X4 III r ar i 1-7-15 ■ 101111111111111111111111111 1.5X4 III 2X4(A1) 1-6-0—>i 3-10-4 '"12 H4-0-0 Over 2 Supports -H R=316 U=1 W=5.5" RL=30 R=137 U=1 Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=29'8(0%)/4(0) 15.01.01.0 -..", _ ,�� QTY:4 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 503 357-2118 •nWARNI NGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWING: REF R7175 65953 po ••IIPDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTOR$INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius O 97113 `yeti TC LL 25.0 PSF Trusses retlii re extreme care n fabricat ing, handl I ng, sni ppl ng, n calling and Craci ng. Refer to and fol low ` 1 e tion of BCSI (Bul101ng Component Safety Information, ny TPH and WTCA)for safety practices prior 47 d 1 4659�"� TC DL 1 0.0 PSF DATE 11/05/15 T. o pchord ing mese functions.attached lers structu a eraI vi de temporary brat racing per BCSI.av ON ess noted otherwl . / . top chord small have properly a tamed st rural sheathing and Dnt chord spall have a properly attached C V BC DL 7.0 PSF rl gd cal 1 ng. Locatl ons shaven for permanent I t restr of webs sha^ have D acl ng i nstal I ed per SCSI DRW CAUSR7175 15309046 ,4 r �� sect!ons B3, BJ Sr B10, as ppllcaDeeW1 se. Refer pi aces l to each face or standard and position a shown above on A II Q 1 the Joint Detail unless noted otn r Refer to drxwi ngs 160A-Z fr andard lace p paaltlens. _ BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of RTW Hui lding Components Group Inc_ shell t be responsible for any devi ati an from this ung, any f iI ure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY 1 stat I ati on&abraci ng of trusses. ,f 4g mvry TOT. LD. 42.0 PSF SEQN- 350989 A••.H on this drool op or BBvBr pogo n•tIBR<m s drool op, IBdi*otos.00•pt.noo or pror.••Iono! •ngIneer!nR 9 Q 7,19 �4 .spans:6111 tY of the Sul the 0•slig sheen. TheNSI 5BIt1bIiI y end use of this drawl ng for any structure 1•the �,s►j�dMrvw��PQQ DUR. FAC. 1. 15 FROM BB r 8351 Rovana Circle rapen•I bl 1I<Y of<n•dl REI ng Desi Rn•r per NISI/TPI t See.z. Sacramento.CA 95828 For more nfarma an this JmD a general notes e indust these wen al tea: SPACI NG 24.0" JREF- 1VLD7175Z04 ALPINE: www.al pi neilcw.com,tlTPl see pi est.org; RICA: www.z us ry.con; ICC: www.iresale.org FYP 12- -15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Ri versi de Pi n 2885 Roof -- VERIFY VERI FY, OR - K ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 1. 5X4 III 4 • 1 111'I 0-11-15 1. 5X4 III9 0-0 2X4(A1) -- 1<--1-6-0-->1 --1-10-4--ort 2 2-0-0 Over 2 Supports 1` 'I R=259 U=15 W=5.5" R=32 U=4 Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 - QTY:6 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-2118 ...WARM MGI••READ Aw FDLLAN ALL NOTES ON THIS DRAM NCI 825 N 4th Ave,Cornelius OR 97113 ••ItroRrANt•• RANI BN THIS DRONING TO ALL CONTRACTORS OORs I NDLUD:NG THE l NsrALLeRs. •r,�� 'op*. TC LL 25.0 PSF REF R7175- 65954 Trusses ragui re e care in fabrl cati ng, handling, shi ppl ng, Ing and bracing, Refer to and follow the latest edition ofrSCSI (Building Component Safety Information, bysTPI'and AICA)for safety practices b TC DL 11/05/15 o pe ruing these fun ti s� =nshallersuchale era ide[ensp^raToy w ing per BC51. Unless noted ortM1erwlpsenr iir 1 4659�1 ' 1 0.0 PSF DATE ['p chord sh ll a properlyy a ac ed str tural sheathing an`bot `chord shall have a properly a Cached BC DL r`id ceiling. Locations sh n for permanent, res f °p shall have bracing installed per BCSr 7.0 PSF DRW CAUSR7175 15309061 .4 O�� se ions B3 B]Sr asn�pp„cable. Apply pl steal to each face�f truss standard osi ti on a shown above and on 1 II L I the Joint Detail ted otherwise. Refer to drawings 160A-Z f plate positions. Alpine, a division of ITN Building Components Group Inc. shell t be responsible f any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall Ore to build the truss in c with ANSI/TPI 1, or for M1 °ng, shi ppl mg, •: AN ITW COMPANY I natal I ati on&bract ng of trusses. \\\°"f°'"°"`° a"°'I /aa 9 TOT. LD. 42.0 PSF A...l en this drawing or<over page Il atl ng this drawl ng. I nal Gates sea gt.n<a of prof«•I onal .nglnearing 4, vt 7,tS'" aa' S EQN— 350991 •pons:bl l l ty solely for tee deal gn shown, Tee Sul teal II ty end u.e of thio drawl ng for.ny structure Is the Q t 8351 RovanaCrcle rspenalblll[Y of the Building Mei per ANSI /5e<.2. //OW.faal�b DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For on chi s g ob•s general s bpage and these web s VP ALPINE: www. pineibe.con:t'TPI see chi nst.org; AICA: www,z industry,00m; ICC:iwww,,ccsafe.org FYP SPACING 24.0" J RE F- 1 VLD7 1 7 SZ04 12.31-15 -- - • - ,- r 1 „,.,, c ':', 0, -,'''' '2 :7 1 t V, I r I '' i 1 ''' ''• 2-1 - • ' 1 .- , :.,t- f. rl IS-, I_ i ,,,. ..,' I :, , , c...„, I0, ' 1 „-.I , '' -t,--2 I I' •-• 11, •1-- '•;,-'' ,..: -• !! I r, .ii .1 ,-t Jj'i IT ;' I 7, ,•_1„i- , ,72 -, , _ -,,,,, .-:-. ._I ' •-. .....1 1, , ;.;,„, - .J. ,,7 --• - ;---, 0 I;''. ? 'LI '',.1 '-- I .'' . 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RECEIVED aCT 20 2016 . , ' x X r x X 4 I_. �^ p D 3'1I': _ CI1Di/ GARU1 C7J � T U ON � J I . 2x4 GIRDER TRUSS. y =u) • wa- H. `�� • W m \ : U 11_1 (n S Cn . ® E Do DE' � o c K1 _� O� ZI— . . •• •. •. • r. •• . . c,_ % , „_, $5, 1* 6 I 6 1 , co >co N O 0 0 . — W J O_ [n 0) W WW W LL UI G LI-0- O•-W1-1 C_C:>Ql FLUSH BEAM) ,x ` x k L •cn T X x k k W m PI Ci X x X K m W N O X % k.-^C 0 W owa:-o 14-pow 17-----2------- co o U D CC CO x x x x .— `Y N W 0 / ,-` JOB N0: 1115026 1 PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VLC7175Z1405090056 Truss Fabricator: Truss Components of Oregon Job Identification: 1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR ;D PAppF Model Code: I RC; *01/4 Truss Criteria: IRC2012/TPI-2007(STD);CUSTON/TPI-2007(STD);CUSTON/TPI-2002(STD) c&.040°111"--4`..N. Engineering Software: Alpine proprietary truss analysis software. Version 15.01. 14&59 r' Truss Design Loads: Roof - 42 PSF @ 1.15 Duration owito Floor - 57 PSF @ 1.00 Duration • rr, Wind - 120 MPH (ASCE 7-10-Closed) Notes: 9j Ar 7,1 Q 0 4;4 'MN COI 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of EXP.12 31 15 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: STRBRIBR- Submitted by CNC 09:00:32 11-05-2015 Reviewer: CNC $ $ # Ref Description Drawing# Date 1 63611--AGE 15309031 11/05/15 2 63612--A 15309032 11/05/15 3 63613--D 15309033 11/05/15 4 63614--D1 15309034 11/05/15 5 63615--LG 15309035 11/05/15 6 63616--KG 15309036 11/05/15 7 63617--E 15309037 11/05/15 8 63618--G 15309038 11/05/15 9 63619--H 15309039 11/05/15 10 63620--HGE 15309040 11/05/15 11 63621--CGE 15309041 11/05/15 12 63622--C 15309042 11/05/15 13 63623--JGE 15309043 11/05/15 14 63624--J 15309044 11/05/15 15 63625--I 15309045 11/05/15 16 63626--XGE 15309046 11/05/15 17 63627--F 15309047 11/05/15 18 63628--M 15309048 11/05/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A f our trusses -- VERFI Y VERT FY, OR - AGE) Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chord 4x2 HF #1&Bet. :B2 4x2 HF #2: Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/480 Iive and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. Sheathi ng i s required for any I ongi tudi nal (drag) forces. All connections to be designed by the building designer. Fasten rated sheathi ng to one face of thi s frame. • W=3X5 T2 1-6-0 1 L - - - - - .. 1-6-0 // // ������//������//������������� +9-0-0 0 0 1.5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 1.5X3 III 1. 5X3 III 1. 5X3 III 1.5X3 III 1. 5X3 III 1.5X3 III 62 1. 5X3 III 1.5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III W=3X5= 1. 5X3111 1.5X3111 1. 5X3111 0"121. 5X3 III --11- 28-2-8 0"12 -r i-` 28-4-0 Over Conti nuous Support >I R=114 PLF W=28-4-0 Note: Al I Plates Are 2X4 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. $ t•;,,ti RR0,1`E. TY: 1 OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon 1503)357-2118 ••WARM NGI••READ Aro FOLLOW ALL NOTES ON TO s DRAM NG! 825N4thAve,ComeltusO1297113 ••IIPoRfANr•• FIANa,sN TMIs DRAWING TO ALL CONTRACTORS INDUCING THE INSTA,1ENs. ti�'F1"!'- 4. TC LL 40.0 PSF REF R7175- 63611 Trusses usses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow r/f'- t.`hep I rforni edi t1 C5B fu 9csl o(Rul l di ng Compoersnent Safety Information, by TPI and NTCA)for safety practices pr;or w 1 4859 '4 TC DL B1 g I Tu.. l . Iestructural prae;de ng temporary bratom;ho per alI avena pr pared ata �,. 10.0 PSF DATE 11/05/15 cop chord shall these properly attached sv ural sbea[hi to dna bottom chord ehaii a Pronoted attached rigid c 1l ng. Locations shownforpermanent latera f webs=hall a have ;n Iledper BCSI ,Narb BC DL 7.0 PSF Ar 11 O`lI N I ecu ons IaT or as epee;ohe e. r p1 acts to each l fade of trussans pus;c;to as shown above and an DRW CAUSR7175 15309031 II L J I the Joan[Details, unless noted other.!e. se. Refer o drawings ace of for standard place positions. I Alpine, a di..Islon of ITN Building Components Group Ins. shall not he responsible for any deviation from this R.7'"-.- BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY cnswi ng, any failure to build the tress In conformance with ANSI/TPI 1, or for handling, sh;ppi ng, ,v tau eat;on&brat;ng of trusses. A...I on thin drawl no or..cur pug.IIstino thin droolno, Indicotes'weep t.ne.of profusion.' engineering '9/�, f�7a 19$°' Q��' TOT. LD. 57.0 PSF SEQN- 350873 �,,, reopens'bl IItr solely for the ase pn shown. The sol tab!IIty•nd use of thin drew'no for any structure Is the 8351 Roma Circle reopens'blllty of the WIIdino Desi goer per ANSI fini ,Sec.2. y� DOR. FAC. 1.00 FROM BB r Sacramtnto,CA95828 For more nrorma on chis,aoh's general s page dna t wan s T'�it.�p��Q ALPINE: no al pineiltw.com;tiT gwww.tpinst.org; NTCA: www.sbcineustry corn; ICC:'www.iccsafe.org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE —Plan 2885 A floor trusses -- VERFIY VERIFY, OR — A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #1&Bet. :T2 4x2 HF #2: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 :82 4x2 HF #1&Bet.: bridging recommendations. Webs 4x2 DF-L Std/Stud Max JT VERT DEFL: LL: 0.34" DL: 0.37". See detail DEFLCAMB1014 for Negative reaction(s) of -230# MAX. (See below) from a non-wind load case requires uplift connection. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 5-3-0 13-0-0 24.5" 30" T -- -- 7-10-8 1 f yp -I 3X5= 3X5= 4X12= 3X5= W=3X5= 3X5= T2 3X10= 1 0 a �+ \\ _, \ _t 1-6-0 B2 9-0-0 J_ 3X5= 3X5= 4X12= W=3X5= 4X12= 3X5= 3X10= 3X7- { o„1< 7-10-8 � 20-5-8 ›.1 s"B +2-6-12 _I_2-6-12 2-7-8 2-6-12 _2-6-12 J_2-6-12 J_2-6-12 ,L,2-2-0 2-7-8 2-6-12 2-6-12 0p12 5-2-4 A` J 2-7-8 5-1-8 T 5-1-8 1 2-2-0�I` 2-7-8 I 5-2-4 I I` 28-4-0 Over 3 Supports R=336/-230 R=2141 W=5.5" R=1008 W=1.5"(++) Note: AlI Plates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 1Y. p2NRpFT : 3 OR/ /1/-/ /R/- Scale =.25"/Ft.RTTuss Components of Oregon ((503))357-2118 "WARNING]'•READ AND FOLLOW ALL ROTES ON THIS DRAM NG! 825N4d1Ave,CornelTusO1297113 ••IMPORTANT•• FURNISH THIS ORM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �' M TC LL 40.0 PSF REF R7175— 63612 Trusses require care in fabricating, handling, shipping, installing and bracing. Refer to ane follow `'f"- the t editioneofrB0, (Baild,ng Cempanent Safety Infornatian, by TPI and WTCA) for safety prat,res prior <4 1 46 59 9 . TC DL 1 0.0 PSF DATE 1 1/05/1 5 o pchord Sha I have functions.attached Installers a eraproe,ee temporaryaatom chord per alI a Cas pored attached a„"- — too chord shau have properly a nr as err carat s ispa bottom bracing rn8C nage a ss noted attached rigld ce ling. Locations shown for permanent 1 a sresr f webs a I have brat,ng n alIedtper BCSI 1 BC DL 7.0 PSF ,4 r �O`� t' e=a one 83, BT or BTO, as Cpl I cebl e. Apply pl•teal to each face of trusspe pose t,on as shown above aha on ire' DRW CAUSR7175 15309032— II J I the Joint Details, unless n d otherwise. Refer drawings 160A-2 for standard plate positions. t Aa'::4: a diBa"an of IT. Beitdb,ng 6ompnanta Group Ina. anal, at Da ranpgna,Dla far anY da.,ar,an from th„ .r BC LL 0.0 PSF CA-ENG CWC/CWC i ng, anY Ere a Dui l d e russ i n c wl th ANSI RPI t, o an dl i ng, sni ppi ng, v AN ITR COMPANY i natal l nt,on A braci ng of Trusses. anferman<e ar h .�C'7a 1g8q Q�v TOT. LD. 57.0 PSF A...I on tin.drawlny or senor vos naanG col.drawl rig, Inm..n..dewe.ae.of prar..adna .nyln..rltg �•n h SEAN— 350871 aspens)nl l l ty sal Cly for the d•sl an shown. The Sul teal l l ty and use of this drawl ng for any•trueture Is en• 8351 Rovana Circle r•aPenal el I I ey of en•Iwl I al ng Desi goer per ANSI/TN 1 sap,:. V1'4 W �P` DUR. FAC. 1.00 Sacramento, 95828 1/ e G FROM BB For more,nformati on s chis job's general notes page and these web s ALPINE: www.al pineltw.com; TPI: maw.tpinst.org: MTCA: www.sbcindustry.con: ICC,1www.iccsafe.org EXP.12-31-15 SPACI NG 24.0” JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - D) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for bracing and Bot chord 4x2 DF-L #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Max JT VERT DEFL: LL: 0.49" DL: 0.35". See detail DEFLCAMB1014 for camber recommendati ons. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Trusses to be spaced at 16.0" OC maximum. factor for dead load is 1.50. Truss must be installed as shown with top chord up. I.- 13-0-0 —13.5" T' I— 10-4-8 30" Typ. H W=3X5= 3X10= 3X5= 3X3= 3X5= 3X10= 1_6_0 : 1+ , 9-0-0 i _3X53X53X104X5= 4X5= W=H0308 o"72 L2-6-12 _I_ 2-6-12 .I< 2-6-12 2-6-12 2-7-8 1-3-1I< 2-6-12 2-6-12 2-6-12 _I_ 2-6-12 'I5-2-4 5-1-8 2-7-8 -3 5-1-8 5-2-4I, 24-6-0 Over 2 Supports J R=931 W=5.5" �I R=931 W=5.5" Note: All Plates Are 1.5X3 Except As Shown. Desi gn Crit: I RC2012/TPI —2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=10%(09'8)/4(0) 15.01.01.0 — QTY:8 OR/—/1/—/—/R/— Scale =. 3125"/Ft. Truss Components of Oregon (503)357-1,118 '*WARM NGI•• READ AND FOLLIN Ali NOTES ON TRI s DRAM NG! 825 N 401 Ave,Cornelius OR 97113 ••I NPORFANr•• nmxl sR TNI s DRAM NB TO ALL coxrRAerORs INCWDI NG THE I NSTALLFxs. ��(w F TC L L 40.0 PSF Tresses regal re e care;n fabr;cat;ng, handling, sh, REF R7175- 63613 the latest edi ti on oTrBcsl (Bulltlin tom ppI^9. Installing and brat;ng. Refer to and follow :perferm;n these functions. t a g psh[Safety lertempo on, by TEl and WTCA) for safety o hefWisler TC DL 1 0.0 PSF DATE 11/05/15 9 eh Lestalles sM1all provide temporary bracing per BCSI. Unless noted o Se/ 14659 Fm,, top chord shall have properly attached structural sheathing and bottom chord shall a properly attached Q V Ji rigid calling. Locations shown for permanent lateral restraint of w hall have have Installed`per SCSI t" BC DL 7.0 PSF A11 ,Lo�O N ,r s�: ens BB BT or BnDessSnotedlotble. Appl4 viae::to each hoe or una p^s;t,e:as:hewn above and on DRW CAUSR7175 75309033 I e Joint Details herwi e. Refer o drawl ngz 160A-Z fors:antlard plate po si cl ons. I drawl Alpine, a danyi v;s;on ureof ITW Bu;I di theng Component:Group Inc. shall not be responsible for any devi at;an from this -. BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW COMPANY I natal o tl on 8 bract ng aryl trusses.truss I n conformance vel th ANSI/TPI 1, or for handl;ng, sh;pp;ng, p7--p A sal on this drawl np or eev.r p.g.I I etl no this drawl no, I ndl oaes acceptance of profssI onsl .nal nearing •4. $g Lam' TOT. LD. 57.0 PSF SEQN— 350888 w IelIIty col ely for the design shown. The eel taelllty end use of till.drawing for any structure Is the �/ r•7m 19 Q�v 8351 Rovana Circle respond PI II ty of the Elul I di no Deal finer per ANSI/TPI 1 Sat.2. --!n1 pw,Q DUR. FAC. 1.00 FROM BB • Sacramento,CA 95828 For more nformat;on: chi s Jobs general s page and chase web s Oh, ,..„t3 G�O ALPINE: www.al pinelltw.com: TPI: www.tpinst_org: WTCA: www.sbcinduscry.coal; ICC: www.icoast,.org SPACING 1 6.0" J RE F— 1 VLC7 1 7 5Z 1 4 EXP.12 31-± THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERI FY, OR - D1) Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 DF-L #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Max JT VERT DEFL: LL: 0.47" DL: 0.33". See detail DEFLCAMB1014 for camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/480 Iive and L/360 total I oad. Creep i ncrease Trusses to be spaced at 16.0" OC maximum. factor for dead load is 1.50. Truss must be installed as shown with top chord up. r 13-0-0 10.5' I— 10-4-8 -{ 1.... 30" Typ. i I 3X5= W=3X5= 3X10= 3X3= 3X5= 3X10= 1-6-0 ...„....„..------..„,,,L1 71+ T 3X5= 3X10= 3X5= 3X5= W=H0308= 3X10= 3X5= o"12 2-6-12 2-6-12 >1., 2-6-12 _I_ 2-6-12 2-7-8 1' 2-6-12 - 2-6-12 12-6-12 2-6-12 5-2-4 5-1-8 2-7-8 'I�1' m 51-8 '1 5-2-4 24-3-0 Over 2 Supports >{ R=921 W=2.5" R=921 W=5.5" Note: All Plates Are 1.5X3 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:4 OR/ /1/-/ /R/- Scale 3125"/Ft. Truss Components Cornelius 503)357-2118 **WARM NGI••READ am Fonar Au NOTES ON nils MWINGI OD ape 825N4thAve,Comelms01�97113 "IMPORTANT" FURNISH THIS MUNI NG TO ALL CONTRACTORS INCWaING THE INSTALLERS. TC LL 40.0 PSF REF R7175- 63614 Trusses require a fabricating, handling, shi pal ng. Installing and bracing. Refer to and follow • the lates<em cion ofrecsl`�a,iieing component safety Information. by TPI and NTCA>far safety Practices Prior ' TC DL 10.0 0 PSF DATE o Performing these functl ons. InstallersucM1ala provi de temporary brad ng per BCSI.have ess noted otterwi se, � 11/05/15 top chord sbali"have proper!y attached structural s Ing anti bottom chord shall j'kw VVV JJJ FFF • Ti. r19id tie Ing. Locations shown for permanent I a" o " a Properly a acM1etl BC DL sections B3, B7 or B10, Oast of wes s"ali have bran'ns 1 nota'I ad Per GcooI 7.0 PSF DRW CAUSR7175 15309034 All wapplicable. Apply plates CO eat"Pace of trussand position a shown above a A II . Q)�'` I I heJoi nc Dotal is son nl esssno d o eravi se. Refer to drawings 160A-Z forstandardplate poli ti ons. n n II MLI, ' \VI I tAIpine. a f ITV BuiIding Components Group Inn. shall not be responsible for any deviation from chid BC LL 0.0 PSF CA-ENG CWC/CWC AN ITN COMPANY s drawl ng, any f I I ure to bul I d r i n conformance wl t"ANSI/TPI 1, or for handl I ng, shi ppi ng, �.._ Aal lata on 6 bracing of trusses. sal on tni•drawlnp or*oar P.R.II•ting this drawl a, Indieats.aee.pt•na.of profs•lenalsalnsrin ''l TOT. LD. 57.0 PSF SEQN-rs�s �' Q 350890 ,. .•pensibi l l ty solely for the dol gn shown. The.ult.bl l l ty and us*of this drawing For any strcure I•no �/ '�r•Ta'gL p 8351 Rovana Circle r.ap•n.i eI n ty or tn•Ia1 l al ng 11..1 Rn.r per ANSI rtP, ,sea,z. iS��` L /� pQ DUR. FAC. 1.00 FROM BB • Sacramento,CA 95828 For more nformati ons chis Jobs general s page and these web sl tea: �q��Y� ALPINE: www.al pinelltw.coin; TPI: sw.tpinst.org; VTCA: www.sbcindustry.corn; ICC: www.lccsafe.org SPACI NG 16.0" JREF- 1VLC7175Z14 EXP.12 31-1-5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERIFY, OR - LG) chord 2x4 DF-L Bot chord 2x6 HF SS B2 B2f2x40DF-L2#1&Bet.: #1&Bet. : 2 COMPLETE TRUSSES REQUIRED t Webs 2x4 DF-L Std/Stud Nail Schedul e:0.120"x3", min. nails :W2, W4, W6, W8, W10, W12 2x4 DF-L #2: Top Chord: 1 Row 02.00" o.c. Special I odds Bot Chord: 1 Row @ 6.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row a 4" o.c. ne equal spacing dtsplrows and stagger nails TC- From 70 plf at 0.00 to 70 plf at 24.50 i BC- From 14 plf at 0.00 to 14 plf at 24.50 n each row to avoid spli tti ng. BC- 3726.46 Ib Conc. Load at 6.80 Negative reactions) of -2386# MAX. (See below) from a non-wind load 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located case requi res uplift connecti on. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Cres increase Max JT VERT DEFL: LL: 0.38" DL: 0.41". See detail DEFLCAMB1014 for factor for dead load is 1.50. P camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. The TC of this truss shall be braced wi th attached spans at 24" OC i n lieu of structural sheathing. Truss must be installed as shown wi th top chord up. NOTE: UPLIFT REACTION. Truss designed using vertical JT PLATE LATERAL CHORD Norestraint as shown below (R=-2386). Engineer of record shall SIZE 2. 0T 1BI .25 [ design connections and structure to resist uplift reactions. 1] W3X7 2.50 L 1.25 Engineer of record must review and approve this design prior to [12] W4X5 S 1.25 fabrication. [12] W3X7 2.25 L 1.25 [16] W3X7 2.25 R 1.25 [19] W4X5 2.00 L 1.75 [20] W3X10 S 1.75 [23] W3X5 S 3.00 3X10= 3X7[5]= 1.5X3111 4X5[11]= 3X5= 3X7[16]= 3X10= 3X10[20]= 1-6-0 W• NIW2 mo ma---i111101111111111111111111111111111 12 1-6-0 3X5111 3X10= 6X10= H0508= 623X10= - 3X7[12]= 4X5[19]= 3X5[23] III Lc 20-6-8 >lc 3-11-8 >i -1"JJJ3-7-0-12 11-2 I.< i1T 3-3-8 I 3-3-8 4-8-2 4-8-2 + 4-8-2 m 3- IL` 2 24-6-0 Over 3 Supports R=2975 W=5.5" -I R=5111 W=5.5" R=-2386 U=2 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 ( ) ( ) 15.01.01. CnVRopE Y: 1 OR/-/1/-/-/R/- Scale =.3125"/Ft. _ Truss Components of Oregon (503)357-2118 Wave ...WARN'NGI••REM NO FOLLOW ALL /R = %11 DRAWING! %) 3615 825 N 4th Ave,Cornelms 01297113 ••IIPORTANr•• FURNISH 71115 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TC LL 25.0 PSF REF "=Sas regm re a trams care in fab �\ R7175- iV the lacest etli it on of SCSI (Bui ltlin Component cl ng, ^angling, snipping, Installing antl bracing. Refer[o antl follow �� 6 /� gSifetY Infarmatlon, by TPI and W CA) for safetyDeac[Icea pylar TC DL 1 0.0 PSF pe rfarmi ng tM1eae fanctans. Ina[all era shall praei tle temporary bra cl ng par BCSI. Dnl aaa n atherwi ae. r- DATE 11/05/15 [op cM1ortl shall M1a a properly attacM1etl sty cu a sheatnl Cg ant bots m c tl mall have a properly a tacnetl rlgitl ceiling. Locelions Shawn Por permanent 1°[erel ° mall ^ave bra<Ing Ins[alletltper BC51 � � BC DL PO I • e ons B3, Bl or Bit es oeLpoQicLble. Apply ple[Ls[o each facePofetru tantl post ti on as shown above antl°n 7.0 PSF DRW CAUSR7175 15309035 .4(7 Illl L J I TM1e Jol nt Details, u less n o herwi se. Refer o Erawi ngs 160A-Z fors antle rtl plata Do si[l ons. I Alpine, a tlivlaipn of ITw Bailtling Cpmppnant•6rpap Inc. ,^all np!be responsible f any d.°iatipn fr°m rule BC LL 0.0 PSF CA-ENG CWC/CWC tl wing, any;T,::7.:00.=:::truss In c •'-' -'�' AN ITW COMPANY I nzcal I as on conformance wl cM1 ANSI/TPI 1, or for Handl ing, ani epi ng, 'lV A•s.al on thi•drawing or cower page IIsting title drawl no Indleaten accept.ha*of prof...i.na1 engln..r'NI OP t ,FC 7,19$9qQ�r`A TOT. LD. 42.0 PSF SEQN- 350865 spa al bl l l ty*el sly for the deal pn shown. The Sul reel l I ty and use of thl•drawl ng for any structure I. he 8351 Rovana Circle r••P•n•I bl lity of the Dui l.I ng Deal Omar par AN:I.,pI ,Sec.2. r/dprya Ct4A DUR. FAC. 1. 15 FROM BB Sacramento,CA 9582R F°r n inf°rmaci an a LM1iz Joba general n ALPINE: www.alpl mei tw.Com; TPI: www s page antl these web .LDl macs org; wrcA: www.abm naaa[ry.con; ICCs www.,«aa re.org EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - KG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. Bot chord 2x4 DF-L 2400.-2.OE 2 COMPLETE TRUSSES REQUI RED 1 ( t Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nai I Schedul e:0.120"x3", mi n. mai I s Special loads Top Chord: 1 Row w 1.50" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 1 Row w12.00" o.c. Uses TC- From 35 plf at 0.00 to 35 plf at 9.33 1 Row 4" n.c. ne equal spacing dtspli rows and stagger nails BC- From 7 plf at 0.00 to 7 plf at 9.33 i TC- 1001.66 I b Conc. Load at 0.60, 2.60, 4.60, 6.60 n each row to avoid sptti ng, 8.60 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 647.77 Ib Conc. Load at 3.31, 4.98, 6.98 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS. DL=4.2 psf. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. JT PLATE LATERAL CHORD The TC of thi s truss shall be braced wi th attached spans at 24" OC in No SIZE SHI FT BITE [ 1] W4X5 1.75 L 1.25 lieu of structural sheathing. [ 4] W4X5 1.75 R 1.25 [13] W4X5 1.75 L 1.25 [14] W4X5 1.75 R 1.25 4X5[1]= 2X4 III 4X5[14] , 0 0 0 0 1-6-0 W2 6.0 / 0 0 0I I 4_9-0-0 / 4X5[4]= 4X5[13]= 3X5111 3X5 III 1"12 2-3-2 '•c9 2>< 1-7-8 :--< 1-8-0 s to --c >< 2-4-14 1�z 2-3-2 91, 5"10 2-3-2 i 2 9-4-0 Over 2 Supports R=3617 W=5.5" R=3726 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2°/6(0°x)/4(0) 15.01.01. w• Truss Components of Oregon (503)357-2118 ••waw,NGI••READ AND ,�RRaA� TY: 1 OR/-/1/ /-/R/ Sca I e 5"/Ft. 825 N 4th R 1 FOLIO/w ALL NOTES ON This WINNING! = Ave,Cornelius O 97 13 ••IMPORTANT•• FORM SN TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �C*e: e TC LL 25.0 PSF ate, a trema care I n fabri caH ng, M1endl i ng, sn;epi ng, I n ta, ;ng and brat;ng. Refer to and aw cya�/„ REF R7175 63616 _ the t e n of BC51 (But I di ng Component Safety I nfornati on, b sTPI a ) io 14659�`1 .4011164 � performing mese fan<tiana. tlonatallera"mala eraylde t y d w cA far aafet oira<tt<ea prior TC DL 10.0 PSF DATE 11/05/15 Cop cM1ard small t t enporary bracing per BC51. Unless etl o nerwl se. e properly a acnetl s r coral sM1ea[M1l ng antl bottom cM1ortl shell M1ave a properly a to<M1ed (� I l A ' r'cta csi B3^9BJ orcBl O�nassM1own f r permanent I f Tal restraint of webs sM1all nave bracing installetltper BC51 ,,uf.� BC DL .4(1 I�J�I \ III °AI on otadi Cable APPIy pi avis co sato r.<e of cur stand pool ti on as snows above aha on 7.0 PSF DRW CAUSR7175 15309036 LL11 VV I e Jol nc Deceits, unless n o M1erwi se. Refer o drawings 16°A-Z T anderd plate post t;ons. pine, a di vi al an of ITR B011di ng Cowpanwnta°rasp In<. Hall mat be any deol atl an frau ante .< BC LL 0.0 PSF CA-ENG CWC/CWC tll any.allure to build Rt esponsi man f AN ITW COMPANY ;nrstangI l act on a bra.no or trusses TOS'"conformance.;cn AN51/TPI T,rof Tor ming, an;epi nq, �' V A seal en this drawl ng or eee•r pogo n•ting thl•drool ng. 1ndl cote..ee.pt.nee of prefo•alon.l amp'nearing 9/.A. •7,19$9 Q'j(f`" TOT. LD. 42.0 PSF SEAN- 350857 .. Ibl,Icy sal aly for the deal gn shown. Th.eel tabs II ty and tom of thl•drawl ng for any structure I•the V Q 835,ento,C Circle ra•pon•Iblllty of the Hui ld,ng Deal giver par Axsl/TFI ,sal.:. r/,q�/w•G ' DUD. FAC. 1. 15 FROM BB Sacramento,CA 95828 Form b ALPINE: www.el pl nei'tw.conetiTPl:s www is Jo s general s page and inose web pi nst.org; AICA: www.sbcl ntlusiry.tom; ICC:51www.l ccsafe.org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE —PI an 2885 A floor trusses -- VERFI Y VERT FY, OR — E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #1&Bet. Bot chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendations. Deflection meets L/480 live and L/360 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live factor for dead load is 1.50. load applied per IRC-12 section 301.5. Truss must be installed as shown with top chord up. I` 7-10-8 +6"d 7-10-8 I 30" Typ. 3X3= 2X4 III 3X10= 2X4 III 3X3= 2X4 III 3X10= 41 2X4111 1 _ _ 1-6-0 — 1 r ME 3X7= 3X10= 3X 2X4111 = 9-0-0 10= — 2X4 III 3X7= 0"12 1L 2-6-12 .....i....5 2-4 2-6-12 2-7-8 8 2-7-8 2-6-12 012 I 2-7-8 'I�j"8 2-7-8I_ 2-6-12 'I 5-2-4 16-3-0 Over 2 Supports R=926 >I R=926 W=2.5" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01.01. �t �'RROpF TY:9 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 1503)357-2118 ...WARM NGI ee Renu AND FOLLOW ALL NOTES ON NHS CRAM NCI 825 N 4th Ave,Cornelius OR 97113 ae'NPORTANTwm FURNISH THIS CRAVING To ALL CONTRACTORS INCLIAING THE INSTALLERS. ti � � TC LL 40.0 PSF Trusses require e care In Tab,cating, handling, snipping• instal l;ng and bracing. Refer to and follow REF R7 1 75— the latest edition ofrBCSI (Bun din Con 63617 TB e se ^to rs Sha Safety de tempo an, by acpl and RBCSI far safety otherlsBor 14659 TC DL 4116 n performing mese fanctimns. Installers snarl prny;de temporary br Ing per 851. Unleaa n 1 0.0 PSF DATE 11/05/15 cop chord,hall a properly attached d str ural sheatm ng and bottom chord shall have a properly attachedn rigid c ing. Locations shown r r permanent lateral webs snail n e bracing Installedper BcSI BC DL AII [0)11 ' the B3 BT or B1o, as o`ed other. Apply Refer to tree,nl r.corof for standard plate as snows abo.e and on N 7.0 PSF DRW CAUSR7175 15309037 II I e Joint Details, unless n o nerwi se. Refer o drawings 160A-Z f plate pos;nons. Al pi ne. a di vi si on of ITR Bol I di ng Components Group Int. shall not be respomsi PI e f any deal on from this a BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY dawl no, any fat l ure to band the truss;n conformance wl th ANSI/TPI 1• or for handl r '� natal rat I on b brat;ng of trusses. for shi psi ng, A,eel on thin Arising or layer page 1st!ng this drawing, Indi ease acceptance of ororee.i anal engineering Op 7,19 9 Q TOT. LD. 5 7.0 PSF SEQN- 350884 ponel el l icy col ely for the dell gn whoa. The ooltebl Illy and use or this drawing for ony structure I.the la, 835t Rovana Circle reasons!el I I ty of the sn I dl ng pial goer per ANSI/Tel 1 sed,2. rJdH ww�eeS DUR. FAC. 1.00 Sacramento,CA 95828 For more nrornau ons cm s J ob•s general P FROM BB ALPINE: www.al pi nei tw.tom; TPI: www s page and these web sl res: .tpl net.org; NTCA: www.sbc;ndustry.con; ICC: www.I ccsafe.org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE —PI an 2885 A floor trusses -- VERFI Y VERIFY, OR — G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 + 2x6 conti nuous strongback. See detai I STRBRI BR1014 for braci ng and Bot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead load is 1.50. p load applied per IRC-12 section 301.5. Truss must be installed as shown with top chord up. 30" Typ. J 1 3X5= W=3X5= 2X4111 3X5= 2X4111 2X4 III 3X5= 3X5= 2X4 III 3X5= 2X4 III 9-0-0 i. 4X5= W=3X5= 3X5= 3X7==- 3X5= 3X5= 3X5= 10-2-0 0"12 13-0-0 2-6-12 5-2-4 2-6-12 i 2-6-12 _I_ 2-6-12 2-6-8 2-6-12 2-6-12 I 2-6-12 _1_ 2-6-12 L 5-1-8 I 2-6-8 'I` 5-1-8 '` 5-2-4 '1 I` 23-2-0 Over 3 Supports J R=513 W=5.5" R=1572 W=3.5" 'I R=648 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 _ Truss Components 1503)357-2118 ••waRMIMGI•• QTY: 3 OR/-/1/-/-/R/ Scale -.3125"/Ft. p Oregon READ ANo Follow Au NOtES ro TMIs ORANlxc! 825 N 4th Ave,Cornelius OR 97113 '•I lvowFAwr•• FIIRNI sx TMI s own,NB Tn Au towlxAcrdws I wcLvylwB T11E l wgrALLews. a, 4.- F TC LL 40.0 PSF Trusses reaaira care in fabricating, handling, shipping, installing and bracing. Refer to ane follow REF R7175- 63618 the latest etll ti oneofrBC51 (Building Component Safety Information, by TPI and RICA)for safety practices Dri ar toppchord sng I have fproper!y lached structal ural proelee temporary bo tomeing d shBCSI. unless noted otherwl ...wows 14659�'g •IV TC DL 10.0 PSF DATE 11/05/15 a nail esee properly attached era ural n ite and bottom chord s B l . U a properly attached CLw' rigid cel n ng. o'cati ons shown for permanent lateral stn _ webs shall have bracing Installeetper BCSI r- BC DL 7.0 PSF ,4 r ,P-)0 `� I I Al 1 ons Ba. Bl B,o, as Diel l ubl e. APPI y pi aces toeeaonl face truss standard Paal ti on as shown above dna on DRW CAUSR7175 15309038 II L J I the Joint Details, nl Ess noted o nerwi se. Refer drawl cgs 160A-Z fr and place pmsi ti ons. F pi ne, anya division of I'M Building Components Group Inc. shall not be esponsl hie for any aevi atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY inatal9ation&l I ere ntoofutrussee truss In conformance with ANSI/TPI 1,ror for handling, shi poi O. .;tr.. s..l on this drawl op or cover pop.listing this drawl ng, Indlnt•s ecoopt.n.o of praf..sl.nal anal neering �' 'ec ''� TOT. LD. 5 7.0 PSF S EQN- 350841 Donal 0111 ty solely for the deal gn shown. The mil tebll l ty and us.of this drawing for any structure Is the 7m‘01s dei 8351 RovanaCircle responslblIIty of the Elul Des, per ANSI/TPI 1 See.2. Q" DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For nformaci on s chis}ob s general s page dna mesa web sl tea: Vr'�lf W.y�� ALPINE: www, pinalitw.com; TPI: www.tpi nst.org; RICA: www.sbelnduscry.com; ICC: www.lccsafe.org SPACING 24.0" JREF- 1VLC7175Z14 EXP.12 31-15 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERT FY, OR - H) Top chord 4x2 HF #2 Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendations. Deflection meets L/480 live and L/360 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead load is 1.50. p load applied per IRC-12 section 301.5. Truss must be installed as shown with top chord up. f- 7-10-8 H-8" _I 5-3-0 H I. 30" Typ. H 1. 5X3 III 3X7- 3X 1. 5X3 III 3= = 3X7 1 - — 1. 5X3111 1. 5X3 III 1_6_0 111.11.1.111- -4411111111114111111114111.044000444.... + VIt1-6-0 - s-o-o 3X7= 1.5X3 III 3X5= 3X5= 3X5= 0"12 2-6-12 5-i-4 2-6-12 2_7-8 9„8 2_6 12 0"12 2-7-8 + >I` L 2-6-12 9.18 5-2-4 13-9-8 Over 2 Supports R=786 W=3.5" R=786 W=3.5” Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. e. Truss Components of Oregon (503)357-2118 ••wARNINGI'•READ MDFouar,uLNOTES ONTMiSDRAING! R '' (� QTY:5 OR/ /1/-/-/R/- SCal e -.5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "l +��+TMI s DRAWING NN TN ALL COM/CMS I NLLNNI NN THE I NBTALLERB. TC LL 40.0 PSF REF F Trusses require extreme care inn fabrics Ing, handling, sill pping, Installln and b R7175- 6361 9 the la(est aditlon of SCSI (Bal In ComponenttE roti^9fer[o and Pollor N. �'' � ub 9re I Prov de temporary byTPIan g�CSI farsafetynoted o tea pre°r r,�y/' 14659�` TC DL 10.0 PSF DATE o perform ed these f c[I ons. Installers shall provide t any br ing per SCSI. Unless noted otferwise, / . top chord shall a properly attached s[ sheachi ng a.bottom chord shall have •� rl gid ceiling. Locations shown for permanentuI ateral a properly attached r- 11/05/15 fl - s B3, 87 or B10, applicable. Apply plates toeachf webs s„all have bracing instal I ed above a BCSI ,411 ��,� II ne`o�n[oecail:, and as=sn°ted atryerrise arc 'afar truss :ca"e pa:l ti an as;horn above dna°n BC DL 7.0 PSF DRW CAUSR7175 15309039 II Ref o drawings 160A-Z f and plate pot cl ons. I Alpine, a yieaslon 10 ITw Building Components Group Inc. „ll nut ba or forihan lin any daelat,on frau t„;a BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY drawl ng, any re o bui d the truss i n conformance wl try ANSI/TPI 1, or for handling, sill ppi ng, •;. •�. cal lati on A bract ng of trusses. �a A sal on this drool by or oovr P.O.listing this drool op, Inal cotes acceptance of p lona mull n••ring '`�T1 19$9 � ~ TOT. LD. 57.0 PSF SEAN- 350897 w •:pons:bl:I ty solely for the aasi gn shown. Tim sul tab::Ity and uss of this drawl no for any struetar.Is the �� 8351 RovCircle reasons!bl I I ty of the 9a l al ng Nisi poor par ANSI/TPI 1 Bae.Z. X441,w.G�pQ DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For more Informations phi s Jobs general s page and c +I ALPI NE: www.al pinei to.con; TPI: wr w b a hose web s wet°`°�`prg; wcA:notes ”"”"nye`am; www. °°°°feeprg EXP.17-11-1 4 SPACI NG 24,0" JREF- 1VLC7175Z14 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE —PI an 2885 A floor trusses -- VERFI Y VERIFY, OR — HGE) Top chord 4x2 HF #2 Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendations. increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep load applied per IRC-12 section 301.5. Sheathing is required for any longitudinal (drag) forces. All Truss must be installed as shown with top chord up. connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. 1-6-0 1 1-6-0 _ — — 0"12 11-- 13-8-0 0m12 13-9-8 Over Continuous Support R=114 PLF W=13-9-8 Note: All Plates Are 1. 5X3 Except As Shown. Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. . .-� . - Truss Components of Oregon (503)357-2118 •'WARNING.•• READ MDFOLLpIAll Q �p QTY: 1 OR/—/1/—/—/R/— =.5"/Ft.825 N 4th R 1 s ON THIS DRAWING! F TC LL Scale Ave,Cornelius O 97 13 .4 MP U M* FURNISH-nos mown No 7o ALL CONTRACTORS INCLU DING'ME IrisnutERs. 4D.O PSF REF R7175 63620 Trusses require care in fabricating, handling, shipping, the latest a Ion of extreme care I di in Component g. Installing and bracing. Refer to and follow 9 roue I provy iertemporar by TPI and wBCA)SI for saretyoted o cea prier �� � ' TC DL 1 D.0 PSF DATE o performing mese functions. Insgallers snail provide temporary bracing per BCA!. Unless noted d n_icerwiae, �, 11/05/15 top chord shall have properly attached structural thing and bottomchord shall M1 a properly attached r"w rigid cel ling. Locations shown for permanent laterals i shall have bracing in al led per BCS. Ar, PO N eryctlmenn 83, BT or BnD, as Oiel!cable. @PPiy.e°Geo teeeac face `or ata�a pnaitian as shown above and an F "�f BC DL 7.0 PSF DRW CAUSR7175 15309040 II I e Jo t D tails, u less n d a herwls Re tlrawi ngs 160:-Z fr artl plate positions. Alpin, a y failure of Ibuild u Bulltling Components ormap Inc. shat, Rai be Tor forihfar any ifrpm Ghia BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY tleawi ng, any f i lure t buI I d t truss I n conformance with ANSI/TPI 1, or for handling, shipping, •= .. cal l ati on A bract ngoftrusses. �.I A seal en sill,drawl ng er*aver pogo nonny MIo drawl ng, Imil eases nooses...of yrnr..Nanal n Ineer!n 'eC T,,1:9 9 It�~ TOT. LD. 57.O PSF FROM- 350900 reopen..bl I l ty sol sly for the deal go shown. The sal tell!!lty end use of VII drew!no for any structure Ie ins �� 8351 CRovanCircle rearms!bl II ty of the Elul l dl ng Designer per MOI/MI t See.2. l�'a�►Ww�.ut. DUR. FAC. 1.00 BB Sacramento,CA 95828 For minformation s this Job's general notes page and t N ALPINE: www,el pi neitw.Com; TPI: wwwhese web s .tilt nst.or g; WTCA: www.s I ustry.cc m; ICC: www..ccsare.erg EXP.12-31-1S SPACING 24.0" JREF- 1VLC7175Z14 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI ONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERIFY, OR - CGE) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. 1-6-0 1-6-0 9-0-0 0^12 -ii- 6-6-8 0"1 2 l6-8-0 Over Conti nuous Support -- - R=114 - R=114 PLF W=6-8-0 Note: All Plates Are 1.5X3 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 _ Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AN)FOLLOW ALL NOTSCRTHIS BRMINGI 1 - •04. QTY: OR/-/1/-/-/R/-/R/- $Cale - 5 825 N 4th Ave,Cornelius OR 97113 ••I IvanANP• FURNISH THIS BRAIN NB To ALL coNTRAcroRS I acumi NG THE INSTALLERS. ,`� FF TC LL 40.0 PSF REF /Ft Trusses require extreme care in fabricating, handling, snipping, installing and bracing. Refer to and follow R7 1 75- the l ateat edi ti an , 63621 f BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL � m performing mesa fmn<tim(B Cloatallersgcnala erpwitle temporary bracing per acsl. Unless opted a herwiae. 14659 fig 10.0 PSF DATE 11/05/15 top chord shall have properly attached structural sneatni ng and bottom chord shall have t ri gitl ceiling. Luca tl ons shown for permanent I t ral a properly attached Irl' A cii ons B3, B]or B10, rai nt of webs shall have bracing installed per BCSI BC DL 7.0 0 PSF A I I I�,�1\ I I the Join[Bettie 1 s, unl esssnotedl otnerwi se. Refertes to drawl nn face i60A-f truss or stentl pati ti on as shown above and an DRW CAUSR7175 15309041 ILJI ' `�11 I A a gs 2 f ands.plate positions. __! drawl AI pin, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from t BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY ng any fel I ure to buil d t truss I n conformance with ANSI/TPI 1, or for handling, shi ppi n till s •- - Aallatlon&bracing of trusses. 9. s..I on this drew'ng or sever page Il sting this drawl ng, Intll.•tb acceptance or prbr•.,Ibn.I •neineer!ng Iq `0 11989 '(`hAv TOT. LD. 57.0 PSF SEAN- 350880 •sP•nsl alllsy sml:,c for the deal gn sown. The tui tab!llty and use of tnl•drawl ng for any structure 1•BN• T �� 8351 Rovana Circle roponsl bl I I q of M•Bul I JI ng Deal Nn•r per ANSI/TPI 1 5•e.2. Sacramento,CA 95828 '�rldMw•ri��• DUR. FAC. 1.00 FROM BB For more i nforna ti on sow this j ob's general notes page aha these w eb ALPINE: wan. pineitw.<om; TPI: www.tat nst.erg; WTCA: www.sbclndustry.corn; ICC:siwww.iccsafe.org SPACI NG 24.0" FYP 1"..31-15 JREF- 1VLC7175Z14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - C) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Bot chord 4x2 HF #2 Ioad applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 Iive and L/360 total I oad. Creep i ncrease Truss must be installed as shown with top chord up. factor for dead load is 1.50. F' 2-9-0 + 14" H` 2-9-0 H 30" Typ. 1. 5X3111 3X3= 3X3= 1.5X3111 1 1 1-6-0 1-6-0 ogigi i 1.5X3 III 1.5X3111 3X3= 3X3 - 0" o 2-7-8 1-3-8 2-7-8 ,I 2-8-4 1-3-8 2-8-4 6-8-0 Over 2 Supports >1 R=380 W=1.5" R=380 W=5.5" Design Crit: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. 1321:1Rop TY:2 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ”WARM NG1*w READ AND FOLIOS,ALL NOTES ON THIS CRANING! 't TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 a•I NPDRTANTw FURNISH THIS CRANING TO ALL CONTRACTOR I NCLBDI NR THE INSTALLERS. �� ��� REF R7175— 63622 the ses est require lonextreme BCSIc re in fabricating, handling, shipping, installing and bracing. Refer to and follow (Building Component Safety Information, byTPIand VITCA)F r safety practices prior 10;59 9 TC DL 10.0 PSF DATE 11/05/15 odilibo performing these functions. Installers uct shall provide teapot of bracing Per SCSI.bracing est noted otherwise, top chord shall a properly attached str urs sheathing and batt chord shall M1 a properly attached T. rigid ceiling. Locations shown for permanent lateral restr; F webs shall have b ng installedtper BCS ...- V- 44.01,51...+c,1BC DL 7.0 PSF DRW CAUSR7175 15309042 Ail O�� sections B3, B7 or B10, as a applicable. Apply plates to each faced of truss position shown above and on II L I , zh< Beta;ls, wnlea=n ted oherwise. Refer t awings 1BNA-Zfr andard plata paeltiana. BC LL 0.0 PSF CA—ENG CWC/CWC I I Alpine, a al vi sl on of ITW Build)nq Conpanencs croup Inc. shall n c be responsible res any deviation from this t[ ...• Ing, any failure co build the truss In conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY a raw a nstal latl<n.n aging or truss 'E" �°+ ``0 TOT. LD. 57.0 PSF SEQN—seal on this dresing or*ever me listing this drawing, Indicates s...tan...r gr*reeslanai engineering ''�/�} t'.Te 14 Qk. 350875 responsibility.*I: for the deet gn shown. The suitability end..e of this drawing for en)!structure I.the //)��r 00` ' DUR. FAC. 1.00 FROM BB 8351 Rovana Circle I m I I cr of the Btl I ding Designer ger ANSI rtr1 t 5...z. N TC Sacramento,CA 95828 For more Infarmatl on this JPb a general notes Page dna these web, SPACING 24.0" JREF— 1VLC7175Z14 ALPINE: www.alpineitw.cam: TPI: www.tpinst.or, Y/TCA: www.sbclndustry.con: ICC:)www.lccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERIFY, OR - JGE) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing is required for any longitudinal (drag) forces. All Fasten rated sheathing to one face of this frame. connections to be designed by the building designer. 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 1 - _ L 1 1-6-0 1-6-0 r // /j/: 2X4 III 0"12 -Tr 17-8-8 O 12 Fc 17-10-0 Over Continuous Support R=114 PLF W=17-10-0 Note: Al I Plates Are 1. 5X3 Except As Shown. Design Crit: CUSTOM/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. 0211110,24, TY: 1 OR/-/1/-/-/R/- Scal e =. 375"/Ft. — Truss Components of Oregon (503)3572..118 ”WARN!NCI'e READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4Ui Ave,Coruehus OR 97113 "INFOR ANT•• FTIRNI SR TMI S DRAWING TO ALL CONTRACTORS I NCLUDI NG THE I MALLERS. 'L�!7'""� � TC LL 40.0 PSF REF R7175— 63623 _ Trusses require extreme care In fabricating, handling, snipping, in calling and bracing. Refer to and follow ier e latest edition of BCS! (Building Component Safety Information, byTPIand WTCA)for safety practices prior /<4 14659 ' f TC DL 10.0 PSF DATE 11/05/15 n o Pchord Ong I havesee functions.wnttached structural P rovide temporary bo brabottom per BCS!. Unless noted a . { - top chord snail M1ave Dro per^yo attached structural sM1ea[eM1i ng and bot chord shall have a prosiarly attached rl eC tea I i ng. Local Doss r permanent I acetal r r webs ssal I have brat=ns i n r I ed per BCS! BC DL 7.0 PSF DRW CAUSR7175 15309043 A la .1,=-)0 1 O`0 i e Ions 83, ai or teal a.otherwise. Y pl BCes to drawing race or or stand poria to a inion above an on — II L J I sec the Joint Details, unr, a nble. Refer i Ings ace of f a.rd plate positions. I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation f •,.; BC LL 0.0 PSF CA-ENG CWC/CWC d aur ng, any fit urs to bur I the truss an c Ith ANSI/TPI 1, or for handling, shr poi ng, from this -.�', AN ITWCOMPANY i rtal laaon Aabracang of trusses. conformance w �.10 �.`'� TOT. LD. 57.0 PSF SEQN- .•.l on tni•drawl ng or cover page n.ting thl•drawl ng, Irun cotes acceptance of prof••.Ionsl engineering / ,fL' Q Q 350893 s. esponel IN a,cy eel ely for the d•sl gn.noon. The s.I tabu l l ty and u.e of till•drawl ng for any structure I.the 8351 Rovaw circle respond bTg l ty of til•Bun dl ng Deal Wrier per ANSI/TN 1 See.t. `�riOW.00.6 DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For more rnformaaons tills job.s general notes page and these web sr ALPINE: www.al pa ilei co.coo; WI: wow.ipinst.org; NTCA; www.sbclndustry.con; ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - J) Top chord 4x2 HF #1&Bet. Bot chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendations. Deflection meets L/480 live and L/360 total load. Max cambeJT r VERT recommendatiDEFL: LL:ons.0.28" DL: 0.18". See detail DEFLCAMB1014 for Truss must be installed as shown with top chord up. I- 7-10-8 J 25" 1' 7-10-8 -I 30" Typ. 2X4111 3X10= 2X4111 3X5= 3X5= 2X4111 3X10= 2X401 1-6_D ] - - — 1_ 1 +9_0_0 6 3X10= 2X4 III 2X4 III 3X10,-=- 3X7---m 3X7 0.12 _1_ 2-6-12 2-6-12 2-7-8 2-2-8 2-7-8 2-6-12 _I_ 2-6-12 '5-2-4 2-7-8 I 2-2-8 2_7_8 5-2-4 r 17-10-0 Over 2 Supports R=1017 W=5.5" _ R=1016 W=3.5" Design Crit: CUSTOM/TPI -2002(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 _ Truss Components of Oregon 503 357-2118 "WARNING!••READ AND FOLLOW ALL ROTES ON THIS DRAWING! QTY: 3 OR/ /1/-/-/R/- - po ( ) n Scale 375"/Ft. 825 N 4th Ave,Cornelius OR 97113 aeI extreme ca FURNISH Tnl o, hanAIN dl ng All ppi ng,Oi nst INCLUDING ng and TNe INSTALLERS.Refes. Sr,,t'�', r TC LL 40.0 PSF Trusses require care In rabricaiing, "ng, snipping, installing antl bracing. Refer to and tallow \ REF R7175- 63624 the latest edi a onsorr6CSl MA ldi ng Component safety Information, by TPI ane WICA) for s ety Practices Prl or r to topchorans^el "„averpropi r!y ttached)structurshe,al psaei temporary bracing PerI naepr hexad ocner.i se, k. 14659�9 TC DL 10.0 PSF DATE 11/05/15 properly attached ad ors tura heath ng and bottom mora she!l have a ss noted a tacnetl Q rigid ceiling. Locations shownr permanent lateral webs shall have bracing installed per BCS! 1" BC DL 7.0 PSF ,417 O`� a ions es w t Bio, 85 aced'cnerwi aePPly acis ca sacs face of cot ac•na peal ti an as shown above and an DRW CAUSR7l75 15309044 II L J I the Joint Detal ls, ill ass n Refer o drawl ngs 1,60A-Z P andartl plate Posi tl ons. drawi Alpine, a y vision of RTW Bvith ng Components Group Inc. shall not be responsible for any deviation Prom t BC LL 0.0 PSF CA-ENG CWC/CWC AN RTW COMPANY i halal ng. on Aabracengoofutrusses,truss I n conformance wl[n ANSI/TPI 1, or for handl i ng, sM1i ppi ng, "s /yr.,'_r A•..l on MI.drool no or eater pap.Ilsal no chis drawl no, Inalo.t.s.capcan..of p Ianal .Doloar!no 9 ,`y 7,19$" Cir.7 TOT. LD. 57.0 PSF SEQN- 350807 pond all Ity solely Tor cne dal on snow. 7T.'ottani I lay.no us•or till Oral no for any structure Is en• 8351 ROvana Circle rap.nsl awl I I cy or M.ma I dl no 0.$)one,nor AN51/Tal T Sae.2. 00 BB Sacramento,CA 95828 �T�dQNW.GHA4Q DUR. FAC. 1. FROM For more nformati on s this Job s general s page and these w eb ALPINE: www.alpinellcw.con: TPI: www.tin nst.org; WICA: www.sbclndusiry.com; ICC:s'www.Iccsafe.org SPACI NG 24.0" JREF- 1VLC7175Z14 EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - I) Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Max JT VERT DEFL: LL: 0.27" DL: 0.24". See detail DEFLCAMB1014 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 21.875" F. 7-10-8 �— �- 7-10-8 H 30" Typ. H 2X4111 3X10= 2X4111 3X5= 3X5= 2X4111 3X10= 2X4111 q J MONO L 1 6 0 a \%%%%%%%% 1-6-0 �l " 9-0-0 V 3X10= 2X4111 2X4111 3X10= 3X7= 3X7= 0"12 0"12 inr 2-6-12 5-2-4 2-6-12 .Ic 2-7-8 1-11-6 'I` 2_7_8 2-6-12 5-2-4 2-6-12 H:: 17-6-14 Over 2 Supports >{ R=1002 W=5.5" R=1002 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 . QTY: OR/-/1/-/-/R/- Scale =. 375"/Ft. ••WARN'NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! S� �dP TC LL 40.0 PSF REF R7175- 63625 Truss Components of Oregon (503)357 118 tGR 825 N 4th Ave,Cornelius OR 97113 ''I MvoRuxr•• FURNISH TM's DRAWING NG TO ALL CONTRACTORS'NA Luol xG THE INSTALLERS. F Trusses require extreme care in fabricating, ng, snipping, installing and bracing. Refer to and follow TC DL 10.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior to 14659 DATE 11/05/15 Tri o Performing mese functions. Installars uct II provide temporary brad n9 per BVSI. Unl essnnoted o[nerwl se. top chord shall have proper!y a tamed stf ural sheathing and bottom chord shall have a Properly attached `� BC DL 7.0 PSF rigid cel I I ng. Locati ons shownforpermanent I ateral restral nt of webs s al I have bract ng st I I edper SCSI DRW CAUSR71 75 15309045 ,4^ �0�� ecti ons B3, B]or B10, as appl icebl Apply plates to each face of truss and post ti on as shown abovea.onadhlirge II I Che Joint Detan s, unless noted otherwise. Refer to drawings 16OA-Z f standard Plata pnaitlons. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi no, a di vi sl on of 1 TW Bui I di ng Components Group 1 nc. s a1 I not be responsible for any devi ati on f tni s awing. any failure to build the truss in conformance wi tn"ANSI/TPI 1, or for handl logs shipping, • �' AN ITW COMPANY I natal I ati on.bracing of trusses .F ,bq TOT. LD. 57.0 PSF SEQN- 350839 A seal on thl s drs.l ny er pp.11stl ng thl s drawl ng, I ndl sets..septan.of profs.)onsi .nai n..ri ng i\bss:%.....................) 0.7,14eopenslm 11 ty solely for the deal an spawn. The Sul tab!I1 ty and use of thl•drawing for ony structure Is en. " sponelenIty of the DuiIding Des,emir per N61/TP1 T Sec.2. P, w^%kDUR. FAC. 1.00 FROM BB 8351 Rovana C rcle r .'/ eSacramento,CA 95828 Eer pare Informs=inn a thls,mb•a general page a =hese websSPACI NG 24.0" JREF- 1VLC7175Z14 ALPINE: www,al pi net tw.con; TPI: www.tpi nst.org; WTCA: www.sbcl naustry.corn: ICC:'www. ccsafe.org FYP 12..31-15 _ (1115026--PARR FOREST GROVE —Plan 2885 A floor trusses -- VERFIY VERIFY, OR — XGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud Gable end supports 8" max rake overhang. Do not notch. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X3= 3X3 1-6-0 _ - - - - - 1-6-0 / +9-0-0 3X3= 3X3--- 0"12 X3=0"12 2-7-8 1-1-8 2-7-8 5-8-0 0"12 2-8-4 1-1-8 2-7-8 5-8-0 L 2 12-2-0 Over 2 Supports R=353 W=1.5" R=174 PLF W=5-11-8 Note: Al I Plates Are 1. 5X3 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft. puss Components of Oregon ((503))357- 118 "wARMI NGI..READ ANDraugw ALL xorEs NI 111s IMAtI ND' 825N4thAve,CornehusOk97113 •.IMPORfARra• FURNISH THIS INWING TO ALL coNTRAcren INCLUDING THE INSTALLERS, FF TrTC LL 40.0 PSF REF R7175- 63626 Trusses regdui re extreme SCS care I n fab ri cati ng, Safety I hl ppi ng, n Calling and bred ng. Refer to and follow 2. olatest a kion of SCSI (Building Component Safely Information, byTPI and NTCA) for safety pr to ands prior r TC DL 1 0.0 PSF DATE performing these functions. I nstal l ersushal l provide temporary b o ng per BCSI. Unless noted other.se. ita.�� 14659 11/05/15 top chord shell have properly attached structural sheathing and bottomchord shall have a properly attached ` B-- 46b . rigid ceiling. Locations shown for permanent lateral restraint webs shall have installed tper BCSI BC DL 7.0 PSF A rl the ons 63. ai or Bno, as noted i°cherwi se. r pl ana drawing faceoffor stand poli ti and ss showabove ana on l DRW CAUSR7175 15309046 II !FIN M1e Joint 3, ails, u less n d Refer ngs ace of for ands place positions. I Alpine, a division of ITN Building Components Group Ino.�shalI not be responsible for any deviation from thio BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY ewi ng, any fel 1 ure tobul I d the truss i n conformance hi th ANSI/TPI 1, or for handling, shi ppi ng, •; •: nstallati on&bra ci ng of trusses. A said on thda drawing or cantor pose IIstdns thi•drawing, Indicotes araaptahea of prefa••Ional *nal naerlse ,r sire; 7e 1g99 0,��� TOT. LD. 57.0 PSF SEQN- 3 50882 s, esponsl bl l l is solely for the des!gn shown. The sul tabl l lty and use of this drawl ng for any structure I. he -og, s�Q 8351 RovanaCucle ...panelbll Its of the Dui Iding Daslgo•e par ANSI/TPI 1 Sec.2. //kV W.Okra DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For m au ons this job's general notes page and these w n Y ALPINE: www.al pi neiltw.con; TPI: www.tpl nst.org; AICA: www.sbci nduscry.tom; ICC:slwww.I ccsafe.org SPDC I NG 24.011 FYP 12_x1.-15 JREF- 1VLC7175Z14 ( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - F) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50. • • • 2-9-0 + 1111 + 2-9-0 H I- 30" Typ. H 1.5X3III 3X3= 3X3 1. 5X3III - 1-6-0IIIII 1-6-0 [ _ - Iiir +9-0-0 1.5X3 III 3X3-- 3X3. X3=3X3= 1. 5X3 111 o 2-7-8 'I`1-0-8. 2-7-8 z 2-8-4 1-0 8 2-8-4 -I 6-5-0 Over 2 Supports >1 R=366 W=2.5" R=366 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. ••WARM NGI•• READ AID FOLLOWS ALL NOTES ON THIS CRANING! Truss Components of Oregon (503)357-2118 97 �Q� OFA TC LL 40.0 PSF REF R7175- 63627 p ••IIPORTANf•• FURNISH 7X13 DRAPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 Trusses require extreme care in Fabricating, Safel I ty I osill rmating,on. n callind and)racing. Refer to antl follow ' TC DL 10.0 PSF the I atestdorm etli tion f BC61 (Bull di ng Component ars int Saf<ty de tempo on, bract an NTCSI For less 11 trach cea pre or -Er 14659 DATE 11/05/15 o pchord sea I ase Functions. tache lstruct II Provi sheath temporary bottom ng per alI Unless noted attached se,Aillb Cop d cel shat I have Canoed Y attached man ural sheatbi ng and oft cshal shat I have a Crustal y a echetl BC DL 7.0 PSF DRW CAUSR7175 15309047 rl gltl ceiling. Locatl ons shown far permanent lateral rest rat c of webs shall have bracing Inst alle0 per SCSI ,4 L�� the ons B3, B]or Bt O, as aappl i cab'). Apply places to each ace of trussand pass ti on as shown above antl on ( e Joint Details, unless noted otherwise. Refer to awlcgs F1605-Z for standard plate Cosi tions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpl ne, a di viii on of ITN Bul the ng usComponents Group Inc. all not be ror for ID eham for any deviation from this awl ng, any Fail ore co)ui le the crus inconformance wi thhSII not 1, or Por handling, shipping, ...'�- • AN ITW COMPANY °stal 1 ail an A bra ti ng or trusses. dn % "' TOT. LD. 57.0 PSF SEQN- 350844 A)eel on MI•growl ng•r cover pogo Il otl ng MI•drawl no, Ingest..sseeptsnee of 000000I end Tonal neer'ng 1 j ,cC'r•1g% re ** ..pone'bl l l ty eel ely for the noel an sheen. The sul tab''lty end use of tele arms'ng for any structure I. he \\\:..i.- �, Q DUR. FAC. 1.00 FROM BB t 8351 Rovana Circle r•eponel nl I 1 cy er cn•ahl 1 a'na I)•el deer per ANSI/IP' 1 See.i. '��w•C�ASacramento,CA 95828 Ear mor<lnformau mn a a Job's genera n s page and mese wee a �I SPACING 24.0" JREF- 1VLC7175Z14 ALPINE: www.al pineitw.com; TPI: www.tlpinst.org; NTCA: www.sbcintluzcry.con; ICC:Iwww.iccsafe.org EXP.12 31 15 C (1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERT FY, OR - M) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • Top chord 4x2 HF #2 • Bot chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Webs 4x2 DF-L Std/Stud load applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total Ioad. Creep increase Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50. f30" Typ. 1. 5X3111 3X3= 1.5X3111 1-6-0 iwoopm 1-6-0 OM Ori! 1.---_.:...... ''• 9 0-0 3X3= 3X3= 0"12 0"12 J>_ 2-6-12 _L 1-3-12 ,_1L 1-<-4-0-0 Over 2 Supports -w. R=228 W=5.5" R=228 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. 11 i Truss Components of Oregon (503)357-^_118 ”WARNINGI••REAR AND a^ (yf.� QTY:8 OR/-/1/-/-/R/- Scale 5"/Ft 825 N 4th I� 1 FOLLOW Au_NmFs ON en s mai NG! _ Ave,Cornelius Q 97 13 ••IIPORTANT�• FURNISH THIS DRAWING TO AL.CONTRACTORS INCLUDING THE INSTAIIiRS, TC LL 40.0 PSF Trusses requiree extreme care In fabri cat h ng, shi PPinREF R7175- m Ing. handl g, ^tallla^g and brecingRefer to and follow \ R63628 e f BCSI (Bul ldi ng Component Safety Informacl on, byTPId WTCA) for Safety practices prior ((, perforgi ng thea.functions. Installersuche fl provide temporary b ng per BCSI. Unless noted etherwi ae. Irk 5 14859 TC DL 1 0.0 PSF DATE 11/05/15 top chord shall have proper!yo attached structural sheathing and bottomcchord,hall have a properly attached r TY ri gtd cel I ng. Locate ons shown for permanent u l ateral - hall have Ing n al led per BCSI _�� BC DL A TI I O`� Lnc Ion,Bae BJ,i Orn B,G, as oLeai c`bl e. ApPI Y PI atL,toaeacp'face`ofath,�u and pa,i t�un as shorin above and an ` _...F'�II� 7.0 PSF DRW CAUSR7175 1 s3osoas II L J e Joint Details, unless n o herwi se. Refer o drawl ngs 160A-Z for s andara plate positions. Alpine, of ITW Building Components Group Inc. shall not be responsible f any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW drawl ng, any fel l urs c h i l d the truss I n conformance wl th ANSI/TPI ,, or for handl •: _•.. COMPANY al I ate on A Israel ngoofutrusses. t for shi ppi ng, • seal an the•drool nip or sever Rey IIsanp MI•drawl no, Inalcato.sa•pt.aa••f prafe.sIanal •nplnear!op * fFC'7 ¶t3 ‘'k~~ TOT. LD. 57.0 PSF SEQN- 350895 W. pons!el l ley ow•Iy for she deal gn shown. The sBlt.bl II y and use of till.drawl ng for any structure Is the 8351 RovanaCircle r.sponslelIIty of the Bellamy(Joel poor per ANSI/TPI 1 Soo.2. 114p .o• t+ OUR. FAC. 1.00 FROM BB Sacramento,CA 95828 porn information, thi s J ob•s general n ft ALPI NE: w s page and these web sites: now.al pi tw.corn; TPI:www.tpi nst.org: WTCA: now.,bel ndnstry.tom: ICC: www.i 0c,afe.erg EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14 z ,,1 I il.- _ 1±I I / I ,, ' J+ • ' _ i . I -' - I.;I 1 L j IL- : , I _ - ..,,,, • 7 7 r 7- - . .• C r LI C. H 17, 1 II _ - i I '• - . _ Ii I , - .• . 1 I I 7 . . , • , 1 ' I• d P. , 1 p 7••• 1. i • I. 4' . . 4 • .- -- ..- • 1. to ....."...1.0%\ • tre or• 6 ..n 11 i 0 4 1 k1 , w I .,, . . ; C:t . . . 1-2 ...--_, ' k• ,,x 4 1 rii A — _. - —---- 1 I I—r j 1,.` ;',1 , 1 I,.'1 s,...t: :::: , ,__.1,1 I:[':.:"I.1-, ::::' 1-.."':::II a 1,2 '.. ''' .,..: ,, :1 0 , C 7. . • ' - , :f ,,,..I --- , \ ..._ . , _ , — - • ',1 — \ , , , , ,;i ,•,• .•', ' ,I -..,,° . ;,,21‘4 ,'. ?IF Lr: , \ 1!-' -1'1' _r_ -- . . 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