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3/25/2018 Annand Heights_Alder(GL)_Truss pesign.jpg 1 C_ 5Il//3 racd �hl 1 Ct } i_..5. .4- 12.. 1: 14'0-8— ##—.4 4l T T4. . i ,„ „.,. 4, , ,b + .. ' LiIllliin -r- .---. ��< l � e L M g ;2. 0 z Eu_ 0 10 om �/ CC C CC J HAND PRAM ,OYER LRY \ f az>m + _ I_.I I I I�I �•�D 0 LI) M R _® C S R u. JOB NO: CgoirowirtIrgr ` 0717071 F 84' ' PAGE NO: 1 OF 1 https.//mail.google.com/mail/u/0/?tab=wm#search/rockwell+f+truss++lot+13/15e80b08a98c5432?projector=l&messagePartld=0.1 1/1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W2G7175Z0113135238 Truss Fabricator: Truss Components of Oregon Job Identification: 0717071--PARR LUMBER-HI LLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) 01.�0 PROI . Engineering Software: Alpine proprietary truss analysis software. Version 16.01. S . Truss Design Loads: Roof - 42 PSF @ 1.15 Duration co GINE "vo. Floor - N/A 19575 7 Wind - 120 MPH (ASCE 7-10-Closed) (410 Notes: 07/ 3/2017 OREGON 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of 9iQ 4.20,19°p �'� record, as defined in ANSI/TPI 1. T� N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 ns 19 aro eal Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-CNBRGBLK-12015EC1- Submitted by GWH 13:52:14 07-13-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 83676--AGE 17194015 07/13/17 2 83677--A 17194005 07/13/17 3 83678--A1 17194006 07/13/17 4 83679--B 17194009 07/13/17 5 83680--A1GE 17194016 07/13/17 6 83681--EGE 17194017 07/13/17 7 83682--E 17194007 07/13/17 8 83683--CGE 17194008 07/13/17 9 83684--DGE 17194018 07/13/17 10 83685--DG 17194019 07/13/17 11 83686--FGE 17194010 07/13/17 12 83687--F 17194011 07/13/17 13 83688--F1 17194012 07/13/17 14 83689--F2 17194013 07/13/17 15 83690--F2GE 17194014 07/13/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. :M12, M13, M14, M15, M16 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlooker span and design. cladding load not to exceed 5 PSF one face, and 24" span opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically Provide lateral wi nd braci ng per I TWBCG wi nd braci ng details or per along top edge. DO NOT OVERCUT. No knots or other lumber defects engineer of record. 2X3 studs require reinforcement at 70% of the allowed within 12" of notches. Do not notch in overhang or heel panel. length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% length of web bracing requirements. member. Attach with 10d Box or Gun nails (0. 128"x3",mi n.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 5X7 3X7 b r 3X7-- ; •• N13 14? 15% O - a)2 a) :(a (1a (a) 10-4-3 6 • V///////////////////////////////////%///////////////////////////e////////////////////r///////////////////////////////////////// 1 18-0-0 5X7= 3X5(A1) -- 3X5(A1) 2-1-(2.j 1-6-0 20-0-0 I 20-0-0 r' 40-0-0 Over 2 Supports >1 R=141 PLF U=17 PLF W=20-0-0 R=130 PLF U=22 PLF W=20-0-0 RL=11/-11 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI-2014(STD) —op PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►w e• 1r a l's+OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "* RNI NG'`*READ AND FOLL011 ALL NOTES ON THIS DRNI NGI `N aY'q2 TC LL 25.0 PSF REF 87175- 83676 Trusses require extreme care In fabricating, handl ing, shipping, Installing and bracing. Refer to and fa low 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and aTCA) for safety practices prior p TC DL 10.0 PSF DATE 07/13/17 „ to perform)ng these functi ens. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. t r top chord shall have properly attached structural sheathing antl bottom chord shall have a properly attachedLig r;al d ce;I;ng. Locati ons shown for permanent 1 ateral estrai nt of webs shat I have bract ng instal I ed per BCE! I BC DL 7.0 PSF DRW CAUSR7175 17194015 ,4 r O`� sect;ons 83, B7 or 810, as applI cab)e. Apply plates to each face of trussandposition as shown above and on e- % II L J : the Joint Details, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate positions. BC LL AI pi ne, a di v;s;on of 1 TW Bul 1 di ng Components Group 1 nc, shau not be r 07 /20 0.0 PSF CA-ENG BFR/GRH drawl norpfori hie lin any ipp;ng,on from[hit OREGON g, any failure to build the truss in conformance with ANSI 1, or for hantlling, shi ppl ng, AN ITRCOMR4NV instal at;en A brae;ng of trotter. .I TOT. LD. 42.0 PSF SEON- 124612 . A Seel on thl s drawl rag or cover page I I stl ng thl s drawl nag I nal cotes acceptance of profess'ens) engl neer) respon 1 bl l I tr vel el r for the deal gn shown. The SSI tab!I I ty and use of thl s drawl ng for any structure I Nt'the �4 B.YO 19��G•r-V OUR. FAC. 1. 15 FROM BB 8351 RovanaCircle responslb111tY of the gunning Designer per ANSI/TPI 1 See.Z. I ► Sacramento,CA 95828 For more i nformeti on see thl s j ob's general notes page and these web sites: ` SPACING 24.0" ALPINE, m .al pi meitw.cTPI, www.tag;nst.erg. wTCA, www.sbcindustry.corn, ICC, www.,ccsafe.org J REF- 1 W2G7 1 7520 1 wam, Reee,we Almfnnto THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load • applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 5X7 3X5 3X5-t. 3X7 3X7 1.5X4 01.5X4 i (a) , • 10-4-3 6 r (a) (a) 6 41111\. 3X5= 6X8— 3X5= 4X8(B3) E 4X8(83) '',, Q-1-..(2.1 1-6-0 7-0-510-3-4 6-5-13 9-8-12-5-13 ›.I< 6-5-1q 8-12 J� 6-5-13 J� 10-3-47-0-5 0-3-q-0-5 I, 20-0-0 J� 20-0-0 J \ 40-0-0 Over 2 Supports R=1892 U=352 W=5.5" R=1840 U=343 W=5.5" RL=1907-192 Desi gn Cri t: I BC2015/TPI-2014(STD) PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01. ., e'' OFFS, OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 '.WARM NGI.*READ AND FOLLON ALL NOTES ON THIS DRAY?NGI 825 N 4th Ave,Comelius OR 97113 •'INpORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. §2 OGINSO O TC LL 25.0 PSF REF R7175- 83677 Trusses regul re extreme care In fabricating, handling, shl ppi ng, Installing and bract ng. Refer to and follow the latest ed;t;on Of BCSI (Building Component Safety Information, by TPI and lyrCA) for safety practices pr;or 19575 TC DL 10.0 PSF DATE 07/13/17 n to prformsng these functions. InstalIers shatI provide temporary brat;ng per BCSI. Unless noted othenolse, t r i top chord hall have properly attached structural sheath;ng and bottom chord shall have a properly attached BC DL ri gi d ce;I I ng. Ectad ons shown for permanent I ateral restrai nt of webs shat I have bract ng 1 natal I ed per BCSI7.0 PSF DRW CAUSR7175 17194005 Ail 1��� thet;ons 83, el or unl as applicable. Apply plates dr each face of truss rd pl ti as shown above and on �' / II L. AikiI the Joint Details, unless noted otherwise Refer to drawl 16BA-Z for standard plate ponitlons 07 /20 7 BC LL Al pi ne, a di vi si on of 1 TW Sul 1 dl ng Components Group Inc. shat I not be respnns;bl a for any devl atl on frac thi 0.0 PSF CA-ENG BFR/GWH drawing, any failure to bu;Id the truss In conformance with ANSI/TPI 0, or for handling, shl pp;ng, OREGON AN ITWCOMR4NY Installation A bracing of tresses. ./ TOT. LD. 42.0 PSF SEAN- 124608 A seal on thl s drawl ng or cover page I I stl ng MIs drawl ng, I ndl eaten acceptance of professional eagl engineering 'e pons)bl I I ty sol el y for the design shown. The suitability and use of this drawl ng for any structure I s the 9jQ �•Y0,19� L'f 8351 Rococo Circle respond bl 11 ty of the Yulldlag Designer par ANSI/TPI 1 see.2. R., �V OUR. FAC. 1. 15 FROM BB S6cmmeoto,CA95828 For more nformat;on e thisnob's general cites page and these web sates: ` SPACI NG 24.0" JREF- 1W2G7175Z01 ALPI NE: al pi neiltw.cwm TPI:s www.tel st.org NTCA: sbci ntlust ry.c m; ICC: www.I ccsaFeorg ow..,we algnldntg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HI LLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 22.97 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=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= 3X50 Ili 3X5- 3X5% 3X5 1.5X4 ../Al\h 1.5X4 Di 6 (a) 10-4-3 (a) 6 zAiiiiiiiiiiiiiiiiiiih..... .III 3X10(B3) = 3X5= 6X8= 3X5= 18-0-0_L 3X5 1-6-0 7-0-5 10-3-4 6-5-13 ...1._9-8-12-5-13 + 6-5-13 6-5-13 10-3-47-0-5 Hc' 20-0-0 ,I, 20-0-0 1< 40-0-0 Over 2 Supports R=1724 U=325 R=1846 U=347 W=5.5" RL=177/-171 Design Cri t: I BC2015/TPIq� -2014(STD) AEU PRUFF PLT TYP. Wave FT/RT=27O(O%)/4(0) 16.01. a. T. Ski OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 '•WARNI NGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWN NGI & 14� F� O 825 N 4th Ave,Cornelius OR 97113 "IIraRTAN.• BURNISHTHIS ORM NGTOALL CONTRACTORS INCLUDING THE INSTALLERS. 1967641 9 TC LL 25.0 PSF REF R7175- 83678 Trusses requl re extreme care in fabricating, handling, shipping, Instal l leg and bracing. Refer to and follow the latest edition of BCSI (Hui Iding Component Safety Information, by TPI and VrtCA) for safety practices prior • % TC DL 10.0 PSF DATE 07/13/17 t. to Performing these functl ons. Installers shall Provi de temporary bracing per BCSI. Unless noted otherwise, allAtiAbbh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / rl gl d cel I i ng. Locatl ons shown for permanent lateral rostra,nt of webs shat I have bract ng i natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17194006 ATI o1I 1 sections B3. B7 or-510, as applicable. Apply plates to each face of truss and p051 ti on as shown above and o 07 3/20 7 II IF31i^ I 1 the Joint Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate post tl ons. n I' ' \v1 I ' Alpine, a di v,sl on of ITIY Bull di ng Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH draw,ng, any failure to bulld the truss In conformance with ANSI/WI 1, or for handling, 551pp'ng, set AN ITW COMPANY I ester I anon a brant ng of trusses ip, n,20.190 , TOT. LD. 42.0 PSF SEAN- 124614 . A seal on thl s drawl ng or cover page I 1 stn Ing thl s drawl ngI MI Bates acceptance.of l unci angi Merl ng d responsl bill ty solely for the des'gn shown. The sal tabl I ty end use of this drawl ng for for any structure Is the FOL ID W. 8351 Rovana Circle respoMl bl 11 ty or the Bulldl ng Deal goer per aN51/TPI ,seo.g. OUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more information see this Job's general mutes page and these web sites: Ranawa6130/20,9 SPACING 24.0" JREF- 1W2G7175Z01 ALPI NE: www.al pl Rei tw.con; TPI: *new.tpi est.org; WTCA: wwwsbcl ntlustry.cum; ICC, www.i ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 :T4 2x4 HF #1&Bet. : (**) 1 plates) requi re speci al posi ti oni ng. Refer to scal ed plate Bot chord 2x4 DF-L #2 :B2, B4 2x4 HF #2: plot details for special positioning requirements. Webs 2x4 HF #2 :W1, W5, W9, W10 2x4 HF Std/Stud: 120 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Calculated horizontal deflection is 0.17" due to live load and 0.12" anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC due to dead I oad. DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. (1) 2x4 x 7-11-4 x HF #1&Bet. Top chord scab centered 37-11-6 from left end. Attach to one face of chord wi th (2) rows of 0.120"x3", mi n. nails @ 6" O.C., staggered 3". 6X8= ` 1. 5X4 111 3X5 • • 3X5 3X5 1. 5X4 0� 3X5 s 6 10-4-3 (a) � 6 Illi T4 3X5(**) W9 (a\ � 6-: 4X12 W5 -.. 8 W10 ��- 5X5(A2) = 3X5 3X5= B2 8X8= 8X8= T 4X5 H0514= ��� 1,!) 18-0-01 3.54 1. 5X4111 B4 1.5X4111 2x4 DF-L # ?�1-6-0 k7-0-5 10 -0 60 3 4 6-5I 13 9-8- 12 5-13 + 4 7182 6-7-4 6-5 8 6-5-8 12 5-18 20-0-0 ,I, 21-b-0 1-6 q 24-7-8 I— 12-11-0 —1— �1 _ 40-0-0 Over 2 Supports R=1708 U=322 R=1861 U=347 W=5.5" RL=177/-171 Desi gn Cri t: I BC2015/TPI-2014(STD) CEO PRO/ PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 4 0 6 `pS -: ‘40 r f i0A OR/-/1/-/-/R/ Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 w•WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWN NG! C' `_ `i TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 ••INIpORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 y REF R7175 83679 Trusses require extreme care In fabricating, handling, shipping, instal l;ng and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andw•TCA) for safety practices prior t ,:00, TC DL 1 0.0 PSF DATE 07/13/17 to performing[hese functions. Installers shall provi de temporary bracing per SCSI. Unl essnoted o[herwl se, [op chord shall have properly attached structural sheath)ng a.bottom chord shall have a properly attached /- j rigid cei l;ng. Locate ons shown for permanent lateral restra;nt of webs shat, have bracing i nstalled per BCS, BC DL 7.0 PSF DRW CAUSR71 75 17194009 nII ecti ons B3, B7 or B10, as aPPI icab)e. Apply Plates to each face of truss and posi tl on as shown above and O 07 /20 7 A I 1 N , the p.1,noel nt Betai ls, unless noted otherwise. Refer to drawings 1600-Z for standartl plate poll tl Ons n ILI, I AI pl ne, a dl vi si on of Tw Bdl, ;ng cnmPPnent�crenp,n�. aha, nPt be re�pon„b,a for any dev,at,on from,hi OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fat lure to but Id the truss In conformance with ANSI/TPI 1, or for handling, she ppin AN ITW COMPANY i nstal I at en A brace ng of trusses g' y A seal on this drawl9 kn.20,99 'r TOT. LD. 42.0 PSF SEAN- 124644 ng or cover page I I ate ng this drawl,q, I nal cotes acceptance of profess)onal e I Merl roop000t bill 1y solely for the design shown. The sultablIIty and use of this drawl ng for am structure IsntM Ot W W•�� DUR. FAC. 1. 15 FROM BB 8351 Rovana CilEle rayons!b1 I I ty of the Sul I dl ng Desi goer per ANSI/TPI 1 Sec.2. Sacramento,CA95s2s For more information see this;ob.s general notes page and these web site Renews 8/30/2019 SPACI NG 24.0" JREF- 1W2G7175Z01 ALPINE: wwwal pi nei tw.com; TPI: wwwtpl nst.org: wTCA: www.abet ndustry.com: ICC: www.,ccsafe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - A1GE) Top chord 2x4 HF #2 120 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. :M12, M13, M14, M15, M16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss desi gned to support 1-0-0 top chord outl ooker span and desi gn. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch i n overhang or heel panel. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web Provide lateral wind bracing per ITWBCG wind bracing details or per member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. engineer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2,00. 5X5 6 3X5% I s - 3X5 0 u113'M14 15% ' ea M124,) 4,)( a)a) (1a610-4-3 6 _ ! i • ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// 18-0-0 1 3X5(A1) -- 5X5= 3X5(A1) 1-6-0 I, 20-0-0 J..- 20-0-0 ,1 40-0-0 Over Continuous Support R=156 PLF U=24 PLF W=40-0-0 RL=7/-7 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) ,EO PROF PLT TYP. Wave D 0 FS FT/RT=2/D(0/B)/4(0) 16.01. �� c W. S OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 '*WARN!NGI`•READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��0' 1Q� 'at) 825 N4th Ave,Cornelius OR97113 ^IYPORTANr•• FURNISH THIS IIRAWING TO ALL CONTRACTORS lxcLODING THE IN5TIILLERS. 19575 'Q Z TC LL 25.0 PSF REF R7175- 83680 Trusses regul re extreme care In fabrl caring, handl Ing, she ppi ng, Installing and bracing. Refer to and fol I ow the latest edition of BCS! (Balding Component Safety Information, by TPI and WTCA) for safety practices prior %, TC DL 10.0 PSF DATE 07/13/17 to perform)ng these fund)ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / ri gi d cei I i ng. Locati ons shown for permanent I atcral restraint of webs shal I have bract ng Installed per BCS! BC DL 7.0 PSF DRW CAUSR71 75 17194016 ect,ons B3, B/or 810, as applicable. Apply plates to each race of truss and p0sl tion as shown above and o n ,4� 'I O��^ I I I the Joint Details, unless no etl otherwise. Refer to drawings 160A-Z for standartl plate post tl ons. n `17 �20 //���■W ILI, I \VI I AI pi ne, a division of 1Tw Bun di ng Components:our,:Inc. shat I not be respnnsi bee ror any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH l drawing, any fai Iure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, she ppi ng, °Axf AN ITW COMPANY i nstal I ati on a bracing of tresses. ar A seal en thea drawl BW or coyer ppa Iieting thea drawllq, IndlcOtea etuptarc�of prof salons) enpinaarllp 9 '"•20,1le TOT. LD. 42.0 PSF SEAN- 124635 respond bi I I ty sal el y for the deal gn slawm. The sue tabi I i ty end Inn of tN a drool nN far�ny atrsittbre I a tha ROC D of.ilk''' DUR. FAC. 1. 15 FROM BB 83$1 Rovana Circle restonsl bill ty of the But l ding Deal goer per ANSI/IPI 1 SOC.2. Sacramento,CA 95828 For more Infnrmatlen see this,obis general nates page and these web sl tea: SPACING 24.0" JREF- 1W2G7175Z01 ALPINE: www.al pi net tw.con; TPI: www.tpi nst.org- eTCA: www.sbci ndustry.com. ICC: www.i ccsafe.org Renews6/30/2019 o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - EGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. Truss desi gned to support 1-6-0 top chord outl ooker span and Wind Ioads and reacti ons based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. (5) Add 2x4 x 6-0-0 HF #2 scab to be attached to one face of top chord wi th 10d (0.128"X3.0") nai I s at 6" o.c. Top edge of scab should be 1.5" below the existing top edge of the top chord. 4X5 ♦♦.:4‘\ ♦/mel `.� \ 11* 6 1♦11♦e.`►-� \\i'\\\\ 16 3-4-3 4. 10. 9-0-0 i 2X4 III �� 3X5(A1) = 3X5(A1) -1-6-0—>.1 I<-1-6-0-->-1 6-0-0 I 6-0-0 1 12-0-0 Over 2 Supports >1 R=987 U=282 W=5.5" R=987 U=282 W=5.5" RL=101/-101 Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) EOPROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 4< t - �,. FSA, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ? 061F� O 825 N4th Ave,Comelius OR 97113 •NepORrANT••. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 .p y TC LL 25.0 PSF REF R7175- 83681 Trusses regul re extreme care;n fabrl cat Ing, handl l ng, shl poi ng, I nstal Il ng and bracing. Refer to and follow the latest edition Of BCSI (Building Component Safety Information, by TPI and WTCA) for safety o ees pr;orTC DL 1 0.0 PSF DATE 07/13/17 T.. to performing these functi ons. Installers stall provide temporary bracing per BCSI. Unless noted otherwise. top chord sM1ali have properly attached structural rah reing and bottom chord shall Paved properly attached f Si, BC DL 7.0 PSF rl gid eel I i ng. Lncati ons shown for permanent I octroi rostra;nt of webs shat I have braci ngI natal I ed DRW CAUSR7175 17194017 LOldi �� I sect)oils B3, BT or B10, as applicable. Apply plates to each face of truss and poli t;on as shown above and on .4 O I the Joint Details, unless notetl otM1erwise. Refer to drawings 160A-Z for standard plate positions , �7 3 2� 7 /' 1 I Alpine, a di vision of ITW Buil dlts Components Group Ina. s„all not be respond ble for any deviation frwn Itis OREGON BC LL 0.0 PSF CA-ENG BFR/GWH 1 drawing, any failure to build the truss In conformance with ANSI/TPI t, or for handling, shipping, AN ITW COMPANY ;nstal I atl on R bracing of trusses. 20.106 .- TOT. LD. 42.0 PSF SEAN- 124659 . A seal On this drawl ng or Cover page II stl n9 this drawl n9, I nsl eaten acceptance of profess)anal engi neerl ng respond bl 1 I ty sol el y for the dell gn sheen. The Sul tabi I I ty and use of till s drawl ng for any structure I s the "TN. ' `\,•�� DUR. FAC. 1. 15 FROM BB 8351 ROvana Circle respanal bl I I ty of the Boll dl ng Desi goer per MBI/TPI 1 Sec.2. •f Sacramento,CA 95828 For more I reformat;on see tni s j ob•s general notes page and mese web sites: ALPI NE: www.al pi nal tw.com; TPI: www tp;rest.org• WTCA: www.sbci ndustry.con; I CC: www.I ccsafe.org Renews 8/30/2019 SPACI NG 24.0” J RE F- 1 W2G7175Z01 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - E) Top chord 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= ---16 6 3-4-3 ■ i i 4_9-0-0 1. 5X4 III 0 2X4(A1) -- 2X4(A1) 1-<-1-6-0—>.1 L-1-6-0-->i k6-0-0 -4-- 6-0-0 >1 L 6-0-0 J, 6-0-0 -J Ic 12-0-0 Over 2 Supports R=633 U=88 W=5.5" R=633 U=88 W=5.5" RL=-66 Design Cri t: I BC2015/TPI-2014(STD) .03 PROF PLT TYP. Wave FT/RT=2% 0% /4 0 16.01. .. : - �S' ( ) ( ) a �� S, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 w`WARNI NGI•. READ AND FOLLOW/ALL NOTES ON TRIS DIM!NGI e'4 O 825 N4th Ave,ComeliusOR 97113 ••INpORTANr^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y TC LL 25.0 PSF REF R7175 83682 Trusses i re extreme care I n fabrl cati n handl I n shi g, ng and bract ng. Refer to and fol I ow 19575 redo > g, g, phi Installs the latest Edi then of nc (building Component Safety Informed On, by TPI and aTCfor safely practices prior TC DL 10.0 PSF DATE 07/13/17 to performing these func ti[i ons. Installers shall provide temporary bracing per ecSI 51. Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per SCSI e� BC DL 7.0 PSF DRW CAUSR71 75 1 7194007 ,4 H sections 83, DJ or 1310, as applicable. Apply plates to each face of truss and position as shown above and on ofI the Joel n[Detail s, unl es,.,,,s notetl otherwl se. Refer to drawings 160A-Z for standard pl ate post tel ons. 07 2� 7 I ' Alpine, a division of ITW Building Components Group Ino. shall net be responsible for any deviation frnm this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fall urn to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i neral I at on A braes ng of tresses. .9 v Z9r 19� TOT. LD. 42.0 PSF SEON- 124637 A seal on thl s drawl ng or ewer pegs I 1 stl ng thl s drawl ng, I ndl nate.aeeeptenee of professi oral anpi neer'ng responsl hl llty solely for the design shoran. The sul tab!llty and use of this drawing for any structure Is the 01. , ,N t. . DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bil I ty of the Roll dl ng Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see thi s j ob•s general notes page and these web si Les, WWI, m; ALPINE: wwal pi TPI: www.twnst.org WTCA: www.sbeindustry.com ICC www.Iccsafe.org Renews 6/30/2019 SPACING 24.0" JREF- 1W2G7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HI LLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 120 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=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. See DWGS 512030ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requi rements. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provide lateral wind bracing per ITWBCG wind bracing details or per load applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span Deflection meets L/360 live and L/240 total load. Creep i ncrease opposite face. Top chord may be notched 1.5" deep X 3,5" periodically factor for dead load is 2.00. along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5--- PA - AIIi \ illillilk.A ■ ■ ■ 4_18-0-0 i 2X4(81) = 2X4(61) R=172 PLF U=33 PLF W=14-6-0 L1-4-0J RL=16/-16 PLF 1.1-4-0i I, 7-3-0 ,i, 7-3-0 J 14-6-0 Over Continuous Support Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) 13 PROP PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01. 0i ,, Y . FSs, OR/-/1/ / /R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI`•REM AND FOLLOW ALL NOTES ON THIS DRMNGI §9 aGINe - 13,„_ TC LL 25.0 PSF REF R7175- 83683 825 N 4th Ave,Comellus OR 97113 ••11.0RTANr.. FURNISH THIS DRAWING TO ALL CONTUACTORS INCLUDING THE INSTALLERS. U/ n Trusses regui re extreme care i n fel',cats ng, handling, shi ppi ng, I nstal l l ng and bract ng. Refer to and follow 19575 _r the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prier , % TC DL 10.0 PSF DATE 07/13/17 to performing these functions. Installers shall prowl de temporary bracing per BC51. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i no. Locatl ons shown for permanent I ateral restraint of webs shat I have bract ng i nstal I ed per Bcsl /- BC DL 7.0 PSF DRW CAUSR7175 17194008 ,4 PEI 1 Sections 83, e)or B10 as applIcabl e. Apply plates to each face of truss and poli tl on as shown above and on I the Jnlnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07 /20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a division of ITW Bulldirg Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any fal l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, J AN ITW COMPANY instal I ati on a bracing of trusses. TOT. LD. 42.0 PSF SEAN- 124646 • A feel we:1'2; N s drool lig or Cover peps 11,:.:,7 MI W drool np I ntll utas acceptance of profess)oral ental neer)ng 9 V*R.20,19 �f _ reeponsl bill ty solely for the design The sul tablli ty and use or this drawing for any struetUre Is the •OL 0� OUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responslbI Ilty or the Rol lding Designer per ANSI/TPI 1 Sec.2. I • Sacramento,CA 95828 For more Inforoutl on See this jobs general notes page and these web sites: SPACING 24.0" JREF- 1W2G7175ZO1 ALPINES www.al pi net tw.com; TPI: www.tpi nst.org; WTCA: www.sbcl ndustry.com; ICC: www.I ccsafe.org Renews 6/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HI LLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. Truss designed to support 1-0-0 top chord outlookers and 5 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face I n area (0) only, and 24" span on opposi te desi gn. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects allowed Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per within 12" of notches. Do not notch in overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. 4X5-- + Provide lateral bracing for inset chord. Attach nailer �� T- at edge of I ower roof di aphragm, or use purlins at 24" oc. • 10S \IN X7 10 9-11-13 1 l nAil .. .> _L18-0-0r3X5= 2X4(B1) = 3X5(B1) i1-4-0I 14-0012 L 4 J Fc 15-9-0 + 7-3-0 L- 8-1-5 ...1„.. 3-4-11 ..i.._ 3-10-11 5 7-3-0 -J 23-0-0 Over 2 Supports R=220 PLF U=42 PLF W=8-11-8 RL=27/-27 PLF R=1131 U=123 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) p PRO PLT TYP. Wave FT/RT=2D/DOD/D /4 0 16.01. .A •s FFtS ( ) ( ) tp OR/-/1/ /-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 .TWARM NGI w w READ AND FDLLON ALL NOTES ON THIS DRAIN NG! 19 00 1 NF 825 N4th Ave,Comelius OR 97113 ••nPORTANr•• FURNISH THIS ORATING TO ALL CONTAACTURS INCLUDING THE INSTALLERS. 4W + .L TC LL 25.0 PSF REF R7175- 83684 Trusses requl re extreme care I n fabrl cat ng, handl I ng, sib ppl ng. I natal I I ng and bract ng. Refer to and fol I ow 19575 . TC DL 10.0 PSF DATE 07/13/17 the latest edition of BCSI (Bull di ng Component Safety Informatl on, by TVI and AICA) for safety practices prior to performing these functions. Install ars shall prowl de temporary bracing per BCSI. Unless noted otherwise, / top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I I ng. Locati ons shown for permanent I Iteral restrai nt of webs shat I have bracing I natal I ed per BM (- BC DL 7.0 PSF DRW CAUSR7175 17194018 A sections B3, B)or Be10, as applicable. Apply plates to each face of truss and position as shown above and on 0 7 /20 L��O I I he ynInt Details, unIess noted othe wise. Refer to drawings 160A_2 for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/GWH I \v' L Al PI ne, a di ori si on of I TV Bui!di ng components Group Ino. shat not be respond bI a for any dewi all on from tin s OREGON drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl l ng, shl ppl ng, AN ITWCOMRO,NY instalIation F bracing of trusses. TOT. LD. 42.0 PSF SEAN- 124649 . A seal on thl s drew n9 or cover pegs I I stI rig this drawl n9, I nal utas acceptance Of prof asl onal en91 near)n9 1 `kA.20.190 L,♦ respond Di I I ty solely for the des'gn shorn. The Sul tab!I I ty and use of MI s drawl ng for any structure I s theO f .W. DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responslblllty of the But I ding Dealgner per ANSI/TPI 1 Sec.]. Sacramento,CA 95828 For moreie nformatl on a this j ob•s general notes page and these web si tea: • ALPINE: yam TPI: w ww.tpinst.org, WTCA: .0w shcindnstry.con,: ICC www.iccsafe org Renews 6/30/2019 SPACI NG 24.0" JREF- 1W2G7175Z01 wH. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - DG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED i 1 Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W3, W4, W6, W7 2x4 HF #2: Nail Schedule:O.120"x3", min. nails :W5 2x4 HF #1&Bet. : Top Chord: 1 Row @12.00" o.c. :Rt Wedge 2x8 DF-L SS: Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Special I oads Use equal spaci ng between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 76 plf at 0.00 to 76 plf at 11.50 4" o.c. spacing of nails perpendicular and parallel to TC- From 76 plf at 11.50 to 76 plf at 23.00 grain required in area over bearings greater than 4" BC- From 7 plf at 0.00 to 7 plf at 23.00 BC- 1723.71 I b Conc. Load at 1.06, 3.06, 5.06, 7.06 Brg blocks:O.120"x3", mi n, nai I s 9.06,21.06 brg x-I oc #bl ocks I ength/bl k #nai I s/bl k wal I pl ate BC- 1708.22 I b Conc. Load at 11.06,13.06,15.06,17.06 1 0.000' 1 12" 5 Rigid Surface 19.06 Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 120 mph wind, 23.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC DL=0.6 Wi nd Ioads and reacti ons based on MWFRS. psf. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 5X7(R) III N T 6X8/ 6X8�� 4X8�i 4X8 9-11-13 • 10 10 I /� En �i I EI I &N, .:.,4is ■ ■■��I 18-0-0 1 6X12(B9R) -.%-- 3X10111 4X8(R) III 8X8(R) III 4X8(R) III 6X12(B9R) H0508= 3X10 III -4-2-3 "j 3-7-14±3-7-14±3-7-14±-3-7-14—+---4-2-3H L 11-6-0 -..1.- 11-6-0 J 23-0-0 Over 2 Supports R=10774 U=2095 W=5.5" R=10019 U=1952 W=5.5" Desi gn Cri t: I BC2015/TPI-2014(STD) , OPRO PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 0 0 •+ it - FFSS, OR/-/1/-/-/R/- Scale =. 1875"/Ft. **WARNING!**" READ AND FDLLON ALL NOTES ON THIS DRAMA NCI 5 G I N e. �O Tr 825N4thAve,sof Cornelius 971157^_118 �� r1 �c ,y TC LL 25.0 PSF REF R7175- 83685 825 N 4th Ave,Comehus OR 97113 "I IPORfpIR'� FURNISH THIS DRAM NC TO ALL CONTRACTORS I NCLIIDI NG THE INSTALLERS. Trusses regulre extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 'P TC DL 10.0 PSF DATE 07/13/17 the latest edition of SCSI (Buil ding Component Safety Information, by TPI and WTCA) for safety practices prior , f/ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, /1 — top chord shall have properly attached structural sheathing and Rattan chard shall have a properly attached /41164, ri el d ceiling. Locati ons shown for permanent lateral restraint of webs shall have braci ng Installed per BCSI ' 401111 BC DL 7.0 PSF DRW CAUSR7175 17194019 L��� tw sections B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on A IIthe Jed Details, unless noted otherwise. Refer to drawl nes lb0A-Z for standard andard plate positions. I Alpine, a division of ITW B07 /20 7 BC LL 0.0 PSF CA-ENG BFR/GWHulldirg Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation 3 bracing of trusses. TOT. LD. 42.0 PSF SEAN- 124657 A seal on MIs drawl ng or rover pegs I I stl ng thl s drawl ng, I ndl eetes acceptance of probssl onal .egi marl ng 9 'A.20,194a '/ - responslblIlty solely for the design shown. The sultebl1th and use of this drawl ng for any structure Is the �O�; �� DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle resPonsl bl I I ty of the Bul Id!ng Pest gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web si ten: SPACI NG 24.0" JREF- 1W2G7175Z01 • ALPI NE: www.al pini tw.com; TPI: W.tpl net.erg- WTCA: www.sbcindustry.con: ICC: www.,ccsafe.org Renews 6/80/2g19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - FGE) Top chord 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=3.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 psf. Truss desi gned to support 1-0-0 top chord outl ooker span and Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically al ong top edge. DO NOT OVERCUT. No knots or other I umber defects Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IBC-15 section 1607. (S) Add 2x4 x 6-0-0 HF #2 scab to be attached to one face of top chord with 10d (0.128"X3.0") nails at 6" o.c. Top edge of scab should be 1.5" below the existing top edge R=134 U=69 of the top chord. ♦ A ,ZI) 12-5-8 1. 5X4 III 1111.—e- .10.4". 1. 1. 5X4 III .40:�� (S) 3-9-5 .....41I11.11./� 1. 5X4 III �.1 I. ili ....illIll1111W1=Mo MI ma-,.. 11111111111M1.1111 IR 4 9-0-0 i 1. 5X4 III 1. 5X4 III 2X4(A1) = 3X5 III I- 4-0-0 H 4-1-41 12 �f i 8-3-0 Over 3 Supports R=340 U=96 W=5.5" R=414 U=201 RL=173 Design Cri t: I BC2015/TPI-2014(STD) PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 01 as vO FF3S,i OR/—/1/ /—/R/— Scale =. 5"/Ft. **WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAM NGI F� y TC LL 25.0 PSF REF R7175- 83686 _ Truss Components of Oregon9711(503)357-2118 Q 825 N 4th Ave,Cornelius OR 97113 ••I IMPORTANT'''. MINI SH TNI s DRAWING TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. Trusses requi re extreme care 1 n fabri cats ng, handling, shi ppi ng, Installing and bracing no. Refer to and fou ow 19576 9 TC DL 10.0 PSF DATE 07/13/17 the latest edi tine of BCSI (Bui 101 ng Component Safety Information, by TPI and WTCA) for safety practices prl or to Performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, %1 top cd L CONTRattaced. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 4- ,4 TM sections 83, 87 or 810, as applicable. Apply plates to each face of truss and post tl on as shown above and on O I the Joint Details, unless noted otherwise. Refer to drawings tbOA-Z for standard pi ate positions. 07 20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfel l ure to bun I the truss In conformance with ANSI/TPI 1, or for handl l ng, shi pping' AN ITW COMPANY installation 5 bracing of trusses. woi TOT. LD. 42.0 PSF SEON- 124675 . A seal on thi s drawl ng or cover page I I stl ng tills drawl ngI ndl uee rates seceptanof professional mg'nssrl np 7�Mitt.20,'tie G I responslbll Ity solely for the design shown. The sul tab'IIty and use of this drawing for any structure Is the O`D�.N" OUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle respond bl IIty of the putIdlng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For morele nformati on see thi s Job's general notes page and these web sit : SPACING 24.0" JREF- 1W2G7175Z01 ALPINE'. www.al pi nei tw.con, Tel www.tpi nst.org'. WTCA: www.sbci ndustry.com, ICC: www.i ccsafe.org Renews 6/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - F) Top chord 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, RI SK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. R=120 U=21 g +12-5-8 1.5X4 III 5 I ' 3-9-5 ■ to ■ g9-0-0 I 3X5 III 2X4(A1) • L-1-6-0-> 4-1-4 1"12T l< 8-3-0 Over 3 Supports R=311 U=25 W=5.5" R=354 U=66 RL=67 Design Cri t: I BC2015/TPI-2014(STD) .0 PRO1 PLT TYP. Wave FT/RT=26/6(06/0)/4(0) 16.01. .' : 1� S OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••SARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAIN NM !�6ElC •' TC LL 25.0 PSF p ••INPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /� REF R7175 83687 825 N 4th Ave,Cornelius OR 97113 Asses extreme care i n fabrl eau ng, handl 1 n shi 1 n I nstal I 19575 • �f require g, pp g, ng and bracing. Refer to and follow , the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practi ces prior %, TC DL 10.0 PSF DATE 07/13/17 to Performing these functl ons. Installers shall Provi de temporary bracing per BCSI. Unless noted o[herwi se, top chord shall have properly attached structural sheathing antl bottom chord shall have a properly attached / ,41016k ri gl d cei I I ng. Locati ons shown for permanent I ateral restral nt of webs shat I have bracing I nstal I ed per BCSI (Al BC DL 7.0 PSF DRW CAUSR7175 17194011 ��0�� sect)ons B3, B7 or BTO, as applicable. Apply plates to each face of truss and pull ti on as shown above and o 07 320 7 the Joint Retails, unless notetl otherwise. Refer to drawings 160A-Z for standard plate positions. n BC LL 0.0 PSF CA-ENG BFR/GWH NJ I ' Ah pine, a tli vi si on of I s,Bul di rg Components Group Inc. shal 1 not bef responsi bl a for any devl ati on from thl s OREGON drawing, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handl i no, shl ppl ng, AN ITW COMPANY I nstal I at on a bracing of trusses. ng, V A g9,19� �, TOT. LD. 42.0 PSF SEQN- 124662 res�i on 1 I,ty drawl el ng Wfor tcover dessi page shstl ng orn. thl Thessui teal I I typand fuse of this drM ngforsanstructure I s the 8351 Rovana Circle respond bl l I ty of the gal!di ng Desi peer per ANSI IrPI 1 Sec.2. OC5 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more,nfermratl on see this,obi general notes page and these Bob sites_ Renews„�,�Ds SPACI NG 24.0" JREF- 1W2G7175Z01 ALPINE: www.al pine)tw.con: TPI:a tpi nst. RICA:CA: bei ndustry. n: ICC. www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - Fl) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead Ioad i s 2.00. 1.5X4 III 5 I/ 2-11-5 2-1-5 I�... 11 piriI .. 9-0-0 I / 3X7 III 2X4(A1) L-1-6-0—>i Lc-2-0-0—>-1 I" 4-1-4 — 11<------ 4-3-0 Over 2 supports- R=290 U=27 W=5.5" RL=53 R=340 U=61 Design Cri t: I BC2015/TPI -2014(STD) EO PROF. PLT TYP. Wave FT/RT=2°/D(0°/B)/4(0) 16.01. .4 T9 • 1• `riPi OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI•'READ AND FOLLOW ALL NOTES ON THIS ORM NCI v0 00 t E$'� OZ TC LL 25.0 PSF REF R7175- 83688 _ 825 N 4th Ave,Comelius OR 97113 ••I ROORTANT'• FURNISH THIS Run NG TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. 9575 Trusses require extreme eme c are in fabricating, handling, shi ppi ng, i nstal II no and bracing. Refer to and follow the latest edition of (Bui l ding Component Safety I nformati on, by and WTCA) for safety practices prior ' %, TC DL 1 0.0 PSF DATE 07/13/17 to Pe rforml n9 these functl ons. Installers shall Provide temporary bracing Per°C51. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 04111111114 rl gl d cel I I ng. Locatl ons shown for permanent I ateral restrai nt of webs shat I have bracing I nstal I ed per BCSI / BC DL 7.0 PSF DRW CAUSR7175 17194012 [UFT.sections 83, 8/or 810, as applicable. Apply plates to each face of truss and position as shown above and on 07 3/20 7 Athe pint Details, unless meted otherwise Refer tp drawings,BOA-z fpr standard plate poslLiens. BC LL 0.0 PSF CA-ENG BFR/GWH I AI pi nem a tll vi sl on of I TY!eui di rg Components Group Inc. steal I not be responsi bl a for any tlevi ati on from thi s OREGON drawing, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shl ppl ng, AN 17W COMPANY i o=ral I at on a bracing of trusses. ng, p .9 t, s9 10411.1,(c.:, TOT. LD. 42.0 PSF SEAN- 124667 respanslbl 1 n Ill S ty dsomlt for the desg Or Myer siB Krises.At!ng thi messaitab!I ty and fuses of ofthis drawing for any Mal IS the 8351 Rovana circle responsi bill ty of the Bull dl ng Desl pror per ANSI/TPI 1 See.2, "-Of. R • DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morelnformati on s a thi s;ob•s general notes page and these web site . 1W2G7175Z01 0" JREF-ALPINE: now.al pi neitw.comm TPI: www.tpi nst.org. WIT, www.sbci ndustry.Com. ICC: www.i ccsafe.org I Renews 8/30no,B SPACING 241, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - F2) Top chord 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. • Deflection meets L/360 live and L/240 total Ioad. Creep increase factor Right end vertical not exposed to wind pressure. for dead I oad i s 2.00. 1.5X4 III 2-1-5 i iiiii o J .. 9-0-0 1.5X4111 2X4(A1) L-1-6-O— E` 4-1-4 .1")2 'fi 1-c 4-3-0 Over 2 Supports- R=327 U=39 W=5.5" RL=39 R=151 U=29 Design Cri t: I BC2015/TPI -2014(STD) so PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. $d @ ��• ss� OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI•' READ AND GOWAN ALL NOTES ON THIS DRAWING! ,...•• lad FI,,Q 'y TC LL 25.0 PSF REF R7175- 83689 "IYpORTANT'• PURNI SH THIS DRAM NG TO ALL CONTRACTORS INCLIAI NG THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97113 Tresses i re extreme care i n fabrl cat!n handl I n shi9675 redo n, I ation, IysTPI ng and brfor s. Beyer to and Volfplier TC DL 10.0 PSF DATE 07/13/17 the latest edi then of Bcti (Building Component Safety de temporary by TPI and WTCSI for safety practices prior %, to Performing these funcp ons. Installers shall Provide temporary brad n9 Per BCS1. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shat! have a properly attached / ri gid cel I I ng. Locati ens shown for permanent lateral rostral nt of webs shat! have bract ng h nstal I ed per SCSI / BC DL 7.0 PSF DRW CAUSR7175 17194013 All PUN section B3, B7 or Bin, as applicable. Apply plates to each face of truss and position as shoot above and on07 3/20 7 — the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/GWH I Al pine, a di vi sl on of I T11 Rui l di ng Components Group Inc. sial l not be rorfori bl a for any devi no,on from till s OREGON tlrawing, any Failure to build the truss In conformance with AN51/TPI 1, or for handling, shipping, ANITW COMPANY instal l atinn t bracing of tresses. p '9Lf 20 10 �; TOT. LD. 42.0 PSF SEAN- 124669 respanslbl 1 I'ty drawl a rigOr these deaal pegs show,l ng tTlhiessul ttaabI ll 1 ty anBates fuses of til s drlM Ig fors any'structurree I a11TM "F 04,1 8351 Rovana Circle rowans!bl l l ty or the Bull ding Deal Dner per ANSI/TPI 1 Sec.2. O�L/ • DUB. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informatl on see this,obis general notes page and these web sues: Renews 833032019 SPACI NG 24.0" JREF- 1W2G7175Z01 ALPINE: wwwal ph neh tw.com; TPI: .tai nst. rg- Ni . CA: mixer six.'ndustry. m: ICC: .I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - F2GE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Right end vertical not exposed to wind pressure. allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing Provi de I ateral wi nd braci ng per I TWBCG wi nd bracing details or per requi rements. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for.2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 1. 5X4 III 1. 5X4 III 1.5X4 111 5 1— n 2-1-5 11111111111 ■ ■ Jl -, 9-0-0 i 1.5X4111 1. 5X4111 2X4(A1) = 1.5X4 III L-1-6-0- H 4-3-0 Over 2 Supports—H R=503 U=280 W=5.5" RL=194/-21 R=229 U=155 Design Cri t: I BC2015/TPI-2014(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. e,,. ®'j op.. OR/-/1/-/-/R/- Scale =. 5"/Ft. TmssComponents ofOregon (503)357-2118 „IlpaaTAkr;WARN isle Tx DRAWINGEAD E��ALLNOTES ON THI S CONTRACTORSINcllNluD�llNOIxe THE INSTALLERS. ,0 GINF s,0 TC LL 25.0 PSF REF R7175- 83690 825 N 4th Ave,Cornelius OR 971130 F+ Z Trusses require extreme care In fabricating, handl Ing, shipping, Installing and bracing. Refer to and follow 19575 TC DL 1 0.0 PSF DATE 07/13/17 the latest edi tl on of BCSI (Bal Idi ng Component Safety Informatl on, by TPI and VTCA) for safety practices prl or to perform)ng these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gid cci I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have braci ng i o=ral I ed per BC SI ,� BC DL 7.0 PSF DRW CAUSR7175 1 71 9401 4 .LL 1 sect)ons 83, e)or B10, as applicable. Apply plates to each face o£trussand position as shown above and on 4� I the Joint Details, unless noted otherwise. Refer to drawings 160A_F for standard plate positions. 07 3 20 7 BC LL 0.0 PSF CA-ENG BFR/GWH J I Alpine, a division of ITV Elul!di ng Components Group Inc. shall not be responsible for any devl ati on from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shi poi ng, OREGON • AN IrweoMR4NY installan on s bracing of trusses. ng, y .i TOT. LD. 42.0 PSF SEAN- 124672 res�pelllsl on 1 I Byy drawl ngor the dorsi p shownst)ng. The sadrawl tobI trand use acceptance drawl rg for anyy"strutu'ree marl the �I/��/'in. Y0.19� • 8351 Rovana Circle respond bill By of the Bull ding Designer per ANSI/WI 1 Sec.2. •OI , •ox• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this job s general nates page and these web sites: SPACING 24.0,' J REF- 1W2G7175Z01 ALPINE: mem.al pi nei tw.coin, TPI: www.tpi nst.or, WTCA: www.sbcl ndustry.cam; ICC. www.i ccsafe.org Mi.,.ANAAYJMA Gable Stud Reinforcement Detail ASCE 7-1D 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑r 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L" Brace A (1) 2x4 'L` Brace ,ll (2) 2x4 'L" Brace rx (1) 2x6 'L' Brace A (2) 2x6 "L' Brace x■ Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, C7 #1 / #2Spruce-Pine-Fir Hem-Fir 4' 7' 7' 10" 8' 1" 9' 3" 9' 7' 11' 0' 11' S' 14' 0' 14' 0" 14' 0' 14' 0' #t / #2 Standard #2 Stud #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0" #3 Stud #3 Standard _ HF F Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0' 14' 0" Standard 4' 4" 6' 2" 6' 7' 8' 2' 8' 9' 10' 10' 11' 4" 12' 10' 13' 9" 14' 0' 14' 0' Douglas Fir-Larch Southern Pinex.■ QJ #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8° 11' 1" 11' 6' 14' 0" 14' 0' 14' 0' 14' 0' #3 #3 #2 4' 7' 7' 10' 8' 1' 9' 3" 9' 7" 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' studStud Standard Standard '' #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6" 14' 0" 14' 0' 14' 0' CU D F L Stud 4' 6" 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0" 14' 0' 14' 0" Standard 4' 4" 5' 9' 6' 1" 7' 7' 8' 2' 10' 4' 11' 1" 11' 11' 12' 10' 14' 0" 14' 0' Group B: U #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1" 14' 0° 14' 0" 14' 0" 14' 0' Hen-Fir - #3 5' 0' 8' 10" 9' 3' 10' 5" 10' 10' 12' 5' 12' 11' 14' 0" 14' 0' 14' 0' 14' 0' #1 & Btr c_ U HF Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0" 14' 0' 14' 0' #1 Standard 5' 0' 7' 6' 8' 0' 10' 1" 10' 9" 12' 5" 12' 11' 14' 0" 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinexww #1 5' 6" 9' 1' 9' 5' 10' 8° 11' 1' 12' 8' 13' 2' 14' 0' 14' 0" 14' 0' 14' 0" #1 #t > 5 P #2 5' 3" 8' 11" 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0" 14' 0' 14' 0' #2 #2 #3 5' 1' 7' 11' 8' 5' 10' 6" 10' 11" 12' 6' 13' 0" 14' 0' 14' 0' 14' 0" 14' 0' _, D L L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0" 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Hoard). ***For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' T 5' 9' 4" 10' 0" 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Hoards. Group B #1 / #2 5' 9" 9' 10' 10' 2' 11' 7' 12' 1" 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPP #3 5' 6' 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: W U F Stud 5' 6' 9' 8" 10' 1' 11' 6' 11' 11" 13' 8' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" Wind Load deflection criterion Is L/240. OI� Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over x #1 6' 0' 10' 0' 10' 4" 11' 9' 12' 2' 14' 0" 14' 0' 14' 0" 14' 0° 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). S P #2 5' 9" 9' 10' 10' 2' 11' 7" 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2" 9' 9' 11' 6" 12' 0' 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 8' 9' 2" 9' 9' 11' 6' 12' 0" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9" 11' 6" 13' 8' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' Symm rAttach 'L' braces with l0d (0.128'x3.0' min) nails. Aboutl 11 Gable Truss '1 1 . )# For (I) "L' brace, space nails at 2" o.c. �Ok� in 18' end zones and 4' ac. between zones. Diagonal brace option :e: ; : : 0 th. at each end. Max web Brace �*. Gable Vertical Pate Sizes total length is 14'. 31(31( , Vertical Length No Splice 2x4 DF-L #2 or � Less than 4' ' 1X4 or 2X3 better diagonal ___T Greater than ' 0', :g7 ut2X4Vertical length shown brace, single ' lessthan116'or double cut18"in table above, ' 45' +Q0Greaterthan1' 6' 3XCas shown) nt _ R i 0 + Referto comon trss designforupper end. LJ r o- 1 ' i ` peak, splice, nd hel plates.on tinuous Searing Refer to the BuildiDesiner for conditions Connect diagonal at ��� �- 9 midpoint of vertical web. Refer to chart above for n e e R, ength. not addressed by this detail. weWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! F� /GZ REE ASCE7-10-GAB12030 wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0\y-` G N L FiD Trusses require extreme care in fabricating, handling, shipping, Installing and bracing, Refer to and 19575 follow the latest edition of BCSI CBullding Component Safety Information,by TPI and for safety P DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. %r Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /'11 lll��� shall have bracing installed per BCSI sections 83,B7 or B10,as applicable. Apply plates to each face �- / //J �I i i)- of truss and position asshown above and on the Joint Details,unless noted otherwise. 07 3/20 7 u Refer to drawings 160A-Z For standard plate positions. ()MY R" Alpine,a division of ITV Building Components Group Inc. shall not be responsible for any deviation from AN TW COMPANYO-/ywwN this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ,/ IJ MAX, TOT. LD, 60 PSF installation 6 bracing of trusses A seal on this drawing or cower page listing this drawing,Indicates acceptance of professional 'L1 44r.20i G"I engineering responsibility solely for the design shown. The suitabi0ty and use of this drowing -r0i D W."V 13389 Lakefront Drive far any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For mare information see this job's general notes page and these web sites: ALPINE, www.alpine!tw.conl TPI, www.tpinst,orgl SBCAi www.sbc!ndustry.orgl ICC, www.lccsofe.org MAX. SPACING 24.0" RAMS ra AIMINNO • Gable 3etaiL For Let—In Verticals Gable Truss Plate Sizes Syr+, O Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. KriG. +®Refer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. bte O 2X4 P 4 © © vertical )41 Examples Length typ' % 2X4 ' 2X8 "T" Reinforcement Attachment Detail di 'T' Reinforcing 'T' Reinforcing Member Member I © I © O Toe-Hall - Dr - X End-nail M►..I. M\ O © To convert from 'L' to "7 reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail) Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical 10d Common (0.148"x 3.",min) Nails at 4' o,c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathing Toenniled Nails: specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ ""T"" Brace �� 4 Nails �� �� (4) toenails in the top and bottom chords. I "T" Reinf. "T" ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 7. Member 2x6 20 ASCE 7-05 Gable Detail Drawings Example: A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A1303005 Glak, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails Gable Vertical = 24"o.c. SP #3 Truss Synced At ASCE 7-10 Gable Detail Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, `T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED10L014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101D14, A16030ENC101014, (1) 2x4 "L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. �1 4 Nails �� �V ►— Ceiling 4e- It PR „S0- IN� •w VARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI iP� 4G 4� C REF LET-IN VERT ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and %� DATE 10/01/14 Follow the latest editionerfmi SCSI (Building Component Safety hall provide, a TPI ryd rBcA) for safety Unless s prior to wee, top g these fil haves. Installerslyshall provide temporary chary bgacingand per m c T� r r� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord BRWG GB L LET IN1014 shall have o properly attached rigid ceiling. Locations shown for permanent lateral test'tolnt of webs 07 3/20 7 ziS�I ,= shall have bracing inst aced pen SCSI sections 53, B7 or B10, as appllcoble. Apply plates to each Face i al of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON Refer to drawings 160A-Z for standard plate positions. 13/17 "I AN ITWCOMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from wA �q Z9r 19� this drawing,any £allure to build the truss In conformance with ANSI/TPI L, or for handling, shipping, 7RO�O �� MAX. TOT. La 60 PSF Installation S bracing of trusse A seal on this drawing or cover page listing this drawing.indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC. ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 13389 Lakefront Drive this job's general notes page and these web sites. Renewed/3012019 For more Information see Earth City,M063045 ALPINE. www.alpineltw.comi TPI www.tpinst.orgl SBCA. www.sbclndustry,orgl ICC. www.lccsafe.org MAX' SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Ex3osure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or • 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0.128" x 3", min.) nails B 6" o.c. I Pglimillil 11 2X4 Blocking nailed to 11,_ 45° sheathing and 24' Max each truss (Typ) IIIIIII14** HNi ______®_® �® 2X4 DF-L #2 H/2 or better 1 diagonal brace, Attach each end i a for 560#, ■ I I I••• J ■ ■moi■=■ ■� MIMI■iINIII ■ ■ ■ M ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, �F,EOPROPF , y. ,,t* wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI \_` aG NF„ to REE GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. [� Cn Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and 19575 -r 'y DATE 10/01/14 follow the latest edition BCSI (Building Component Safety Information, a TPI and SOCA) for safety Unless ns prior to ise,performing these llfunctions.have Installers shall provide temporary bngaand per BCS I. /r Unless noted otherwise, top chord shall have properly attached Structural sheathing st bottom Chord DRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent interni restraint of webs �- / /'�I 0=fi FI F shall have bracing ion installedsper SCSIbosections th, B7 or 510,as aplessble.no Apply wtes to each face Q 3/20 7 / I I ilLll�\\9\1411 of truss and ping inn all shown SCSand ns t3, or 10,Details, pplcs noted lyotherwise.pl Refer to drawings 1609-Z for standard plate positions. 0.97§!2914 AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from I'71JT1'/� J this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 9 *n.20,19� I MAX. T7T, LD, 60 PSE Installation 4 bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance f professional engineering responsibility solely for the design shown. The suitability and use of this drawing R0� 7 •^' 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/7PI I Sec.2. Earth City,MO 63045 For more information see this job's general notes page and these web sites, Reno..6/30/2019 MAX. SPACING ALPINE. www.alpineltw.coml TPI www,tpinstorgl SBCA. w w.sbclndustry.org,ICC. www.lccsafe.org CSRReis ^ orciHg ve -nice /- SL, bs ti Wu tion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L_-Reinforcement: or reinforcement method is desired, L-Reinf ,. ,` Apply to either side of web narrow face. ,, Attach with 10d (0.128"x3.0",min) nails , at 6" o c, Reinforcing member is , Notes a minimum 80% of web ,, member length .4 This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative MM \ / For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement' Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face Attach with 10d (0.128"x3 0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, C4I O Center scab on wide face of web. Apply (1) scab to each face of web. NM 1M 4qLEp PROpF S S wwWURNINGIww READ AND FOLLOW ALL NOTES ON THIS GI C? NG,N�tAQ 'O„ TC LL PSF REF CLR Subst. ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer to and " < TC DL PSF DATE 10/01/14 follow the Latest editionfmi SCSI [Building Component Safety Information, a TPI and SBCA) for safety lirUnless no prior to performing these Functions. Installers shalt provide temporary bracing per m c T� Unless noted otherwise, top chord Shall have properly attached Structural Sheathing and bottom chardT. �- % BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs [Qz-J1=fes Flg shall have bracing installed per BCSI sections B3, B7 or 010, as applicable. Apply plates to each face 07 /20 7 BC LL PSF ID ILII\\V�I11 of truss and position as shown above and on the Joint Details, unless noted otherwise. ' /� C��N Refer to drawings 160A-Z for standard plate positions. -07'ow ?N n division of ITW Building Components Group Inc. shall not be responsible for any deviation from w� TOT. LD. PSF AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 7�O A.to,10 0dj_�4, installation 6 bracing of trusse �/ A seal on this drawing orcover page listing this drawing,indicates acceptance of professional t g W • engineering responsibility solely for the design shown. The suitability and use of this drawing OUR. FAC. for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive Earth City,MO 63045 For more information see this Job's general notes page and these web sites: Renews 6/30/2019 SPACING ALPINE: www.alpineltw.coml TPI www,tpinst.orgl SBCA: www.sbcindustry.orgl ICC: www.lccsafe.org BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAIL TYPE 2X4 2X6 2X8 2X10 2X12 NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. 8d BOX (0.113"X 2.5",MIN) 3 6 9 12 15 A — EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 10d BOX (0.128"X 3.",MIN) 3 5 7 10 12 B — SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) 12d BOX (0.128"X 3.25",MIN) 3 5 7 10 12 . C — END DISTANCE (15 NAIL DIAMETERS) 16d BOX (0.135"X 3.5",MIN) 3 5 7 10 12 IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: 20d BOX (0.148"X 4.",MIN) 2 4 5 6 8 • SPACING MAY BE REDUCED BY 50% ••SPACING MAY BE REDUCED BY 33% 8d COMMON (0.131"X 2.5",MIN) 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM lOd COMMON (0.148"X 3.",MIN) 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES, 12d COMMON (0.148"X 3.25",MIN) 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN 16d COMMON (0.162"X 3.5",MIN) 2 4 6 8 10 VALUE (Fc—perp) IS AT LEAST THAT OF THE CHORD. GUN (0.120"X 2.5",MIN) 3 6 8 11 14 GUN (0.131"X 2.5",MIN) 3 5 7 10 12 GUN (0.120"X 3.",MIN) 3 6 8 11 14 NAIL LINE GUN (0.131"X 3.",MIN) 3 5 7 10 12 C** 1 A MINIMUM NAIL SPACING DISTANCES DISTANCES } T ,, T } + T T T B* NAIL TYPE A B* C** 11 1 11 11 8d BOX (0.113"X 2.5",MIN) 3/4" 1 3/8" 1 3/4" i T i i T f i B/2* 10d BOX (0.128"X 3.",MIN) 7/8" 1 5/8" 2" 1 1 ¢ 1 1 1 1 1 1 1 A 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" T T T T T T T T T 16d BOX (0.135"X 3.5",MIN) 7/8" 1 5/8" 2 1/8" 20d BOX (0.148"X 4.",MIN) 1" 1 7/8" 2 1/4" A A A C** A 8d COMMON (0.131"X 2.5",MIN) 7 8" 1 5 8" 2" DIRECTION / / Ay OF LOAD AND 10d COMMON (0.148"X 3.",MIN) 1" 1 7/8" 2 1/4" NAIL ROWS 12d COMMON (0.148"X 3.25",MIN) 1" 1 7/8" 2 1/4" 16d COMMON (0.162"X 3.5",MIN) 1' 2" 2 1/2" GUN (0.120"X 2.5",MIN) 3/4" 1 1/2" 1 7/8" GUN (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" GUN (0.120"X 3.",MIN) 3/4" 1 1/2" 1 7/8" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN_ 0.131"X 3.",MIN) 7/8" 1 5/8" 2" (12" MINIMUM - 24" MAXIMUM) ��,(GO PROFFS, $' a GINE A -•,AWING REPLACES DRAWING B139 AND CNBRGBLK0699 s•WARNINGs• TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND 19575 it:, REF BEARING BLOCK BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,218 NORTH LEE STR., SUITE 312 ALEXANDRIA,VA.22314)AND WTCA<WOOD TRUSS COUNCIL OF ) AMERICA,6300 ENTERPRISE LN,MADISON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE DATE 2/23/07 FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 41111 j PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 07 /20 DRWG CNBRGBLK0207 ssIMPORTANTss FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW BCG,INC.,SHALL , (�RF�9N -ENG SJP/KAR ALPINE NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSS IN UJJA7 7 CONFORMANCE WITH TPI;OR FABRICATING,HAN➢LING,SHIPPING, INSTALLING &BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. -7 'in 2•i9"t '4,- ITW,BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K)ASTM A653 GRADE 40/60(W,K/H,SS) C V GALV.STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS I7WBUILDING COMPONENTS GROUP,INC.DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION DF PLATES FOLLOWED BY<D SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Renews6/30/2019 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/TPI 1 SEC.2. Gable Stud Rein-Forcemeat Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1:00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace <1) lx4 "L' Brace w (1) 2x4 'L" Brace A (2) 2x4 'L" Brace xw (1) 2x6 'L' Brace w (2) 2x6 'L' Brace xw Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10" 8' 2" 8' 6' 9' 8' 10' 1' 11' 6' 12' 0" 14' 0" 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir F #1 / #2 Standard #2 Stud r #3 4' 7' 7' 9" 8' 3' 9' 7' 9' 11' 11' S" 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard S O H P Stud 4' 7' 7' 8' 8' 2" 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0" 14' 0' Standard 4' 7' 6' 7' 7' 0" 8' 10' 9' 5" 11' 5' 11' 10' 13' 10' 14' 0" 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww QJ #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 2' 11' 8' 12' 1" 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 S P #2 4' 10' 8' 2' 8' 6" 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 8' 7' 0" 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU D P L Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11' 14' 0" 14' 0' 14' 0' 14' 0' Standard 4' 7" 6' 2" 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0" Group B: U - S P r #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir r #3 5' 3' 9' 3" 9' 9' 10' 11" 11' 4' 13' 0" 13' 7' 14' 0' 14' 0' 14' 0" 14' 0' #1 & Bir c_ U —F Stud 5' 3" 9' 3' 9' 7" 10' 11' 11' 4' 13' 0' 13' 7" 14' 0' 14' 0" 14' 0" 14' 0' Q� - I Standard 5' 3' 8' 1" 8' 7' 10' 10° 11' 4" 13' 0' 13' 7' 14' 0' 14' 0" 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww \ #1 5' 9' 9' 6' 9' 10" 11' 3' 11' 8' 13' 4" 13' 10' 14' 0" 14' 0" 14' 0" 14' 0' #1 #1 / S P #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0" 14' 0' 14' 0" 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). cu `13�I D P L Stud 5' 5' 8' 6" 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' wwwFor lx4 So, Pine use only Industrial 55 or Standard 5' 3' 7' 6" 8' 0' 10' 0" 10' 9° 13' 0' 13' 7' 14' 0" 14' 0' 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B O #1 / #2 6' 1' 10' 4' 10' 8" 12' 2' 12' 8" 13' 2" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d 5 I P #3 5' 9' 10' 2' 10' 7" 12' 0' 12' 6" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' Gable Truss Detail Notes: LD U u P Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Wind Load deflection crtterlon Is L/240. OStandard 5' 9" 9' 4' 9' 11" 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4" 10' 6' 10' 10' 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' continuous bearing (5 psf TC Dead Load). d 5 #2 6' 1' 10' 4" 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0" 14' 0' 14' 0" 14' 0'. 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. (—! 11 P L Stud 5' 11" 9' 10' 10' 6' 12' 1' 12' 7' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8" 9' 3' 11' 7' 12' 5' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails. About! 1 0 X For (1) 'L' brace: space nails at 2" o.c 11 Gable Truss 11 I' in 18' end zones and 4' o.c. between zones. !a1 Lrcngmubanuof80% ofb . �each end. Max web Brace �`� Gable Vertical Plate Sizes total length is 14', :Tx , Vertical LengthNo Splice 2x4 DF-L #2 orLess than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', but2X4Vertical len th shown brace; single ' less than Il' 6'g or double cut 18, +QGreaterthn11' 6' 3Xin table above. ' 45, , o(asshown) ntL 14 © + Referto moron trussdesign forupper end. i �ipeak, splice, and heel plates/ / / ,' rtinuous Bearing /10 / / / Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web. Refer to chart above for no length. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! Vj REE A$CE7-10-GAB12015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. s OW I N E" o Trusses require extreme careIn fabricating,handling,shipping,installing and bracing. Refer to and 0 si Z DATE 10/01/14 • follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) for safety 19575 9 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. odgibbk Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord %I DRWG AlB015ENC101014 shalt have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs �I )=II Il shall have bracing installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face �- j O Illlll�\\\\IIJII of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160#-Z for standard plate positions, 07 3/20 7 AN ITW COMPANY Alpine, a division of ITV/Building Components Group Inc. shall not be responsible for any deviation from Ogtp®/= this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 7l'e7Y J MAX, TOTS CTI. 60 Pc`E installation&bracing of trusses. V L J A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional 9 fA.29 i90 •, engineering responsibility solely forithe design shown. The suitability and use of this drawing ROL , W w N� For any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Lakefront 3045 Earth City,MO63045 For more information see this job's general notes pageand these web sites: MAX, SPACING 24.0" ALPINE: www.lpineitw.coml TPIwww t int,or i SBCA: www.sbcindustry.orgl ICL: wwwdccsafe.org