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Plans (251) M - cA r Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W1N7175Z1414134221 Truss Fabricator: Truss Components of Oregon Job Identification: 0617110--PARR LUMBER-HI LLSBORO -Bi ggi OW lot 8 Provi danc -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) „Leo PROF Engineering Software: Alpine proprietary truss analysis software. Version 16.01. �`sS� Truss Design Loads: Roof - 42 PSF .1 1.15 Duration 0�5 r1G 114FF OZ Floor - N/A 19575 Wind - 120 MPH (ASCE 7-10-Closed) Notes: 06/4/2017 1. Determination as to the suitability of these truss components for the 0 OREGON structure is the responsibility of the building designer/engineer of "VA`men.20,199 6P record, as defined in ANSI/TPI 1. "-OLD W W.N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 �, „ URarola . eal Details: 12015EC1-GBLLETIN-GABRST10-BRCLBSUB-CNBRGBLK-12030EC1- Submitted by GWH 13:41:42 06-14-2017 Reviewer: PBC $ $ # Ref Description Drawing# Date 1 58805--AGE 17164089 06/13/17 2 58806--A 17164087 06/13/17 3 58807--AG 17164078 06/13/17 4 58808--AGA 17164083 06/13/17 5 58809--B 17164082 06/13/17 6 58810--BG 17164085 06/13/17 7 58811--BGA 17164076 06/13/17 8 58812-41 17164081 06/13/17 9 58813--C 17164091 06/13/17 10 58814--CGE 17164077 06/13/17 11 58815--DGE 17164084 06/13/17 12 58816--D 17164075 06/13/17 13 58817--D1 17164086 06/13/17 14 58818--D1G 17164092 06/13/17 15 58819--EGE 17164080 06/13/17 16 58820--E 17164079 06/13/17 17 58821--FGE 17164088 06/13/17 18 58822--F 17164090 06/13/17 TH1 S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - AGE ) 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=6.0 psf, wind BC Webs 2x3 HF #2 DL=3.0 psf. :M12, M13, M14, M15, M16, M17, M18, M19, M20, M21, M22 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requi rements. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad engineer of record. 2X3 studs require reinforcement at 70% of the applied per IBC-15 section 1607. length tabulated for 2X4 studs of the same grade. WARNI NG: Furni sh a copy of thi s DWG to the i nstal I ati on contractor. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web Special care must be taken during handling, shipping and installation of member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. trusses. See "WARNING" note below. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Truss designed to support 1-0-0 top chord outlooker span and factor for dead load is 2.00. cladding Ioad not to exceed 5 PSF one face, and 24" span 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 allowed within 12" of notches. Do not notch in overhang or heel panel. 5X7 M17 M18 5X7 M uI itill MI6 . T M1 "13M ��M19 20M21 6 :.... M�225X7� (a) a) a) a) a) (a�(aa (a (a .%%.,,%. , 6 12-4-3 I 11e e 1 ♦ I 1 I 1A e 1 1 1 1 1 1 e :4'7'4%4\ +9-0-0 1 /'///////////////////////////////////////////////g///////////i //%////////////////////////7/// ///////il/////////////////////////////////////// 3X5(A1) = 5X7-=- 5X7,------ 3X5(A1) 2-4-11 24-0-0 _I_ 24-0-0 _I 48-0-0 Over Continuous Support R=129 PLF U=3 PLF W=48-0-0 RL=5/-5 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) EO PROFtc PLT TYP. Wave FT/RT=2% 0% /4 0 16.01. 0• �0e ( ) ( ) � iv� ss� OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon 503)357-2118 ""WARM NGI""ROD AND FOLLOW AU.NOTES ON THI s DRAWING!NGI a 825N4th Ave,ComeliusOR97f13 "I '• • FURNISH THIS SHARING To ALL CONTRACTORS INCLwlrw THE INSTALLERS. C! 19675 41 y TC LL 25.0 PSF REF R7175- 58805 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 9 the I atest edition of BCSI (SalIding Component Safety I nformati on. by TPI and WTCA) for safety practices prior %, TC DL 10.0 PSF DATE 06/13/17 to performing these functl ons. Installers shall provide temporary bract ng per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17164089 Aglilibik rigid cell Ing. Locetl ons shown for permanent lateral restraint of webs shall have bracing installed per SCSI ,4�� sect)ons 83, 87 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 0. 14/20 7 r the ine, Ddlalie, unless nates otherwise. Refer up Inc.dta 160A-Z for spoesibtl plate positions. BC LL 0.0 PSF CA-ENG BFR/GWH I AI pl ne, a dl vl sl on of 1 T'w But 1 do, ng Components Group Inc. steal I not be responsl bl a for any tlevi etl on from this 0 OREGON drawl ng, any failure to but l d the truss 1 n conformance wi th ANSI/TPI 1, or for handl Ing. shi ppl ng, i AN ITW COMPANY Installation&bracing of trusses. 011•1 mewing! "V A'an,201ee1 TOT. LD. 42.0 PSF SEAN- 119025 Aressppaal,s al l l ty sofed 1l el ypfoe theor dealddeagn shown.II et'rip TThe aul tail I I ty'di cotes and use of this drof rawl ng for any structure I s the 8351 Rovaea Circle reegonsl bi I l ty of the all l dl no Deal goer per ANSI ITPI 1 See.2. "VA o w W.N� DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s Job's general notes page and these web sites: ALPINE: www.alplnet tw.caw TPI: wax tpinst.ore: RICA: wpm.sbclndustry,cow ICC: mea Iccsafe.org Renews 8130/2017 SPACI NG 24.0" JREF- 1W1N7175Z14 • THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - A ) 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=6.0 psf, wind BC Webs 2x4 HF #2 DL=3.0 psf. :W1, W3, W10, W12 2x4 HF Std/Stud: :W6 2x4 DF-L #1&Bet.: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. WARNING: Furni sh a copy of this DWG to the i nstal I ati on contractor. Special care must be taken duri ng handling, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. 5X7= 4X8 T > X8 / /\t , 1. 5X4/// 1.5X4�� a)(a)I 12-4-3 W6 /1` W3 _ • f % / _ _ 9 0 0 1 / 5X7= - 5X7= 3X5(A1) 3X5(A1) 2_4,11 23-2-0 >I< 24-10-0 J Fc 6-0_90-9_I_ --6-0-0 8-2-9 6-0-0 7-4 -9 6-0-0 1 g 6-07 4-9 6_0-0 8-2-9 6-0-0 X 7 9 9-0 7I— 24-0-0 _l_. 24-0-0 J F 48-0-0 Over 3 Supports R=813 U=10 W=5.5" R=2842 U=40 W=5.5" R=721 U=2 W=5.5" RL=206/-216 Note: All Plates Are 3X5 Except As Shown. Desi gn Cri t: I BC2015/TPI -2014(STD) :gO PROP PLT TYP. Wave FT/RT=296(096)/4(0) 16.01. ø ' % a Fs, OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503 357-2118 w*WARNING!•w READ ABS FOLLOW ALL NOTES ON THIS DRAWING! c �V I ttC` 2 REF R7175- 58806 - po ••INPORTANT•• FURNISH TMS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97 13 Trusses requi re extreme care I n fabri cat s ng, handl I ng, shi ppl ng, natal l I ng and bract ng. Refer to and fol 1 ow 19575 17 the latest edition of BCSI (Sullding Component Safety Informatlon, by TPI and WTCA)for safety practices prier ' f, TC DL 10.0 PSF DATE 06/13/17 to performing these functions. Install ors shall prowl de temporary brad'ng per BCSI. Unless noted otherwl se, _ top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attachedAir rl RI d cel I Ing. Locatl ons shown for permanent 1 ateral restral nt of webs shal I have braci ng I nstal I ed per BCSI /- / BC DL 7.0 PSF DRW CAUSR7175 17164087 A 11_,J:=1-41^ I thetJoint B3, Ell or Detalls, unlesss, as notedherwl so. Refert to drawl ngsface 1600-Z fortruss standarrd plate post ti ons.i ti on as shown above and on I r 14/20 V Alpine, a division of ITV/Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. TOT.LD. 42.O PSF SEWN- 118971 AN 17W COMPANY installation&bracing of trusses. Q v 0 IN A seal on thl s drawing or coax page I I stl rig thl•drawl� I ndl cotes accptw•of proI'esel ons) l nearing •� on'20,190 .63 rasponsiblllty solely for the deal Lin shown. Tess wltabl Ity end use of t is drawl ng for any structure I the QLD W a Y► DUR. FAC. 1. 15 FROM BB 8351 Rovaga Circle rsaponsl hl l l ty of the Sul la no Pool goer per ANSI Inn1 Sec.2. Saclamenlo,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W1N7175Z14 ALPI NE: www.al pi net tux.corn; TPI: waw.tpl nst.org; WTCA: www.sbci ndustry.corn; ICC: Awe.I ccsafe.org Renews 6/301201 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - AG ) Top chord 2x4 HF #1&Bet. :T1 2x4 DF-L 2400f-2.OE: The maximum horizontal reaction is 216# :T4 2x4 HF #2: Bot chord 2x4 DF-L #2 :B2 2x4 DF-L #1&Bet.: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :B3 2x4 HF #2: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 DL=3.0 psf. :W1, W3, W10, W12 2x4 HF Std/Stud: :W6 2x4 DF-L 2400f-2.OE: :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' (a) Continuous lateral restraint equally spaced on member. Special loads Deflection meets L/360 Iive and L/240 total load. Creep increase (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) factor for dead I oad i s 2.00. TC- From 72 p f at -2.39 to 72 p fat 1.50 TC- From 297 p f at 1.50 to 212 p f at 11.50 WARNING: Furnish a copy of this DWG to the installation contractor. TC- From 72 p fat 11.50 to 72 p f at 24.00 Special care must be taken during handling, shipping and installation TC- From 72 p f at 24.00 to 72 p f at 48.00 of trusses. See "WARNING" note below. BC- From 4 p f at -2.39 to 4 p fat 0.00 BC- From 14 p f at 0.00 to 14 p f at 48.00 WI nd I oads and reactions based on MWFRS wi th additional C&C member desi gn. 5X7= 4X8o 4X8% 3X5 3X5 6 � 4X8s 4X8 1.5X4 3X50 a)(a) 12-4-3 3X10(C5) 2X4�; W3 W6 W1` _/\1111,, /'\,...,.......N....%.. 9-0-0 1 3C5) = 5X5= 6X6= B24 w= 5X7= B3 3X5= 3X5(A1) 3X5= 2-4-11_ 23-2-0 >L 24-10-0 1 Fc 6-0-0 ._.. 6-0-0 j 6-0-0 6-0-0 .,j,,. 6-0-0 ._1_ 6-0-0 ,j 6-0-0 _L_ 6-0-0 7-9-9 —I_ 8-2-9 T 7-4-9 11-2 8 7-4-9 I' 8-2-9 T 7-9-9 I_ 24-0-0 _I— 24-0-0 J [< 48-0-0 Over 3 Supports R=2005 U=53 W=5.5" R=3670 U=57 W=5.5" R=501 U=189 W=5.5" RL=206/-216 0,0 PLT TYP. Wave Desi gn Cri t: I BC2015/TPI -2014 T/RT 296(096)/4(0) D) 16.01. il i 9 PROF�`r• %. OR/-/1/-/-/R/- Scale =. 125"/Ft. pa ) G Truss N4thAye, of sOR97(137 1118 'wARNIWOI READ am FOLLOW NOTES TO THIS DRAWING! 19575 q. c. TC LL 25.0 PSF REF R7175- 58807 ••IMPORTANT"• FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requi re extreme care In fabri can ng, handl Ing, shipping, InstallIng and bracing. Refer to and foil ow r the latest etll ti on of BCSI (Soildi ng Component Safety informant 00, by TPI and WTCA)for safety practices prl or %h TC DL 10.0 PSF DATE 06/13/17 to performing these Punct'ons. I total tern shat I provide temporary bracing per SCSI. Unless noted otherwl se, top chard shall have properly attached structural sheathing and bottom chord shal I have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 17164078 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI ,4 sections B3, B7 or B10, as appl'cable. Apply plates to each face of truss and post ti on as shown above and on 14/2017 O , the Joint Renal ls, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate posi ti ons. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH L Al pine, a division of I TW Sul l ding Components Group Inc. shall not be responsl bl a for any devi ati on from this drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMPANY Installation&bracing of trusses. drawl 11p, sWp 9 VIP.20,+e9°'a ' TOT. LD. 42.0 PSF SEAN- 118981 ' Araappeas DI I I ty sol el seal on thl s drawl yGfor the des shown.or cover pege II stl ng TThe hl ssul tab'I 1 ty�and use of thI s drawing for any structure I s the -rO`D W• \•� rwaponsl PI I I ty or tib BW Ids ng Dual gner per ANSI/TPI ,000.2. DUR.FAC. 1. 15 FROM BB 8351 Rovana Circle Sacramento,CA 95828 For more i nformati on see this Job's general notes page and these web si tes: Renews&90/2017 SPACI NG 24.0" J RE F- 117175Z 14 ALPI NE: www.al pi nei tw.cam; TPI www.tpl nst.org; WTCA: www.sbcl ndustry.cot; ICC: wow.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - AGA ) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #1&Bet. : 120 mph wind, 15.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 •W1, W3 2x4 HF Std/Stud: DL=3.0 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Right end vertical not exposed to wind pressure. Special I oads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) (a) Continuous lateral restraint equally spaced on member. TC- From 72 p fat 0.00 to 72 p fat 1.50 TC- From 297 p fat 1.50 to 212 p fat 11.50 Deflection meets L/360 live and L/240 total Ioad. Creep increase TC- From 72 p fat 11.50 to 72 p fat 23.63 factor for dead load is 2.00. TC- From 72 p fat 24.00 to 72 p fat 48.00 BC- From 4 p f at -2.39 to 4 p f at 0.00 BC- From 14 p fat 0.00 to 14 p fat 23.63 Wind loads and reactions based on MWFRS with additional C&C member desi gn. 2X4 III T 4X8 0 3X5 i 4X8 12-1-15 2X4\\\ 6 r 3X5 �r :: c. 9-0-0 _ 2X4(C5) = 5X5= 6X6= 3X5(R) III 6X8(C5) gc 6-0-0 L. 6-0-0 6-0-0 L. 5-5-12 �12 7-9-9 8-2-9 �` 7-7-5 23-7-8 Over 2 Supports R=2403 U=58 W=5.5" R=1549 U=64 W=5.5" RL=197/-43 Design Cri t: I BC2015/TPI -2014(STD) POD PROpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 1, b ...Rt.. OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARN]WI"READ MD FOLLOW ALL MITES OW T is DRAM NM C7� 2 TC LL 25.0 PSF t ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'PREF R7175- 58808 825 N 4 Ave,Cornelius OR 97 13 Trusses require extreme care 1 n fabrl cats ng, handl 1 ng, shl ppi ng, installing and bracing. Refer to and fol 1 ow • 19575 the latest edition of SCSI (Sul l di ng Component Safety I nformati on, by TPI and NTCA) for safety practices prier , t TC DL 10.0 PSF DATE 06/13/17 to per£ormi ng these functi ons, Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, top chord shalI have properly attached structural sheathing and bottom chord shell have a properly attached 1:411W ----• BC DL 7.0 PSF DRW CAUSR7175 17164083 rigid cell Ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI TII sects ens 53, or 510, as applicable. Apply plates to each face of truss and posttioe as shown above and on 0. 14/2017 [IN I IJAILPthe Joint Detaiel ls, unless noted otherwise. Refer to drewirgs 160A-Z for standard plate positions. 0 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a di vi sl on of 11W exuding Components Group Inc. shall not be r@sponsl ble for any deviation from this drawl ng, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY 1 natal lotion&bracing of trusses. np Rwp 1 v.n,20,19a1N TOT. LD. 42.0 PSF SEON- 118986 Ar sp nw bI I l ty ssobel yW t hr Mhe des page slhwn.ng TThe ss al ttaabl I I ty�and use of thl ss d ngg�a str�urre I s"the -FOL.o W• "" 8351 Rovana Circle reeponal IN l l ty of the Bull 01ng Deal gner per ANSI/TPI 1 Sec.2. DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job.s general notes page and these web sl tes: Renews 13I3OZ017 SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPI NE: www.al pi nel tw.com; WI: waw.tpi nst.org; WTCA: www.sbci ndustry.com; ICC: waw.I ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - B ) Top chord 2x4 HF #2 Negative reactions) of -186# MAX. (See below) from a non-wi nd Ioad Bot chord 2x4 HF #2 case requi res uplift connecti on. Webs 2x4 HF #2 :W1, W10, W11, W12 2x4 HF Std/Stud: :W5 2x4 DF-L 2400f-2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC (a) Continuous lateral restraint equally spaced on member. DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive 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 load. Creep increase factor WARNING: Furnish a copy of this DWG to the installation contractor. for dead 1 oad i s 2.00. Special care must be taken duri ng handling, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. Shi m all supports to solid bearing. 5X7 4X8y 1.5X4111 4X8 . T 6 6 1.5X4 12-4-3 1iii/111111111111L 4111111111111 W10 W11 W12 \ ................... .°'.".°' 5X7 1.5X4111 9-0-0 t 3�A1) 4X8= 6X:= 5X7,---- 3.5 3X5(A1) -z----.- 2-4-11, 19-4-0 �- 28-8-0 L ^1-6-0 b-5-9718-0 I_ b-5`11 .._.L. 10-12-7 45-11-4 .l6-0-0 4-6-0 sl` 6-6-4 'I` 5-5-12 5-5-12 'I 6-0-0 I 24-0-0 _I 24-0-0 25-6-0 " 1 - 11-0-4 —i- 11-5-12 48-0-0 Over 3 Supports a. R=422/-186 U=65 W=5.5" R=787 U=20 W=5.5" RL=221/-225 R=3459 U=11 W=5.5" Note: All Plates Are 3X5 Except As Shown. PROF Design Cri t: 1 BC2015/T( -2014(STD) )14()D) 'so F'Si OR/-/1/-/-/R/- Scale =. 125"/Ft. PLT TYP. Wave FT/RT=2%(0%)/4 0 16.01. SS' Truss 825N4thAve,sofOregon (503)357-.1118 wwWARNIMGI"READNd)NGTFOLLOW ALL NOTES mlTHIS LUDINGBl �NC) •F�� Gtr TC LL 25.0 PSF REF R7175— 58809 825 N 4th Ave,Cornelius OR 97113 ••I IsnNrum• FURNISH THIS DRAWING TO Au CONTRACTORS INCLUDING NB 1NE INSTALLERS. 19575 Trusses cern inre fextreme care In fadi ng Cicatsen handl ing, shiati ng, IysTPIl Ind and brado no. Refer ao and fellow %T TC DL 10.0 PSF DATE 06/13/17 the latest ern tion of BCSInctl (Bns. Inst CompolIersnent Safety I de tempoirar by TPI and WTCA)for safety practices prior to performing these fundi ons. Installers shall provide temporary bracing per BCSI, Unless noted otherwise, 141164, rep chord shall have properly attached structural sheathing and bottom chord shall have a properly attached • BC DL 7.0 PSF rigid cel 1 I ng. Locatl ons shown for permanent 1 ateral restrainteach of webs shall have bracing Installed per BCSI DRW CAUSR7175 17164082 ALF-1N1 thetloln 83, e7 or, r8y braytotruss noted otherwl se. Refer to drawl ngs 160A-2 for standard plate post ti ons. Alpine, a division of I1W Building Components Group inc. shall not be responsible for any davlat!on from this 0 BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to bui Id the truss in conformance with ANSI/TN 1, or for handl Ing, shi pp!ng, AN mvcoMWWY Inatallat'on&bracing of trusses, q /meTOT. LD. 42.0 PSF SEAN— 118989 Ara p naDI11 ty solelon this ygor for the fires psge Ila net ssddl twng,tynend use of tM icates s daof rawl np fusoatretu'ree ingMV {,8351 RovanaCircleeaponsi elII ty of the Building Heel goer per ANSI/TPI 1 Sec.2. DU R.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informatl on see this Job's general notes page and these web SI ten: Renews 6/30/2017 SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPINE: ww. an; TP w.al pi nel tw.corm WI www.tpi nst.org: WTCA: www.sbci ndustry.cue: ICC: www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - BG ) Top chord 2x4 HF #2 :T1 2x4 DF-L 2400f-2.OE: Negative reactions) of -278# MAX. (See below) from a non-wi nd I oad :T2 2x4 DF-L #1&Bet. : case requires uplift connection. Bot chord 2x4 HF #2 :B2 2x4 DF-L #1&Bet.: Webs 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :W1, W2, W3, W12, W13, W14 2x4 HF Std/Stud: :W7 2x6 DF-L 2400f-2.OE: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Speci al I oads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) (a) Continuous lateral restraint equally spaced on member. TC- From 72 p fat -2.39 to 72 p fat 1.50 TC- From 297 p fat 1.50 to 212 p fat 11.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 72 p fat 11.50 to 72 p fat 24.00 load applied per IBC-15 section 1607. TC- From 72 p fat 24.00 to 72 p fat 49.50 BC- From 4 p f at -2.39 to 4 p f at 0.00 Deflection meets L/360 Iive and L/240 total Ioad. Creep i ncrease BC- From 14 p fat 0.00 to 14 p fat 25.50 factor for dead load is 2.00. BC- From 15 p fat 25.50 to 15 p fat 36.52 BC- From 15 p fat 36.52 to 15 p fat 48.00 WARNING: Furnish a copy of this DWG to the installation contractor. BC- From 4 p fat 48.00 to 4 p fat 49.50 Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Shim al l supports to solid beari ng. 57.,::. 4.:8--. X7= H0508% 1.5X4 III 3X5 4X8' T T2 5X5-04:0;„./...'" X5 6 r 00 3X50 3X5 T1 3X5 12-4-3 1. 5X4 III W14 W1 �� _ J 3.5 5X7= 3.5 `.. 9- 3X5� 0 0 1 4X5(R) III 4X8= B2 5X7= 1. 5X4111 4X5(A2) = 4X12= 3X5--= 3X5(A1)Eze 2-4-11 > 1-6-0< 19-4-0 1-6-0 4 11-11...1_ 6-5-11 _t_, 6-7-7 4-5-4._l_ 6-0-0 6-6-4 5-5-12 6-0-0 6-0 8-2-0 'i_ 9-10-12 5-11-4 -I-4-6-0+ 6-6-4 15-5-12 I 6-0-0 I e 24-0-0 �I, 24-0-0 25-6-0 1 11-0-4 T 11-5-12 48-0-0 Over 3 Supports R=1255/-278 U=87 W=5.5" R=4391 U=56 W=5.5" R=701 U=22 W=5.5" RL=221/-225 Desi gn Cri t: I BC2015/TPI-2014(STD) .Ep PROF . PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 0, . , OR/-/1/-/-/R/- Scale =. 125"/Ft. _ Truss CotrlponentsofOregon (503)357-2118 "'WARNIMGI•`READ AND FOLLOW AU.NOTES ON THIS DRAWING! NGI SS FFO A � TC LL 25.0 PSF REF R7175- 58810 825 N 4thAve,Cornelius OR 97113 'IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NO THE INSTALLERS. 19575 to Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer and follow , �' TC DL 10.0 PSF DATE 06/13/17 the latest edi tl on of SCSI (Bul Idl ng Component Safety I nformatl on, by TPI and WTCA)for safety practices Prior /r to performing these Punct!ons. Installers shall provl de temporary bracing par SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached � BC DL 7.0 PSF DRW CAUSR7175 17164085 rigid cel l l ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sect!ons 83, 87 or 810, as applicable. Apply plates to each face of truss and posh!on as shown above and on 0. 14/20 7 An ��N the Joint DetaiIsi eeless notatl otherwise. Refer to drawlrgs 16oA-Z for standard Plate podinines. BC LL 0.0 PSF CA-ENG BFR/GWH II Alpine, a division of ITW Building Components Group Inc. shall rot be responsible for any deviatlan from this OREGON drawl ng, any fall are to build The truss In conformance with 0551/TP! 1, or for handling, shipping, .(� AN ITW COMWWY installation&brach ng of trusses. 7,0"on,20,19 �P TOT. LD. 42.0 PSF SEAN- 118995 A semi on this drool ng or moor pops I I stl ng tills tlraM ng, I nclI cotes acceptance of profess'mil asp!!swirl ir'1 respoasl bill ty solely for the design shows. The sul tab!lty and use of till drawl ng far any structure IsntM OLD W, DUR. FAC. 1. 15 FROM BB 8351 Itnvoca Circle respond bl I I ty of the Sul I di ng Dmf gnsr par ANSI/TPI 1 Sea.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web si tes: Renews WO/201 SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPI NE: www.al pi nei tw.can; TPI: waw.tpi not.erg: WTCA: www,sbci ndustry.coin; ICC: waw.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - BGA ) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W4, W5, W6 2x4 HF #2: DL=3.0 psf. Special Ioads Right end vertical not exposed to wind pressure. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 plf at -2.39 to 72 plf at 1.50 (a) Continuous lateral restraint equally spaced on member. TC- From 297 plf at 1.50 to 212 plf at 11.50 TC- From 72 plf at 11.50 to 72 plf at 19.71 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive BC- From 4 plf at -2.39 to 4 plf at 0.00 Ioad applied per IBC-15 section 1607. BC- From 14 plf at 0.00 to 14 plf at 25.50 Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member 2X4 Ill desi gn. t Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. H0308 T2 5X5 W6 10-2-7 (a) ; ii6i1A- ' ■■ 9-0-0 4X5(R) Ill 3X5 01.°11.3.1:10(63) = 4X5(R) III 3X5= L2-4-111.1 6-QQIP 4-11-11 _I_ 6-5-11 6-7-7 1"12 -6-b 8-2-0 10-0-8 19-9-8 Over 2 Supports R=2322 U=58 W=5.5" R=1389 U=50 W=5.5" RL=182/-58 (4.5" Effective Contact) Desi gn Cri t: I BC2015/TPI -2014(STD) - PLT TYP. 20 Gauge HS,Wave FT/RT=296(00/4(0) 16.01. 0,. ® '� OFFS OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI"READ AND FOLLOW ALL NOTES ON IRIS DRAMS! 5 I N `�eREF R7175- 58811 _ 825 N 40)Ave,Cornelius OR 97113 •.11PORTARrw* RAM sit THIS DRAPING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 0� <JG F `� OZ TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 1 9575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior , TC DL 10.0 PSF DATE 06/13/17 to performing these functions. I nstel I ers shall provide temporary bracing per SCSI. Unless noted otherwise, 1! , top chord shat I have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I I ng. Locatl ons shown for permanent 1 ateral restral nt of webs shal I have bract ng 1 nstal I ed per SCSI Al. BC DL 7.0 PSF DRW CAUSR7175 17164076 77.,4�IJO sections 63, B7 or 0111, as applicable. Apply plates to each face of truss and post ti on as shown above and on 4 the Joint Details, unless noted otherwl se. Refer to drawings 160A-2 for standard piano post Si ons. O e 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH l Al pi ne, a dl vi si on of 1 TW But l dl ng Components Group Inc. shall not be responsi bl a for any devl ati on from this drawl ng, any Tal 1 ure to bat 1 d the truss I n Conformance wi til ANSI/TPI 1, or far handl t ng, sill ppt ng, OREGON .mi TOT. LD. 42.0 PSF SEAN- 118999 AN my/COMPANY 1 metal I atl on&bract ng of trusses. . A seal on till a drawl np or cover pops I I stl np MIs drawl np I nen cats!acceptance of prohasl onal mai merino p '� `en,20,19�' reepensl bll I ty solely for the design shown. The sal tabl Ity and use of this drawl no for any structure IS the 8351 RDvanaCircle rwapow,Ibll Ity or She Balldlnp Dsslpner per ASI/WI 7 See.2. OLD w•N DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatt on see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPI NE: wwnx al pi mel tw.can; TPI: www.tpl net.org; WTCA: www,sbcl ntlustry.com; ICC: www.I ccsafe.org Rwnsw.wArv'Mt7 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - B1 ) Top chord 2x4 HF #2 :T4 2x4 DF-L 2400f-2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE :B1 2x4 DF-L #2: :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W11, W12 2x4 HF Std/Stud: DL=3.0 psf. :W9 2x4 DF-L 2400f-2.OE: :Rt SI i der 2x4 HF #2: BLOCK LENGTH = 3.208' Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. Cal cul ated hori zontal defl ecti on i s 0.41" due to I i ve I oad and 0.30" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. Calculated vertical deflection is O.76" due to live load and 1.11" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead I oad at X = 36-6-4. Speci al care must be taken duri ng handling, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. 5X7=— 3X7 1.5X4 III 5X7(R) /// 4X8. T 3X5 `•8X10. 1. 5X4 (a) a) '`� T4 3X5. 12-4-3 3X5. �� H0619(F6) a 61 B2 "�12 3,H1019 3,5 W12 �` � 9-0-0 1 4X8(B3) = 3X5= H0308 asX8— 5X7= 1. 5X4 III 63X5(F6) 1-6-0 6-5-11 6-5-11 6-7-7 4-5-4 6-0-0 6-6-4 5-5-12 6-0-0 9-8-0 9-10-12 5-11-4 4-6-0 6-6-4 5-5-12 6-0-0 c 24-0-0 _I_ 24-0-0 25-6-0 T 11-0-4 T 11-5-12 48-0-0 Over 2 Supports R=2066 U=21 R=2208 U=25 W=5.5" RL=207/-201 Desi gn Cri t: I BC2015/TPI -2014(STD) R . . •PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 00 33 •'% OR/-/1/-/-/R/- Scale =. 125"/Ft. • Truss Components of Oregon (503)357-2118 ••WARMNGI0w READ AND FOLLOW ALL NOTES ON 11115 URARING1 5 IN O•/ REF R7175- 58812 Po 825 N 4th Ave,Cornelius OR 97113 ••IIRrANr•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALERS. G F ,y TC LL 25.0 PSF Trusses regw ra ectrem e c re I n fabrl Fact ng. handl I ng, shl ppl ng, I metal I I ng and bract ng. Re Per to and rel 1 eve 19575 0 �� theI atest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 7 TC DL 10.0 PSF DATE 06/13/17 to perform]ng these functions. Installers shot I provide temporary bracing per SCSI. Unless noted otherwise, I top chord shat I have proper!y attached structural sheath'ng and bottom chord shall have a proper!y attached ,411164rigid eel I i ng. Locati ens shown for permanent I eteral restral nt of webs shall have bract ng Instal 1 ed per SCSI ail, i / BC DL 7.0 PSF DRW CAUSR7175 17164081 sections 83, B7 or 810, as appl I cable. Apply plates to each face of truss and position as shown above and on11 _ /�n I^ I the paDotal other*nt s, unless noted otherse. Refer to drawings 160A-Z for standard plate peal tints. 0. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH /�1 IL�r ' �I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ^ OREGON AN OWCOMPANY Install atlen&bracing of trusses. V, TOT. LD. 42.0 PSF SEQN- 119018 . A s1 on tN s drawl ng or raver page I I atl no this drawl I MI t .Ceaptalo•of profess'wlsl a,Dl nssrl ng 9 • ressealwlsl RI I 1 ty eve Sly for the deal Rn shown. TM sul tsbl I I e$$s ty and use of tills drawl no for any structure I s the V A'20,19 8351 Rovana Circleroapensl w I I ty of the Elul per ANSI/IWI f Sae.2. Rul I dl ng Desi� 0 C D w.Y1-4. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 Per more Information see this Job's general notes page and these web si tes: SPACI NG 24.0" JREF- 1W1N7175Z14 ALPINE: www.al pi net tw.tan; TPI: www.tpl nst.org: .TCA: www.sbci ndustry.coICC: www.I ccsafe.org Rnnawa 17.M110117 7 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - C ) Top chord 2x4 HF #2 :T3 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L 2400f-2.OE: anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: DL=3.0 psf. :B3 2x4 DF-L #2: :B4 2x4 DF-L 2400f-2.OE: Webs 2x4 HF #2 :W1, W10, W11 2x4 HF Std/Stud: Wind Ioads and reactions based on MWFRS with additional C&C member :W9 2x4 DF-L #2: design. :Rt Slider 2x4 HF #2: BLOCK LENGTH = 3.208' Cal cul ated hori zontal defl ecti on i s 0.35" due to I i ve I oad and 0.25" (a) Continuous lateral restraint equally spaced on member. due to dead load. 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. Cal cul ated verti cal deft ecti on i s 0.66" due to I i ve I oad and 0.96" due WARNI NG: Furni sh a copy of thi s DWG to the i nstal I ati on contractor. to dead 1 oad at X = 39-0-0. Speci al care must be taken during handling, shi ppi ng and instal 1 ati on of trusses. See "WARNING" note below. 5X7 3X7 1. 5X4 III 1. 5X4 III 3x5.36 1-3 , 6 H0714 .00 �� 1. 5X4 1.5X4 III 3X5 (a) a) 12-4-3 a) (a) (a)' (a) W9 .1 r T4 1. 5X4--= W1 H0619 F6 W1 BJ 3.5 3.5 \ B ` 9-0-0 1 4X12(63) = 3X5= 4X8= 6X8=-B2 5X10= SS1012= 3X5(F6) 1-6-0 0 I_ 6-5-9118-0 6-5-11 __ 6- -7 +4-5-410 10613-12 'll`4-3-8-6-4-5-4+4-1-19-10-010-53 c 24-0-0 24-0-0 30-5-8 -I' 8-6-8 T 9-0-0 c 48-0-0 Over 2 Supports R=2065 U=21 R=2206 U=25 W=5.5" RL=207/-201 PLT TYP. 20 Gauge HS, 18 Gauge HS, Design Cri t: I BC2015/TPI -2014(STD) p PRpF Wave FT/RT=2%(0%)/4(0) 16.01. .' - FSS, OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI"•NERD AND FOLLOW AU.NOTES ON THIS OWING! < _1GINE. /0 TC LL 25.0 PSF REF R7175- 58813 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT,. RUNDI SH MI s DRAM NG TO ALL CONTNKTORS I NCLUDI NG THE I NSrALLERS. U' 4/ 2 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 r TC DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI (Bull di ng Component Safety I nformatl on, by TN and WTCA) for safety practices prior r to perform)ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, / top chord shall have properly nattached structural sheathing and bottom chord shall have a properly attached �♦// BC DL 7.0 PSF DRW CAUSR7175 17164091 rigid ceiling. orLocatlB10, as sheen for permanent lateral restraint of webs shall have bracing Installed per SCSI thetJoi atBPetal Ise unlesssnotedl otherwl se. Refer to to drawingsface 16.00-2 fortruss standarrdspl ate post til oonshown sabove and on I. 14/2017 A(I P�N Alpine, a di vlsi on of ITW Building Components Group Inc. shall not be responsible for any devlat!on from this /^� OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to but I d the truss i n conformance wl Oh ANSI/Till 1, or for handl l ng, shi ppi ng, V,M4.• P TOT. LD. 42.0 PSF SEAN- 119014 AN ITW CORWY I nstal I ata on&brad ng of trusses. . A seal on thl s drawl ng or covepa r ps 11 stn no title Waal ng, I ndl cats*seceptenw Nneer!of profess'anal qI no Y� °n•20,199 rasp0nsl 6111 ty solely for the demi on shown. The sal tabl II ty and use of thl s drawing far any structure I the Q NV DUR. FAC. 1. 15 FROM BB 8351 ROv808 Circlereasons!bill ty of the Bull dl no Deal goer per ANSI/11.1 1 sec.2. (D W.01' Sacramento,CA 95828 For more Informatl on see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPI NE: www.al pi nen tw.can; TPI: two tpl nst.org; WrCA: caw.sbci ndustry.corn; ICC: www.I ccsafe.org Renews 60012017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI ITER BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - CGE ) 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=6,0 psf, wi nd BC Webs 2x3 HF #2 DL=3.0 psf. :M12, M13, M14, M15, M16, M17, M18, M19, M20, M21, M22 2x4 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad desi gn. not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord may be notched 1.5" deep X 3.5" peri odi cal I y al ong top edge. DO NOT Provi de I ateral wi nd bract ng per I TWBCG wi nd bract ng detai I s or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch i n overhang or heel panel. I ength tabul ated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% len th of web bracing requirements. member. Attach with 10d Box or Gun nails (0.128"x3",min.} c 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord IIve Ioad Deflection meets L/360 Iive and L/240 total Ioad. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Speci al care must be taken during handling, shipping and i nstal I ati on of trusses. See "WARNING" note below. 5X7 M 7 M18 MM15 16 ,, �� 11419 20 M13M14"` 1 "s I 021 5X7 M1 Y 1122 5X7 6 r- ( H1b 12-4-3 l , 6 1I 1 11 '/1/1/ // /i/i ii//// // i ..�_>_,_,__:_ ,..__,_,�:_><:�." 9-0-0 1 3X5(A1) = 5X7— '5X7= 3X5(A1) 7=- 1-6-0 1-6-0 L 24-0-0 .J_ 24-0-0 J 48-0-0 Over 2 Supports R=128 PLF U=0 PLF W=30-2-0 R=125 PLF U=6 PLF W=17-10-0 RL=8/-7 PLF Note: Al 1 PI ates Are 1.5X4 Except As Shown. Design Crit: I BC2015/TPI -2014(STD) es0 PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .0 C SS_ OR/-/1/-/-/R/- Scale =, 125"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI ww READ Aro Foca ALL NOTES ON MIS DRAWING! REF 87175- 58814 825N 4th Ave,Cornelius OR 97113 wwINFORTANTww FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 F� 9 TC LL 25.0 PSF Trusses requl re extreme care in fabricating, handling, she ppi ng, Install Ing and bracing. Refer to and foil ow the latest edition of SCSI (BulIding Component Safety Information, by TPI end NTCA) for safety practices prior %/ TC DL 1 0.0 PSF DATE 06/13/17 to perform)ng these fundi ons. Installers shall provide temporary bracing per SCSI. unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached �' BC DL 7.0 PSF rigid cel 1 I ng. Locate ons shown for permanent I ateral restraint or webs Shall have bracing installed per BCSI f- DRW CAUSR7175 17164077 A�1 Lthe tons 83, 87 or B10, as app)1 cab) Apply ates to each face of truss and post ti on as shown above and on • 1420 O) I, the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH 1.____, Inc. sAl pl ne, a dl vl sl on of ITW But I di ng Components Group nc. shall not be response bla for any deviation from this drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I nstal l Ertl on 6 brace ng of trusses. v . A said fog.=drawing or caner pegs II Who this..1:1 IndlCats. ane.or preMsdoml a DIamenlnp Ory•2G.49e0 Q` TOT. LD. 42.0 PSF SEON- 119022 racponal DI 1 I ty:art y for tM tleal Dn shown. TTe this... teEl I t ty and OSR ofthisdrawl ng for any strveturn Is:he .O L D w,��' DU R. FAC. 1. 15 FROM BB 8351 ROvana CVCIe moans'bill ty of the Sal I di no Deal giver per ANSI/Tel 1 Sec.Z. Sacramento,CA 95828 For more Inrormatl on ase thisJob's general notes page and these web sites: Renews 6'9W2017 SPACI NG 24.0" JREF- 1W1N7175Z14 ALPI NE: new.al pl net tw.can; TPI: new.tpl nit.org; WTCA: www.sbcl ntlustry.cons ICC: www.)ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - DGE ) 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=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: DL=3.0 psf. :W2, W3 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requi rements. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor engi neer of record. 2X3 studs requi re rei nforcement at 70% of the for dead load is 2.00. length tabulated for 2X4 studs of the same grade. Truss designed to support 1-0-0 top chord outlooker span and Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive cladding Ioad not to exceed 5 PSF one face, and 24" span Ioad applied per IBC-15 section 1607. 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 allowed within 12" of notches. Do not notch in overhang or heel panel. 6X8(R) III -r- :(11) 8-11-5 21lIIIlIiNb0 I I — — �_ 9-0 0 r / 3X5= ,3X5■■I= 3X5= 4X5(81) = 4X5(B1) ----- II-6-d I1-6-d I_ 5-3-7 _L„ 4-11-9 4-11-9 _I_ 5-3-7 R=1381 U=19 W=3.5" R=1381 U=19 W=3.5" f 6-6-5 _i__ 7-5-b 'r 6-6-5 RL=212/-212 L_ 10-3-0 I 10-3-0 I 20-6-0 Over 2 Supports Note: Al I PI ates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI 2014(STD) 0PROF�`rSi OR/-/1/-/-/R/- Scale =. 25"/Ft. PLT TYP. Wave FT/RT=2%(0,6)/4(0) 16.01. �0w Truss Components of Oregon (503 357-2118 **WARM NGI••READ MD FOLL011'ALL NOTES ow THIS DRAWING! & lJ` F 2 TC LL 25.0 PSF REF R7175- 58815 po **IMPORTANT.* FURNISH TNI s BRAIN NG TO ALL CONTRACTORS I NBUIBI NG THE I NGTALLERS. 19575 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme Bure In fang Compo en, Safel I ty I ormatI ng, Iystal l and and)fos Refer toac and!plies TC DL 10.0 PSF DATE 06/13/17 the latest edl tl on of BC51 (Bulidi ng Component Safety Information, by TPI and WTCA) for safety practl ces prior • %/ to peroorml ng these functions. Instal I ars shall provide temporary bract ng per SCSI. Unless noted otherwl se, ' 011164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly perh0051 1- /� BC DL 7.0 PSF DRW CAUSR7175 17164084 rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bracing Install ed T• sect Ions B3, 07 or 810, asappi Icabi e. Apply plates to each face of truss and position a shownn above and o — (i ioLr'l�^ I the Joint Details, owlassww lso. Refer to drawings 160A-Z for Standard pi ate posltitotad othen. 0. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH �=1 I' IN Al pine. a dl vi si on of I TW Bui I ding Components Group I nc. shal I not be responsl bin for any day'at]on from thl s 0 OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shi pp!ng, AN ITWCAMPANY Installation A bracing of trusses. p hep 9 "e0 201geb Q• TOT. LD. 42.0 PSF SEQN- 119039 ATs seal on bi 1 I ty sol wi yGor for S�sddas"p 1110.8. ma Sal 5512111 ty and use of tills arawwl g for any structuneer;no re re I s tn.. 8351 Rovane Chale reapenal bill ty of the Elul I ding Beal gear per ANSI iml 1 Sec.2. OL W W.N� DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see thl s 1 ob•s general notes page and these web si tes: ALPI NE: wow al pi nal tw.cw: TPI: www.tpl nst.erg: 'AICA: www sbci ndustry.cw; ICC: www.I ccsafe.org Renews 613012017 SPACI NG 24.0" JREF- 1 W1 N7175Z 14 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - D ) 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=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead I oad i s 2.00. 4X5= a T 1. 5X4\\\ 1.5X4/// 8-11-5 10 7 10 Pr n _ �� 4_9-0-0 d 3X5= 3X5= 3X5= 3X5(B1) = 3X5(B1) .- 11-6-01 J1-6-01 J1-6-0 I_ 5-3-7 4-11-9 L. 4-11-9 _I_ 5-3-7 I` 6-6-5 `I 7-5-6 `l� 6-6-5 I, 10-3-0 .1- 10-3-0 -J F 20-6-0 Over 2 Supports R=1045 W=3.5" R=1045 W=3.5" RL=188/-188 Dei n - t3 PRO p . g Cri t: I BC2015/TPI 2014(STD) ,E p PLT TYP. Wave - 16.01. 9; FS' - a e FT/RT-2%(0%)/4(0) �6 -. � S OR/-/1/-/-/R/- Scale -.25"/Ft. Truss Components ofOregon (503)357-2118 "WARM I RNI"• HIS ANDRAW NG TO ALL NOTES 0R THIS DRAWING! F TC LL 25.0R7175- 825 N 4th Ave,Cornelius OR 97113 ••IroprAlrr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 2 PSF REF 58816 Trusses requl re extreme care I n fabri cat ng, handl I ng, shi ppl ng, I nstal I I ng and bracing. Refer to and fol I ow 1957b 7 the I atest edition of BCSI (Bul!di ng Component Safety Information, by TPI and MICA) for safety practices prior %, TC DL 10.0 PSF DATE 06/13/17 to perform)ng these functi ens. I metal I ere shall provide temporary bracing per BCSI. Unless noted otherwise, 641111h, top chord shat I have properly attached structural sheathing and bottom chord shall have a properly attached rigid coiling, Locations shown for permanent 1 ateral restraint of webs shall have bracing Installed per BCSI �� / BC DL 7.0 PSF DRW CAUSR7175 17164075 ,4 �1 the B3, B]or B10, as app)i cab)e. Apply p1 etas to each face of truss and posi ti on as shown above and on 0. 14/2017 e Jet nt Qetal 1 s, onl ess noted otherwl se. Refer to drawl ngs 160A-Z for standard pi ate pass ti as. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a divlslon of ITW Building Components Group Inc. shall not be responsible for any deviation from this O OREGON drawl ng, any femurs to build the trees In conformance with ANSI TPI i, o for handling, shipping, Leh 20,J90' Q' TOT. LD. 42.0 PSF $EON- 119033 ng AN ITW COMPANY I natal I all on&bract ng of trusses. 0 . A seal on this drawl ng or cover paps I I sti this drawlI ndl aea tacceptance of profess)*nal si iwrl ng sham The• sul tab)1 use response bill ty sol el y for the design I ty and sof this drawing for any structure Is the "'O(,D W•NT" OUR. FAC. 1. 15 FROM BB r'ea 8351 Rovana Circle aanal bi I l ty of the Sul 1 al ng peel Doer per ANSI/Tint Sec.2. Sacramento,CA 95828 ALPINE: www al pi neiltw.cat: TN seoW.tpi nst. generalorg, Rnotessbcllgnd stdrY com;ICC:sltem .iccsafe.org Renews 6/30/1017 SPACI NG 24.0" JREF- 1W1N7175Z14 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - D1 ) 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=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3,0 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 live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. *** DO NOT TURN TRUSS END-FOR-END *** 4X5= ii 1.5X4\\\ ) 1.5X4/// \ .. 8-11-5 10 p 7 10 ■■ = .1 *9-0-0 3X5= 3X5= 2X4(B1) = 3X5----= 3X5(B1) ==- 11-6-0L----6-0-0 >1.< 14-6-0 7,11-6-0 1"" 5-3-7 6-6-5 4-11-9 _l_ 7-5-6 4-11-9 6-6-5-53-7 10-3-0 I 10-3-0 20-6-0 Over 3 Supports R=600 W=3.5" R=853 W=5.5" RL=188/-188 R=637 W=5.5" Design Cri t: I BC2015/TPI-2014(STD) PLT TYP. Wave FT/RT=2%(0°6)/4(0) 16.01. e,. ' ' �FF,� OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503))357-2118 ""WARM NG1"*READ AND FOLLO/ALL NOTES ON nu S DRAM NW 'wA, 1 N 825N4th Ave,Cornelius OR97113 ••IupapTANr"' FURNISH THIS DRAPING To ALL CONTRACTORS INCLUDING THE INSTALLERS, V` NAG FFA Oy TC LL 25.0 PSF REF R7175- 58817 Trusses redid re extreme care I n fabri cat!ng, handl I ng, shi ppi ng, I Otte!I 1 ng and bracing. Refer to and follow V 19575 TC DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI (Sul Iding Component Safety I nformatl on, by TPI and RICA) for safety practl nes pr!or �r n to performing these functi ons. I nstal I ers shall provide temporary bract ng per SCSI. lin!ass noted otherwl se, , top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cel l I ng. Locati ens shown for permanent lateral restraint of webs shall have bract ng Installed per SCSI DRW CAUSR7175 17164086 A r ��N set Join BD, a]or, s noted cabl e. y pinto to wing face of truss and posit!te as shown on above and on II the Joint Details, unless noted otherwise. Refer to drawings I no_Z for standard plate positions 01 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH Al pi ne, a division of I TA Sul I di ng Components Group Inc. shall not ha responsible for any devl at!on from thi s drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shlppino OREGON AN ITW COMPANY installation a bract ng of trusses. 0 Red TOT. LD. 42.0 PSF SEAN- 119031 . A seal an the s dread nes Be cover peps I I sting the s drawl nes, I nal cotes acceptance of profess!ons! 1 neer! S! P response bl 11 ty solely for the design sheen. The sal tab!I I ty and use of the s areal nes for any structure I snthe V'•20.19 8351 Rovana Circle response bl I I Ty of the Bal I dl ng Des!plat per ANSI fIPI 1 sx.s. -rOL 0 W W. �� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Infermatl on see this Job•s general notes page and there web Si too: SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPI NE: www,al pi net tw.corn; TPI: time tpi nst.org; MICA: www.sbcl ndustry.corn; ICC: www.I ccsafe.org Ren.y,sryVII'a1tT THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HILLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - DIG ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED 1 2 Bot chord 2x8 DF-L SS Webs 2x4 HF Std/Stud :W3, W7 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails :W5 2x4 HF #1&Bet. : Top Chord: 1 Row @12.00" o.c. :Rt Wedge 2x4 HF Std/Stud: Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Special Ioads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) i n each row to avoid splitting. TC- From 76 plf at 0.00 to 76 plf at 10.25 4" o.c. spaci ng of nails perpendicular and parallel to TC- From 76 p1 f at 10.25 to 76 plf at 20.50 grai n requi red in area over bearings greater than 4" BC- From 7 plf at 0.00 to 7 plf at 20.50 BC- 2065.89 I b Conc. Load at 0.56, 2.56, 4.56 Brg blocks:0.120"x3", mi n. nails BC- 2064.70 I b Conc. Load at 6.56, 8.56,10.56,12.56 brg x-I oc #blocks I ength/bl k #nai 1 s/bl k wal I pl ate 14.56,16.56,18.56 1 0.000' 1 12" 17 Rigid Surface 2 20.042' 1 12" 4 Rigid Surface 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Brg block to be same size and species as chord. anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=3.0 Refer to drawi ng CNNAI LSP1014 for more i nformati on. sf. Wind Ioads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 6X8(R) III iii T 5X15X10o� 3X10�i 3X1—� 108-11-5 5)(12(510R) ' I1 _A ' 5X12(810R)lihibb•FWEN IIII I MN 1. ■ I �. 9-0-0 L 3X12 III 1214.7- 8X10(R) III 4X12(R) iii 3X12 III R=11880 U=168 W=5.5" R=10473 U=155 W=5.5" --2-11-3 + 3-7-14 -1- 3-7-14 + 3-7-14 , 'c 3-7-14—J-2-11-3- 1 L 10-3-0 ._1_ 10-3-0 J 20-6-0 Over 2 Supports Design Cri t: I BC2015/TPI-2014(STD) PLT TYP. Wave FT/RT=2°6(0°6)/4(0) 16.01. 0. 'B ' -AFF OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503))357-2118 ...WARM MGI*• READ AND FOLLOW ALL TOTES ON THIS DRAWI NDI Gj 1 N �Y� 825N4th Ave,Cornelius OR97113 "I N+T" "'ISN This DRAWING TO Au CONTRACTORS INCLUDING THE INSTALLERS. O,\ %4G FFA Oy TC LL 25.0 PSF REF R7175— 58818 the Trusses treditIoon ofreme SCSIc(BolldingbCComponent Safet, handl y Infohrmaatl n, bystal TPllend WTCA)bract fornsafety prr tacticesfol prl r 19575 9' TC DL 10,0 PSF DATE 06/13/17 n n to perform)ng these Punct)ons. Installers shall prod de temporary bracing per SCSI. Unless noted otherwl se, I• , top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,� BC DL 7.0 PSF rigid cal l I ng. Loran ons shown for permanent lateral restraint of webs shall have bract ng Installed per SCSI DRW CAUSR7175 17164092 ,4 11_,M N sections B3. 57 or Bio, as applicable. Apply plates to each face of truss and post ti on as shoot above and on �� the Joint Details, unless noted othdi ng Compo. Refer to drawings 160A-Z for standard Plate posh tee, o. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH AI pi no, a diel Si on of ITW gull ding Components Group Inc. shall not be ror fort hae for any dent Set on from this drawl ng, any fol I art to but I d the truss I n conformance wi th ANSI/TPI 1, or handling, shl ppl ng, OREGON AN ITW COMPANY Install at l on&bracing of trusses. fid .r TOT. LD. 42.0 PSF SEAN- 119050 oi . A Sall on thl s Prod ng or cover peps I I sti np thI s drawl 1 I MI rotes scuptenc.of mafiosi mei sngl Iwrl IV 9 'lin.21 199 tP respaBsi DI I1 ty solely for the design shown. The Sul tabl NI, end use of t s drawing for any structure Is the i?,.., 8351 RDveoa Circle responsl SI I I ty of the Bul I dl ng Desi gner per ANSI/tpI I See.2, D W. N` OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1 N7175Z14 ALPINE: www.alp)net tw.caeew. n; TPI: www. org; WTCA: sbcl ndustry.com; ICC: www.lccsafe.org Rr,ww 17 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW lot 8 Providanc -- 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=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per 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 A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= > pW1_ : 6 2-10-3 g a 0 C 0 0 9-0-0 d 2X4(A1) = 2X4(A1) -1-6-0-->J Le--1-6-0-->i I` 5-0-0 DI.( 5-0-0 1 5-0-0 _I 5-0-0 [< 10-0-0 Over 2 Supports >1 R=721 U=150 W=5.5" R=721 U=150 W=5.5" RL=66/-66 Note: Al l PI ates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) " 0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0, .+ v - �S OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN'NGI"" READ AND POUCH AU.NOTES ON THIS DRAWING! �h G INF 0.4_ REF R7175- 58819 825 N 4th Ave,Cornelius OR 97113 ""I IpDRTANf"" AMISH THIS DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS. Ui F� TC LL 25.0 PSF Trusses requi re extreme care i n fabrf tett ng, handl I ng, shl ppi ng, install I ng and bracing. Refer to and fel 1 ow 19575 `, TC DL 10.0 PSF DATE Ob/13/17 the latest edition of SCSI (But l dl ng Component Safety InformatI on, by TPI and WTCA) for safety practicesprier .to perform)ng these fundi ons. installers shat I provide temporary bract ng per SCSI. ot ass noted otherwl se, / top chord shall have properly attached structural sheathing and bottom chord shat I have a prnstaly attached /- BC DL 7.0 PSF DRW CAUSR7175 17164080 recti cel ling. Locati a shown for permanent. lpl atesl restraint of webs ssahave ti one as ihotnl lbdper BCSI s tl ons B3, B]or 810, as applicable. Apply pl Ones to each face of Truss and pest ti on as shown above and on ,4 LPEI N the Joint Dotal Is, unless noted otherwise. Refer to drawings 160A-2 for standard pi positlons. BC LL O.O PSF CA-ENG BFR/GWH O 0. 14/2017 Al pl nn, a dl vi sl on of ITW Building Components croup Inc. shat1 not be respond 01a for any deal at!on from this OREGON drawl ng, any tel lure to build the truss In conformance with ANSI/TPI 1. or for handl 1ng, shipping, AN ITWCOMRSNY Installation&braclrg of trusses. RCCA a1p� v e TOT. LD. 42.0 PSF SEAN- 119055 Afespons bill ty sol el ng Gfar the design gsltman.ns 1The`Caal tabnth i ll i ty�and use of this acceptance ngroPorRs�structure 1 spine lI�'el).20,19v VO' 8351 Rename Circle reapensl hill ty of the Building Designer per ANSI/TPI 1 See.2. OlD W.`,`I DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W1N7175Z14 ALPI NE: www.al pi eel tw.com; TPI: wow.tpl nst.org: WTCA: www.sbci ndustry.cm ICC: was 1 ccsafe.org Renews 6/30/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW Iot 8 Providanc -- VERIFY VERIFY, OR - E ) Top chord 2x4 HF #2 120 mph wi nd, 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=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member Ioad 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= 6 6 2-10-3 i 0 1. 5X4 III 2X4(A1) = 2X4(A1) L-1-6-0-- L--1-6-0-->J FE 5-0-0 + 5-0-0 L 5-0-0 -I 5-0-0 J 10-0-0 Over 2 Supports R=591 U=8 W=5.5" R=591 U=8 W=5.5" RL=59/-59 Desi gn Cri t: I BC2015/TPI-2014(STD) , O PROF PLT TYP. Wave FT/RT=296(096)/4(0) 16.01. 0# .+ v - FSS OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503))357-2118 **WARN!NM.w READ AND FOLLOW ALL NOTES ON TINS DRAWING! 3 G 1 N E '0 825 N 4th Ave,Cornelius OR 97113 ww11WNTANTw• FURNISHnl1SBRAWINcmALLCONTRACTORSINCLUDINGTHEINSTALERS. (� r1 tC� y TC LL 25.0 PSF REF R7175- 58820 Trusses require extreme care I n fabri cati ng, handling, shi ppi ng, install i ng and bracing. Refer to and fol l an 19575 TC DL 10.0 PSF the Iatest edtClon of SCSI (BulIding Component Safety Information, by TPI and'RCA)for safety practices prior r DATE 06/13/17 t• to performing these functions. Installers shall provide temporary bract ng per SCSI. Unless noted therwl se, // ,41164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigidl can I ng. Locate ens shown for permanent lateral restraint of webs shall have bract ng Instal led per Bcsl 0- DRW CAUSR7175 17164079 ,4�L�)� sect!ons 83, 87 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a di vi 51 on of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss!n conformance with ANSI/TPI 1, or for handl Ing, shipping, AN ITWCOMRNNY installation&bran]ng of trusses. 9 "+0 2O 199m TOT. LD. 42.0 PSF SEAN— 119052 A seal on till$drael 8a er Weer pegs I I sti ng till s drawl ng, I ndl rates acceptance Anof professional anal neer' responsi bill ty Sal el y for tdesign shown. The sui tied 1 I ty and use of this drawing for any structure Is r'the eaIA Rosana Circle rponsl I l ty of the aur i dl its Designer per ANSI/11.1 I Sec.2. RO t 0 W ON" DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this l ob•s general notes page and these web sl tes: SPACI NG 24.0" J REF- 1W1 N7175Z 14 ALPI NE: waw.al pi neitw.cam TPI: www.tpi net.erg; RTCA: woe.sbci ndustry.cow ICC: www.l ccsafe.org Renews 6130/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW Iot 8 Providanc -- VERIFY VERIFY, OR - FGE ) Top chord 2x4 HF #2 120 mph wind, 15.50 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=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" peri odi cal I y al ong top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch i n 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. 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 Ioad. Creep increase factor for dead I oad i s 2.00. 4X5= 1O /Ai 1-10-5 ) = 1. 5X4 111 2X4(B1) 15-0-0 -1-6-0—>1 LE-1-6-0--›-I I, 1-9-0 ,I, 1-9-0 J 3-6-0 Over Continuous Support r -1 R=185 PLF U=82 PLF W=3-6-0 RL=21/-21 PLF Desi gn Cri t: I BC2015/TPI -2014(STD) * PR.F PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01. 0. i • FS+ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING!*'REM MD FOLLOW ALL NOTES ON THIS DOMINO 4 GIN �Q 825N4thAye,CorneliusOR97r13 ..111 ORTANTaw FURNISH THIS ORA'lIING TO ALL CONTRACTORS INCWDINO THE INSTALLERS. 0rl r,Q ti TC LL 25.0 PSF REF R7175- 58821 Trusses requi re extreme care I n fabri cati ng, handl 1 ng, shi ppi ng, Instal 11 ng and bracing. Refer to and fen ow 19575 I TC DL 10.0 PSF DATE 06/13/17 the latest edl tl on of BCSI (But I di ng Component Safety Informatl on, by TPI and aSCA)for safety practices pro or , f n to performing these functl ons. Installers shall prowl de temporary bract ng per ICS1. ass noted otherwise, /1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17164088 rigid cell Ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI /F j ,4 �� sections 83, 57 or 810, as appi cabl e. Apply plates to each face of truss and post ti on as shown above and on _ ' O the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi ti ons. 0. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH I AI pi ne, a dl vi si on of 1 TW gut 1 di ng Components Group Inc. shat I not be responsi bl e for any devi ati on from thl s drawing, any Pall urn to build the truss In conformance with ANSI/TIN 1, or for handling, shipping, C) OREGON AN ITW COMPANY Install atlon b bracing of trusses. Y� TOT. LD. 42.0 PSF SEON- 118967 A seal on thl a drawl np or cover page I I etl ng till s drawl rim I ndl=tee acceptance of profess)onal engl pearl ng 9 '14/.20,19e0 P respensl bl l l ty sol el y for the deal Wt shown. The Sul tabs I I ty and use of till a drawl ng for any structure I a the 'tea 0 a vv a��C, DUR. FAC. 1. 15 FROM BB 8351 Rovaga Circle respanal bi l l ty of the Sul I dl nq Iasi gner per ANSI/Ip1 1 Sec.2. `, Sacramento,CA 95828 For more information see thl s J ob•s general notes page and these web sites: SPACI NG 24.0" JREF- 1 W1 N7175 Z 14 ALPI NE: area.al pl neo tw.com; TPI: www.tpi nst.org; MICA: www.sbci ndustry.coin; ICC: area.I ccsafe.org ,aWa 81342017 TNI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617110--PARR LUMBER-HI LLSBORO -Biggi OW lot 8 Providanc -- VERIFY VERIFY, OR - F ) Top chord 2x4 HF #2 120 mph wind, 15.50 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=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive 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 I oad i s 2.00. 4X5 10 10 I 1-10-5 Allh. 15- -0 1.5X4III,vr X4(B1) = 2X4(B1) L--1-6-0- 1-1-6-0--- FE-1-9-0 > 1-9-0—H I_ 1-9-0 ,l. 1-9-0 _J 1.<3-6-0 Over 2 Supports R=279 W=3.5" RL=65/-65 R=279 W=3.5" Desi gn Cri t: I BC2015/TPI -2014(STD) • PR•FF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0. S+S OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503))357-2118 "'WARM NGI"" READ MND FOLLOW ALL NOTES ON THIS ORM II NCI Gj G I n/F /Q 825N4th Ave,Cornelius OR97113 ••IIpORTANr^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Iw t1 � Q. TC LL 25.0 PSF REF R7175- 58822 Trusses requi re extreme care I n fabri cat]ng, handl 1 ng, shi ppi ng, install I ng and bracing. Refer to and fel l ow V 19575 TC DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI (Bull ding Component Safety Infonnat I on, by TPI and WTCA) for safety practices prior , 9 to performing these functi ons. Install ars shall provide temporary bracing per SCSI. Unless noted otherwise, �t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cel I l ng. Locati ons shown for permanent lateral restraint of webs shall have bracing installed per SCSI /- DRW CAUSR7175 17164090 All �O`� J sect)ons B3, 87 or B10, as appl Icable. Apply plates to each face of truss and post ti on as shown above and on II J tha Joint Details, unless toted otherwise. Refer to drooings 160A-Z for standard plate pos1T]ons. 0. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH I AI pl ne, a tll vl si on of I T'N Bui I dl ng Componants Group Inc. snal I not be responsl bl a for any tlevl atl on from thl s drawl ng, any Pal l ure to build the truss I n conformance wi th ANSI/TPI 1, or far handlIng, shi ppi ng, OREGON AN ITWCOMR4NY installation&bracing of trusses. ng, rapt mq� ng '�yW v TOT. LD. 42.0 PSF SEAN- 118964 A spores on I I ty sol 1 ny of cthe over iistil no shown. TTM`wr tml I I trn�use of thl ss ddrrawlrfor d structure s the 9 Q ViIn•20,19� 8351 Rovana Circle remponel RI I I ty of the @d I dl ng Desi goer per ANS1/TPR 7 Sec.2. O`D w a N DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W1 N7175Z14 ALPI NE: wway al pi mei tw.cam; TPI: wwx,tpl ott.org; YMCA: wwm sbcl ndustry.com; ICC: www.1 ccsufa.org Renews&3O'2017 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 I Dr100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) lx4 "L' Brace * (1) 2x4 "L" Brace x (2) 2x4 "L" Brace xx (1) 2x6 "L" Brace w (2) 2x6 "L" Brace xx 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 Al #1 / #2 #3 4' 10° 4' 7" 8' 2' 7' 9" 8' 6' 8' 3" 9' 8" 9' 7" 10' 1" 11' 6" 12' 0" 14' 0' 14' 0" 14' D" 14' 0" - Spruce-Pine-Fir Hem-Fir I #1 / #2 Standard #2 Stud LJ 9' 11" 11' 5" 11' 10" 14' 0" 14' 0' 14' 0" 14' 0' #3 Stud #3 Standard __ Stud 4' 7" 7' 8" 8' 2" 9' 7" 9' 11° 11' 5' 11' 10" 14' 0" 14' 0' 14' 0" 14' 0" 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 Pinewwx CD #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 #2 4' 10' 8' 2" 8' 6" 9' 8` 10' 1" 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" (U DFL 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 #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 _ SF #3 5' 3" 9' 3' 9' 9" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 s, Btr U U HF Stud 5' 3" 9' 3" 9' 7" 10' 11" 11' 4" 13' 0' 13' 7° 14' 0" 14' 0" 14' 0" 14' 0" #1 a O Standard 5' 3° 8' 1" 8' 7" 10' 10" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Dou.las Fir-Larch Southern Pinexxw #1 5' 9" 9' 6" 9' 10" 11' 3" 11' 8" 13' 4" 13' 10' 14' 0" 14' 0" 14' 0" 14' 0" iniiiil #1 S. #2 5' 6" 9' 5" 9' 9" 11' 1" 11' 6" 13' 2" 13' 9° 14' 0" 14' 0" 14' 0" 14' 0' 111111111111 #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). QJ D F L Stud 5' 5" B' 6" 9' 1" 11' 0" 11' S" 13' 1" 13' 8' 14' 0" 14' 0" 14' 0" 14' 0" ...For 1x4 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 0 #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 ray be used with these grades. C-_5 S D r #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 — 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 criterion 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) a 5 3 #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. D_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" B' 8" 9' 3" 11' 7" 12' 5" 14' 0" 14' 0° 14' 0' 14' 0" 14' 0" 14' 0" Symm 6^ Attach 'L" braces with 10d (0128"x3.0" min) nails. I Aboutl 0 NE For (1) "L` brace: space nails at 2° o.c Gable Truss ' in 18' end zones and 4' o,c. between zones, Diagonal brace option: TT::� 3E 3EFor (2) 'L' brnces: space nails at 3" ac. E■ in18" endzones and 6" o c. between zones. vertical length may be ■ ao doubled when dingonnl � � 'L" bracingmustbenminimumof80% ofwebbrnce is used Connect `� 0member length. diagonal brnce For 335# ° •at ench end. Max web Br �`,� Gable Vertical Plate Sizes total length is 14'. ' Vertical LengthNo Splice2x4DF-L #2or • Less than 4' 0" 1X4or2X3betterdin cool Greater than 4' 0", but Vertical len th shown brncel single • less than li' 6' 2X4In table nbove, or double cut 0 • Greater than ll' 6" 3X' 45° (asshown) at 0 + Refertocommontrussdesignforupper end. 0 0 LI I a o uu , I 0 peak, splice, and heel plates. / �ontlnuous P In; �� Refer to the Building Designer for conditions Connect diagonal at f)1'140 midpoint of vertical web. Refer to chart above for -1c,' 4041e i 1 ., q-Ln, not addressed by thisr- detail. wwWARNINGIww READ AND FOLLOW ALL NOTES DN THIS DRAWING! V`�` a3%NE��`P�OZ REF ASCE7-10-GAB12015 wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer Sc and 19575 follow the latest edition of SCSI(Building Component Safety Information, by TPI and SBCA)for safety " 9 DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. %r Unless noted otherwise, tap Chord shall have properly attached structural sheathing and bottom chord DRWG q FT .w, shall have a properly attached rigid Ceiling. Locations shown for permanent lateral restraint of webs /� DRWG A12015ENC101014 [J I1-l� !l F shalt have bracing Installed per BCSI sections B3, B7 or 010, as applicable. Apply plates to each face �- LI��\\III of truss and position as shown above and on the Joint Details, unless noted otherwise, 0. 14/20 7 Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall Oct be responsible for any deviation free �, o69f�Fig" this drawing,any failure to build the truss h conformance with ANSI/TPI 1,or for handling, shipping, �/ ins-taunter) a bracing of trusses, "an 20 1900 MAX. TOT, L D. 6 0 P S S A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional IA — ennglneering responsibility solely for the design shown. The suitability and use of this drawing "-OLD `w,•N� 13389 Lakefront Drive any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect, •. Earth City,MO 63045 Form e information see this job's general notes page and these web sites ALPINE. www.alpineltw.con; TPI:ewww.tpinst.orgl SBCA: www�sbcindustry.orgl ICC: wwwaccsafe,org Renews 6/30/2017 MAX' SPACING 24'0' Eabe De , aiL �(**II For Let-in Verticals Gable Truss Plate Sizes About` © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. i' ©Refer to Engineered truss design for peak, splice, web, and heel plates. iN111111i a © ©If gable vertical plates overlap, use a single plate -that covers the total area of .` the overlapped plates to span the web. ry Gble I © © , Lengthl © Example', 2X4 tye, il 2 X 4 2X8 "T" Reinforcement Attachment Detail "T" Reinforcing "T° Reinforcing Member Member ii, Toe-Hall 1 - Or - n End-nail Ili rzil O © To convert from "L' to 'T° 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 Toenailed Nails- specie, and grade of the "L" reinforcing member. 10d Common (0148"x3',min) Toenails at 4" o.c plus Web Length Increase w/ "T" Brace 4 Nails �� A (4) toenails in -the -top and bottom chords. "T" Reinf, T" "T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr� Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, 412015051014, A11015051014, 410015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable lipop.., 02 Nails A13030051014, 412030051014, 411030051014, A10030051014, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"ac SP #3 4' o�c A11515ENC101014, A12015ENC101014, A14015ENC101014, A36015ENC101014, °7" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015ENDI01014, A20015PED101014, "T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A1203OENC101014, A14030ENC101014, A1603OENC101014, (1) 2x4 "L" Brace Length = 8' 7" A18030ENC101014, A2003OENC101014, A20030END101014, A2003OPED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unreinf orced gable vertical length ri 4 Nails A 1 1,E=11 0/1241 Ceiling �Ep PROpS 'c Sri ...WARNINGS..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �� aG 1 N Fp� 9, REF LET-IN VERT ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Y e x care c r Trusses require extreme in fabricating,handling, shipping, installing and bracing. Refer to and 19575 7 follow the latest edition of SCSI (Binding Component Safety Information, by TPI and SBCA) for safety r DATE 10/01/14 ‘\ practices prior to performing these functions Installers shall provide temporary bracing per SCSI -' Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ��•.� .w, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /-'moi DRWG GBLLETIN1014 shall have bracing Instolleds per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face �� _N E of truss and positive as shown abo a and an the aint Detaus, unless noted otherwise. 0. 14/2017 Refer to drawings 1604-Z for standard plate positions. G� 06)949PP Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 071 AN ITW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusse •9ROLD N��On,QQ 1 P MAX. TOT, LD. 50 PSE A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional IN•Vie responsibility solely for the design shown. The suitability and use of this drawing D U R, FAC, A N Y 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec2, Earth City,MO 63045 Fa- more information see this job's general notes page and these web sites. Renews 813 01 201 7 MAX. SPACING 24,0" ALPINES w.alpineitw,conl TPI ww .tpinst,orgi SSCA' ww �sbcindustry.orgi ICC' w w,lccsafe,org ASCE 7-10 120 mon, 30' Mean -elgnt, Closed, Exposure C Common Residential GWIe End Wind Bracing Requirements - Stiffeners 120 mph, 30Et, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 302t Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 1 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = LOU, 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 (0128" x 3", min,) nails @ 6" o,c, 1 I 1 Ii ill -* Iltrilb*, .._ 2X4 Blocking nailed to 45° sheathing and 24' Max each truss (Typ) H ®_®_®_I_ ll_ ®. um 2X4 DE-L #2 I. H/2 or better X 61.11111111 diagonal brace Attach each end for 560# 11111 /�■uI ■�■ ■ V X y ■�■� r7■�■� ■ ■■ ■ ■ \\ ontinuous Bearing — 2x6 #2 Stiff'back attached to each EQPRo Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails, �R FS+ ...WARNING*.READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 00 NG I AI`�Ls�iO� REE GE WHALER ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .19575 -T Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and r follow the latest edition of SCSI (Building Component Safety Information, by TPI and SUCH) for safety %' DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, •..� Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord /i ''i DRWG GAB RST101014 shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs Wshall have bracing Installed per SCSI sections B3, 57 or 310, as applicable. Apply plates to each face 0. 14/2017 L J E of trussand position -s shown above and on the joint Details, unless noted otherwise, , �0N Refer to drawings 160A-Z for standard plate positions. Yc/y Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from .!/ �,29,19 AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling,shipping, 7/b . 00 installation 8racing of trusse O N�,P MAX, TOT, LD. 60 PSE A seal on this drawing or cover page listing this drawing,indicates acceptance of professional L D w. engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.P, Earth City,MO 63045 For m re information s e this job's general nates page and these web sites Renews 88012017 ALPINE, wwwalpineitw,com, TPIewww.tpinst.org, SBCA, www,sbcindustryorg, ICC wwwlccsafe.org MAX, SPACING RRe ' � � o7- cl /-1g ve 'YlbeSL, bs � ' � L � ' o7-1 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, 400, ,` Apply to either side of web narrow face, ,, Attach with 10d (0.128'x3,0",min) nails at 6" ac, Reinforcing member is , Notes: a Minimum 80% of web ,, member length , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to I-reinforcement or , L-reinforecement or scab reinforcement, . Alternative reinforcement specified in chart below may be conservative, .- For minimum alternative reinforcement, re-run design with appropriate 11111M reinforcement type. /x\ T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement SCC 6 ReinForcernent 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 2-2x4OIE) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60) Scab Reinf, I-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. ()IE) Center scab on wide face of web. Apply (1) scab to each IIN face of web, • MO OD PROpk. O.0 \yGINFF41 X09 TC LL PSP REF CLR Subst, wwWARNINGhw READ AND FOLLOW ALL NOTES ON THIS DRAWING! ...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 follow the latest edition of SCSI (Balding Component Safety Information, by TPI and SHCA) for safety , /1 TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI � Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord 041111I / >., ,,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs BC DL PSF DRWG BRCLBSUB1014 � shall have bracing Installed per BCSI sections B3, B7 or 510, as applicable. Apply plates to each face O. 14/20 7 % �J �� of truss dandrawings Ings an as Shawn above dar and on the iJoint Details, unless Hated otherwise. OREGON BC LL PSF Refer to drawings 160A-Z for standard plate positions, 4Ui14/17 AN OW COMPANY this1pine, a drawln division of ITW Building Components Group Inc. shal not be responsible for any deviation from @0 to 1g00 TEFL LD. PSP g, y failure to build the truss n conformance with ANSI/TPI 1, for handling, hipping, (, L installation 4 bracing of trusse �/ A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional �C D W, engineering responsibility solely for the design shown. The suitability and use of this drawing DUR, FAC 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For more information see this job's general notes page and these web sites' Renews 6130/2017 ALPINE. www.alpinelto,coel TPI' www,tpinst.orgi SBCAS www�sbcindustry.orgi ICC: www.lccsafe,org SPACING 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 BOX0.128"X 3.25",MIN)— END DISTANCE (15 NAIL DIAMETERS) ( 3 5 7 10 12 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 BOX0.148"X 4.",MIN) • SPACING MAY BE REDUCED BY 50% ( 2 4 5 6 8 ••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 1Od 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 C** NAIL GUN (0.131"X 3.",MIN) 3 5 7 10 12 LINE 011 A MINIMUM NAIL SPACING DISTANCES DISTANCES 111111 B* NAIL TYPE A B* C** 8d BOX (0.113"X 2.5",MIN) 3/4" 1 3/8" 1 3/4" B/2* 10d BOX (0.128"X 3.",MIN) 7/8" 1 5/8" 2" 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" A 16d BOX (0.135"X 3.5",MIN) 7/8" 1 5/8" 2 1/8" M°7 20d BOX (0.148"X 4.",MIN) 1" 1 7/8" 2 1/4" Q AAA C** DIRECTION 8d COMMON (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" AIiiOF 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) ��E0 PROp U�5 �GtNF •A‘ AWING REPLACES DRAWING B139 AND CNBRGBLK0699 ...WARNING. TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING, INSTALLING AND 19575 IS1 r BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI(TRUSS PLATE REF BEARING BLOCK INSTITUTE,218 NORTH LEE STR„ SUITE 312 ALEXANDRIA,VA,22314)AND WTCH (WOOD TRUSS COUNCIL OF r 1 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 e ,-", PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 0. 14/20 7 DRWG CNBRGBLK0207 ■+IMPORTANT• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW BCG,INC.,SHALL (�R� (1 ALPINE NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN G) O�iRP?N , -ENG SJP/KAR CONFORMANCE WITH TPII OR FABRICATING,HANDLING, SHIPPING, INSTALLING &BRACING OF TRUSSES. 1� VV77 / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. 4 Oh.20,1950 t Q' ITW,BEG CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K)ASTM A653 GRADE 40/60(W,K/H,SS) �O�O VV•N� GALV.STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS 17WBUILDING COMPONENTS GROUP,INC.DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I)SHALL BE PER POMPANO BEACH,FLORIDA ANNEX A3 OF TPI I-2002 SEC.O A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND Renews 6130/2017 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC.U, Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑r, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4Brace (1) 1x4 "L° Brace A (1) 2x4 "L" Brace A (2) 2x4 'L" Brace ** (1) 2x6 'L" Brace A (2) 2x6 "L' Brace *x Gable Vertical Na Bracing Group Species and Grades: 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: r #1 / #2 4' 7" 7' 10' 8' 1" 9' 3" 9' 7° 11' 0' 11' 5' 4' 0' 14' 0" 14' 0" 14' 0' Spruce-Pine-Fir Hem-Fir P #3 #1 / *2 Standard #2 Stud 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 CD U — r 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 Pine*** 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 S P #2 4' 7' 7' 10" 8' 1" 9' 3" 9' 7" 0" S" 14' 0" 4' 0" 4' 0" 14' 0" Stud StandardStud Standard #3 4' 6' 6' 6" 6' 11° 8' 7" 9' 2" 10' 11° 11' 4" 13' 6" 14' 0' 14' 0' 14' 0" cs 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" Hem-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 U _= 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" B' 0' 10' 1" 10' 9' 12' 5" 12' 11" 14' 0' 14' 0" 14' 0" 14' " Q1 Q 0Douglas Fir-Larch Southern Plnew > #1 5' 6" 9' 1" 9' S" 10' 8' 11' 1' 12' 8" 13' 2° 14' 0' 14' 0" 14' 0" 14' 0" #1 #1 SD #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' CU `,--1S_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 Board). ***For 104 So, Pine use only Industrial 55 or Standard 5' 0" 7' 0' 7' 5' 9' 4" 10' 0' 12' 5" 12' 11" 14' 0" 14' 0" 14' 0° 14' 0' Industrial 45 Stress-Rated Boards. 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. U _ S P P #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: LD U ^= 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 OStandard 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 plc over X S #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). #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. aj 55___ 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 Attach 'L" braces with 10d (0.128")(3.0" min) nails. About flGable Truss I 1 I 41 ?IE For (1) 'L' brace, space nails at 2' ac. ��4� in 18' end zones and 4' ac, between zones. Diagonal brace option: )I XFor (2) "L" braces, space nails at 3' ao vertical length may be T in 18' end zones and 6" ac between zones. doubled when diagonal 18° :Di 'L" bracing musnimuf of webbrace Is used. Connect � 0member length.diagonal brace for 385# 'L'at each end. Max webBrace4�� Gable VPlaeSistotal length is 14'. )( , ' Verticao ice2x4 DF-L #2 orLess than4 2X3better diagonal Greater tbubrace g , less thaVertical length shown I sin leIn table above, ordouble cut18' © LGreater than11' 6" 3X'� 45° (as shown) at _n / n FI , A, OO + Refer to commontruss design forupper end, LJ LJLJiiiii peak, splice, and heel plates. / / / / ,ontinus Bearing Refer to the Buildin Desi ner for conditions Connect diagonal at � - / 9 9 p not addressed by this detail midpoint of vertical web. Refer to chart above f nu.�.tJ(. :R..s r°n' th. xwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �"`� SOINPORTANTww.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'w�� NFC �O REF ASCE7-10-GAB12030 Trusses require extreme care In fabricating, handling, shipping,Installing and bracing. Refer to and VV follow -the latest edition of BCSI (Building Component Safety Information, by TPI and SOCA)for safety 19575 9 DATE 10/01/14 ' practices prior to performing these functions. Installers shallprovide ten Unless on thetemporary bracing per BCSI. noted otherwise, top chard shall have o properly attached structural lateral d bottom chord " %r DRWG A12030ENC101014 n properly attached rigid s ceiling. Locations shown for permanent lateral testtolnt of webs -r1--, shall have bracing installed per BCSI sections B3,B7 or 910, as applicable Apply plates to each face �� JI )_N E of truss and position as shown above and Joint Details, unless noted otherwise, 4/20 7 Refer to drawings 1609-0 for standard plate positions, Q� AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation From 6V1W4/,, this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, U 9'I f"PV1 installation & bracing of trusses. ni ...4 MAX, TET, LD. 60 PSF A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional /A"8q 20lggg - engineering responsibility solely for the design shown. The suitability and use of this drawing • 13389 Lakefront Drive for any structure Is-the responsibility of the Building Designer per'ANSI/TPI 1 Sect. O L D W. .4.11'. � Earth City,MO 63045 For more information e this job's general notes page and these web sites, ALPINE, ww aipineltw.cam, TPiewww.tpinst,org,SBCAi www,sbcindustry,org, ICC, www,ccsafe.arg MAX. SPACING 24,0" neneww wsurev l r