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Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W277175Z1005125346 Truss Fabricator: Truss Components of Oregon Job Identification: 0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: 1 BC2015/TPI-2014(STD) EO PROFFS� Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, 407 Truss Design Loads: Roof - 42 PSF @ 1.15 Duration 45 NxG1NF4 O Floor - N/A 4/ 83294PE Wind - 120 MPH (ASCE 7-10-Closed) Q: Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of �4' �/LY14,24 0 record, as defined in ANSI/TPI 1. —se Tar's 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- 07/0512 f `'2018 Submitted by RTT 12:53:16 07-05-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 77223--AGE 17186212 07/05/17 2 77224--A 17186213 07/05/17 3 77225--A1 17186214 07/05/17 4 77226--B 17186215 07/05/17 5 77227--BGE 17186216 07/05/17 6 77228--CGE 17186217 07/05/17 7 77229--C 17186218 07/05/17 8 77230--DGE 17186219 07/05/17 9 77231--DG 17186220 07/05/17 10 77232--EGE 17186225 07/05/17 11 77233--E 17186221 07/05/17 12 77234--E1 17186222 07/05/17 13 77235--FGE 17186223 07/05/17 14 77236--F 17186224 07/05/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 Ti: 2x4 DF-L 2400f-2.OE: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x3 HF #2 :M14 2x4 HF #2: 120 mph wind, 21.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Truss desi gned to support 1-0-0 top chord outl ooker span and anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC cladding load not to exceed 5 PSF one face, and 24" span DL=4.2 psf. 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 Wind loads and reactions based on MFRS with additional C&C member allowed within 12" of notches. Do not notch in overhang or heel panel. design. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engi neer of record. 2X3 studs requi re reinforcement at 70% of the I ength braci ng requi rements. tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live (a) #3 or better scab reinforcement. Same size & 80% length of web load applied per IBC-15 section 1607. member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 151X7i Mit it 1.5X4(**) III — S r- 3X5 T1 /� 8-8-1 ; 1 � 1II .��II11111111-1151t r r ---------- -- ,z13, 18-0-0 1 3X5(A1) = 3X7(**) 5X7 ss B2 3X5(A1) 2-6-3 1-6-0 20-0-0 I 20-0-0 Fc 40-0-0 Over 2 Supports R=138 PLF U=7 PLF W=20-0-0 RL=8/-8 PLF R=125 PLF U=10 PLF W=20-0-0 Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) t9' PR�FFs. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f` ii c'%I s', OR/-/1/-/-/R/- Scale =. 125"/Ft. TrussComponentsN4thAve,sofOregon (503)357-2118 „1 T 'WA��ISH READ DRAM FOLLOW suLL CONTRACTORS INCLUDINDRAIN G TME INSTALLS ,/�„r (p 832 E .-� NI TC LL 25.0 PSF REF R7175 77223 825 N 4th Ave,Cornelius OR 97113 Trusses regui re extreme care In fah,cats ng, handling, shipping, Installing and bract ng. Refer to and£oil ow the latest edition of°CSI (Building Component Safety Information, by TPI and ARCA) for safety practices prior / DL 10.0 PSF DATE 07/05/17 n to Performing these functions. Installers shall provide temporary bracing per°CSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached . 14111164, rigid cei I i no. Loeati ons shown for permanent I ateral restraint of webs shat I have bract ng I natal I ed per°CSI :C DL 7.0 PSF DRW CAUSR7175 17186212 ecti ons 83, 87 or 810, as applicable. Apply plates to each face u£truss and position as shown above and o 07/05/2017 /,1(l I D)9 I� I I ., the 7pl nt Details, unl ass noted otherwise. Refer to drawing=160A,for standard pl ate opal tl ons n BC LL 0.0 PSF CA-ENG BFR/RTT Ail I LI I �l 1 Al pi ne, a di vi sl on of 1 TW Dui I di no Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s OREGON drawing, any fall core to build the truss In conformance WI th ANSI/TPI 1, or for handl I ng, shipping, AN ITwCOMPANY Installation N drawl ng of trusses 13 %V r TOT. LD. 42.0 PSF SEAN- 122878 A seal on tm s drew ng or cover page I I stl show. tm s drawl ng, I ml cotes acceptance of 9professi anal enol nears ng LY 14,�� 0 respond m 1 I tv sol e1 ya fo901 the deal gn erpeThe sw tom I 1 ty and use of this draw rig for any structure I s the �' •• DUR. FAC. 1. 15 FROM B B 8351 Rovana Circle rospansl bl 11 ty of the gull ding Deal gnat per ANSI/TPI 1 See.z. $e"Tao', Sacramento,CA 95828 For more Information see chi s;ob•s general notes page and these web si tea: JREF- 1W277175Z10 ALPI NE: www.al pi mel tw.tom; TPI: www.tpi nst.org; WTCA: www.sbcl ndustry.tom: 1 CC: www.1 ccsafe.org Renewal 6/30/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 21.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet. : anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=4.2 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X50- 5X7= 3X5 3X5 T 1. 5X4�� 3x7:--,...... ." X7 1.5X4 5 _, 5 8-8-1 B2 --*...... +18-0-0 / 3X5= 6X8= 3X5 3X10(61) 3X10(81) --- e...76-31-6-0 r7-1-3L 6-5-6 6-5-6 T6-566-5`6 X -3 10-3-14 9-8-2 9-8-2 10-3-14 20-0-0 I 20-0-0 'c 40-0-0 Over 2 Supports R=1909 U=147 W=5.5" R=1823 U=135 W=5.5" RL=141/-144 Design Cri t: I BC2015/TPI -2014(STD) ��E�PIROF�S PLT TYP. .Wave FT/RT=2%(0%)/4(0) 16.01, P, r� r IN Ste, OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2I I8 "WARN'RNI**READ AND FOLLOW ALL NOTES ON THIS DRAW!NG! 6 TC LL 25.0 PSF REF R7175- 77224_ 8ss N 4th Ave,Cornelius (03)3 ••I YPORTAN"• BTIRNI* THIS DRAWING TO ALL CONTRACTORS IS DRA NG THE INSTALLERS. Trusses regal re extreme care 1n fabricating, handling, shl ppi ng, Installing and bracing. Refer to and follow 1 the Iatest:di ti on of BCSI (BuiIding Component safety Information, by TPI and WI-CA) for safety practices prior / DL 10.0 PSF DATE 07/05/17 II n to performing these functions. I nstal I ers shall prowl de temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF ri gi a cel 1 i ng. Locati ons shown for permanent I atnral restraint of webs shat I have bracing I nstal I ed per BcSI DRW CAUSR7175 17186213 ,4 �0�� : sect)ens B3. B7 or 810, as a pplicable. Apply plates to each face of truss and position as shown above and on 07/05/2017 the Jol nt Details, unless noted otherwise. Refer to drawl ngs 160Afor standard plate post ti ons. Alpine, a di vi sl on of 1T Building Components Group Inc shall not be responsible for any deaiation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shlppl ng, AN ITWCOMR4NY installation a bracing of trusses. `Z/ d' a TOT. LD. 42.0 PSF SEAN- 122874 A seal on thl s drawl 11D or cover peps I I sti ng tN s drawl l h l I MI d time of this dr of professional s niwt marl ng <j LY 14,20 ce responsibility sol el y for the design shorn. The sal tab!1 I ty and use of tills drawl ng for any structure I a the 0se ll Tan DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responslblllty of the Bill Iding Desi goer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformatl on see this j ob•s general notes page and mese web sl too: ALPINE: www.al pi mel tw.com; TPI: waw.tpl nst.org: WrCA: wwwsbci ndustry.cam; I CC. wwwi ccsafe.org Renewal 613012018 SPACING 24.0" J RE F- 1 W277175 Z 10 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=4.2 psf. (a) Continuous I ateral restrai nt equal I y spaced on member. Wi nd loads and reacti ons based on MFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 5X5= T 1. 5X4 3X5 3X5 3X5ss 3X5 '' NA141k. 1.5X45 ,i_ilir 58-8-1 '4111111\• . `l 18-0-0 1 3X10(61) ----- 3X5= 6X8= 3X5= 3X10(B1) 1-6-0 7-1-3 1 10-3-14 J� 6-5__-6 'L 9-8-26-5-6 ,L 6-5-6 9-8-2 8 2 J_ 6-5-6 -1- 10-3-174-1-3 J L- 20-0-0 J, 20-0-0 --f 40-0-0 Over 2 Supports >1 R=1710 U=123 R=1831 U=139 W=5.5" RL=128/-125 e. Desi gn Cri t: I BC2015/TPI -2014(STD) OL. PROpk,S PLT TYP. Wave FT/RT=2%(0%)/4(0) f416.01. 0 4 d(NE , `r', OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAM RGI 825 N 4th Ave,Comelius OR 97113 **! ANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 88294PE A,,TC LL 25.0 PSF REF R7175- 77225 Trusses require extreme care In fabrl call no, handling, shl Dpi ng, install l no and bracing. Refer to and follow i the latest edition Of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 07/05/17 to performing these functl ons. Installers shall provide temporary bracing per BCS). Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cei I I ng. Locati ons shown for permanent I ateral restral nt of webs shat I have bracing I natal I ed per BCS! 07�05�2017 *C DL 7.0 PSF DRW CAUSR71 75 17186214 A I' L=1 N ; sections 63, BT or B,B, as appliable. Apply plates ttruss and pusi ti on as M1own above and on Jhe Joint etals, unless noted oche wise Refer to ,`,'-.:?,`,";;1,`_';fnr standard plate positiens BC LL 0.0 PSF CA-ENG BFR/PTT Al pine, a di vi si on of I TW eui I dl ng Components Group Inc. sM1al 1 not be respond bl a for any tlevi ati on from thi s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI ,, or for handling, shipping, AN ITW COMPANY i natal I ati on n bracing of trusses. 3 "t,014,20g• 0 TOT. LD. 42.0 PSF SEAN- 122881 . A seal on tnl s drawl ng or cover paps I I sti ng thl s drool ng, I ndl utas acceptance of professl onal engi nearing respunsl DllltY solely for the deal gn sham. The sui tab)11 ty and use of MIs drawl ng our any structure Is the $sell Tan'. OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond es bl I1 ty or the Sul I ding Di goer per ANSI/101 1 Sec.2. Sacramento,CA95828 For more infotion see this jabs general note,page and chow web sites: n g Renewal 6/30/2018 SPACING 24.0" JREF- 1W277175Z10 ALPINE: .al pi nei tw. TPI' www.tpi net.org; WiCA: sbci ndOstry. ICC: www.,ccsafe. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 :T4 2x4 DF-L 2400f-2.OE: 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: :B3 2x4 HF SS: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5, W6 2x4 HF #2: DL=4.2 psf. Cal cul ated horizontal defl ecti on i s 0.30" due to I i ve I oad and 0.21" Wind I oads and reacti ons based on MWFRS with additional C&C member due to dead load. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad 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. Calculated vertical deflection is 0.68" due to live load and 0.97" due to dead load at X = 29-9-0. _ 5X5(R) III 5X10 1.5X4111 3X5 1.5X4�0 3X5% 5 3X5 . T4 8-8-1 5 (a) W4 (a) W6 1. 5X4 • W3 XW5 IM...B2 = 2 5 H1019B3 _L _ 2.5 �\ 18-0-0 3X5 3X10(61) = = 5X10 4X12(F1) 1-6-0 7-1-1 10-3-10 6-5-4 ...i_9_7_164-5-12 7-164 5-12 4-10-8 9 9-8 4-10-8 4-8-4 10-3-0 5-6-12 'I 20-0-0 20-0-0 19-11-8 9-9-8 10-3-0 40-0-0 Over 2 Supports R=1711 U=122 R=1835 U=139 W=5.5" RL=128/-125 CEO PROp Design Cri t: I BC2015/TPI -2014(STD) A. S's PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. .!_%Lt �Ne- 'OZ OR/-/1/-/-/R/ Scale =. 1875"/Ft. Truss 825N4thAveComponents ofOregon (503)357-2118 "WARNINGIwwREAD AND NFOLLOW ALL NOTES RAONTHIS LUDINGGI 4110°..."-. 83294PE 'Q REF R7175- 77226 825 N 4thh Ave,Cornelius OR 97113 '•Ilroarjwr•• PIAiNI sll TBI s pBAn xg T°ALL colrrwAcroBs I BCLugI BG THE I lasrALLeBs. '7 TC LL 25.0 PSFTrusses require extreme care In fabricating, handling, shl ppl ng, install l ng and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'ATCA) for safety practices prior C DL 1 0.0 PSF DATE 07/05/17 T. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, „Alb top chord sisall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shall have braci ng install ed per BCSI 07/05/2017 1C DL 7.0 PSF DRW CA115R7175 17186215 ,4 L �� sect!ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on O I the Joint etails, unless noted otherwise. Refer to drawings 160A-Z for standard plate posdtions. OREGON I Al pi ne, a di vi si on of 1 T17 Bui I di ng Components croup Inc. sha!I not be responsi bl a for any devl atl on from thi s ^ BC LL 0.0 PSF CA-ENG BFR/PTT drawing, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, 111 AN IT'W COMPANY i nstal I at!on N bracing of trusses. G `tier 14,sow e, TOT. LD. 42.0 PSF SEON- 122887 . A seal on MI s drawl op or cover page I I sting ml s draw nag 1 roll Ates acceptance of professl onel eagl Merl ng die, responsl DI I ty solely for th des)sr,shown. The sal tab)Il ty and use of this drawl ng for any structure Is the 8351 ROvaeaClrcle respens'blIIty of the Rollding Designer per AtAI/TPI 1 See.2. *sell Tar ' DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 run more Information see this job's general metes page and these web sites: Renewal 6/3012018 SPACING 24.0" JREF- 1W277175Z10 ALPINE: www.al pi neltw.co, TPI: www.tpl nst.orgy NTCA: www.sbcl ntlust ry.mm; ICC; www.iccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 Ti: 2x4 DF-L 2400f-2.OE: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet. : plot details for special positioning requirements. Webs 2x3 HF #2 :M14 2x4 HF #2: 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Truss desi gned to support 1-0-0 top chord outl ookers and cladding load anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wind BC not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord DL=4.2 psf. 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 Wind loads and reactions based on MWFRS with additional C&C member notches. Do not notch i n overhang or heel panel. desi gn. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require rei nforcement at 70% of the I ength braci ng requi rements. tabulated for 2X4 studs of the same grade. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web Bottom chord checked for 10.00 psf non-concurrent bottom chord live member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase NOTE: I f wal I top pl ate i s not aligned wi th cei I i ng pl ane, wal I factor for dead I oad i s 2.00. bracing must be provided to ensure adequate support. See IBC2015 sec. 2308.9.1. Building owner or building design professional shall be responsible to retai n engi neer for wall/support braci ng desi gn. 5X5 .: T 1.5X4(**) III $ 1. 5X4(**) III i 3X5% ei 3X5 as M14• ; ae 5 r ,a) $ 8-8-1 15 i T1 ilib I I 1 //////////////////////////////////////////////////////////////// ] ] ] 9 e 18-0-0 1 3X5(A1) = 5X5 3X5(A1) B2 1-6-0 I— 20-0-0 ,I, 20-0-0 J 40-0-0 Over 2 Supports R=126 PLF U=5 PLF W=20-0-0 R=124 PLF U=10 PLF W=20-0-0 RL=7/-7 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. p PRp PLT TYP. Wave Design Cri t: I BC2015/TPI -2014(STD) .(l' FSS., FT/RT=2%(0%)/4(0) 16.01. !i_%,Ar edNe. O OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-1118 '•WARNINGI•*READ AND FOLLOW ALL NOTES ONTHIS DWI 110l 00........... 83294PE + Z REF R7175- 77227 825 N 4th Ave,Comelius OR 97113 ••i McORTANF•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p TC LL 25.0 PS F Trusses regui re extreme care In fabrl cati ng, handling, shi poi ng, I nstal II the latest edition of SCSI Buil din nd and brfoins. etyer to and nohowC DL 1 0.0 PSF DATE 07/05/17 ( g ComponentSSafety deftempoiar, by TPI and SCSI for safety tedcothes prior - n to pchordming I these fpropir!y. (ached sts ctur provide ng temporary tom hg per SCSI ena ps periy attached top chord shall have properly attached structural sheat hl ng and bottom chord shall have a properly attached rigid cei I i ng. Locati ons shown for permanent I ateral estrai nt of webs shal I have bracing I nstal I ed per SCSI 07/05/2017 C DL 7.0 PSF DRW CAUSR7175 17186216 ,4 ; sections 03, e)or B10, as applicable. Apply plates to each face of truss and position as shown above and on II O I the!sent Bat a!le, unless noted otherwise. Refer uo drawings 160A-Z far standard glare positions. OREGON C LL O.0 PSF CA-ENG BFR/RTT I ' Alp!ng, a yi fi ii ur of U SW IOwl l hi rg usspi nacos Group Inc. hhA /TP b1 rorpfori hast for any ideviation from tri s 13 C drawing, any failure to builtl the truss in conformance with ANSI/TPI 1, or for handling, shi ppl ng, AN ITW COMR4NY i neral I ati on s bracing of trusses. fe 1Zty 14,26€0 t. TOT. LD. 42.0 PSF SEQN- 122891 . A seal on tills drawl ng or cover page I I sting tilt drawl ng, I nal cele acceptance acceptanof profess!coal anal nearing response bil i ty solely for the rail gn shown. The sal earl l l ty and use of this drawl ng for any structure Is the 8'e l'Tan DUR. FAC. 1. 15 FROM BB 8351 Rosana Circle response bill ty of the Sul l dl ng Oesl goer per ANSI/Tel 1 See.2. Sacramento,CA 95828 For more i nformati on see this job's general notes page and these web sl tee: ALPI NE: mom alpineitw.cony TPI: wow.tpinst.org: WC, www.sbci ndustry.com; ICC: muw.,ccsafe.org Renewal 6/30/2018 SPACI NG 24.0" J RE F- 1 W2 7 7 1 7 5Z 1 0 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717010--PARR LUMBER-HI LLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 20.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=4.2 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss desi gned to support 1-6-0 top chord outl ooker span and Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically al ong top edge. DO NOT OVERCUT. No knots or other I umber defects Provi de I ateral wi nd braci ng per I TWBCG wind braci ng details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS 512030ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 4X5--- 4 X5= I.\ P 1111111116.AA 1115-4-13 10 F 110 Ai .i i i ii i i . 18-0-0 / 2X4(81) = 2X4(B1) 1.<1-4-0>1 L1-4-0J I, 6-0-0 I 6-0-0 lac 12-0-0 Over Continuous Support >1 R=175 PLF U=34 PLF W=12-0-0 RL=16/-16 PLF Note: All Plates Are 1. 5X4 Except As Shown. so PRO Design Cri t: 1 BC2015/TPI —2014(STD) .<0 FSS, PLT TYP. Wave FT/RT=2°/6(0°/6)/4(0) 16.01. Ai%Ar ONE vO OR/ /1/—/—/R/— Scale =. 375"/Ft. Truss 825N4thAve,sofOregon (503)357-2118 "WARNINGI"READ AND 1SDRAWFGLTON'ALLONTESON TORSISDRAM LUDINGGI laTC LL 25.0 PSF REF R7175— 77228 _ 825 N 4th Ave,Cornelius OR 97113 "I IwoRrARr,• FIIRNI SH Txl s DRAWING TO ALL CONTRACTORS 111LWD1 Be THE I BsrAriEBs. Trusses require extreme care In£abri cats ng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and wrCA) for safety practices prior 4M1111111C IL 1 0.0 PSF DATE 07/05/17 411 to perform)ng these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,1164, top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent 1 ateral restrai nt of webs shat I have bract ng i nstal I ed per BCSI 07/05/2017 'C DL 7.0 PSF DRW CAUSR7175 17186217 1 ,4 ; sect)ons B3, B>or 810, as app)Icabl e. Apply plates to each face of truss and position as shown above and on II MI^ I I the JoInt Octan s, unless noted o,Z wise. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA—ENG BFR/RTT I \SII I ' AI pi ne, a tli vi si on of I TW Bui I di rg Canponents Group Inc. steal not pe responsi bl a for any tlevi atl on iron thl s drawing, any£allure to bul I the truss in conformance with ANSI/TPI 1, or for handling, shlppl ng, AN ITWCOMR4NY installation a bracing of trusses. `41.14s26°4 . TOT. LD. 42.0 PSF SEQN— 122893 . A seal on tills drawl ng or cover paps I 1st!ng thl a drawl np, I ndl utas acceptance of professional apl Merl 4� a rssponsl Di I1 ty solely for the des)gn show]. The sul tab)I1 ty and use of this drawl ng for any structure I the ae"Tao '- DUR. FAC. 1. 15 FROM BB N 8351 Rovana Circle Mng OI bl I I ty of the Bad I dlDas)goer per ANSI/IPI 1 Sec,2. Sacramento,CA 95828 For more'nformati see this;ob.s general note,page and these web sl tee: Renewal 8/30/20 SPACING 24.0" JREF- 1W277175Z10 ALPINE: www,al pi neitw.coos TPnOTC,www.tpi nst.erg; WTCwww.sbci ndusiry.cam: I CC. www.,ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HI LLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 120 mph wind, 20.34 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=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5(R) III Alla11 ' ,AI .� ■ L .18-0-0 ! 1. 5X4 III 2X4(B1) = 2X4(81) L1-4-0J L1-4-01 f< 6-0-0 >I< 6-0-0 >1 6-0-0 I 6-0-0 12-0-0 Over 2 Supports >1 R=649 U=46 W=5.5" R=649 U=46 W=5.5" RL=129/-129 Design Cri t: I BC2015/TPI -2014(STD) CEO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'As, I -4 7�4 S'� OR/ /1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 •`WARNING!ww READ AND FOLLOW ALL NOTES ONTHISDRAM NGI TC LL 25.0 PSF REF R7175- 77229 825 N 4th Ave,Cornelius OR 97113 w•1■PORTANT•• FURNISH THIS DRAM NB TO ALL CONTRACTORS I MOURN we THE INSTALLERS. la Trusses regul re extreme care In fabrl cat!ng, handl l ng, shi ppl ng, Installing and bracing. Refer to and follow the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) For safety practices prior / : DL 10.0 PSF DATE 07/05/17 T. to Performing these fundi ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shat! have properly attached structural sheathing and bottom chord shall have a properly attached rI gid cel I i ng. Locati ons shown for permanent I atomBC DL 7.0 PSF) restrai nt of webs anal I have bracl ng I nstal I ed per BCS DRW CAUSR7175 17186218 A �� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on II I the Joint Details, unless noted otherwise. Refer to drawl nes 160A-Z for standard plate positions. 07/05/2017 I Al Pine, a division of ITV Building Components Groep Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any Fal l core to build the truss!n conformance wl th ANSI/TPI 1, or for handl l ng, shipping, AN ITWCAMR4NY iestallatiee R bracing of tresses. 13C TOT. LD. 42.0 PSF SEAN- 122895 A seal on tills drawl ng or cover page I I sting tis drawl ng, I roll cotes acceptance of professional engI mean ng 4 LY 14,24 0 sThe sul tab!Ilty and use of MIs drawl ng for any structure Is the g responslbIl Ity solely for the design snow. O. . OUR. FAC. 1. 15 FROM BB _ 8351 Rovana Circle respond bill ty of the Bull ding Desl finer per ANSI RPI 1 See.2. e" o Tav. Sacramento,CA 95828 For more Information see thi s,ob•s general notes page and these web Si tee: VV `' SPACI NG 24.0" JREF- 1W277175Z10 ALPI NE: www.alp!nel tw.con; TPI: www.tpi nst.org: WTCA: www.sbci ndustry.con; I CC: www.I ccsafe.org Renewal 6!3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBOR0 -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.91 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=4.2 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 5 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face In area (0) only, and 24" span on op osite desi gn. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed Provide lateral wind bracing per ITWBCG wind bracing details or per within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. braci ng requi rements. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad factor for dead load is 2.00. applied per IBC-15 section 1607. + Provide lateral bracing for inset chord. Attach nailer 4X5---- at edge of Iower roof diaphragm, or use purlins at 24" oc. ii — 3X78-6-5 101Apo 44111111' © 18-0-0 _L 2X4(B1) = 3X7 3X5(81) (2,-_,L1.„. 12 3012 -1 [1-4-.2 13-6-0 -. 6-0-0 7-1-5 2-7-11 3-4-11 0 4-5 6-0-0 19-6-0 Over 2 Supports R=217 PLF U=21 PLF W=7-6-0 R=966 U=37 W=5.5" RL=28/-28 PLF Note: Al I Plates Are 1. 5X4 Except As Shown. EO PROF Design Cri t: I BC2O15/Tq�PI -2014(STD) F PLT TYP. Wave FT/RT=2/0(O%)/4(0) 16.01. f I�t _ t4, vi ' OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 THINGI � n 825N4th Ave,Cornelius OR97113 '•IMpa1fTANr•• F11RNIsl1 Txls ORANING To ALL cgNrRAcrogs INCLUDING THE INsrALLEBs. 83294PE 'rla TC LL 25.0 PSF REF R7175- 77230 Trusses requl re extreme care In fabrl cat!ng, handling, sh;ppl ng, instal l l ng and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prior 00°''- 10.0 PSF DATE 07/05/17 n to perform)ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent I ateral estral nt of webs shat I have bracing I total I ed per BCS BC DL 7.0 PSF DRW CAU5R7175 17186219 ,4 l O`� II SAIt!ons B3, B7 or B10, as app!;cable. Apply plates to each face of truss and post ti on as shown above and un 07/05/2017 II L J the Joint petal l s, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pas;tions. pine, a division of I Bun n di ng Components Group Inc. shornot be respnnslble for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any ilure to bulId the fatruss In conformance vel th ANSI/TPI 1, or for handl ing, shl'1'ng, a�r� AN ITWC.OMR4NV installation a bracing of tra=des re TOT. LD. 42.0 PSF SEAN- 122897 . A seal on this drawl ng or cover page I I estiet ng till s Crawl ng, I nil cattle acceptance of profess)anal enpl neer) G "00'14,2 0 _ 0 responsi la I I ty sol el y for the design shown. The su1 Uhl I I ty and use of th1 s drawl ng for any structure I s the jTan Ah 8351 RovanaClrcle m responslbillty of the Bull di ng Deelgner per AN51/TPI 1 See.2. s$eITDUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I reformati on see ns J ob•s general notes page and these web s!tes: + Q'e ALPI Nr: www.al pi mei tw.cpm; TPI: www.tpi nyt.org; wrcA: www.sbci naeatry.nom; 1 CC: www.i ccaafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 W277175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - DG) Botp chord 2x6 DF-Lchord 2x4 HF 2SS 2 COMPLETE TRUSSES REQUI RED I ( z Webs 2x4 HF Std/Stud :W3, W7 2x4 DF-L Std/Stud: Nail Schedul e:O.120"x3", min. nails :W5 2x4 HF #2: Top Chord: 1 Row @12.00" o.c. . :Rt Wedge 2x6 HF #2: Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Special I oads Use equal spaci ng between rows and stagger nails (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) i n each row to avoid spl i tti ng. TC- From 76 pIf at 0.00 to 76 pIf at 9.75 4" o.c. spaci ng of nails perpendicular and parallel to TC- From 76 pIf at 9.75 to 76 pIf at 19.50 grain requi red in area over bearings greater than 4" BC- From 7 pIf at 0.00 to 7 pIf at 19.50 BC- 1709.86 Ib Conc. Load at 1.56, 3.56, 5.56 120 mph wind, 22.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1711.36 I b Conc. Load at 7.56, 9.56,11.56,13.56 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=4.2 psf, wind BC 15.56,17.56 DL=4.2 psf. Wind Ioads and reactions based on MWFRS. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 2.00. 4X8(R) III 5X10 0 5X10 01. 44,4b 3X10� 41 3X10� 10 10 8-6-5 AIL. III MEI c-efollAMIlmal .li1�r.`i 18_0_0 5X10(B1OR) 3X10 III 5X7 8X8(R) III 5X7= 3X10 III 5X10(B1OR) 3-7-3 + 3-0-14 + 3-0-14- 3-0-14---3-0-14 + 3-7-3—H L 9-9-0 9-9-0 J 1< 19-6-0 Over 2 Supports • R=8657 U=701 W=5.5" R=8360 U=678 W=5.5" Desi gn Cri t: I BC2015/TPI —2014(STD) QED PRop� PLT TYP. Wave )) FT/RT=2%(0%)/4(0) 16.01. IR G . F `SS�O OR/-/1/-/-/R/- Scale =, 25"/Ft. Truss 5 Components th ornelius O(503)357-2118 9U7113 7-2 1 18 •.• F RNI H READ AND NG TO ALL NATES ON THIS DRAIRRGI ,�• 4N l�41 TC LL 25.0 PSF REF R7175 77231 — ••I YPDRTART•• F1MNI SH TRI s DRAM NG TO ALL CONTRACTORS I NCLIIDI NG THE INSTALLERS. Trusses regui re extreme care I n fabrl call ng, handl I ng, shi ppl ng, I nstal I I ng and bract ng. Refer to and fol I ow , 83294PE the Iatost edition of BCSI (Building Component Safety Information, by TGI and WTCA) for safety practices prior 1� DL 10.0 PSF DATE 07/05/17 n to perform)ng these functions. Installers shall provide temporary brat;ng per BCSI. Unless noted otherwise, ..... '_ top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl gl d cei 1 I ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have brad ng i neral I ed per BG BC DL 7.0 PSF DRW CAUSR71 75 17186220 ,4 � �Q secii ons B3, B)or B10 as applicable Apply plates to each face of trussandpusi ti on as shown above and on e III the Joint Deta;I s, unless noted otherwise. Refer to drawl ngs 1b0A-Z for standard plate positions. 07�QS�ZQ]7 I Al pi ne, a dl v;sl on of I TW Bu;I dl ng Cnr"ponents Group Inn. Sha,1 not be respond bl a for any dev;at;on from th,s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fel lure to bul Id the truss In conformance wl th ANSI/Tel 1, or for handling, 551 pping, AN ITW COMPANY i nstal l anon A brat;ng of trusses. 13t TOT. LD. 42.0 PSF SEAN— 122900 . A seal on thl s drawl nag or rover page I 1st!nag thl s drawl ng, I ndi cotes acceptance ofprofess!anatsnipr corneer! i sBth G SLY 14,204 �� responsI bill ty sol sly for the design shows, The sus tab)l I ty and use of this drawl for any 8351 Rovana Circle respond billty of the Sul Ids nag Designer goer per ANSI/TVI 1 See.2. •eIg Tan, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformat;on see th;s i ob•s general notes page and these web sites: V ALIN NE: ewe.al pi nei'tw.tom, TPI: www.tpi net.org: won: www.sbci ndustry.cam. ICG www,r ccsafe.org SPAC I NG 24.0" J RE F— 1 W277175Z 10 Ronabsannl R/V1/21118 i THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- 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=4.2 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ooker span and Wind Ioads and reacti ons based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Right end vertical not exposed to wind pressure. allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per braci ng requi rements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 1. 5X4 III 1.5X4 III 1.5X4 III l 1 5 �- 1 2-5-1 o ■�■�■I +9-0-0 1. 5X4 III 2X4(A1) 1.5X4 III 1.5X4 III L--2-0-0--›-I 5-0-0 Over Continuous Support R=134 PLF U=63 PLF W=5-0-0 RL=32/-4 PLF Design Cri t: I BC2015/TPI -2014(STD) CEO PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 17.01. �R_ �fl�I+�fc��`SS OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 w'WARNI NGI w'READ AND FOLLOR'ALL*DIES ON THIS DRAM AGI \ 825 N 4th Ave,Cornelius OR 97113 ^IIIPORfANr^ UtNISH THIS DRAWING TO ALL CONTRACTORS INCLuoING THE INSTALLERS. � TC LL 25.0 PSF REF R7175- 77232 Trusses requl re extreme care In fabricating, handl 1 ng, shl ppi ng, Installing and bracing. Refer to and follow the latest edition of BCSI (Elul 1ding Component Safety Information, by TPI and wTCA) for safety practices prior /� �, DL 1 0.0 PSF DATE 07/05/17 to perform)ng these fpncti ans. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel 1 i ng. Locati ons shown for permanent I ares) restraint of webs shat I have bracing i natal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17186225 ,4 1 sections B3, B)or B10, as applicable. Apply plates to each face of truss and position as shown above and on Illi L J the Joint Details, unless noted otherwise. Refer to drawings 1b0A_Z for standard plate posltlons. 07/05/2017 BC LL 0.0 PSF CA—ENG BFR/RTT I Al pi ne, a di vi sl on of I TW Elul Id'ng Components Group Inc. shat l not be responsi bl a for any devi ati on from thi s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shi ppl ng, AN ITWCAMPANY installation x bracing of tra=ces. TOT. LD. 42.0 PSF SEQN— 16527 REV . A seal on till s drawl 0p or cover page I I stl 0p till s drawl ng, I ndl rates aeeeptanra of protessl oral engi neer)ng �/_ 4ILY 14.20� 0 espoltl bill ty sol el y for the dell gn shown. The sul tab)I ty and use of ml s drawl ng for any structure I s the V 8351 ROvana Circle radon l bill ty of the Ball ding Basl goer per ANSI ITP) 1 Sec.2. sSeIt Tan's DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformat,on see this j ob.s general notes page and these web si tet, ALPI NE: www al pi nal tw.cam: TPI: wane.tpi nst arg: w cA: www.sbci edattry. am ICCwww ectafe org RAM/MA/AlR 91141 SPAC I NG 24.0" J REF— 1 W277175Z10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1.5X4 III i 5 2-5-1 III ■ o11111.11111111111 +9-0-0 ►4 1.5X4 III 2X4(A1) L-2-0-0---›-I Fc 4-10-4 -2 5-0-0 Over 2 Supports R=408 U=18 W=3.5" R=172 U=10 RL=48 Desi gn Cri t: I BC2015/TPI -2014(STD) �'E°PRpF�, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. V..�!s/gPP�`r6' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon (503)357-2118 "WARNI RNI H READ AND GLTON ALL NOTES TO THIS DRAM INCLUDING TC LL 25.0 PSF REF R7175- 77233 825 N 4th Ave,Cornelius OR 97113 "1 grgarANr'* FURNISH THIS DRAWING 1b ALL CONTRACTORS I NCLIAI fc THE INSTALLERS. Trusses regui re extreme care;n fabrl cat!ng, handling, shipping, install ing and bracing. Refer to and fol low the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �1 DL 10.0 PSF DATE 07/05/17 T. to performing these functl ons. Installers shall provide temporary bracing per BCSI. Unlessnoted otherw;se, a/' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri g;d cell Ing. Locat;ons shown for permanent lateral restraint of webs shall have bracing;nstalled per BC BC DL 7.0 PSF DRW CAUSR71 75 17186221 ,4 LIRI stt[I ons 83, e]or 810 as applicable Apply plates to each face of truss and posi ti on as shown above and on the Joint Deta;Is, unless n ed otherwise. Refer to drawings 160A-2 for standard plate posttlons. 07/05/2017 Al incl a division of ITw Bnild` OREGON BC LL 0.0 PSF CA-ENG BFR/RTT p ng Components Group Inc. sM1al l not be responsi bl a for any l ppi ati on from chi s drawl ng, any failure to build the truss In conformance with ANSI 1, or for handling, shipping, AN ITWCOMRANY installation a bracing of tresses. TOT. LD. 42.0 PSF SEAN- 122902 • A seal on tis Prowl ng or cover page I I sti ng this drew1 ndi U .21tes acceptance of profess!oral pl neer)ng 4AbCY 14,2O 0 responsl Id I I ty sol el y for the design show. The sul tebng,ty and use of ehl s drawing for any structure Is the 8351 Rovana Circle responalblIIty of the Bunding Desiper ANSI/TPI 1 See.2. sSeH Tao a DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see thi s job's general notes page and these web sl tes: ALPI NE: www.al pi mei tw.corn; TPI: www.tpi nst.org. ATCA: www.sbcl sdostry.mom: I cc www.a ceaafe.org Rant RI 4R SPAC I NG 24.0" J RE F- 1 W277175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HI LLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - El) 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=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III 5 r-- 1 1-7-1 ill l.' eJ +9-0-0 omi 1.5X4 III 2X4(A1) L--2-0-0—>i Fr 2-10-42 hrt <3-0-0 Over 2 Supports R=348 U=22 W=3.5" R=61 U=1 RL=34 Design Cri t: I BC2015/TPI -2014(STD) rEO PROFS' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ',/5. ..� . rpt`s' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357--2118 •wWARNI NGIRFAD AND FOLLOW ALL NOTES ON THIS DRAWING! C� ,Q' TC LL 25.0 PSF REF R7175- 77234 825 N 4th Ave,Cornelius OR 971113 .9IPORTANrw• FURNISHH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in tab,cats ng, handling, shlpping, installIng and bracing. Refer to and follow /L� 83294PE the I edition of BCSI (BulIding Component Safety Information, by TPI and NTCA) for safety practices prior LC- VilDL 10.0 PSF DATE 07/05/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,,4111h top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gi a col 1 Ing. Locati ons shown for permanent I ateral restraint of webs shall have brad ng I nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17186222 ,4 sect)ons 83, BT or BIO, as applicable. Apply plates to each face of truss and posi tl on as shown above and on 07/05/2017 II L J I he Jol nt Details, unless noted otherwise. Refer to tlrawl ngs 160A-Z For standard plate post ti ons. I ' Alpine, a division of FTM Building Components Group Inc. s„all nut be responsible for any deviation from t„IS OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any Tal l ure to build the truss in conformance wl th ANSI/TPI 1, or for handling, shl ppi ng, AN ITWCOMR4NY installation M bracing of tru==es. /3t TOT. LD. 42.0 PSF SEQN- 122907 . A seal on tN pep s drawl ng or cover s I I stn ng thl s drawl ng, I ndl cotes acceptance of professional engl neeri ng /_ 4/1y 14,206 er responsl bl 1 I ty sol el y for the design shown. The sul tall I I ty and use of thin drawl ng for any structure I s the V resDUR. FAC. 1. 15 FROM BB 8351 ROvana Circle ponse bl I I ty of the But I dl ng Desl gnat per ANSI/TPI 1 sec.2. s`Q e f f Tar Sacramento,CA 95828 For more nfprnn: TRI see hi job's genera, notes page and these web sion., SPACI NG 24.0” JREF- 1W277175Z10 ALPINE: www.al pl neitw.com. TPI: www.tpi nst.org; WTCA: www.sbcl ndustry.coo ICC: www.iccsafe.org Ramaral RLIO/2111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud :M1 2x3 HF #2: DL=4.2 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. must not be cut or notched, except as noted. Right end vertical not exposed to wind pressure. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 1. 5X4111 1.5X4111 1 5 [ ill 2-0-1 i 9-0-0 OZ 1.5X4 III 1. 5X4 III 2X4(A1) L-2-0-0- 3-10-4 T2 FE— 4-0-0 Over 2 Supports- R=431 U=211 W=3.5" RL=139 R=138 U=63 0 PROF Design Cri t: I BC2015/TPI -2014(STD) .,1 FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►<<,,v�e ,t %v. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOre on (503)357-2118 w•WARNINGI ww READ AND FOLLOW All.NOTES ON THIS DRAIWNDI 4r./.. REF R7175 77235 p 8 ( ) ,•INrDRrANT" FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. lykTC LL 25.0 PSF825 N 4th Ave,Cotnellus OR 97113Trusses I re extreme care I n fabrl catl n handl I n shl I n I nstal I _regu tgIersiSafety de tomati onn, by TPI and WICA)rfornsafety practi cesfprl or DL 10.0 PSF DATE 07/05/17 the latest Edi tiOf SCSI B.Ins Component to Pehfrdming these Fpropirny. Inchellets ctall Provide temporary bracing per BC SI. Unless noted otherwise. Idiglih . top chord steal I have proper)y attached structural sheathing and bottom chord shat l have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17186223 ri gitl ceiling. Locatl ons shown far permanent lateral restraint of webs shall have bracing installed per BC51 All LJ E1Tj sect!ons Ba, B)or BIG, as applicable Apply plates to each face of truss and position as shown above and on 1)7/05/20 17 [he Joint Detal i s, unless noted otherwise. Refer to drawl ngs I no; for standard pl ate post ti ons. I Alpine, a di fail on of ITW Bulldi ng Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fai I ure to but I d the trans n conformance with ANSI/TN 1, or for handl I ng, shi ppi ng, 1R 04 C TOT. LD. 42.0 PSF SEQN- 122912 AN IT'W COMPANY I nits)I ata on A bracing of trusses. ng, ^s responsi bl I 1 ty A seal on all s sol l y fng or the deal gn page shownI .na tThe'Cdrawl l i bI I 1 ty and fuses of"acceptance.drawl.9 for ROY Ntructure marl the f/ LY 14,20 ,r0 8351 Rosana Circle responsl bill ty of the Bel I dl ng Dell goer per ANSI/TPI 1 Sec.2. *sett Tan•a OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informatl on see this Jobs general notes page and these web sites: ALPI NE: www.al pi nal tw.com; TPI: www.tpl nit.erg; WTCA: www.sbcl ndustry.comb I CC; www.I ccsafe.org Renewal ei30r2018 SPACI NG 24.0" J REF- 1 W277175Z10 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 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 Ioad. Creep increase factor Right end vertical not exposed to wind pressure. for dead I oad i s 2.00. 1. 5X4 III i 5 2-0-1 Egi■ 9-0-0 .11.111111111.11.1 1.5X4 III 2X4(A1) I<-2-0-0� I" 3-10-4 .1"12 -11 H 4-0-0 Over 2 Supports R=375 U=19 W=3.5" RL=41 R=120 U=6 Design Cri t: I BC2015/TPI -2014(STD) ��E�PROF�s PLT TYP: Wave FT/RT=2%(0%)/4(0) 16.01. t r �'i �, � � y _ . OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGT'•READ AND FOLLOW ALL NOTES ON THIS DRARI NGI 825 N 4th Ave,Cornelius OR 97113 '•I1p0RTANT'• FURNISH IRIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. © � TC LL 25.0 PSF REF R7175- 77236 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to iandce fallow �'' DL 1 0.0 PSF DATE 07/05/17 the lrfort ngi ti on of BCSI nsull ding Component Safety Ieftempoion, by TPI are WTCSI for lessty tedcothes prior ... to performing I these fpropetiy. nstal stn shal provide temporary tom hg per all eta ps noted attachide, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri 91 d ceiling Locati ons shown for permanent I ateral restraint of webs shall have braci ng Installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17186224 ,4 sections 03, nJ or 010, as applicable Apply plates to each face of trussandposi ti on as shown above and on 07/05/2017 II ofhe Jol nt Details, unless noted etre wise. Refer to drawings 160A-Z for s andard plate posi ti ons. I Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc shat I not be responsi bl a for any devi atl on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IrweonnaoNr instalion tIl a bracing of trusses. a.G 0, C. TOT. LD. 42.0 PSF SEAN- 122909 Aresponsl on I Ilty eo el drawl ng gfoor tthhee'des page shst he s.ng TThe sultan'drawl ng I,LyRand purse of tui acceptance Mang for anyynsi structure ISO the </ lY 14.20 0 8351 Rovana Circle responsl bill ty of the Bul I ding Desl gner per ANSI/TPI 1�.2. eee11 Tan�� DUR. 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.O" JREF- 111V277175Z10 ALPINE: new al pi mei tw.con: TPI: www.<pi net.org: WTCA: www.sbci ndustry.con. ICC: wwwi ccsafe.erg Renewal 6/30/2018 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 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 = 1.00 2x4Brace (1) 1x4 'L' Brace x (1) 2x4 'L' Brace * (2) 2x4 'L" Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace xx Bracing Group Species and Grades, Gable Vertical No Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: Spacing Species Grade S Spruce-Pine-Fir Hem-Fir - #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5" 14' 0' 14' 0° 14' 0' 14' 0' 41 / #2 Standard #2 Stud SPF #3 4' 4' 7' 2' 7' 8' 9' 1' 9' S" 10' 10' 11' 4' 4' 0" 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard O 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 Pinexxx Cu #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 SP #2 4' 7" 7' 10' 8' 1" 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0" 14' 0' Stud Stud Standard Standard N #3 4' 6' 6' 6' 6' 11' 8' 7" 9' 2' 10' 11" 11' 4' 13' 6' 14' 0" 14' 0' 14' 0' (UD L Stud 4' 6" 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0" 14' 0' 14' 0' Standard 4' 4' 5' 9" 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0" 14' 0' Group B: Ur #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 _ r #3 5' 0" 8' 10" 9' 3" 10' 5" 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr c_ U I_ i� Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11" 14' 0" 14' 0" 14' 0' 14' 0' #1 cu O r 1 Standard 5' 0' 7' 6" 8' 0' 10' 1" 10' 9' 12' 5' 12' 11' 14' 0' 14' 0" 14' 0' 14' 0" Douglas Fir-Larch Southern Pinexxx #1 5' 6" 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2° 14' 0" 14' 0" 14' 0' 14' 0' #1 #1 S #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' 1x4 Braces shall be SRH (Stress-Rated Board). iiDFL Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0" 14' 0" 14' 0" 14' 0' 14' 0' ...Far 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0" 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' L4' 0' 14' 0" 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B d r r #1 / #2 5' 9' 9' 10' 10' 2' 11' 7" 12' L' 12' 7' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' values may be used with these grades. #3 5' 6' 9' 8" 10' 1' 11' 6" 11' 11' 13' 8' 14' 0" L4' 0" 14' 0° 14' 0' 14' 0' Gable Truss Detail Notes: U H r 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 ptf over x #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2° 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). 0 SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' L" 13' 10' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6" 12' 0' 13' 9" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6" 13' 8' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Symm r- Attach 'L' braces with 10d (0.128'x3.0' min) nails. ' About it 11 Gable Truss '� " 0 x For (1) "L' brace, space nails at 2" o.c, ,i. in 18' end zones and 4' o.c. between zones. Diagonal brace option; A(B(For (2) 'L' braces, space nails at 3' o.c. in 18' end zones and 6' a,c. between zones. vertical length may be doubled when diagonal .078. -T. .,. . 'L' bracing must be a minimum of 80% of web brace is used. Connect -j- �� 0 member length. diagonal brace for 385# 'L' at each end. Max web Brace 4�� Gable Vertical Plate Sizes total length is 14'. �— )E)IE `r � Vertical Length No Splice • 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 • better diagonal Greater than 4' 0', but 2X4 less than 1' 6' Vertical length shown brace; single ;IE Greater than 11' 6' 3X in table above, or double cut Q 0 '� 45' (as shown) nt � - 0 + Refer to common truss design for upper end. ��������llr �N �: � peak, splice, and heel plates. ontlnuaus PRO. Refer to the Building Designer far conditions Connect diagonal at �4(�t midpoint of vertical web. Refer to chart above f / not addressed by this detail. w.WARNINGIOS READ AND FOLLOW ALL NOTES ON THIS DRAWING! wwIMPORTANTxw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF ASCE7-10-GAB12030 /•� 83294PEla. Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and SBCA) for safety 4GDATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCD). r- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of wets sfall have ndaposi Installed per BCSI sections B3,Bi or 810,as applicable. Apply plates to each face 07�05�201'] // I[f]j of truss and position as shown above and on the Joint Details,unless noted otherwise. /� L�LJ _ Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from QN 1 AN ITW COMPANY this drawing, y failure to build the truss in conformance with ANSI/TPI L or for handling,shipping, 7/Va/ 1/ Installation a,any of trusses. �'CI? `y(Y14,Z4� TOT. LD, 60 PSE A seal on this drawing orcover page listing this drawing,Indicates acceptanceof professional t --__-- engineering responsibility solely for the design shown. The suitability and use of his drawing I?$ '�Ta 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Tao ' Earth City,M0 63045 For e �m re information see this job's general notesdpage and these web sites: .,.i,�i./ ALPINE. w w.alpineitw.comi TPIt, www.tpinsorgi SBCA.w w.sbcinustry.orgi ICC www.iccsafe.org RenewalW30120� SPACING 24,0" • DabLe De waif For Let-in Verticals Gable Truss Plate Sizes ASbouyn.t © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, /I +QRef Refer to Engineered truss design far peak, splice, web, and heel plates, O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable ve tical O Examples 2X4 © 4 L5 5 ength • typ' � 2X4 d 2X8 "T" Reinforcement Attachment Detail "T' Reinforcing 'T' Reinforcing Member Member 111) 5i O Toe-Hall - ❑r - X End-nail 1 Idlitii I iikno Al e lillbillA O 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, specie, and grade of the "L" reinforcing member. Rigid Sheathing Toenailed Nails 1Od Common (0.148"x3",m1n) Toenails at 4" o.c. plus Web Length Increase w/ "1- Brace rj 4 Nails 1 (4) toenails in the top and bottom chords. "T" Reinf. 'T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c. SP #3 4' oiC. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T° Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L" Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. T 4 Nails p ►— PRCeiling Q O ��dV11i .' '. ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI w REF LET—IN VERT ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to andTATE 10�01�14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety /� DATE practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG GBLLETIN1014 '.__, shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs II )=ii (I of t have bracing installed per BCSI sections B3, J ar BIO,as applicable. Apply plates to each face 07/05/2017 u�\__ of truss and position a shown above and on the Joint Details,unless noted otherwise. v Refer to drawings 160A-Z for standard plate positions. O71R,QN AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shad not be responsible for any deviation from J y this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 4/C�.,14,2O �� _ -;X, TOT. LD, 60 PSF in tadation 6 bracing Of truss¢ G A seal an this drawing Srcover page listing this drawing,Indicates acceptance of professional "s*Sell engineering responsibility solely for the design shown. The suitability and use of this drawing 8e ,• �.',,JR, FAC. ANY 13389 Lakefront Olive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec,2. Earth City,MO 63045 For more information see this job's general notes page and these web sites. Renewal 6130/2018 'iX, SPACING 24,0" ALPINE, wwealpineltwconi TPI ewww.tpinstergl SHCA, wwesbcindustry.org)ICC, www.lccsafeerg ASCE 7-101 120 mph, 30' Mean -eight, Close°, Exposure C Common Residential Goole End Wino Bracing Requirements - Stlf -Feners 120 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top, Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached • Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min,) nails 8 6" o,c, 1 I N • ,r1 2X4 Blocking nailed to /1110411 45° sheathing and 24` Max 1 111111111v each truss (Typ) 11111tai 1_� H I i _®_®_II .im H/2 X RIII 1111111h.- I I I I ■MI ■ ■ 11','1, ontinuous Bearing — 2x6 #2 Stiffback attached to each OL so PROpk. Stud w/ (4) lOd box or gun (0123" X 3", mm ) nails, �y.c �‘GINFF '47 wwWARNINGtws READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF GE WHALER wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Iu 83294PE '9 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and i, / ATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SHCA) for safety Ailli practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG GABRST101014 shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/052017 F��� I'I shall have bracing installed per HCSI sections B3, B7 ar B10, as applicable. Apply plates to each face ,,,,,,,,,,,-,n J �) Imo\ of truss dad position as shown above and an the Joint Details, unless noted otherwise. 7/6M9 ILII Nu Refer to drawings 160A-Z for standard plate positions, ,7/j�+S4�ON AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from V:7�1 r this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, /_ �LY14,2o# i0 i`''',^;X. TOT. LD. 60 PS F installation 4 bracing of trusse V-q A seal on this drawing orcover page listing this drawing.Indicates acceptance of professional V engineering responsibility solelyforthe design shown. The suitability and use of this drawing Niel!Tan For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Lakefront 3045 Earth e For more Information see this job's general notes page and these web sites, Renewal 8/30/2016 Earth Cily,M063045 ALPINE, wwwalpineltw.coml TPliwww.tpinst.orgl SBCA, www.sbcindustry.orgl ICCs www.Iccsafe.or0 MAX. SPACING - LR Rei � orci � g ye -nicer SL, bs , IL, y Lion T-ReinForcement This detail is to be used when a Continuous Lateral Restraint (LLR) Or T-Reinf. is specified on a truss design but an alternative web L-Rein-Forcemeat: or reinforcement method is desired. L-Reinf, �`,� Apply to either side of' web narrow face Ag Attach with lOd (0.128"x3.0",min) nails A at 6" o.c 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 T-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 X \/ reinforcement type. /X\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement ScO 0 Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(X) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I • (K) Center scab on wide face of web. Apply (1) scab to each face of web. IN MIIII 5 GIN ' �O wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! —- ...IMPORTANT...M...IMPORTANT...FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 9 L L PSF REFF- CLR S u b s t. Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and I /. follow the latest edition of SCSI (Building Component Safety Information, by TPI and SUCH) for safety I'._ 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 1 DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/05/2017 IJ F �I� shall have bracing installed per BCS! sections B3, B7 or B10, as applicable. Apply plates to each Face J ,-gg of truss and position as shown above and on the Joint Details,unless noted otherwise. //�� ��//���w BC LL PSF ILS Refer to drawings 160A-Z for standard plate positions. '�/OREV ON AN TW COMPANY Alpine,a divon of Rw Building Components Group Inc. shall mat be responsible far any deviation from A 05/'17 C l',T. LD. PSF this drawing,any £allure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 4 SLY 14,240 0 Installation & bracing of trusse -{� A seal on this drawing orcover page listing this drawing,indicates acceptance f professional 4t engineering --- enngineering responsibility solely for the design shown, The suitability and use of this drawing els Tan TJ.,, R, FAC any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth Lakefront Drive4For more information see this job's l notes and these web sites: Renewal aaa2018 Earth City,M063046 ALPINE: wwwol ineltw�comi TPI see t jobs i SUCH' wwwsbcindustr SPACING P w. p g y,org)ICC: wwwAccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Jr': 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L" Brace w (1) 2x4 `L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace a (2) 2x6 'L' Brace rw Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 10' 8' 2" 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir P41 / #2 Standard #2 Stud #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' S" 11' 10° 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard CD O r Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' S" 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' ci HF Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' S" 11' 10' 13' 10" 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinexww Co #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 SP #2 4' 10" 8' 2° 8' 6' 9' 8' 10' 1' 11' 6" 12' 0' 14' 0" 14' 0" 14' 0' 14' 0' Stud stud Standard Standard #3 4' 8' 7' 0" 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0" 14' 0' 14' 0' ö (U D L L Stud 4' 8' 7' 0" 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0" 14' 0" Group B: _U r #1 / #2 5' 6" 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ Sr #3 5' 3' 9' 3° 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0' #1 N Btr 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 Cu 0 Standard 5' 3' 8' 1' 8' 7' 10' 10° 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine.. #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 > SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6" 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0" 14' 0" 14' 0' 1x4 Braces shall be SRH (Stress-Rated Hoard). DStud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0" *RRFor 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 SPF / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S I F #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: U HF 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). d SP #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. N D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0" 14' 0' 14' 0° 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Symm v^ Attach 'L' braces with 10d (0.128'x3.0' min) nails. "/ About '1 I able Truss t I X For (1) 'L' brace: space nails at 2' o.c. �,i In 18' end zones and 4' o.c. between zones. Diagonal brace option: I�l� �EFar (2) 'L' braces: space nails at 3" o�c. in 18' end zones and 6' o.c. between zones. vertical length may be O doubled when diagonal ; � 'L' bracing ustbeaminimumof80% ofwebbrace it used. Connectr� 0memberleng;mt. h.diagonal brace for 335# "L"nt each end. Max webBrace4`� GablVerticalPlateSizestotal length is l4'. , , Veical Length Na Splice 2x4 DF-L #2 0 • Less than 4' 0' 1X4 or 2X3 better diagonalGreater than 4' 0% but2X4 Vertical length shown brace; single ' less than 11' 'in table above. or double cut0 0L■••�� Greater than 11' 6' 3X45' (nsshown) at ■,Ii,` 0 + Refero COMMOn truss design for ' upper end. II■ ■ ■ • •—_—•iii ■ 1■t 11'''91 /�•�•�•�•t�r ■ ■ v ■ ■ `, peak, splice, and heel plates ontlnuau �� Refer to the Hullding Designer for conditions Connect diagonal at QcA midpoint of vertical web. Refer to chart above i,r - - ?I,. G4 not addressed by this detail. wwWARNINGIOO READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��9 4, 4. 0Z\ REF ASCE7_10-GAB12015 ...IMPORTANT...,FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,Installing and bracing. Refer to and LU 83294PE 9 follow the latest edition of HCSI (Building Component Safety Information, by TPI and SBCA)for safety /�. �, DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. /� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRV /G A12015ENC1O O14 .— shall have a property attached rigid ce!Iing. Locations shown for permanent lateral restraint of webs 1J 1�W 1 i) FFc', n 7 shall have bracing installed per BCSI sections B3,07 or O10,as applicable. Apply plates to each f ace Imo\ of truss and position as shown above and on the Joint Details.unless noted otherwise. J ILII \V�JI Refer to drawings 1600-Z for standard plate positions. AN TW COMPANY Alpine, o division of ITW Building Components Group Inc. shall not be responsible for any deviation from :47P0:7/I;II5f2R/T20°a17:1 this drawing, ny failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, w�•� '/I1",.,, TNT, LD, 60 PSE in tallation N bracing of trusses. NA seal on this drawing o caver page listing this drawing,indicates acceptance f professional GY 14,26 • engineering responsib!lity solely for the design shown. The suitability and use of this drawing w i 13389 Lakefront Drivefor any structure is the responsibility of the Build!ng Designer per ANSI/TPI I Sect. �Earth City,MO 63045 For m re information s e this job's general notes page and these web sites: m,)'/. ALPINE: www.alpineitwcomi TPD wwwtpinst.orgi SBCA:www.sbc!ndustry.orgi ICC: www.iccsnfe.orgSPACING 24,0' Renewal 8/10/21118