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Plans (422) C2o17- 06319 1Oc.613 6u0 A vw ,4 ; Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W327175Z1304151547 Truss Fabricator: Truss Components of Oregon Job Identification: 0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH lot 12 Hazel -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) , .O PROF Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, 4.i SSS+ Truss Design Loads: Roof - 42 PSF @ 1.15 Duration C9 �GiWEF� �y Floor - N/A 19575 Wind - 120 MPH (ASCE 7-10-Closed) Notes: 08/14/2017 OREGON 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of 940" 20•'9 0'' record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Trawot9 eal Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST1O-VAL16010- Submitted by GWH 15:13:58 08-04-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 01220--AGE 17216104 08/04/17 2 01221--A 17216097 08/04/17 3 01222--A1 17216105 08/04/17 4 01223--A2 17216098 08/04/17 5 01224--B 17216099 08/04/17 6 01225--C 17216100 08/04/17 7 01226--CGE 17216101 08/04/17 8 01227--DGE 17216102 08/04/17 9 01228--D 17216103 08/04/17 10 01229--EGE 17216083 08/04/17 11 01230--E 17216084 08/04/17 12 01231--E1 17216085 08/04/17 13 01232--VV 17216086 08/04/17 14 01233--V 17216087 08/04/17 15 01234--V1 17216088 08/04/17 16 01235--V2 17216089 08/04/17 17 01236--V3 17216090 08/04/17 18 01237--V4 17216091 08/04/17 19 01238--V5 17216092 08/04/17 20 01239--V6 17216093 08/04/17 21 01240--V7 17216094 08/04/17 22 01241--V8 17216095 08/04/17 23 01242--V9 17216096 08/04/17 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH Iot 12 Hazel -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 ("") 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requi rements. Webs 2x3 HF #2 :M13, M14, M15, M16, M17, M18, M19, M20, M21 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai 1 s or per DL=O.6 psf. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach wi th 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. See DWGS S12015ENC100815 & GBLLETI N1014 for gable wind bracing requi rements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span WARNING: Furnish a copy of this DWG to the installation contractor. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically Special care must be taken during handling, shipping and installation along top edge. DO NOT OVERCUT. No knots or other lumber defects of trusses. See "WARNING" note below. allowed within 12" of notches. Do not notch i n overhang or heel panel. 5X7 16 , 4X8 M17 M14M1!M �1TM1NM19M20 ,21 4X8 T 01. • . % i i ' a ' s c ) a)% a 11-10-3 6 la) a)ga);a , , a; a a a 6 • I I I I I IiiiIIP1111 ; . . . III , I : �/////ilii///lift////illi//i///lift/c///////liftilli i//i////////i////i///i////i///i////////i///i /1/////7//i///i////i///i////i////////////i///i/`i ( 9-0-0 4X8= 1. 5X4(**) III 3X5(A1) -- 3X5(A1) = 1. 5X4(**) III 4X8 1 ----1 1-6-0 23-0-0 I 23-0-0 I 1 46-0-0 Over Continuous Support • R=164 PLF U=21 PLF W=46-0-0 RL=7/-7 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) EO PROF PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. Id ' h �`rS� OR/-/1/-/-/R/ Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!•w READ AND FOLLOW ALL NOTES ON THIS DRAINING! % a° F O 825 N 4th Ave,Cornelius OR 97113 ••INFORTANT" FURNISH THS BRM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y TC LL 25.0 PSF REF R7175- 1220 Trusses requi re extreme care I n fabri call ng, handling, shi ppi n natal 1 i19575 BCSIg, nd and braci s. Refer to and fol 9 TC DL 10.0 PSF DATE 08/04/17 the latest ngi ties of ncti (Building l ars she Safety Ieftempoion, by TPI and WTCA) for)357-2tnoted otherwise. top chord shall have properly attached structural sheatM1i ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI alik BC DL 7.0 PSF DRW CAUSR7175 17216104 Afla�� ' sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I the Joint Details, unless noted°them!se. Refer to drawings 160A-Z for standard plate positions. 0' i4�20 7 I 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 drawl ng, any fel I urs to bul I d the truss I n conformance wi th ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY Installation a bracing of trusses. agg. V Zot�gOe '1.. TOT. LD. 42.0 PSF SEQN- 129429 rAs. A seal on ml sdrawn no or cover page I 1st!09 thl s drawl RR, I ndl eAtss acceptance of professional 0091 neer)no nteal ll ty and use of tnie drawl no for any structure Is d DI Ity solely for the deal shorn. The sal respothe O1•13 WI•N DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond m I l ty of the Bud I dl a9 Oesl finer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this jobs general notes page and these web si tee, ALPINE: www.al pi nei tw.con; TPI. www epi est.org; WIC, www.sbci ndustry.ova I CC. www.I ccsafe.org Renews 6/30/2019 SPACI NG 24.0" J REF- 1 W327175Z 13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - A) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: :T3 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC :B4 2x4 HF SS: DL=0.6 psf. Webs 2x4 HF #2 :W1, W7, W10, W11 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind Ioads and reactions based on MFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. Cal cul ated horizontal deflection i s 0.36" due to I i ve I oad and 0.26" due (a) Continuous I ateral restraint equal I y spaced on member. to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase factor Ioad applied per IBC-15 section 1607. for dead load is 2.00. Cal cul ated verti cal deflection i s 0.65" due to I i ve I oad and 0.94" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X = 34-10-0. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X7 1. 5X4 1u '° 5X7 6X10 T 4X8 T �4X8� 3X5% .•� 3X5 11-10-3 eit......6 W7 (a) ; 10 6 11 3 .� +9-0-0 1 1. 5X4 III 1. 5X4III 4X8= 5X7= 4X8----- B4 4X8(83) = 4X12= 3 4X12(F1) 1-10-1 1-6-0 -5-13 8-0-5 7-5-13 'I` 7 8-7-5 ..J..,_ �s 5511 12 1 5-4-4 5-3-1 5-10-15 -1 23-0-0 J, 23-0-0 24-1-8 10-8-8 11-2-0 46-0-0 Over 2 Supports R=2131 U=304 W=5.5" R=2108 U=300 W=5.5" RL=208/-210 Design Cri t: I BC2015/TPI -2014(STD) :EDPROF PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 00 % �• FS'S+ OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 w`WARNI NGI ww READ AND FOLLON ALL NOTES ON THIS DRAMINGI ? vxGII ek tZ TC LL 25.0 PSF REF R7175 1221 825 N 4th Ave,Cornelius OR 97113 ••IIpORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (� Trusses requl re extreme care i n fabricating, handl i ng, shl ppi ng, i nstal I i ng and braci ng. Refer to and fol I ow 19575 the I atest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety traceices prior ' r TC DL 1 0.0 PSF DATE 08/04/17 to performing these functions. Installers shalI provide temporary bract ng per BCSI. Unless noted otherwise, /1 04111164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid ceiling. Locati ons shown for permanent l ateral restral nt of webs shall have bract ng I natal l ed per BCSI 441111 % BC DL 7.0 PSF DRW CAUSR7175 17216097 ecti ons B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and o All [FI^ l I ' the.oint Befalls, unless noted otherwise. Refer to drawings 160A-Z for sstandard plate positlens 0. 14/20 BC LL 0.0 PSF CA-ENG BFR/GWH �=1 I I V I AI pi ne, a dl vi si on of ITN Bui I tli g Ca ponents Group 1 nc. shat I not be responsi rod, a Por any tlevl ati on from this OREGON drawl ng, anyfol lure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shi ppl ng, AN ITN,COMPANY I nstal I at on R braci ng of trusses. �� v20, TOT. LD. 42.0 PSF SEON- 129410 A seal on this drawl no or cow.page I I sti no phis draw ng, I e i eines acceptance or prettiest on.1 .e,gl newt ng '9R W 19 t'r bI for responel I I ty eel el y r the design shown. The sill tabs I I ty and use of ml s drawl ng for any structure is the 8351 Rovana Circle renponslbinty or the Running Nelphut per ANSIRP1 t sec.z. OL .NV DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see phi s j ob•s general notes page and these web si tee: ALPINE: wwwal pi eel twcow TPU: www.epi net org: WTCA: wwwsbci edustry.corn, ICC: www.i ccsafe.org Renews 6/30/2019 SPDC I NG 24.0" J REF- 1 W327175Z 13 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - Al) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: :T3 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet. : anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC :B4 2x4 HF SS: DL=0.6 psf. Webs 2x4 HF #2 :W1, W7, W10, W11 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. Left canti I ever i s not exposed to wi nd Cal cul ated hori zontal defl ecti on i s 0.35" due to I i ve I oad and 0.26" due to dead load. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total load. Creep increase factor Ioad applied per IBC-15 section 1607. for dead Ioad is 2.00. Cal cul ated verti cal defl ecti on i s 0.65" due to I i ve I oad and 0.94" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X = 34-10-0. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X7= 3X7 1. 5X4 III .` X7�� T 3X7 T 3X5 • 4-....... 6X10 3X5 6 W7Zw(:::...4%* 11-10-3 , 6W10 W11 woo W1 SS0719=64 4X8(63) = 51. 4 III 4X8= 5X7= 4X8= 1. 5X4 1113 — \ 9 0-0 1 4X12-= 4X12(F1) 0-22-0 1-6-0 8-0-5 r 8-0-5 T 7-5-13 7 8-7 5 J�865511 12 5-4-4 5-3-1 5-10-15 -I 23-0-0 Js_ 23-0-0 24-1-8 I 10-8-8 I` 11-2-0 46-0-0 Over 2 Supports R=1987 U=286 W=3.5" R=2110 U=300 W=5.5" RL=198/-192 Design Cri t: I BC2015/TPI -2014(STD) tixEOPROp %PLT TYP.p18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. .• 0 G . `rd's OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss N 4th Avet Cornelius OR 9U71)13 7 2118 ++WARNI NNI w• READ AND FOLLOW ALL NOTES ON THIS DRAWN NGT C9 '� � y TC LL 25.0 PSF REF R7175- 1222 •+I IPORTAHT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLWI NG THE INSTALLERS. 19575 9 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow TC DL 10.0 PSF DATE 08/04/1 7 the latest edi tint of SCSI (Bulldi ng Component Safety Information, by TPI and wrCA) for safety practices prior ' / r. 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 shall have a properly attached ri gitl cel I ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI • /� BC DL 7.0 PSF DRW CAUSR7175 17216105 ,4 L=41 ' I sections B3, B)or 810, as applicable. Apply plates to each face of truss and position as shown above and on 0: 14/20 7 the Joint Betel Is, unless noted otherwise. Refer to drawings 160A,for standard plate positions. OREGON BC LL O.O PSF CA-ENG BFR/GWH I Al pi ne, a di vi si on of I TW Bui I dl ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s drawing, any Tal l ure to b„iId the truss in conformance with ANSI/TPI 1, or for handling, she pp!ng, AN ITW COMPANY I nstal I ati on a brace ng of trusses. A seal on the.draw9R ++•4ot hs TOT. LD. 42.0 PSF SEAN- 129413 y or the d pegs lista ate.p tni s drew nR I nal d use acceptance of professionalosuct rear)ng O respond b1 I 1 ty sol el a Del the deal gn er pe. TSI TPI t1bl I i ty am Nae of this drawing for am attt,btgr,I a the L W W.N DUR. FAC. 1. 15 FROM BB 8351 RBvana Circle rezpdul bl l l ty or t1»Wul I dl ng Owl goer per ANSI TPI 1 Sea.2. Sacramento,CA95828 For more infnrmatipn see thls,ob.s general notes page and these web sites: Renews 6/30/2019 SPACING 24.0" JREF- 1W327175Z13 ALPINE: www.al pi nei iw.can' TPI: www.tpl nst.org'. WiCA: www.sbcl ntlustry.corn; ICG: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - A2) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: :T3 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC :B4 2x4 HF SS: DL=0.6 psf. Webs 2x4 HF #2 :W1, W7, W10, W11 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. Calculated horizontal deflection i s 0.35" due to live load and 0.26" due (a) Conti nuous lateral restrai nt equal I y spaced on member. to dead I oad. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead Ioad i s 2.00. Cal cul ated verti cal defl ecti on i s 0.65" due to I i ve Ioad and 0.94" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead Ioad at X = 34-10-0. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X7= 3X7 1. 5X4 III T ,` 5X7 3X7 T 3X5 :•• 6, 6X10 3X5 - 6 r �1 11-10-3 W7 (a) W10 W11 W lrin W1 I SS0719=B4 `` 9-0-0 1 f3 1. 5X4111 \ 4X8(63) = 1. 5X4 III 4X8= 5X7= 4X8= 3 ` 4X12(F1) 4X12= L1-6-0 I 8-0-5 7-5-13 7-5-13 8-7-5 ___i____6-5-12 g6551112 1 5-4-4 'I` 5-3-1 �I` 5-10-15 -I 23-0-0 --.1— 23-0-0 24-1-8 10-8-8 11-2-0 46-0-0 Over 2 Supports > R=1986 U=286 W=5.5" R=2111 U=300 W=5.5" RL=198/-192 Design Cri t: I BC2015/TPI -2014(STD) ixEOPROFF PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. •. b `roc OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 ``WARNI NGI``READ AND FOLLOW ALL NOTES ON THIS DRAMNGI jig �G •E'' . +825 N 4th Ave,Cornelius OR 97113 "1 upORTANT'• FURNISH THIS DRAet NG TO ALL COMPACTORS INCLUDING 714E INSTALLERS. 19575 • TC L L 2 5.0 PSF REF R7175- 122 3 Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow r TC DL 10.• 0 PSF DATE 08/04/1 7 the latest edition of SCSI (Building Component Safety In£ormafi en, by TPI and'MCA) for safety practices prior / to performing these functi ons 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 rigid cel l I ng. Locati ons shown for permanent lateral restrai nt of webs shat I have braci ng i nstal led per BCSI / BC DL 7.0 PSF DRW CAUSR7175 17216098 ,4 L�)� , secti Des 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0i '14/20 7 l the Joint Deta;ls, unless notelatherwlse. Refer to drawings 16BA-Z for standard plate positions. I Alpine, a tliv;slon of ITw Bulldi,g components Group Ina. sham not be responsime for any de�lauon from thisety praGI BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to bul I the truss in conformance with ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMPANY I metal I ati on&brad ng of trusses. '9 `•n.20,iso° v TOT. LD. 42.0 PSF SEAN- 129416 A seal on thl s drawl ng or cover pegs I I sti eQ thl s drawl ng, I poll utas acceptance of profess)enol enpi near)ng reasons!bll Ity solely for the design sheen. The sul Tobi I I ty and us0 of this drawl ng for any structure Ie the OL 9 N� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle reaaLR1 bl I 1 ty of the Bel I al ng Desi goer per ANSI/TPI t Sec.2. Sacramento,CA 95828 For more;nformati on see thl s J ob•s general notes page and these web s;tee: ALPINE: waw. tw.com, TPI: www t ;net. om Renews 6/30/2019 SPACING 24.0" JREF- 1W327175Z13 a pi mei p erg: wTCA: www.sbci ntlustryc ICC. wow. erg THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH Iot 12 Hazel -- VERIFY VERI FY, OR - B) Top chord 2x4 HF #1&Bet. Ti: 2x4 DF-L #1&Bet. : (**) 1 plate(s) require special positioning. Refer to scaled plate :T3 2x4 HF #2: plot detai I s for special posi ti oni ng requi rements. Bot chord 2x4 HF #2 :B5, B6 2x4 HF SS: Webs 2x4 HF #2 •W1, W12, W13 2x4 HF Std/Stud: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :W6 2x4 DF-L Std/Stud: :W14 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC :Rt Wedge 2x4 HF Std/Stud: DL=0.6 psf. Calculated horizontal deflection is 0.31" due to live load and 0.23" Wind loads and reactions based on MFRS with additional C&C member due to dead Ioad. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. Cal cul ated verti cal defl ecti on i s 0.57" due to I i ve Ioad and 0.82" due to dead Ioad at X = 39-0-0. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 1. 5X4 III 6X8= 3X7. 3X50 _ 3X5�� T 3X7 T3 3X5% 63X5(**) s • a) 6 r I / \,......••••••2--".'",.......vo '(a) a)�a) W1 W136X8(R) * 11-10-3 a) .a. 4X12(F1) W1 W6 1 4X8(63) = 1. 5X4 III 4X8= 8X8= 8X8= — a51 B6 `� 9-0-0 1 5X10— 3X5= 2X4 III SSO719= 1-6-0 2X4 III I_ 8-0-5 J� 7-5-13 7-5-13 q_1 8_ 2 10-0 6-8-4 J_ 7-0-0 f 8-0-5 '1 7-5-13 7-5-13 -11-8�I-4- -1- 13-6-8 23-0-0 __ 23-0-0 26-11-8 I2-4-83_I_ _-1_$1` 6-6-8 I_ 7-0-0 46-0-0 Over 2 Supports R=1985 U=285 W=5.5" R=2109 U=300 W=5.5" RL=198/-192 Design Cri t: 1 BC2015/TPI-2014(STD) • p PROF PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 0 A .s Jr r1GFtl`�FSS,'OOR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI•.READ AND FOLLOW ALL NOTES ON THIS DRAVANGI TC LL 25 5 .0 PSF �N n A REF R7175- 1224 825 N 4th Ave,Cornelius OR 97113 ••I'PORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 Y Trusses requl re extreme care I n fabricating, handl Ing, sill ppi ng, I nstal I I ng and bract ng. Refer to and Vol I ow 19575 the latest edit,on of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior TC DL 1 0.0 PSF DATE 08/04/17 t. to Performing these funcil ons. Installers shall Provide temporary bracing Per RCS!. Unless noted oiherwi se, ,Ailiktop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gitl calling. Locations shown for permanent lateral restraint of webs shall have bracing Instal l etl per BCSI All ,1 `O sections R3, e)or 810, as applicable Apply plates to each face of truss and position as shown above and un �/ BC DL 7.0 PSF DRW CAUSR7175 17216099 All o Ithe ine Betel ivisi uof IT noted otherwise. Refer to Inc.drasngs I no_Z for standard plate position= 0: 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a division of ITN BUIlding Components Group Inc. shall not be responsible for any devlatlon from this OREGON drawing, any fat lure to build the truss In conformance with ANSI/TPI 1, or for handling, Shipping, /1 AN IrweoMPANY installation s bracing of trusses. V� TOT. LD. 42.0 PSF SEON- 129424 . A seal on this drawl rig or cover page I I stl ng tills drawl ng, I ndl cotes acceptance of profess'ons' en91 Merl n9 -740 V.A. j 9� r responsi all l ty solely for the design shown. The scot Labilty and use of this drawl ng for any structure Is the Z�r �• 8351 Rovana Circle ponsln"' of the Real ldlag Designer per AI+SI.TPi 1 500.2. OLD W. OUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more infermati on see this job's general notes page and these web sl Res: SPACI NG 24.0" JREF- 1W327175Z13 ALPINE: www.al pi Rei tw.corn; TPI: www.tpi nst.org; WrcA: www.sbcl ndustry.corn; ICC. www.iccsafe.org Renew/se/30/2019 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #1&Bet. :T1 2x4 DF-L #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 HF #2: anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Bot chord 2x4 HF #2 :B3, B4 2x4 HF SS: DL=0.6 psf. Webs 2x4 HF #2 :W1, W8 2x4 HF Std/Stud: :W9 2x4 DF-L #2: Wind loads and reactions based on MWFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. Cal cul ated hori zontal deft ecti on i s 0.30" due to I i ve I oad and 0.22" due (a) Conti nuous I ateral restrai nt equal I y spaced on member. to dead I oad. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead Ioad is 2.00. Calculated vertical deflection is 0.56" due to Iive Ioad and 0.81" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead Ioad at X = 39-0-0. Speci al care must be taken during handl i ng, shipping and i nstal I ati on of trusses. See "WARNING" note below. 5X7 3X5 4X5 3X7,-> T 3X7;......../ ....' 61. 5X4 III 6 r AI`6X8(R) o/ 11-10-3 ®� (a9�,� 4X8(63) = 1. 5X4 III 3X5= 4X8= 5X12= 63 aDi 3 84 +9-0-0 1 SS0719= 4X12(F1) 4X8= 1-6-0 e 8-0-5 7-5-13 7-5-13 4-8-12 4-7-0 6-8-4 7-0-0 8-0-5 7-5-13 7-5-13 9-5-8 13-6-8 23-0-0 J, 23-0-0 _ 32-5-8 I_ 6-6-8 -I - 7-0-0 46-0-0 Over 2 Supports R=1985 U=286 W=5.5" R=2109 U=300 W=5.5" RL=198/-192 Design Cri t: I BC2015/TPI -2014(STD) , p PROF PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 0.• ac V FSS, OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,ww READ AND FOLLOR ALL NOTES ON THIS DRAWINGI REF R7175- 1225 — 825 N 4th Ave,Cornelius OR 97113 "IIWORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /may I1G GINE" 0, OZ TC LL 25.0 PSF Trusses regal re extreme care I n fabricating, handling, shi ppi ng, I nstal l 1,g and bracing. Refer to and fol l ow V 185576 the latest edition of BCSI (BuiIding Component Safety I nformati on, by TPI and'MCA) for safety practices pri or r TC DL 1 0.0 PSF DATE 08/04/17 t. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, A. I top chord shal I 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 restraint of webs shall have bracing I natal I ed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17216100 ,4 �� 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 drawings 160A-Z for standard plate positions 0: X4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH Al pl ne, a d1 vi si on of I TW But I di ng Components Group Inc. shat I not be responsi bl a for any devi at1 on from thi s drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handlIng, shipping, G) OREGON AN ITW COMPANY Installation A bracing of trusses. Y� TOT. LD. 42.0 PSF HON- 129426 . A seal on this drawl ng or Cover peps I I stn ng thl s drawl ng, I ndi utas acceptance of profess)anal enpl,teen rap 9 P.20,10 responsi hi I I ty sol el y for the deal gra slaw,. Tice sal tabs I I ty and use of this drawl ng for any structure I s the 8351 Revana Circle responsl bill ty of the Rai l ding Des!goer per MSI/TN1 sea.2. -.OLD W r - DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nforewti see thin jobs general notes page and these web si tea: SPACI NG 24.0" JREF- 1W327175Z13 ALPI NE: www.al pi mei tw.can; TPIel: www.tpi nst.org; OTCA: ewe sbcl ntlustry.cam: ICC: www.iccsafe.org Renews 8/3082018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Windwood AH Iot 12 Hazel -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :M13, M14, M15, M16, M17, M18, M19, M20, M21 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Provi de I ateral wi nd bracing per I TWBCG wi nd braci ng details or per DL=0.6 psf. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed to support 1-6-0 top chord outlooker span and cladding I oad not to exceed 5 PSF one face, and 24" span WARNING: Furni sh a copy of thi s DWG to the i nstal I ati on contractor. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically Special care must be taken during handling, shipping and installation al ong top edge. DO NOT OVERCUT. No knots or other I umber defects of trusses. See "WARNING" note bel ow. allowed within 12" of notches. Do not notch in overhang or heel panel. 5X7 M16 M17 M18 T 3X715 6 ,_M-1,. .001i1P 5 5 5 I 1% "1. 3X7 -- ,i '.4!' .. Ia ?a)%a)'a)!a)%; a5(a,. a a 11-10-3 la) ), a555555555 6 555555555 HI IIIIIIIIIIIIII ! . LIIIL eiiiiimiiimiiiaaiiiiin//iiiiiaiiiiai77//iil)iiiiiiiiiii7///////iiiiiiiiii/iii/lir I iyy // i7/7i17/i1/77/7//1/i////77/.///;/////// 9-0-0 1 3X5(A1) = 4X8= 1. 5X4( *) III 3X5(A1) 1. 5X4(**) III 4X8= 1-6-0 —=— I, 23-0-0 23-0-0 -J 1 46-0-0 Over Continuous Support R=159 PLF U=19 PLF W=46-0-0 RL=7/-6 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) i PR.p S AN PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0., S OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-:.118 `*WARNI NGI w•READ D FOLLOW'ALL NOTES ON THIS DRAWN RGI V aG I N �.� 2 REF R7175- 1226 825 N 4th Ave,Comelius OR 97113 "11PONTANr'• FU NI SH THIS DRAIN NG TO ALL CONTRACTORS I NCLw1 NG THE INSTALLERS. /� F 0 TC LL 2 5.O PSF Trusses require extreme care in fabricating, handling, shl ppi ng, Installing and brad no. Refer to and follow 19575 9 TC DL 1 0.0 PSF DATE 08/04/17 the latest edi tl on of BCSI (Bull ding Component safety I nformati on, by Tel and MICA) for safety practi ces pri or , to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, T top chord shal I have properly attached structural sheathing and bottom chord shal I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17216101 rigid cel l l ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI' ,/ , ,4 �) sections 63, B7 or B10, as applicable. Apply plates to each face of truss and puss tl on as shown above and on I the Joint Beta!I s, and ass noted otherwise. Refer to drawings 160A-Z for standard plate pose ti Ons. 0: 4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a dl vl sl on of ITW Sul I ding Components Group Inc. shall not be responsible for any devl ati on from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, /\ v OREGON a AN ITWCOMPANY installation brad ng of trusses. Ys TOT. LD. 42.0 PSF SEQN- 129433 A seal on thl s drawl ng or cover peps I Intl rip th1 s drawl rip, I ndl cotes acceptance of profsssl oriel wegi neer!rip 1t'+n.yO,vie respond bill ty solely for the deet on shown. The eel tab!II ty and use of ems drawl ng for any structure Is the R��p N�i OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the Bull dl no Designer per ANSI/TPI 1 See.2. • Sacramento,CA 95828 For more information see thl s job's general notes page and these web liens: SPACING 24.0" JREF- 1W327175Z13 ALPINE: www.al pineltw.con; TPI: www.tpiest.erg, MICA: wow.sbcindustry.com. ICC: ewe Iccsafe.erg Renews 8/90/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH lot 12 Hazel -- VERIFY VERI FY, 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 in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 :M7 2x4 HF #2: DL=0.6 psf. Truss desi gned to support 1-6-0 top chord outl ookers and cladding load Wi nd I oads and reactions based on MWFRS wi th 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 I umber defects allowed within 12" of notches. Provide lateral wi nd braci ng per I TWBCG wi nd 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 S12015ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) a 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase 4X5= factor for dead I oad i s 2.00. a Ill 8-8-13 10 ' 1 II, 7 10 I " : r 9-0-0 2X4(B1) = 2X4(B1) 1-2-0 1-2-0 10-0-0 I 10-0-0 I Fc 20-0-0 Over Continuous Support R=169 PLF U=20 PLF W=20-0-0 RL=13/-13 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) OPROp PLT TYP. Wave FT/RT=2%(08/8)/4(0) 16.01. 00 ,5 FSS OR/-/1/-/-/R/- Scale =. 25"/Ft. **WARM waw READ AND FOLLOW ALL NOTES ON THIS DRAWING! 9 N �.� 1 TC LL 25.0 PSF REF R7175- 1227 Truss Components of Oregon 9711 57-«l 18 F V 825 N 4[h Ave,Cornelius OR 97113 "I IroRrurt•• FURNISH THI s DRAM NG To ALL CONTRACTORS I NCLge1 NG THE 1 NBTALLERS. (� Trusses regal re extreme care In fabrlcat!ng, handling, shipping, Installlog and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior , rTC DL 1 0.0 PSF DATE 08/04/17 to performing these fundi ons. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwl se, /I top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d ce!I!ng. Laced ons shown for permanent I ateral restrai nt of webs shat I have bracing!nstal I ed per SCSI alli O: 14/20 7 BC DL 7.0 PSF DRW CAUSR7175 17216102 ,4 LJO�� sections BB, B7 or 1310, as applicable. Apply plates to each face of truss and puss tI on as shown above and on J I Dint Boron s. s, unless noted otherwise. Refer to drawings 160A-Z for standard plate positionthe_, BC LL 0.0 PSF CA-ENG BFR/GWH I AI pi ne, a di vi si on of 1 TW Bui I dI ng Components Group 1 nc. shal I not be responsl bl a for any devi ati on from thl s OREGON J drawl ng, any fall ore to build the truss In conformance with ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITwCOMPANY II tresses. TOT. LD. 42.0 PSF SEAN- 129436 . A seal on this drawl ng or cover paps I I stl ng mi s drew!ngI ndl cartes acceptance of profess!onsi engi near]ng 9 yIn.20,19 responsl bill ty sol Ni y for the design shown. The s01 tab'I I cartesty and use of to,s drawl ng for any structure I s the -OC N� DU R. FAC. 1. 15 FROM BB 8351 Rowena Circle responsl bi I I ty of the 0u1 I ding Desi goer per ANSI/1PI 1 Sec.2. Sacramento,CA 95828 For more I nfermatl on see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W327175Z13 ALPINE: waw.al pi nel to.con; TPI: waw.tpi nst.org; WTCA: www.sbcl ndustry.coo; ICC: www.i ccsafe.org Renews 6/30/2019 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reacti ons based on MWFRS wi th additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 hX4 T 1. 5X4$ Ii, 8-8-13 to -1 10 ►� - .. 4_9-0-0 _L 3X5= 3X5. - 3X5 X5=3X5(B1) = 3X5(B1) 1-2-0 1-2-0 f I� 5-1-15 6-9-5 j 4-10-1 J, 6-5-6 4-10-1 M 6-95:51-15_L � 10-0-0 I 10-0-0 20-0-0 Over 2 Supports R=995 U=123 W=3.5" R=995 U=123 W=3.5" RL=176/-176 Design Cri t: I BC2015/TPI -2014(STD) pPROF PLT TYP. Wave FT/RT=2%(0%D)/4(0) 16.01. to . E - FSS, OR/-/1/-/-/R/- Scale =. 2511/Ft. Truss Components of Oregon (503)357-2118 ""WARNI NGI""READ AND FOLLOW ALL NOTES ON THIS DRAM NGI ��9 G INE. fO REF R7175- 1228 825 N 4th Ave,Comelius OR 97113 •"1 NpoRTANr"" FURPN SH TNI S DRAM NG TO ALL COMPACTORS I NELMS NG THE INSTALLERS. F10 2 TC LL 25.0 PSF Trusses regal re extreme care i n fabrl cati ng, handl 1 ng, shi ppl ng, installing and bracing. Refer to and follow the Iatest edition of SCSI (Building Component Safety I nformati on, by TPI and RICA) for safety practices prior , r BC DL 7.0 PSF TC DL 1 0.0 PSF DATE 08/04/17 to performing these functl ons. Installers shall prowl de temporary bract ng per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cel I I ng. Locati ons shown for permanent lateral restral nt of webs shat I have bract ng Installed per BCSI e- j DRW CAUSR7175 17216103 ,4 O�� I ' se tions 83, 87 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on the Joint Octan s, unless noted otherwise. Refer to drawings 160A-Z for standard plate pod trona. o: 14 20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Al pine, a di vi sl on of I TW Bui I di ng Components Group Inc. sM1al l not be responsi bl a For any tlevl atl on from thi s OREGON drawing, anyfailure to build the truss In conformance with AN51/TPI 1, or for handl ing, shipping, SEAN- 129438 AN 17v W COMPANY i natal I atl on a brae)ng of tresses. TOT. LD. 42.0 PSF A seal on this drawl ng or cover page I I stl ng title drawl ngI nil eaten acceptance of protocol anal enpi neer)ng �A V*A.20,19e ,c,:4, _ _ respond shown,bi l I ty sol el y for the deli gn sho , The sal taa I I ty and use of title drawl ng for any structure I s the �TO�D W. �V DU R. FAC. 1. 15 FROM B B 8351 Rovana Circle respond NI Il ty of the pull dl ng Designer per ANSI/1PI 1 See.z. Sacramento,CA 95828 For more Information see this jobs general notes page and these web site=: SPACING 24.0" JREF- 1W327175Z13 ALPINE: wwac al pi nal tw.cone TPI: www.tpi nst.aro; WTCA; www.sbcl ndustry.come ICC: www.I ccsafe.org Renews 8/30/1019 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - EGE) Top chord 2x4 DF-L 2400f-2.OE :T3, T5 2x6 HF #2: :T4 2x4 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #2: plot details for special positioning requirements. Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: :W2, W3 2x4 DF-L #2: 120 mph wind, 15. 16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Provi de I ateral wi nd bracing per I TWBCG wi nd braci ng details or per DL=0.6 psf. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabul ated for 2X4 studs of the same grade. Wind loads and reacti ons based on MWFRS wi th additional C&C member desi gn. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind braci ng requi rements. Truss designed to support 1-6-0 top chord outlookers and 5 PSF cladding on one face in area (0) only, and 24" span on opposite Bottom chord checked for 10.00 psf non-concurrent bottom chord live face. Top chord may be notched 1.5" deep X 3.5" periodically along load applied per IBC-15 section 1607. top edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. + Provi de I ateral bracing for inset chord. Attach nai I er 5X10(R1) /// at edge of I ower roof di aphragm, or use purlins at 24" oc. T (S) Add 2x6 x 12-0-0 HF #2 scab to be attached to one face ,1 —1 10 of top chord wi th 10d (0.128"X3.0") nai I s at 6" o.c. ii` 11: T4 Top edge of scab should be 1.5" below the existing top edge ♦of the top chord. �3X5�i II 3X5o� �� 111 ''' T5 12-10-13 .4i4 ��I I ♦♦ 1. 5X4(**) AP' )♦♦i♦ 10 F 1N3♦I♦♦ l ♦♦i ♦i ;i.�� Q 3X5 fll (a) ♦♦i W 1° #, : .., I'_ \ 0 9-0-0 1 '0308 3X5= 3X5 s2 3X5(JB1) = 19-7-11 -1 4X5(B1) 12-0 1-2-0 ` _ 10-0-0 -J< 20-0-0 >-- 7-7-15 J,2-7-4 12-0-14 0-4_ J, 7-7-15 10-3-3 9-4-8 -5 0-2-4 10-4-5 0-0-11 1-5-4 R=1012 U=135 W=3.5" 2-2-7°- -2 0- 6-12 RL=381/-381 10-3-3 4-8-13 I 3-7- 8-11-0 30-0-0 Over 3 Supports Note: Al I Plates Are 1. 5X4 Except As Shown. R=2433 U=226 W=3.5" R=1800 U=208 W=3.5" Desi gn Cri t: I BC2015/TPI -2014(STD) t 074 PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 17.01. 0d i •. .F 61ST OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI^READ AND FOLLOW ALL NOTES ON THIS DRAM NG! C\ 0` Z' 0y TC LL 25.0 PSF REF R7175 1229 h 1 FORM SH 7HI s DRAM NG TO ALL CONTRACTORS 1 NCLUDI NG THE I NSTALLERs. 4 825 N 4t Ave,Cornelius OR 97 13 Trusses I rel�treeme•re I n fabrl can n handl I n shi 19575 9 regu g Component Safety g, aping, Installing and;racing. Beyer to and fP�o TC DL 1 0.0 PSF DATE 08/04/1 7 tM1e latest edition of Bcti (B. Idi ns Com t IproInformation, by TPI and aBCA for safety practices t %, to performing these functions. Installers shall provi de temporary bracing per BC51. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / ri gl d cel 1 I ng. Loco.ons shown for permanent I ateral restrai nt of webs shat I have bract ng i neral I ed per Bcsl / / BC DL 7.0 PSF DRW CAUSR71 75 17216083 All I Jfl N ; sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on l'4/2O 7 the Joint Derails, unless noted otherwise. Refer to drawings,6DA-Zfar standard plate ppaitiena. BC LL 0.0 PSF CA-ENG BFR/GWH ( ' AI pi ne, a di vi sI on of I TW Bui I di rg Components Group 1 nc. shat I not bef responsi rod, a for any devi ants; on from this OREGON drawl ng, any failure to but I the truss In conformance WI th ANSI/TPI 1, or for handl Ing, shipping, AN ITWCOMPANY installation&bracing of trusses. .9 Y9n'1S� y TOT. LD. 42.0 PSF SEAN- 16977 REV A seal on MIs drawl rag or cover page I I sting MIs growl ng, I MI Utes acceptance of profess'anal snpl neer)ng — responsl Di l l ty sol el y for the des'gn shown. The sul tabl I I ty and use of thl s drawl ng for any structure I s the OL D v4.0`" OUR, FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the e el I di ng Deal peer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Infotian see tM1is,nb s general notes page and<c web sites: Renews 8/30/2019 SPACI NG 24.0" JREF- 1W327175Z13 ALPINE: www.al pi nal tw. : TPI: www.ta i net.org,general sbci ndustry. ICC: www.accsafe.org I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH lot 12 Hazel -- VERIFY VERI FY, OR - E) Top chord 2x4 HF #1&Bet. :T2, T3 2x4 HF #2: 120 mph wind, 15. 16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=0.6 psf. (a) #3 or better scab rei nforcement. Same si ze & 80% length of web Wi nd loads and reacti ons based on MWFRS wi th additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) c 6" OC. design. 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. 4X5(R) III 7- 3X5% T2 % ♦♦i ♦i 1. 5X4�� = ♦♦i♦♦♦♦ 3X5 ♦ 1. 5X4//, o W3 ♦♦♦ ♦i (a) (a)♦♦♦♦ 12-10-13 10 i ♦j♦ 10 . ♦I i IIllIIG •• IKI) 9-0-0 1 3X5= 3X5= 3X5-- Y 3X5(81) = 3X5(B1) 1-2-0_ - -2 O 10-0-0 >l< 20-0-0 —_1-2 1-2-0 I_ 7-7-15 7-4-1 _I_ 7-4-1_ J_ 7-7-15 I' 10-1-5 � 9-9-6 I� 10-1-5 '1 I, 15-0-0 ,I, 15-0-0 J 30-0-0 Over 3 Supports R=655 U=82 W=3.5" R=1214 U=150 W=3.5" R=1038 U=132 W=3.5" RL=249/-249 Design Cri t: I BC2015/TPI -2014(STD) Eo PROFF PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. .e ' `rip OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! C9 !16 1�•EIC f , TC LL 25.0 PSF REF R7175- 1230 825 N 4t Ave,Cornelius OR 97113 '•I YPOIirAMr•` FURNISH TM s DRAWING To ALL CONTRACTORS 1 NCLIIDI NG THE I xsrALt.Pxs. 19575 Trusses regul re extreme care Component Safety Information, by TPI and WTCA) far safety are In fabrl call ng, handl ing, shl pal ng, Installing and bracing. Refer to and follow the latest edition of BCSIpractices prior ' Adif.. TC DL 10.0 PSF DATE 08/04/17 to Performa n9 these functl ons. Installers shall Provide temporary bracing Per BC51. Unless noted OtM1erwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! all BC DL 7.0 PSF DRW CAUSR71 75 17216084 1 sections B3, Ba or 610, as applicable. Apply plates to each face of truss and position as shown above and on 14/20 7 ,4 �� I the Jai nt Detal Is, unless noted otherwise. Refer to drawl Cgs 160A-Z for standard plate post tl ons. I Alpine, a division of ITV Building Components Group Inc. shall not be responsible far any deviation from this 0 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any fall ure to bul ld the truss In conformance vel th AN51/TPI 1, or for handl l ng, 551 ppi ng, veei AN ITW COMPANY Instal 1 atl on R bract ng of trusses. A seal on tet s drawl ng or lover peg.I I sting MIs drawl ng, I ndl castes acceptance of professional enAl neer)ng 9 V°" �0.19� or0 SEON- 129441 respond bl n ty eel ely for the des!on sheat). The sill tabs I ty and use of MIs drawl no for any structure Ie the �O( • .N� OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responslbll Ity of the Elul Id!ng Designer per ANSI/TPI 1 Sec.2. • Sacramento,CA 95828 For more I nformatl on see thl s j ob•s general notes page and these web si tee: ALP!NE: www.al pi nettw.cony TPI: www.tpinet.org; MTCA: www.sbcindustry.corn: ICC: www.1ccsafe.org Renews 6/30/2019 SPACI NG 24.0" J REF- 1 W32 7 1 7 5Z 1 3 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -WI ndwood AH lot 12 Hazel -- VERIFY VERI FY, OR - El) Top chord 2x4 HF #2 120 mph wi nd, 15. 16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF #2 :W2, W3, W5, W9 2x4 HF Std/Stud: DL=0.6 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Lateral I y brace bottom chord above filler wi th purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead load is 2.00. 6X6(R) III 1. 5X4 111 3X5�i 3X5 3X5 12-10-13 1010 1. 5X4 III A.0_89 1C6X W5 rin _. +9-0-0 1 W3 3X7= 1. 5X4 111 , 3X5(61) = 3X3= 1. 5X4111 3X5(B1) 1. 5X4 III 2X4 III 3X5 1-2-0; 9-10-0 20 2-0 -1`210 3-0 0 5-0-0 6-4-8 1 1-b 5-110 I 7-4-1 7-7-15 15-0-0 15-0-0 3-10-0 5-0-0 1-1-p 20-1-0 k 30-0-0 Over 3 Supports R=392 U=75 W=5.5" R=975 U=117 W=3.5" RL=249/-249 R=1581 U=194 W=5.5" Desi gn Cri t: I BC2015/TPI -2014(STD) :EO PROF PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. to % P Ess OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss 825 ND4th Components Comehg OR 9071137 9118 **WARN!NGI w'READ AND NG TON ALL NOTES ON THIS pNNING! O\ 't EFA �Z TC LL 25.0 PSF REF R7175- 1231 'wl YPOIifANf* FUMlI SH TNI S f AND NG TO ALL CONTRACTORS T I NCLIAI NG THE INSTALLERS. 9575 Trusses requl re extreme care In fabri call ng, handling, shi ppl ng, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA, fur safety practices prior • Si, TC DL 1 0.0 PSF DATE 08/04/17 to performing these functions. Installers shat I provide temporary bracing per BCSI. Unless noted otherwise, _ ddilit [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ice.: BC DL 7.0 PSF DRW CAUSR7175 17216085 .411 sections 83, 87 or Bio, as applicable Apply plates to each face of truss and position as shown above and on 0: 1420 7 P1 N I the_hal nt Detal ls, unless noted otherwl se. Refer to drawings 160A-Z for standard plate post tl ons. I Alpine, a division of ITW Building Components,roup Inc. shall not be responsible for any deviation from,this OREGON v BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, SEAN— 1 29450 AN ITW COMPANY i metal I ati on a braci ng of tresses. w9 .. 20, TOT. LD. 42.0 PSF . A seal on tills drawl ng or Cover page I I Sting thI s drawl rip I ndl cotes aoeeptanco of profess,oriel alp,neer1 rip R 0' 96 responsi bi I 1 ty sol el y for the des,gn shown. The eel tebl 1 I ty and one of till s draw ng for am structure I s the QL i .O DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the Bull ding Best gner par ANSI/TPI 1 Soc.2. Sacramento,CA 95828 For more i nformatl on see thl s job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W327175Z13 ALPINE: ewe al pi mel tw.con: TPI: www.tpi nst.org: WTCA: www.sbci ndustry.con, ICC. www.I ccsafe.org Renews 0/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - VV) Top chord 2x4 HF #2 120 mph wind, 16.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 2X4 III • 1. 5X4 III 1. 5X4 HI 11-11-15 10 1. 5X4 III 0-0-4 ,� +9-10-14 _L 2X4(D8R) % 1. 5X4 III 1. 5X4 III 2X4 III 1. 5X4 III I'2-4-74 —4-0-0 — 4-0-0_ 3-10-4 2 14-4-7 Over Continuous Support R=45 PLF U=6 PLF W=14-4-7 RL=7/-3 PLF • Design Cri t: I BC2015/TPI -2014(STD) .0 PROp PLT TYP. Wave FT/RT=2D%(O%)/4(0) 16.01. 0 A %• F S'S+ OR/-/1/-/-/R/- Scale =. 1875"/Ft. 1 Truss Components of Ore on 503 357-2118 e'WARNI NGI cow READ AND FDLLOR ALL NOTES ON THIS DRAM NGI �iG nC TC LL 25.0 PSF 825 N 4th Ave,Comelws OR 9713 ttI RPORTAN t• FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NCLUDI NG THE INSTALLERS. 41 �y REF R7175- 12 32 Trusses extreme care I n fabrl toting, handl i ng, shl19575 require g, ati ng, installing and bracing. Refer ac and follow the latest edition of BCSI (Building Component Safety Information, by TPI and wrcA) for safety practices prier • r TC DL 1 0.0 PSF DATE 08/04/17 A to Performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted oiherwi son ,1�h top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,A1164, rigid ceiling Locations hewn for permanent lateral restraint of webs shall have bracing Installed per BCSI i1 BC DL 7.0 PSF DRW CAUSR7175 17216086 L��O sect)ons B3, B)or B10, as applicable. Apply plates to each face u£truss and post tl on as shown above and O; 14/20 7 the Joint 3, Et7 s, Bnl ess noted otherwi se. Refer es to each ace of far standard l ate shown. All ga p p°� BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a.,:lesion of ITw Building Canponents Group Inc. shall not bef responsible for any deviation from this OREGON drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR4NY Installation R bracing of tresses. ,er ., .11 TOT. LD, 42.0 PSF SEAN- 129455 A seal on thin drawl ng or cover ssal 11 stn ng this drawl mg I nal cotes eceeptenoe of professional enpl nearing 4) ,n 20,10 �� respond Pi I I ty eel el y for the deign shown. The l Sabi II ty and use of this drawing for any structure Is the t i OUR. FAC. 1. 15 FROM BB 8351 Rovaou Circle respond bill By of the Bull ding Deal goer per MSI/TPI 1 See.2. Sacramento,CA 95828 For more I nformati on see thi s 1 ob.s general notes page and these web sites: ALPINE: 0010.al p1 owl to con: TPI: was.tpinsterg; WTCA: www.sbcledustry.con, ICC: Row.1ccsafeorg ReneweOl30/2019 SPACING 24.0" JREF- 1W327175Z13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - V) Top chord 2x4 HF #2 120 mph wind, 16.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead Ioad is 2.00. 2X4 III I 1. 5X4 III / 1. 5X4 III • 10-11-15 10 p i 0-0-4 ' `,, 10-10-14 _L 2X4(D8R) % 1. 5X4 III 1. 5X4 III 2X4 III I< 5-2-1 >I< 4-0-03-10-4�r2 I< 13-2-1 Over Continuous Support 3 R=45 PLF U=6 PLF W=13-2-1 RL=7/-3 PLF Design Cri t: I BC2015/TPI -2014(STD) Fteo PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. to 4 G j E.4.SS�O OR/-/1/-/-/R/- Scale =. 25"/Ft. 7 **WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM NGI Aft 9 TC LL 25.0 PSF REF R7175- 1233 Truss Components of Oregon (503)357-.118 C7� 825 N 4th Ave,Cornelius OR 97113 •wl YPORTANT*• FUR",SH'THIS DRAWING'°ALL CONTRACTORS INCLUDING x0 THE INSTALLERS. 19575 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow • TC DL 10.0 PSF DATE 08/04/17 One latest etll 01 on of BCSI (Builtli ng Component Safety Information, by TPI and'MCA) for safety practices prior .„,;0r to Performing these functions. installers shall provide temporary bracing per BCS1. Unless noted otherwise, Ahli fop chord shall have properly attached structural sheathing and bottom chord sha l I have a properly attached �- ' BC DL 7.0 PSF DRW CAUSR7175 17216087 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per°CSI Tj sections 03, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0t 14/20 7 ,4 LF)� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. BC LL O.0 PSF CA-ENG BFR/GWH I AI pine, a dl vision of ITW BulIdIng Components Group Inc. shall not be respond bla for any deviation from this OREGON drawing, any£allure to build the truss In conformance al th ANSI/WI 1, or for handling, shlppi ng, AN ITW COMPANY I nstal I ati on 0 braci ng of trusses. 9A4"44n,20,490 t'r TOT. LD. 42.0 PSF SEAN- 129457 A anal on I s drew np or=ZIT I I ate np tnl s al tol np, I MI ntss of tRI O dr or proteid onel inti nsarl np OL O vv.�V respond b1 I I ty.01010 Dol din dDe pn erOpe The sol t1bl 1 ty aM use of tnl s drew np Tor airy structure i s the OUR.FAC. 1. 15 FROM BB 8351 Rovana Circle rasponsl Id I I tY of the&11 I dl ng Desi poet per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this;ob. general notes page and these web sires: Renews 6/90/2019 SPACING 24.0" JREF- 1W327175Z13 ALPINE: wax.al pi mel tw.con; TPI: www.tpi nit.ore: WTCA: www.sbcindustry.con: ICC. www.i ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - V1) Top chord 2x4 HF #2 120 mph wind, 17.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd loads 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 Ioad applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 2X4 III 1. 5X4 III 1. 5X4 III • 9-11-15 10 p i 0-0-4 . A1 + 11-10-14 _L 2X4(D8R) 1. 5X4 III 1. 5X4 III 2X4 III H-3-11-10 ± 4-0-0 + 3-10-4 1'Ti112 H 11-11-10 Over Continuous Support-h R=45 PLF U=6 PLF W=11-11-10 RL=7/-3 PLF Design Cri t: I BC2015/TPI -2014(STD) cis°PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 1 1 b G r f `p%,O OR/-/1/-/-/R/- Scale =. 25“/Ft. Truss Components of Oregon (503)357-2118 **WARNING!••READ ANFOLLOA'ALL NOTES DN THIS DRANINGI O a X41 1. TC LL 25.0 PSF REF R7175- 1234 825 N 4th Ave,Cornelius OR 97113 ••I NPONTANT” FuxNl SH TMI s main NG TO ALL CONTRACTORS I NCLAIDI NG THE I NSTALLEas. 19575 Trusses requl re extreme care In fabrl cat!ng, handl Ing, shl ppi ng, Installing and bracing. Refer to and follow the latest edition of SCSI (Bei!di ng Component Safety Information, by TPI and WTCA) for safety practices prior t % TC DL 1 0.0 PSF DATE 08/04/1 7 to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached all : BC DL 7.0 PSF rl gl d cei I i ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have bract ng instal I ed per SCSI DRW CAUSR7175 17216088 ,4 �O` I 1 sections 83, 87 or 810, as appl i cabl e. Apply plates to each face of truss and position as shown above and on 14/20 II J I the Joint Details, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITV Bui l di ng Components Group Inc. shall not be responsible for any des,'ati on from this drawl ng, any fall ure to bul ld the truss In conformance with ANSI/TPI 1, or for handl l ng, shl ppi ng, AN ITW COMPANY I nstal I ati on a bract ng of trusses. 'IA In.20,00 i TOT. LD. 42.0 PSF SEAN- 129459 ft.:" seal on the:reel ng or'X.7:-.1::.°12V,ng MI s ort np 1 ne deet a o''ZiP, ndr or proresc oral orpl neerl ni respects'ft I I ty Col tl a Tor to . NSe/TPI t1bl I i 2 end use or tel s ararl ng rpr uyr strucwra 1 s the O�0 w.‘10" DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rasporesl M 11 ty of the Sul I:I ng mesl goer per ANSI/TP1 Sec.2. Sacramento,CA 95828 For more I nformati on see this j ob•s general notes page and these web sites; ALPI NE: www.al pi mel tw.cony TPI: www.epi est.erg; WTCA: www.sbel ndustry.con; I CC. www.i ccsafe.org Renews 8/30I2019 SPACING 24.0" J REF- 1 W327175Z 13 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - V2) Top chord 2x4 HF #2 120 mph wind, 17.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. See DWG VAL160101014 for valley details. 4X5 NB l 8-11-15 10 �i �A 0-0-4 _ 11111 -110 il66.. . 0-0-4 -- lh- , a �� ' © 12-10-14 ' 2X4(D8R) F- 5X5= 2X4(D8R) I-<-2-9-4 >I< 4-0-0 + 4-0-0 T 4-0-0 >I< 4-0-0 >f< 2-9-4------H 10-9-4 I 10-9-4 21-6-7 Over Continuous Support >1 R=90 PLF U=13 PLF W=21-6-7 RL=7/-7 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. p PRO PLT TYP. Wave Design Cri t: I B T/RT 2°P IO°/B O/4 (STD) 1 b.01. �seFstrcP ( ) ( ) dG j fF i0 OR/-/1/-/-/R/- Scale =. 3125"/Ft. •.. F RNI H REAHIS AND FOLLOW ALL NOTES ON THIS LUDI,NB! (�` � Zy TC LL 25.0 PSF REF R7175- 1235 Truss Components of Oregon (503)357-1118 „I � FURNISH THIS ONA11 NG To ALL CONTRACTORS I NCL1A1 xD THE I xsrALLegs. 825 N 4th Ave,Cornelius OR 971113 19575 TrIates redl tl o extreme BCS p(re in ngbConen ng, Safel I ty I shipping, iysTRI l and and) for ng. Refer atoc and Pen ow r TC DL 10.0 PSF DATE 08/04/17 tM1e latest edl tl on of BCCI (Bull di ng Component Safety Information, by TPI and'MCA) for safety practices pri or • / to performing these functl ons. Installers shall Provide temporary bracing per BCCI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �' i BC DL 7.0 PSF DRW CAUSR7175 17216089 rigid Gelling. Locations shown for permanent lateral restrai ni of webs shall have brad ng Installed per BCCI , sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 14/20 7 ,4 MII the Joint Betel l s, unless noted otherwise. Refer to drawings 160A,for standard plate post tl ons. I Alpine, a di vi sl on of ITW Bui l di ng Components Group Inc. shall not be rorforl hle for any devl ati on from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any Pal l failure to build the truss In conformance mil th ANSI/TPI 1, or for handling, shipping, AN Irw COMPANY i nstal I ail on R bracing of trusses. '9R"n.20 190 TOT. LD. 42.0 PSF SEQN- 129461 on . A sealthis drawl ng or cover paps I I stl ng this drawl ng, I nen mites acceptance of prof ssl Dl engl Marl o respoMl bill ty sol el y for the deal gn shown. The sul tabl II Doll ty and use of this drawl ng for any structure Is°he 0Lp DU R. FAC. 1. 15 FROM BB 5351 Rovana Circle respmsl bi I I ty of the Bul I dl ng Designer per ANSI/TPI 1 See.2. Sacramento,CA95%28 For more InPormatlon see this Job's general notes page and these web sites: Renews 6/90/2019 SPACING 24.0" JREF- 1W327175Z13 ALPINE: www.al pl nei tw.con; TPI: www.tpi net.org; 11TCA: www.sbci ndustry.corn: ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH lot 12 Hazel -- VERIFY VERI FY, OR - V3) Top chord 2x4 HF #2 120 mph wind, 18.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607, design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead load is 2.00. 4X5= Ah / • PA 7-11-15 1 6 —10 � 10 G'; i i 1; i +13-10-14 2X4 D8R 0 2X4(D8R I-E1-7-23 4-0-0 ›.I< 4-0-0 + 4-0-0 1< 4-0-0 +1-7-201 I 9-79-7-2I, 9-7-2 ,19-7-2 _I 1 19-2-4 Over Continuous Support >1 R=89 PLF U=13 PLF W=19-3-15 RL=7/-7 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I BC2015/TPI -2014(STD) . PR.F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. r. , * FS+ OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components ofOre on 503)13 357-2118 **WARNING!•`*READ AND FOLLOW ALL NOTES ON THIS DRAWING' G O REF R7175- 1236 825 N 4th Ave,Comehus OR 97113503)357-Z118 71 •*IIpoitTANT*• RAM SN THIS DRAM NG TO ALL CONTRACTORS INCLUDINO TiE INSTALLERS. N FF� �2 TC LL 25.0 PSF Trusses reyulre extreme care In fabricating, handling, she poi ng, Install leg and bracing. Refer to and follow 19575 TC DL 10.0 PSF DATE 08/04/17 the latest edition of BCS! (Elul l di ng Component Safety Information, by TPI and wTCA) for safety practices pre or n T. to performing these functions. Installers shall provide temporary bracing per BCS). Unless noted otherwise, 1 top chord shat) have properly attached structural sheathing and bottom chord shat) have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17216090 rl gid cel l leg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! '- A PEI sections 63, BT or as apple Cable. Apply plates to each face of truss and position as shown above and o the Joint Details, unless noted otherwise. Refer es to each face for stand po late showns. Q� 4 20 '� ha p pea BC LL 0.0 PSF CA-ENG BFR/GWH I AI pi ne, a di vi se on of I TW Bul I di ng truss I recon Group 1 nc. steal I not be rorfori baa far any devl ate on frau the s OREGON drawing, any fab I ace to fol l tl she truss i n conformance wi[h ANSI/TPI ,, or for handl I ng, shi ppI ng, • TOT. LD. 42.0 PSF SEON- 129463 AN ITW COMPANY I nstan ati on s brace ng of trusses. �/ . A seal en this drawl rig or cover peps I I sting thl s drawl ng, I ndi cats acceptance of profesal one' ongl newt n9 1.e''•n.20,f9e `'I response bill ty solely for the dee 9..shown. The sol tebl Ilty and use of thea drawl n9 for any structure Is the OC W DUR. FAC. 1. 15 FROM BB 8351 Rovana Circleresponse bill ty of the Elul Idleg Des1 filer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on s e this;ob•s general notes page and these web 51 ces: SPACING 24.0" J RE F- 1 W327175 Z 13 ALPINE: www.al pi mel tw.cm TPI: swot tpi est.org: WC, www.sbci ndustry.cam; ICC. www.I ccsafe.org Renews 8I80/2019 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - V4) Top chord 2x4 HF #2 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5 PA 10 17 7 10 1. 5X4 III 1. 5X4 III • 6-11-15 0-0-4 , AlliAll < 0-0-4 14-10-14 2X4(D8R) ip 1. 5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) I< 4-4-7 + 4-0-0 4-0-0 + 4-4-7 8-4-7 _I, 8-4-7 _I 1 16-8-14 Over Continuous Support R=89 PLF U=14 PLF W=16-8-14 RL=7/-7 PLF Desi gn Cri t: I BC2015/TPI -2014(STD) a PR•FF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. M� SS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre on (503)357-2118 '`WARN!NGI••READ AND FOLLOW ALL NOTES ON THIS DRAIIIING! G REF R7175- 1237 825 N 4th Ave,Comehus OR 97113 "IMPORTANT.` FURNISH THS[WAIVING TO ALL CONTRACTORS I KLUB NG THE INSTALLERS. a a F�� y TC LL 2 5.O PSF Trusses require extreme care In fabricating, handling, shipping, InstalIing and bracing. Refer to and follow 19575 9 TC DL 1 0.0 PSF DATE 08/04/17 the latest edi ti on of BCS! (But l dl ng Component Safety In£ormati on, by TPI and'MCA) for safety practices prior , to performing these fundi ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, f Aillitop chord shat I have properly attached structural sheathi ng and bottom chord shall have a proper)y attached BC DL 7.0 PSF DRW CAUSR7175 17216091 rigid cei l log. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS!i ,-. ,4 J sections 83, B7 or B10, as app)lcabl e. Apply plates to each face u£truss and post ti on as shown above and on Ol,4111hI the Joint Dotal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0: 4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH J Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any fol)Are to build the truss In conformance with ANSI/TPI 1, or for handling, shi pp!ng, TOT. LD. 42.0 PSF SEQN- 1 29465 AN ITW COMPANY I nstal I ati on A bract ng of trusses. . A seal on thl s draw ng or cover page I I stl ng thl s drawl ngI ndl cotes acceptance or protons'heel engl'Veer'ng " 20f 1946 e rowels'bl 1 I ty sol el y for the design shown. The sul ttbl I I & ty and use of this draw ng for any structure 1 s the ROL Vin,20.1946 /04‘" DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl l l ty of the d I dl ng Oesl goer per ANSI/IPI 1 Sue.2. Sacramento,CA 95828 For more information see this)ob•s general notes page and these web sites: ALPI NE: www,al pi nettw.com: TPI: mew,tpinst.erg; WTCA: www.sbel ndusnry.con: ICC: wwe.Iccsafe.org SPACI NG 24.0" J REF- 1 W32 7 1 7 5Z 1 3 Renews 6/80/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - V5) Top chord 2x4 HF #2 120 mph wind, 19. 10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead load is 2.00. 4X5= PA 10 F 10 1. 5X4 III 1 7 1. 5X4 III 6-0-14 i 0-0-4 . Al II1L0-1-3 - • / 15-10-14 i 2X4(D8R) 1. 5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) I< 3-3-3 >I< 4-0-0 >I< 4-0-0 T 3-2-1 >I 7-3-3 I 7-2-1 Fc 14-5-3 Over Continuous Support R=89 PLF U=14 PLF W=14-5-3 RL=7/-7 PLF Design Cri t: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0• fS•' OFFS OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI H READ AND FOLIAR'ALL NOTES ON THIS DRAM NGI G> N `4/ 825 N 4th Ave,Cornelius OR 97113 IIPORfANT•• FURxISNTNISDRAM xGTbALL rngrRActoRsINCLUDINGTHEINSTALLERS. �0 dG a OZ TC LL 25.0 PSF REF R7175- 1238 _ Trusses regul re extreme care I n fabri earl ng, handling, shl ppi ng, I nstal I I ng and bracing. Refer to and fol I ow 19575 the latest edition of°CSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior , \+ 1 TC DL 1 0.0 PSF DATE 08/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shal Ing.! have properly attached pe structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17216092 rigid cel ling. Lace tions shown for permanent lateral thing and of webs shall have bracing installed per BCSI ,4 PUN ; sects ons B3, B7 or B10, as applicable. Apply plates to each face of truss and poli ti on as shown above and on 6- 1 the Joint Dotal l s, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post tl ons. 0� 1420 I AI pi ne, a di vi si on of I TW Bui I di rg Components Group Inc. shat I not be responsi bl a for any devi atl on from thi s1 BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fall ure to build the truss In conformance wlth ANSI/TPI 1, or for handl I ng, shipping, OREGON AN ITW COMPANY I nstal I ani on&bracing of tresses. �w .../ TOT. LD, 42.0 PSF SEAN- 129467 . A seal on thl s drawl ng or cover page I I stn h9 MIs drawl ng, I ndl noee tes eeptence of profess!ami amps nearing 9 .•n.20.Agip respond bll I ty solely for the design shown. The sal tebi Ity and use of this drawl ng for any structure Is the 8351 Rovana Circle roeponel bill ty of the Building Designer per ANSI/lags 1 Sec.2. pe • .VIT/ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sl tes: SPACING 24.0" JREF- 1W327175Z13 ALPINE: www.al pi mel tw.cum; TPI: www.tags nst.org; WTCA: www.sbcl ndustry.mm; ICC: www.iccsafe.erg BaeN21es1119 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817028--PARR LUMBER-HILLSBORO -Windwood AH lot 12 Hazel -- VERIFY VERIFY, OR - V6) Top chord 2x4 HF #2 120 mph wind, 19.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord 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 See DWG VAL160101014 for valley details. for dead Ioad is 2.00. 4X5= U 10 F 7 10 1. 5X4 III 1. 5X4 III 5-0-14 1 0-0-4 i IIILL 0-1-3 r © 16-10-14 / 2X4(D8R) 1. 5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) s H-2-0-12 + 4-0-0 + 4-0-0 > 1-11-10--H L 6-0-12 I 5-11-10 I— 12-0-6 Over Continuous Support R=89 PLF U=14 PLF W=12-0-6 RL=7/-7 PLF Design Crit: IBC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .• ®'j e' 5o OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 •+WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAII NGI G,� %H s/ pp ++IIPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \ G �� TC LL 25.0 PSF REF R7175— 1239 825 N 4[h Ave,Cornelius OR 97113 0 a 1g57b � Trusses require extreme care In fabricating, handl Ing, shipping, Installing and bracing. Refer to and fnlIow T1 TC DL 10.0 PSF DATE 08/04/17 the latest edi ti on of BCSI (Building Component Safety Informatl on, by TPI and%TCA) for safety practices prior I to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, t 11I 41164 top chord shat I have properly attached structural sheathing and bottom chord sbal I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17216093 rigid cel l log. Locations shown for permanent lateral restral rat of webs shall have bracing Installed per.SI, sections 83, 87 or 810, as applicable. Apply plates to each face of truss and poli ti on as shown above and on ,4 �� - l the Joint Beta'Is, 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 Al pine, a di vi si on of I TW Bui I di ng Components Group Inc. shat l not be responsi bl a for depvpi atti on from thi s : i4/20 N drawing, any fal l ure to build the truss In conformance with ANSI/TPI 1, or for handl In shi In AN ITW COMPANY Installation%bracing of trusses. -1 TOT. LD. 42.0 PSF SEON— 129469 . A seal on tills drawl ng or cover page I I stl ng till s drawl ng, I ndi nates acceptance of prof aei anal engi nears ng 9 Mtn.tn.191 responsibility solely for the design shown. The sultabllty and use of this drawing for any structure Is the 8351 Rovana Circle respanslbnity of the eundieg toolgner per A1151rr I 1 see.2. ROtD W•V� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s,obis general nates page and these web sl fes: SPACI NG 24.0" JREF— 1W327175Z13 ALPINE: www.al pl nal tw.corn; TPI: www.tpl nst.ore: WTCA: www.sbcl ntlustry.corn; ICC'. www,iccsafe.org liozkaueaAMI.1n+° THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER—HI LLSBORO —Wi ndwood AH Iot 12 Hazel -- VERIFY VERI FY, OR — V7) Top chord 2x4 HF #2 120 mph wind, 20.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads 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 See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5= /�1 10 110 3-11-15 0-0-4 = I = 0-0-4 . 4_17-10-14 a 2X4(D8R) 1. 5X4 III 2X4(D8R) E` 4-9-4 4` 4-9-4 >1 4-9-4 I 4-9-4 1< 9-6-7 Over Continuous Support R=89 PLF U=14 PLF W=9-6-7 RL=7/-7 PLF Design Cri t: I BC2015/TPI -2014(STD) 0PRO PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01. 4, .t P . - F.A9 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI** READ AND FaEaw ALL NOTES o9 THIS DRMn9clc�9 �GINF�� VZ TC LL 25.0 PSF REF R7175- 1240 825 N 4th Ave,Cornelius OR 97113 .9 Np0RTANT*• FU NI SH THIS DRAIN NG TO ALL CONTRACTORS I NCLBU!NG THE I NSTAL11gA. Trusses requl re extreme care I n fab,cats ng, handling, shl ppl ng, instal I 1 ng and bract ng. Refer to and fol I ow 19575 — the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prior , r TC DL 1 0.0 PSF DATE 08/04/17 to performs ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. /1 Ogigitop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Locati ons shown for permanent l ateral resiral nt of webs shall have bracing installed per BCSIs �1 BC DL 7.0 PSF DRW CAUSR7175 17216094 L �Q cellons B3, BS or B10, a applicable. Apply plates to each face of truss and post tl on as shown above and on 4 1nI1' O I ' the Joint Petal l s, unl ess noted otherwise. Refer to drawings 160A-Z for standard plate post Li ons. 0i 1420 7 I Alpine, a division of ITY(ElulIdirg Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any Val lure to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN ITW COMPANY Installation R bracing of trusses. v TOT. LD. 42.0 PSF SEQN- 129471 . A seal on tills drawl ng or cover page I I sti ng tills drawl ngI ndl dates acceptance of profess'one! amyl nserl ng 9R VOA•2o,19# t'I responsi bill ty Rol el y for the deal gn slow,. The Sul tabs I I ty and use of this drawl ng for any structure!s the OI I •OV DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond cu bi I I ty of the l I ding 0as1 goer par NAI/TPI 1 See.2. Sacramento,CA 95828 For more Information see this Jobs general notes page and hese web Sl tea: r org SPACING 24.0" JREF- 1W327175Z13 ALPINE: www.al pi mel tw.con; TPI: www.tpl est.org: VITA: wove.sbci ndustrycom; ICC: wow. safe. Renews&9012019 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH lot 12 Hazel -- VERIFY VERI FY, OR - V8) Top chord 2x4 HF #2 120 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 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 See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5= 10 p 10 3-0-14 0-0-40-0-4 r = = 4_18-10-3 / 2X4(D8R) 1. 5X4 III 2X4(D8R) s 3-8-0 '- 3-8-0 >1 3-8-0 _I, 3-8-0 _1 (` 7-3-15 Over Continuous Support R=89 PLF U=14 PLF W=7-3-15 RL=7/-7 PLF PLT TYP. Wave Design Cri t: I BFT/RT/%(0%)/4 TPI -2014(0) D) 16.01. 0 0 .5 0 PROF.,. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1.118 "WARNINGI..READ AND FOLLOW ALL NOTES ONTHIS DRAIN NCI aGINL�lc HOZ TC LL 25.0 PSF REF R7175- 1241 825 N 4th Ave,Comelius OR 97113 "1 NpORTANr.• FURNISH THIS DRARI NG TO ALL COMPACTORS I NCLIAI NG THE INSTALLERS. _ U/ L/ Trusses require extreme care In fabricating, handling, shipping, Installlrg and bracing. Refer to and follow 19575 �T the latest edition of BCSI (Building Component Safety Information, by TPI and MICA) for safety practi ces prior . %t TC DL 10.0 PSF DATE 08/04/17 T. to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwi se, top chord shat I have properly attached structural sheat hl ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17216095 41164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 4- j ,411=1)1] ectl ons 83, B7 or B10, as applicable. Apply plates to each face of trussandpost ti on as shown above and o I [he Jnlnt Bet all s, unless notetl otherwise. Refer to drawings 16OA-Z fpr s an da rd,plate pasitions. 0: 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a di vi sl on of Ibu Bulldirg Cwnponents Group Inc. shall not be responsible for any deviation frau this OREGON 1 drawl ng, any failure to but I the truss In conformance vel th ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY I neral I ati on a bract ng of treses. 1/A14'FOLD •,�.20.19� �,r TOT. LD. 42.0 PSF SEAN- 129473 • A seal on this drawl n9 or cover page I 1 all nag till s drawl ng, I ndl eaten acceptance of prefessl oral sngl nserl ng respond bl l I ty sol el y Pb,-the design shown. The sul tabl I I ty and use of this drawl ng for any structure I s the OI "f•N DU R. FAC. 1. 1 5 FROM BB 8351 Rovana Circle respon I bl 1 I ty of the Bull d1 ng Designer per VLSI/RI 1 Sec.2. ` .• Sacramento,CA 95828 For more i nformatl on see this Job•s general notes page and these web sines: SPACING 24.0" JREF- 1W327175Z13 ALPINE: www.al pini tw.conn:. TPI: www.tpinst.org. MICA: cow sbcindustry.comm ICC: wwwiccsafe.org Renews 8/80/2019 • THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817028--PARR LUMBER-HI LLSBORO -Wi ndwood AH Iot 12 Hazel -- VERIFY VERI FY, OR - V9) Top chord 2x4 HF #2 120 mph wind, 21.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 0-3-5 I I 4X5 10 10F /.1 1-10-9 0-0-4 = 1 = 0-0-4 / 1/ " 19-10-14 2X4(D8R) % 1. 5X4 III 2X4(D8R) k 2-4-7 + 2-4-7 L 2-4-7 ,I, 2-4-7 J o4-8-14 Over Continuous Support] R=88 PLF U=14 PLF W=4-8-14 RL=6/-6 PLF Design Cri t: I BC2015/TPI -2014(STD) ,EOPROFF PLT TYP. Wave FT/RT=2%(0°/D)/4(0) 16.01. 40 I. `rd'0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-5118 ...WARN!NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM NGI 106 Ot �� OZ TC LL 25.0 PSF REF R7175- 1242 825 N 4t Ave,Cornelius OR 97113 ••1 NPORTIwr.• FURNISH 7X1 S DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 19575 '9 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow TC DL 10.0 PSF DATE 08/04/17 the latest edi tl on of BCSI (But I di ng Component Safety Information, by TPI and WrCA) for safety practices prior %1 r• to Performing these fundi ons. Installers shall Provl de temporary bracing per BCSI. Unless noted otherwise. top chord shat I have properly attached structural sheath.ng and bottom chord shat I have a properly attached �- % BC DL 7.0 PSF DRW CAUSR7175 17216096 Oldibba rl gid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI , sections B3. B7 or B10, as applicable. Apply plates to each face of truss and poli ti on as shown above and un 14/20 7 4 L�� l the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a di vi sl on of ITW Building Components Group Inc. sM1all not be responsible for any tleviailon frau this n OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lotion&bracing of trusses. ep 9R"in,20,19# e.., TOT. LD. 42.0 PSF SEAN— 129475 • Ar snpolon ns bi I Ilty drawlspy far the desg or cover nl page I I St!ng till how). ThesSel tebllpI l tynand uase of thl sdrawl ng profess! rsanyPstrucctureI snthe OL `, 8351 Rovana Circle responsl bill ty of the Hui l ding Designer per ANS1/TPI 1 Sec.2. ^' DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informatl on see this jobs general notes page and these web sites: Renews 6/30/2019 SPACI NG 24.0', JREF- 1W327175Z13 ALPINE: www.al pi mei tw.comm TPI: www tpl nst.org: WiCA: wwwx sbci ndustry.comm ICC: wwwi ccsafe.org CLR ReIn - orcing Vember SL, bs ti LL, Lion T-Re1nforcer'lent 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-Reinf orcerient: or reinforcement method is desired L-Reinf. Allo. �` Apply to either side of web narrow face. ler- Attach , Attach with 10d (0.128"x3,0",min) nails , 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. ME \ For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, 1111 Attach with 10d (0.128"x3.0",min) nails , 2x6 1 row 2x4 1-2x6 at 6" o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(31( minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31) 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. (4 I O Center scab on wide face of web. Apply (1) scab to each face of web. NM �G��0 PROF S .,'� ,G'NCFns'0 •wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0 + 9 TC LL PSF REF CLR Subst, wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and %r TC DL PSF DATE 10�01�14 Follow the latest edition mi BCSI (Building ions Int Safety !all provide, a TPI and acA7 for safety odgilkh practices prior to performing these functions. Installers shall provide temporary bracing perm c / Unless noted otherwise, top chord shall have properly attached structural sheathing pad bottom chard BC DL PSF DRWG BRCLBSUB1014 shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint f webs Q• 14/20 7 1-LLJ l-I\ FI g shalt have bracing installed per BCS! sections B3, 07 ar BIO, I applicable, Apply plates to each face g of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON BC LL PSF Refer to drawings 160A-Z for standard plate positions. ': 04/17 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN TW COMPANY thiswl1�O A 20,19-��.. TOT, LDS PSF drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 77 installation 4 bracing of trusse t A seal an this drawing o cover page listing this drawing,indicates acceptance of professional L. I . 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 I Sec.2, Renews 8/90/2019 e Earth City,MO 63045 For more Information s e this job's general notes page and these web sites SPACING ALPINEr www.alpineltw.caml TPI www.tpinst.orgl SBCA, w w.sbclndustry.orgi ICC, www.iccsafe.org 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 w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 "L' Brace * (2) 2x6 'L" Brace ww 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: cSpruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7" 11' 0" 11' 5' 14' 0' 14' 0' 14' 0" 14' 0' p1 / #2 Standard #2 Stud r E #3 4' 4' 7' 2' 7' 8" 9' 1' 9' S' 10' 10' 11' 4' L4' 0" 14' 0" 14' 0' 14' 0" #3 Stud #3 Standard C O 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 Pinewww 0) #1 4' 10' 7' 11" 8' 2' 9' 4' 9' 8" 11' 1" 11' 6' 14' 0" 14' 0" 14' 0" 14' 0' #3 43 J SP ands Stud #2 4' 7' 7' 10' 8' 1" 9' 3" 9' 7' 11' 0" 11' 5' 14' 0' 14' 0" 14' 0' 14' 0' Standard Standard #3 4' 6" 6' 6" 6' 11" 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' D a_l FL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2" 10' 11' 11' 4' 13' 6" 14' 0' 14' 0' 14' 0' D--',.-- 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 U HF Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10' 12' 5' 12' 11" 14' 0" 14' 0" 14' 0' 14' 0" #1 Cl.) O 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 Pinewww \ #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 / SP #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' il" 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1.4 Braces shall be ORB (Stress-Rated Board), D P L Stud 5' 0" 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0" 14' 0' 14' 0' 14' 0' 14' 0' ...For 1.4 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 0S P #1 / #2 5' 9' 9' 10" 10' 2' 11' 7" 12' 1' 12' 7' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' values may be used with these grades, d #3 5' 6" 9' 8" 10' 1' iv 6' 11' 11" 13' 8" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: U H PStud 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, O Standard 5' 6' 8' 8' 9' 3" 11' 6" 11' 11" 13' 8' 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" Provide uplift connections For 70 plf over X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1" 13' 10' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2° 9' 9" 11' 6' 12' 0" 13' 9' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' with 2' 0' overhang, or 12' plywood overhang. D P 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" Il' 6" 13' 8' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' Symm V^ Attach 'V braces with 104 (0.128'x3.0' min) nails, About j' a NE For (1) 'L' brace: space nails at 2' o.c. able Truss 11 (l in 18' end zones and 4' o.c. between zones. �� #E)IEIn 1 (2) 'L' braces space nails et 3' o.c. e Diagonal brace options . - , In 18' end zones and 6' o.c. between zones. vertical length may be 0 doubled when diagonal 18' x ��41.1410 0 member bracing must be a minimum of 80% of web brace Is used. Connect L 1I111 diagonal brace for 385# -L" I r� Gable Vertical Plate Sizes at each end. Max web total length is 14', Brace NEW /1r 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 11' 6' brace, single Vertical length shown 18" �( Greater than 11' 6' 3X In table above. or double cut : Q 4145' (ns shown) al:: 0. 011 [4, u0 L_ � � � + Refer to common truss design for upper end. if 0peak, splice, and heel plates. �ontlnuaus D ng� Refer to the Building Designer for conditions Connect diagonal at wGr P•ot` not addressed by this detail, midpoint of vertical web. Refer to chart above Pc, M. e v,. "i,ength, w*WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��5 �G�NF�� /O2 REF ASCE7-10-GAB12030 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and 19576 7 DATE 10/01/14 followathe latest edition BCSI(Building Component Safety Information, a TPI and rBcA)for safety r practices prior htoe performing these functions. Installers shall provide temporary bracing per BCSI. Si, Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid selling. Locations shown for permanent lateral restraint of webs 4I i Aril] _F� I'I�J shall have bracing ion ased per HCSI sections th,B7 of DIt as applissble, dpoly plwtes to each face J IlLlll�\\\VII IILL�� of truss and position all shown above and on the Joint Details,unless noted otherwise, 0� �4�2� 7 Refer to drawings 160A-Z for standard plate positions, /:p14/((��////�� Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from Opy/},I. N AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/PI I,or for handling,shipping, Yf VV'I �/ MAX. TUT. LD. 60 PSF installation a racing of trusses. ..... v 0.20,is i A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive °�o W Earth City,MO 63045 Far more e a re information s e this job's general notes page and these web sit : MAX, SPACING 24.0" ALPINE, w w.alpineitw.comi TPI www.tpinst.orgi SBCA'w w.sbcindustry.orgl ICC, www.lccsofe.org Rwnwuiw N14/91110 EacLe De , aiL For Let—in Verticals Gable Truss Plate Sizes Sym, f` O Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. it ()Refer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable •`14. O 2X4 4 © © , Vertical Example: di LtYPthP 2X8 II 2X4 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member © ,2.1"41 ,11_410 Toe-Halt - Or - A End-nail 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: 10d Common (0.148'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. I 'T' Reinf. "T' ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load 2x4 30 N Member 2x6 20 ASCE 7-OS Gable Detail Drawings Example; A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Gable Nails Gable Vertical = 24'o.c. SP #3 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14O15ENC101014, 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. ♦� 4 Nails ►— Ceiling ��E0 PROpS s y� ,,oiNe.Cs% wwWARNINGIw.READ AND FOLLOW ALL NOTES ON THIS DRAWING! 41 9 REF LET—IN VERT wwINPDRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'I957S Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and %r DATE 10�01�14 Follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety 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 �- DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs o: '14/20 7 LP=F� n shall have bracing installed per BCSI sections B3, or Det as unless Apply plates to each face Q IlJl�\\�\IJi of truss and position as shown above and the Joint Details, unless noted otherwise. OREGON Refer to drawings 160A-Z for standard plate positions. 4 04/17 y '/ AlAN ITW COMPANY thspine,a drawing,lvinlynfal�ureWto Building the Components truss in Group Inc.conformance shall with ANSI/TPI orble f for orany shipping,iipfrom 9 4.2O 19.. f installation&°bracing of trusseROS p W•��G MAX, TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely the design shown. The suitability and use of this drawing DUR, FAG, ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. 13389 Lakefront DriveFor more information see this Job's general notes page and these web sites Rwnwwn 0/9012019 Earth City,M063045 ALPINE: www,alpineitwcoml TPI www.tpinst.orgi SBCA, www.sbcindustry.orgl ICC. www.lccsofe.org MAX' SPACING 24,0" ASCE 7-10: 120 mph, 30' Mean Height Close°, Exposure C Common Resicential Gable End Wind Bracing Requirements - Stif feners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater' than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top; Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0,128" x 3", min ) nails @ 6" o,c, Y < ► ii ISI 2X4 Blocking nailed to /;r 45° sheathing and z4 Max each truss 4M ar H ®_®_®_®_®Ib,„....,.® 2X4 DF-L #2 H/2 or better 4 diagonal brace. Attach each end for 560#, 11111 I ■i lt"11101111111111111%... i V X y / ■i■ �■� �■r. ■�■�.. II ■ • \\ ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min,) nails 45EOPROFFS wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! '& A4GINE4.n �7 REF GE WHALER wwIMPORTANTww 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 DATE 10/01/14 V follow the latest edition fofmi BCSI (Building Component Safety !all provide, TPI and racA) for safety l practices prior to performing these functions. Installers shall provide temporary bracing per BCSl. r� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard �- LRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs LLl )=I� LI shall have bracing installed per HCS! sections B3, B7 or 010, as applicable. Apply plates to each face 0: 14/20 7u \__ of truss and position as shown above and on the Joint Details, unless noted otherwise. NI____ Refer to drawings I60A-Z for standard plate positions. ^ 0�� A9N J AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from Y, this drawing, y failure to baud the truss in conformance with ANSI/TPI 1, or for handling, shipping, 116�II20 1944 V` MAX. TUT. LD, 60 PSF Installation&bracing of bracing A seal on this drawing orcover er page listing this drawing,indicates acceptance of professional OC O"'• .4_'I engineering responsibility solely for the design shown. The suitability and u of this drawing •. for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 13389Earth Ay,MO 3045 For more information see this Job's general notes page and these web sites, Renown 6/80/2019 Earth City,M063045 ALPINE, www.alpineltw.coml TPI ewww.tpinst.orgi SHCA. www.sbcindustry.org,ICC. www.lccsafe.org MAX. SPACING