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Plans (79) AMIIMMIIMMUMW MSC CA- oc Ie 0E64 Sw + \ckocA X11 (E-t RECEIVED AUG 1 2017 CITY OF TIGARD BUILDING DIVISION I 57'1" ..I H-5'1"-4. - I 38' I 10. -1 GGE 1 AGE Erlill n N ■I,. m w .... zrll. - I L_A JD ■ I�I �� ilk% oma ii 1•111111 W - m MEER 'SII/ 1�1�1= nn = EIa1.I. . ��i-I_I II II m Le ai �; �I`�JiI 'L_............. . ItHI, -8 IJr ,-8 ,0,1111 irouri im Pi . :, „ fl'iIIpNhiii II 1 I 1 , d , , , , , , , : , , , ,! , iiiiiiiiiiiiiiiiiiii i , , , , v -"Nrr H5' -+-6.1" I SRUSSRE I HUBE Rh I I 10" -----i o Customer: PARR LUMBER-HILLSBORO 33 N o Deso. : Windwood Avery B pion 0 0 I- 00 ADDRESS: VERIFY us m o z Designed by: BILLY BREESE I-- z N 0 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W2G7175Z0213141914 Truss Fabricator: Truss Components of Oregon Job Identification: 0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) EQ PROp D Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 4 SA, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration �5 _ E Floor - N/A 88294PEG1N .'Q _O 9 Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of �` 'Z�y14 zno% record, as defined in ANSI/TPI 1. *Oen Tar 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R -� .Y..112018 07/13/21 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 14:18:39 07-13-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 83753--AGE 17194020 07/13/17 2 83754--A 17194021 07/13/17 3 83755--B 17194022 07/13/17 4 83756-41 17194023 07/13/17 5 83757--C 17194024 07/13/17 6 83758--C1 17194025 07/13/17 7 83759--EGE 17194026 07/13/17 8 83760--EG 17194027 07/13/17 9 83761--DGE 17194028 07/13/17 10 83762--KHE 17194029 07/13/17 11 83763--K 17194030 07/13/17 12 83764--K1 17194031 07/13/17 13 83765--FGE 17194032 07/13/17 14 83766--F 17194033 07/13/17 15 83767--LGE 17194034 07/13/17 16 83768--L 17194035 07/13/17 17 83769--GGE 17194036 07/13/17 18 83770--G 17194037 07/13/17 19 83771--G1 17194038 07/13/17 20 83772--G2 17194039 07/13/17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 ** Bot chord 2x4 HF #2 ( ) 2 plates) require special positioning. Refer to scaled plate plot details for special positioning requirements. Webs 2x3 HF #2 :M9, M10, M11, M12, M13, M14, M15 2x4 HF #2: 120 mph wi nd, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Truss designed to support 1-6-0 top chord outlooker span and DL=4.2 psf. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically Wind loads and reactions based on MWFRS with additional C&C member along top edge. DO NOT OVERCUT. No knots or other lumber defects design. allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web member. Attach wi th 10d Box or Gun nai I s (0.128"x3",mi n.) @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor 5X5 for dead I oad i s 2.00. 3X5% ' 3X5 5X4(**) III J i 1 � � Y 1 , % % 1 y 1 B 1.5X4(**) III " ; 0 , 0 g i i .:� ' y y 11-8-7 e� i i i i i j i 411 / oiliiii. 18-0- 3X5(81) = 3X5= 3X5(61) R=164 PLF U=8 PLF W=34-0-0 RL=10/-10 PLF 1-6-0 L 17-0-0 1 7-0-0 34-0-0 Over Conti nuous Support Note: Al I PI ates Are 1.5X4 Except As Shown. �E.O PROp� Design Cri t: I BC2015/TPI -2014(STD) Q S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 0k-1,44.04N `rte• OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGT••READ AND FOLLOR ALL NOTES ON THIS DRAWING! �(_j 825 N 4th Ave,Cornelius OR 97113 ••INpogrANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCWDING THE INSTALLERS. ((/_�I� 83294PE li'l TC LL 25.0 PSF REF R7175- 83753_ Trusses requl re extreme care in fabrl cat'ng, handling, shl poi ng, Instal l irg and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior / DL 1 0.0 -PSF DATE 07/13/17 n to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF ri gid cel I i ng. Locations shown for permanent I ateral restraint of webs shall have bracing i natal I ed per BCSI DRW CAUSR7175 17194020 ,4 �0+ se it,,cel B3 B)ur 810, as aoppl i cable. Apply plates to each face of truss and position as shown above and on 07/13/201 All J I the Jai nt Details, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate positions. I Al pi ne, a di vI si on of ITN Bui l di ng Components Group Inc. shat I not be responsi bl a far any devi ati on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT tlrawi ng, any fol lure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, _ AN WA/COMPANY Installation a bracing of trusses. G "ikyt4,2od+ t� TOT. LD. 42.0 PSF SEAN- 124678 . A seal on teas drawl ng or cover page I I sti ng thl s drawl ngI nell cotes acceptance of profess!oral ens'near!ng respond bill ty solely forshowthe des! sho . The sul tabll I raeaty and use of this drawing for any structure 1s the *sell Tao e 8351 RDvanaCircle respdulblllty of the lesIdirg Deal per ANSI/TPI 1 sea 2. We OUR. FAC. 1. 15 FROM BB Sacramento,CA9ss2a Far more information see rnisdob s general nates page and these web sites: Renewal 613012018 SPACING 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pi mel tw.cwn; TPI: www.tpi net.org: WTCA: wow.sbcl ntlustry.com: ICG www.iccsafe.org THI5 DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 2.00. 5X5= r — 8r /a\k #10 1.5X4 of 1. 5X4 11-8-7 Alli Ad6 — 13N 18-0-0 1 5X5(A2) = 3X7= 5X5(A2) 1-6-0 Fc 5-11 4 8-8-7 5�6 �8 3-9 6 6 5-6-6 5-6-6 J� 8_8_57-11-4 17-0-0 I 17-0-0 -J 34-0-0 Over 2 Supports >1 R=1487 U=59 R=1624 U=72 W=5.5" RL=221/-212 Note: All PI ates Are 3X5 Except As Shown. O PRO Design Cri t: 1 BC2015/TPI -2014(STD) R� RL. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. `rAY OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI 825N4th Ave,Cornelius OR 9713 IIPORTANr•• FURNISH THIS DRAWING To ALLCONTRACTORS INCLUDING TMEINSTALLERS. (((�7 .��1j TC LL 25.0 PSF REF R7175- 83754 Trusses regul re extreme care in fabrl cats ng, handl I ng, shipping, Install l ng and bracing. Refer to and follow `7 the latest edition of BCS/ (Building Component Safety Information, by TPI and wrCA) for safety practices prior /i al♦ DL 10.0 PSF DATE 07/13/17 t. to Performing these fundi ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, — top chord shall have properly attached structural sM1eathi ng and bottom chord shall have a properly attached rigid ceiling. Locatl ons shown for permanent I rest r int of webs shall have bract ng installed per BC BC DL 7.0 PSF DRW CAUSR71 75 17194021 tItI ections B3, B7 or B10, as applicable. Apply plates to each face of truss and poli tl on as shown above and an X1 } 1 1 Ail IPd^ I I the Jol nt Details, unless noted otherwise. Refer to drawl nes 16BA-Z for standard plate post tl ons. �/�1 7 I \�11 I Alpine, a division of ITW Boil di no Components Group Inc. shall net be respenalble for any deviation from thl OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, sill pal ng, AN ITW COMPANY i nstal l ati on a bract ng of trusses. p IC` TOT. LD. 42.0 PSF SEAN- 124680 . A seal on t i s drawl ng or cover papa I I stl ng till e drawl ng I me cotes acceptance of prorassl onal anal neer!ng 4 'Ito.14,YOB 0 respond All ty solely for the design shorn. The sun tabl l I ty and use of thIs drawing for any structure is the s OUR. FAC. 1. 15 FROM BB • 8351 Royana Circle rosponsl bill ty of the gun I dl ng Desi goer per ANSI RPI 1 See.2. V 8 e 11 Ta r • SacmB,eoIA,CA95s2a For more Information see thisJobi s general note,page and these web sites SPACING 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pi neitw.can; TPI: www.tai net.org; WTCA: www.sbci ndustry.corn; ICG' www.iccsafe.org RYMWIal it/A11/91111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 :T4 2x4 DF-L #2: 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 •W1 2x4 HF Std/Stud: DL=4.2 psf. :W8 2x4 DF-L Std/Stud: Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Cal cul ated horizontal defl ecti on i s 0.20" due to I i ve I oad and 0.15" design. due to dead I oad. (a) Conti nuous I ateral restraint equal I y 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 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 5X5 - 0j 3X5 3X5 8 r @ 3X5i A011 (55X10 @ 1, 5X4�� 11-8-7 I 8 'ii J 4 6X8= 4 s, _ — '' B3 18-0-0 1 5X5(A2) = 3X5= 3X7= 5X7 3X7(F1) 1-6-0 I.` 5-11-4 5-6-6 5-6-6 ,L...2-9-12.,j., 6-11-4 _ 8-8-7 I 8-3-9 -11-8 1-7 -3-0 14-0-8 7 '1 17-0-0 17-0-0 19-11-8 6-9-8 7-3-0 34-0-0 Over 2 Supports > R=1489 U=57 R=1633 U=69 W=5.5" RL=221/-212 Design Cri t: I BC2015/TPI -2014(STD) 1E)PR(,lp� PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. v. .+d_ F'+��`r' OR/-/1/-/-/R/- Scale =. 1875"/Ft._ Truss Components of Oregon (503)357-2118 ••WARNINGI•• HIS AND NG LOM ALL NOTES ON THIS DRAWING! �U. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IIpaMTANr•• PUWISRTIIIsiMAMINBTMALLcowrMAcroMSlxcLuolxOTNEINSTALLERs. REF R7175- 83755 Trusses requi re extreme care I n fabri caring, handl i ng, shi ppi ng, I nstal l log and bracing. Refer to and fol i ow the latest edl ti on of SCSI (Building Component Safety Informati on, by TPI and'MCA) for safety practl ces prior DL 10.0 PSF DATE 07/13/17- 7. to Performing these functions. I nstal I era shall provide temporary bracing per SCSI. Unless noted otherwi se, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached BC DL 7.0 PSF rigid ce;1 i ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bracing I nstal I ed per BC DRW CAUSR7175 17194022 i sections B3, 67 or B10, as applicable. Apply plates to each face of truss and pus;tl on as shown above and on O I the Joint Details, unless noted otherwise. Re Per to drawings 160A-Z fnr standard plate pnd t;nna. BC LL 0.0 PSF CA-ENG BFR/PTT A rod N I i 07/13/2017 LI 1 �I I AI pine, a tli vi si on of I W Bui I di ng Co ponents Group Inc shal I not be respond bl a for any tlevi ati on Prw thi s drawing, any fel lure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shi pp!ng, OREGON AN ITW COMPANY Instal lat;on 6 brae;ng of tresses. 4,13 /�,p V TOT. LD. 42.0 PSF SEON- 124682 . A seal on thl s drawl ng or cover page I I stl no thl s drawl no, I nal eat..acceptante or professional engl Mari no j_ �/(�r 14 2O " fA responslbl llty solely for the design shown. The sultabll Ity and use of this drawing for any structure Is tthe .` DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle �@"respond blllty of the Cal!di eS Designer per ANSI/TPI 1 see.z. Ta" Sacramento,CA 9$828 For more information see this fobs general notes page and these web sites: G SPACING 24.0" JREF- 1W2G7175Z02 ALPINE: waw.al pl mel tw.corn; TPI: www.tpl nst.org; Mww.CA: wsbci ntlus[ry.corn; I CC: www.,ccsafe.org Rammed R/aN21141 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - B1) Top chord 2x4 HF #2 :T4 2x4 DF-L #2: 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet. : anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 •W1 2x4 HF Std/Stud: DL=4.2 psf. :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MFRS with additional C&C member Cal cul ated hori zontal defl ecti on i s 0.20" due to I i ve Ioad and 0.15" desi gn. due to dead I oad. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 5X5 3X5 3X5% 11rA 3X5! 3X5�� 1. 5X4 ee� 11-8-7 1111 _, 4 6X8�� _ 441111111111116, / : 6X8= B3 .. +18-0-0 1 3X5 3X7= 5X7= 5X5(A2) = 3X7(F1) 1-6-0 1-6-0 5-11-4 J_ 5-6-6 5-6-6 ,2-9-12 6-11-4 7-3-0 ---I-----I--8-8-7 � 8-3-9 2-11-8y 14-0-8 < 17-0-0 ,I, 17-0-0 19-11-8 —1— 6-9-8 T 7-3-0 < 34-0-0 Over 2 Supports R=1617 U=70 W=5.5" R=1623 U=68 W=5.5" RL=234/-234 CEO PROp Design Cri t: I BC2015/TPI -2014(STD) .<<G Ss PLT TYP. Wave FT/RT=28/8(09!8)/4(0) 16.01 4 yc-0Lt SNF �Ov OR/-Il/-I-/RI- Scale =. 1875"/Ft. TrussComponentsN 4th Ave, of Oregon (5D3)357-f118 "WARM RNI H REM AND NG TON ALL NOTES ON THIS DRAM GGl 83294PE �TC LL 25.0 PSF REF R7175 83756 825 N 4th Ave,Cornelius OR 97113 I IPoRTNlf FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Ne THE INSTALLERS. Ar0...."'''' Trusses requl re extreme c re in fabriCaring, handl Ing, shipping, Install Ing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices priorC DL 1 0.0 PSF DATE 07/13/17 1ti to performing these functions. Install ers shall provide temporary bracing per SCSI. Unless noted otherwi se, top chord shall have properly at tached structural sheathing and bottom chord shat I have a properly attached rigid cei I I ng. Locatl ons shown for permanent lateral restrai nt of webs shall have braci ng i entailed per BCSI 07/13/2017 ;C DL 7.0 PSF DRW CAUSR71 75 17194023 ,4 �O`Q sections B3 B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on J , the_PA nt eetalls, unless noted otherwise. Refer to drawl nes lb0A-z for standard plate pesiLions. OREGON :C LL 0.0 PSF CA-ENG BFR/PTT Alpine, a di vi sl on of ITN Bui!di ng Components Group Inc. shall not be respond ilia for any deviation from this drawing, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY i nstal I at on a bract ng of trusses. 11/1.1.14,2004 er TOT. LD. 42.0 PSF SEAN- 124685 A seal on till s darM Warn ng or cover pegs I I stl ng tills drawl ng, I ndl sates souptance of profess)ons! erg! arl ng 4 t responsi al 1 I ty sol el y Tor the design shown. The sul tab!11 ty and Ilse of VSs drawl 0g for any structure Is the v v e n Tao`.- DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl I I ty of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information,see this Job's general notes page and these web rites: Renewal 8!30/2018 SPACING 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pi nei tw.corn: TPI: www.tpi est.org, wTCA: www.sbci ndustry.comm ICC: wwwi ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. • 5X5= T 8 If111 1. 5X4// 1. 5X4 ii ea 11-8-7 Aihk —18 • i. - .. _ ._\ 4_18-0-0 1 5X5(A2) = 3X7--- 5X5(A2) 1-6-0 f� 5-11-8-8-7 _I_ 5-6-6 __L.8_3_95-6-6 8 3 9-6-6 .j< 5-6-683-9� 5-6-6 ..i__ 8_8_57-11-4 -8 7 11-4 f, 17-0-0 ,I, 17-0-0 J 34-0-0 Over 2 Supports R=1493 U=59 W=5.5" R=1618 U=72 W=5.5" RL=221/-212 Note: All Plates Are 3X5 Except As Shown. O PRO Design Cri t: I BC2015/TPI -2014(STD) ,(�G�� FFSS, PLT TYP. Wave FT/RT=2%(0°/B)/4(0) 16.01. �!%L.f SNF O OR/ /1/-/-/R/ Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI LL 25.0 PSF REF R7175- 83757 825 N 4th Ave,Cornelius OR 97113 "I NPOREANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. g...... NIMIATC Trusses regui re extreme c re In fabricating, handl l ng, shi ppl ng, instal lI g and bracing. Refer to and followthe latest ediPion o£SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorC DL 1 0.0 PSF DATE 07/13/17 to performing these fundi ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached ri gid cel I 1 ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I metal I ed per BCSI 07/13/2017 %C DL 7.0 PSF DRW CAUSR7175 17194024 n cti ons B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on Ail the Joint 0etalIs, unless noted otherwise. Refer to drawings 160A-Z for standard late OREGON f=111 P0[NJ I p positions :C LL 0.0 PSF CA-ENG BFR/RTT U I Al pi ne, a dl vi si on of I TV cul I di ng Components Group Inc. steal not be ror for baa far any devi ati on from thi s drawl ng, any Failure to build the truss In conformance with JI1/TPI 1, or for M1antlling, shi pp!ng, AN ITW COMPANY I metal I ati on w brae)ng of trusses. IG `ZLY 14,zoo4 �m TOT. LD. 42.0 PSF SEAN— 124687 . A seal on thl a drawl ng or cover pegs I l sti ng this drawl ng, I ndi Bates acceptance of prof ssl°nal s1g1',seri ng responslbl I I ty solely for the des!go shown. The sul tabl l ty and use of this drawing for any structure!s the - 8351 RovanaCircle r°sR°^elblllty of the Bunning Designer per ualrtPl 1 Sec.2. sett Tao OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see[his Job's general notes page and mese web sites: Renewal 6/30/2018 SPACING 24.0" JREF— 1W2G7175Z02 ALPINE: www.al pi mei tw.coni. TPI: www.tpl net.org: WTCA: www.sbci ntlust rya coni, ICC: www.iccsa£e.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - C1) Top chord 2x4 HF #2 120 mph wind, 23.54 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=6.0 psf, wi nd BC Webs 2x4 HF #2 :W6 2x4 HF Std/Stud: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Conti nuous lateral restrai nt equally spaced on member. 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 I oad i s 2.00. 3X5 4X5 -,- ilk: 3X5�� 3X5 1.5X4 11-8-7 9-5-15 A/ --1 8 1 1 ° .. = 4_18-0-0 2X4111 3X10= 3X5= 3X5= 3X5(B1) 1-6-0 xLL 3-3-12'1`5 5-6-6 3 9) 5-6-6 _1_ 8-8-7 11-4 I_3-3-12,1, 17-0-0 J i< 20-3-12 Over 2 Supports >1 R=882 U=99 W=3.25" R=1024 U=16 W=5.5" RL=104/-239 QED PROFS • Design Cri t: I BC2015/TPI -2014(STD) •S S's PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 41,.% 44NE . �Oa OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! (V 83294PE TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 I NPORrArrr" FURNISH THIS ORAWT NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /� REF R7175- 83758 Trusses requl re extreme care In fabricating, handling, shipping, Installing and bract ng. Refer to and follow ` 0./.."'- the � — the latest edition of BCSI (BulIding Component Safety Information, by TPI end NTCA) for safety practices prier C DL 1 0.0 PSF DATE 07/13/17 to Performing these fundi 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 cC DL 7.0 PSF ri gid ceiling. Locate ons shown for permanent lateral restrai nt of webs shall have bract ng Installed per BCSI 07/13/2017 DRW CAUSR7175 17194025 ,4 1F1I 1 sections 63. B7 or B4O, as applicable. Apply plates to each face of truss and position as shown above bove and on the Joint Details, unless noted otherwise. Refer to drawings,aoA_z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/PTT Alpine, a di vi sl on of I Building Components Group Inc. shall not be responsible for any deviation from this tlrawi ng, any fel I ore to but I d the truss I n conformance WI tM1 ANSI/TPI 1, or for handl 1 ng, shl ppl ng, 13 VLY�4,26 ,$)0 TOT. LD. 42.0 PSF SEON- 124690 AN ITW COMPANY i nstal I ate on&brace ng of trusses. np rres"'l poesi on l llty so ly°for cover e desdiig Ilshown.i ng tTie'sulrtab'I�tyand fuse ofothis drawl ng for any structure Is nthe eeell Tar�-t OUR. FAC. 1. 15 FROM BB 8351 Roma Circle response El ilty of the Rol lding Designer per ANSI/TPI 1 Sec,2. Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: Renewal 6/3012018 SPACI NG 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pl mel tw.corn: TPI: www.tpl nst.erg: WTCA: www.sbci ndustry.cum: ICC: www.I ccsafe.org 1 • THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - EGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 5 PSF Wind Ioads and reactions based on MWFRS with additional C&C member cladding on one face i n area (0) only, and 24" span on opposi te desi gn. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects allowed Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per within 12" of notches. Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 Iive 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 Iive I oad applied per IBC-15 section 1607. + Provide Iateral bracing for inset chord. Attach nai I er 4X5= at edge of Iower roof di aphragm, or use purlins at 24" oc. i' 3X7 i 11\k,111 I 10 8-3-13 10 7 i ;Ilk: �� 18-0-0 _L 3X5(81) 1-2,-13 10 0) 2X4(61) T2-- I< 6-10-0 >H 12-2-0 L 9-6-0 I 4-6-11 I 4-11-5 19-0-0 Over 2 Supports R=1000 W=5.5" R=259 PLF U=13 PLF W=5-9-8 RL=204/-204 Note: Al I PI ates Are 1. 5X4 Except As Shown. eO PROF Design Cri t: I BC2015/TPI -2014(STD) �6� FSS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .e% G. NE '0 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM WI 825 N4th Ave,Cornelius OR 97113 w'I TN1T'w FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. lil 83294PE 7 TC LL 25.0 PSF REF R7175- 83759 Trusses regui re extreme care In fabrl cat ng, handling, sill poi ng, Install l ng and bracing. Refer to and follow ss. // the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I L 10.0 PSF DATE07/1 3/1 7 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 shall have a properly attached C DL 7.0 PSF ri gi tl cel 1 i ng. Ectad ons shown for permanent Iateral restrai nt of webs shat I have bract ng i metal I ed per BCSI 07/13/2017 DRW CAUSR7175 17194026 A r, ,PEI n sections 63, BJ ur as applicable. Apply plates to each face of trusstand position as shown above and on II J the inins Details, unless noted otherwise. Refer to drawings I not for=andard plate posltlons. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I draAI wl ne, a dl veli on of 1Tw eui ldi mea Components Group Inc. sM1all not be responsible far any dept atl on from this tlrawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shippi ng, AN ITNCOMPAdJY imetallateon&bracing of trusses. 4 'Via'14.201° ® TOT. LD, 42.0 PSF SEAN- 124705 . A seal on SRI s drawl ng or cover page 1 I stl ng this drawl DR, I ndi cotes acceptance of prof sol anal anpl Marl ng s % rosponsi bi I I ty sal el y for the dell gn shown. The su1 tam I 1 ty and Use or ml s drawl ng for any structure I s the& Qtl Tar DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respansl NI I I ty of the d I dl ng Designer per ANSI/TPI 1 See,1. Sacramento,CA 95828 For more Informati an see tM1is,ob.5 general nate,page and these web saes: Renewal 6/3012018 SPACING 24.0" JREF- 1W2G7175ZO2 • • ALPINE: www.al pi mei tw.cora; TPI: www.tpi net.org: WTCA: www.sbci ndustry.cam. ICC: wwwi ccsafe.org • THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. Iii (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - EG) BotTop chord 2x6 DF-Lchord 2x4 HF 2SS 2 COMPLETE TRUSSES REQUIRED I ` t Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows w 3.00" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 76 pl f at 0.00 to 76 pl f at 9.50 i n each row to avoid splitting. TC- From 76 plf at 9.50 to 76 plf at 19.00 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 19.00 grain required in area over bearings greater than 4" BC- 1487.05 I b Conc. Load at 2.06, 4.06, 6.06 BC- 1489.21 Ib Conc. Load at 8.06,10.06,12.06,14.06 120 mph wind, 22.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 16.06,18.06 •anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wi nd I oads and reacti ons based on MWFRS. 4X8(R) III Deflection meets L/360 live and L/240 total load. Creep increase 1 factor for dead load is 2.00. 4X8# 4X8@ 3X7 i 3X7@ 10 p 10 8-3-13 I i ,., ' .. 1= MEP 1 ,, `� .418-0-0 r 6X8(B9R) 3X10 III 5X7= 8X8(R) III 5X7= 3X10 III 6X8(B9R) —3-6-3 > 2-11-14 a 2-11-14 > 2-11-14 > 2-11-14 -+- 3-6-3 ] I. 9-6-0 I 9-6-0 I< 19-0-0 Over 2 Supports R=7082 U=348 W=5.5" :e7089p2 U=377 W=5.5" ROp Desi gn Cri t: I BC2015/TPI -2014(STD) Ss PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. tie% .GtiNF �O OR/-/1/-/-/R/- Scale =. 3125"/Ft. _ Truss Components of Oregon (503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'I/• �/ 83294P 825 N 4th Ave,Comelius OR 97113 .9 gpoRTANT" FURNISH THIS ORM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. AE \ITC LL 25.0 PSF REF R7175- 83760 Trusses require extreme care In fabrl eating, handl log, shi ppl ng, Installing and bract ng. Refer to and follow aG //. the latest edition of BCS! (Building Component safety Informati on, by TPI and WTCA) for safety practices prior I L 10.0 PSF DATE 07/13/17 is to perform)ng these functions. Installers shall prowl de temporary bracing per BCS). Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cei I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I natal I ed per BCS! 7 i C DL 7.0 PSF DRW CAUSR7175 17194027 ,4 �� 1 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and posi tl on as shown above and on �/ �3 217 II the Jot nt Details, unless noted otherwl se. Refer to drawings 160A-Z for standartl late p pnsitins. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I ' Alpine, a division of ITN Bui the t Components Group Inc. shall not be responsible for any deviation from this drawl ng, any 8,blare to butru the truss In conformance with ANSI/TPI 1, or for handling, shi ppb ng, AN ITW COMPANY I natal I ati on n bract ng of trusses. G SLY 14,204 ® TOT. LD. 42.0 PSF SEAN- 124711 A seal en thl s drawl ng or cover page I I oa,ng Chis drew!ng, I nal Utes acceptance of Rrofessl ons) elgl near)RR t responsl bill ty solely for the deal gn shown. The sal tab) Ity and Dna of this drawl ng for any structure Is the S e!I Tan DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rayons!bill ty of the Rut I al ng Desi goer per ANSI/TPI 1 sec.2. • Sacramento,CA 95828 For more bnformati on see this job's general notes page and these web sites: ALP!NE: wwe.al pi mei tw.cum: TPI:ww,.tpb nst.erg.. WIC, www.abet ndustry.con ICC: www.,@@safe.erg Renewal 6130126113 SPACI NG 24.0" J REF- 1W2G7175Z02 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 120 mph wind, 20.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlookers and cladding load Wind Ioads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= io „ 1 —] 10 6-1-2 :11 1 1111 2X4(81) -. 2X4(B1) -- [1:2-1_31 11`2-13 (, 6-10-0 I 6-10-0 1 13-8-0 Over Continuous Support R=171 PLF U=17 PLF W=13-8-0 RL=16/-16 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. tQ PRO Design Cri t: I BC2015/TPI-2014(STD) .(�G� FFSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,,er=b,i?.GdNE, 600 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI" READ AND FOLLOW ALL NOTES ON THIS DRAIN RGI 825N4th Ave,Cornelius 0R 97113 IIPoRfANT•• FDRNISHTRIS DRAWINBTOALL CONTRACTORS INLLUDINGTHE INSTALLEAS. g �NATC LL 25.0 PSF REF R7175- 83761 Trusses requl re extreme c re in fabrl call ng, handling, shl poi ng, Installing and bracing. Refer to and£oil ow / the latest edition of BCSI (Building Component Safety Information, by TPI andwTCA) for safety practices prior DL 1 0.0 PSF DATE 07/13/17 to per£ormi ng these fundi 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 properl y attached rl gl d cel I I ng. Locatl erns shown for permanent I ateral restraint of webs shat I have bract ng Instal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17194028 A �0�� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 07/13/2017 All I the Joint Details, unless notetl otherwl se. Refer to drawings 160A-Z for standard plate positions. I ' Alpine, a division of ITa Building ca,ponents croup Inc. shall not be responsible£or any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fall ore to build the truss in conformance al th ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY installation N bracing of trusses. 'Via,14,2004 t• TOT. LD. 42.0 PSF SEAN- 124703 A seal on thl s drawl ng or cover pegs IIsting this drawl ng, I nth eaten acceptance of profess)onal slip natteringresponsi bili ty sol el y for the design sloven. The seal tebl I I ty and use of this drawl mg for any structure I s the $'ge 11 Tan�' OUR. FAC. 1. 15 FROM BB R351 Rovana Circle responsibility of the Building Desi goer per ANSI/1711 1 Sec.2. Sacramento,CA95%2R For more Information see chis Job's general notes page and these web sites; Renewal 6/3012018 SPACING 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pl mel tw.can; TPI: waw.tpl net.org, 11TCA: wxew sbcl ntlus[ry.com; ICC: www.iccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - KHE) 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, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outi ookers and cladding load Wi nd loads and reacti ons based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord desi gn. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch 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 A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 41h. I A. 107 10 I II 4-6-13 i 9• Ai IP 1111111 • 111111111 2X4(B1) = 2X4(B1) L1-6-0›.1 Fc 5-0-0 + 5-0-0 I, 5-0-0 ,I, 5-0-0 -,.J 1< 10-0-0 Over 2 Supports R=693 U=124 W=5.5" R=693 U=124 W=5.5" RL=126/-126 Note: All Plates Are 1. 5X4 Except As Shown. D PROR Design Cri t: I BC2015/TPI -2014(STD) **I° I �` PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. i•`. .+�(,•��`rS`A OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Ore on (503)357-2118 **WARM RNI••HEAD AND FOLLOW ALL ROTES ON THIS DRAWN INCLUDING h/0 REF R7175- 83762 825 N 4th Ave,Cornelius OR 971)13 'I SART' FURNISH THIS DRAPING TO ALL CONTRACTORS 1 NCL AI Nc THE INSTALLERS. • TC LL 25.0 PS F Trusses regulre.extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow / DL 10.0 PSF DATE 07/13/17 the latest edl tl on of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior to performing these functions. Installers shall provath temporary bracing per BCSI. Unless noted otherwl se, 41111111ktop chord shat I nave properly attached structural sheath)ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 1 7194029 rigid ceiling. Locations shown for permanent lateral eachl nt of webs shall have bracing installed per BC' ,4 O sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 07/13/2017 J I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions BC LL 0.0 PSF CA-ENG BFR/RTT AI pi ne, a di vi si on of ITV Bui I di ng Components Group Inc. shat I not be responsi bI a for any devi ati on from thl s OREGON drawing, any failure to bui Id the truss In conformance vel th AN51/TPI 1, or for handling, sh1pping, AN lrw COMPANY instau atl on x bracing of trusses 0r TOT. LD. 42.0 PSF SEAN- 124699 . A Baal on th1 s drawl ng or cover peps I 1 stl ng thl s drawl ng, I ndl eats acceptance of professional •npl ne•ri ng �/_ '210 14,'j0 ` responsl billty solely for the des)9n snewn. The sul tabill ty and use of This drawing for any structure Is the V ` DUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle response bill ty of the Bel 1 dl ng Designer per ANSI/TPI 1 Sec.2. S8 e 11 Tan' Sacramento,CA 95828 Far more nfermati on see the s;ob's general notes page and these web sites. SPACI NG 24.0" JREF- 1W2G7175Z02 ALPI NE, www.al pi neiltw.corn, TPI, www.tp1 nst.erg', wTCA, www.sbci ndustry.cam, I CC'. www.I ccsafe.org Rstirvail IR/a11N1fMA THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - K) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 /�1 4-6-13 1. 5X4 III, 4I . (81) = 2X4(61) I<-1-6-0-->1 L--1-6-0—>1 k 5-0-0 + 5-0-0 I, 5-0-0 _I_ 5-0-0 J 10-0-0 Over 2 Supports R=572 W=5.5" R=572 W=5.5" RL=112/-112 Design Cri t: I BC2015/TPI –2014(STD) ILEO PROOF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ;15 .+�_ E1.1, d' OR/–/1/–/–/R/– Scale =. 511/Ft. Truss Components of Oregon (503)357-1118 wwWARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF 87175– 83763 p w.IIWORTARF. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses extreme care i n fabrl cati n handl I n shI :111iii reduire a Component y 9' aping, Installand and;racing. etyeprto ac and fp low �j DL 10.0 PSF DATE 07/13/17 the latest edition of BCSI s. di Com t I pro Information, by TPI and'M1TCA for asst flees e, to Pchordming I these fproper!y.attached str chur Psheite temporary toms ing per all eta pr pertnoted attachide, top chord shal have properly moor pd manentu I al rel thing and bottom chordlshall have n pinstaly attached rl gl d cel I ng. Loran ons shown far permanent I ateral o each nt of webs shat have brad ng notal I ed per RG BC DL 7.0 PSF DRW CAUSR7175 17194030 esti ons 03, R/or 010, as appl I sari e. Apply pl pies to each face of truss and pusl ti on as shown above and on 07/13/2017 .4L�L' the Joint Betel l s, unless noted otherwl se. Refer to drawls 160A-Z for standard late Itl ons. ���(� i ; Alpine, a division of ITV/RuiIding Components Group Inc. shall not be responsiIt :11r any devianon from this BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to bul I d the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITWCOMPANY installation R bracing of trotter t4 TOT. LD. 42.0 PSF SEQN– 124696 . A seal on tills drawl ng or cover page I I stl ng tills drool rig, I ndl cotes acceptance of professl onal anal Oeerl ng �/_ '110 20 responsl bl I 1 ty sol el y for the reel gn shawl. Tile sui tabh 1 I ty and use of tills drawl ng for any structure 1 s the s$�"���• BUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Bull ding Oehl goer per MSI/IPI 1 Sec.2. V Sacramento,CA 95828 For more information see this 1ob.s general nates page and these web sl tee: SPACI NG 24.0" JREF– 1W2G7175Z02 ALPINE: www.al pi tel tw.com; TPI: www tai net.org; WTCA: www.sbci naustry.com; ICC: www.I ccsafe.org Qntirrd Rf8[1/,1111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - K1) 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, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5 AILS 4-6-13 o9 9-0-0 i 1. 5X4 III 2X4(81) = 2X4(81) Le-1-6-0-->) 5-0-0 5-0-0 >1 I, 5-0-0 I 5-0-0 10-0-0 Over 2 Supports >1 R=439 W=5.5" R=583 W=5.5" RL=98/-85 Design Cri t: I BC2015/TPI -2014(STD) N�fcG pi) , O ROFFS PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. f A . FF S7OR/-/1/-/-/R/- Scale =. 5"/Ft. � Truss Components of Oregon (503)357,1!118 ••WARNI NCI••READ AND FOLLOW ALL NOTES ON THIS DRAWINOI Ui TC LL 25.0 PSF 825N4th Ave,CorneliusOR97113 ••IMPORTANT•• FURBISH TNS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (/, 83294PE �• REF R7175- 83764 Trusses require extreme care in fabri cati ng, handl Ing, shi ppl ng, I nstal l l ng and bracing. Refer to and follow -fit the latest etlition of BCSI (Building Component Safety Informafion, by TPI and RICA) for safety practices prior (/( /% DL 1 0.0 PSF DATE 07/13/17 n to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unlessnoted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid eel I i ng. Locati ons shown for permanent I ateral restral nt of webs shall have braci ng nsial I ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17194031 ,4 I sections 83, 83 or B10, as applicable. Apply plates to each face of truss and position as shown above and on II o ' the Joint Dotal Is, unless noted otherwise. Refer to drawings 160A_Z for standard plate post tl ons 07/13/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I 1 Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any fall sane to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installail nn 5 bracing of Trusses. TOT. LD. 42.0 PSF SEAN- 124701 . A seal on thl s drawl ng or cover page I I stl ng thl s drawl ng, I ndl sates acceptance of profess)onel ental nearing �/_ 4/(Y 14,26 ce respond'hl I1ty solely for the tleslgn sMen. The Saltab'IIty and use of this drawl ng for any structure 1s the Val e` OUR. FAC. 1. 15 FROM BB • 8351 Rovana circle respons'b'l l ty of the Bul I dl ng Des'goer per ANSI/TPI 1 Sec.2. a II Tao Sacramento,CA95$zs For more Information see this job's general notes Page and these web si tee: SPACI NG 24.0" JREF- 1W2G7175Z02 ALPINE: www al pi mel tw.cpm; TPI: www.tpl ns t.erg; wTCA: wwwsbcl ndustry.<om; ICC: www.iccsafe.ore Rnmexal W.1/Y9f1ia THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -WIndwood Avery B plan -- VERIFY VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 19.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects Provi de I ateral wi nd bracing per ITWBCG wind braci ng details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 4X5--- : X5= 11. i i 10;011111111 ��J 111100iiik-71i: 4-6-13 4X8(R) III 5 ` 18-0-0 i --J 5 3X5(F1) 3X5(F1)a 11-2-131 11-2-131 < 5-0-0 5-0-0 5-0-0 5-0-0 < 10-0-0 Over Continuous Support R=172 PLF U=38 PLF W=10-0-0 RL=17/-17 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Eo PRO/ Design Crit: 1BC2015/TP1 -2014(STD) �K A. FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. v G1fyF SSG OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 `•WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAIRNGI (G �AQ TC LL 25.0 PSF REF R7175- 83765 825 N 4th Ave,Comelius OR 97113 'i,I IPORTANF" FURNISH THIS DRAWING TO ALA.CONTRACTORS I NCLUDI NG THE INSTALLERS. (i/ 83294PE Trusses regui re extreme care In fab,toting, handling, shl poi ng, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA)for safety practices prior - DL 1 0.0 PSF DATE 07/13/17 1. to performs ng these fundi 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 BC DL 7.0 PSF ri gid cel ling. Locati ons shown for permanent lateralrestraint of webs shat I have bract ng Instal I ed per BCSI DRW CAUSR7175 17194032 �0L=1 ( 1 sections B3, Bier B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 07/13/2017 ,4 J1 I the Joint Details, unless noted otherwise. Refer to drawings 160A_i for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT pi ne, a di vi si on of I TW Ball di ng components Group Inc. shat I not be responsi ill a for any devl ati on from this OREGON drawing, any falI ALTs to build the truss In conformance with ANSI/TPI 1, or for handling, Shl pping, AN ITW COMPANY i metal I ati on It bracing of trusses. 13 c TOT. LD. 42.0 PSF SEAN- 124694 m . A seal on till s drawl ng or cover page I I stn ng tills drawl ng, I ndl ceras acceptance of profess)olal anal nearing 4. SLI'14,26 • responsi bl I I ty sol el y for the design shown. The not teal I l ty and use of this drawl ng for any structure I s the . �'Tan OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Bus I dl ng Designer per ANSI/FPI 1 See.2. � Sacramento,CA 95828 For more I nfermatl on see this Job•n general notes page and these web si too: SPACI NG 24.0" JREF- 1 W2G7175Z02 ALPI NE: Www,al pi tel tw.can; TPI: www.tpl nst.erg; WTCA: www.sbci ndustry.con, ICC: www.i ccsafe.org Renewal 8/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 20.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= /111 10 . 7 10 . 4-6-13 II 4X8(R) III 5 L 0-6-8 15 ' 0-6-8 3X5(F3) 0 3X5(F3) L 4-10-0 . 4-10-0 J 4-10-0 4-10-0 4-10-0 4-10-0 9-8-0 Over 2 Supports R=441 U=2 W=3.5" R=441 U=2 W=3.5" RL=72/-72 Design Crit: I BC2015/TPI -2014(STD) �,�Q01:420p1. S, PLT TYP. Wave FT/RT=2B/D 0%B /4 0 16.01. ► S'i ( ) ( ) e� :, . OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ...WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAM NGI 825 N 4th Ave,Cornelius OR 97113 IFURNISHpaRrANr• FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING e INSTALLERS. TC LL 25.0 PSF REF R7175- 83766 Trusses regui re extreme care In fabricating, handling, shi ppl ng, instal l l ng and bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and WICA) for safety practices prior eiTAIMEM - DL 10.0 PSF DATE 07/13/17 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 shall have a properly attached BC DL 7.0 PSF ri gl d cei I i ng. Locati ons shown for permanent lateral restraint of webs shall have bracing Installed per BCSI DRW CAUSR7175 17194033 �0�� I , sections 63, 87 or B10, as appl i cabl e. Apply plates to each face of truss post LI on as shown above and on 07�13�2017 ,4 II I the point BetelIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Al pine, a d1 v1 s1 on of ITN Bui I di ng Components Group Inc. shat not be responsi bl a for any devi ati on from thi s OREGON drawl ng, any fall ure to build the truss In conformance with ANSI/Tel 1, or for handling, shl ppl ng, AN ITW COMPANY i neral I ati on s bracing of trusses t TOT. LD. 42.0 PSF SEAN— 124692 . A seal on tills drawing or cover paps l I sting this drawing, I ndl utas scoaptanes of professional engi neeri np 4 LN'14,20 ..e/ responsl bill ty sol sly for the design shown. 'Ti,.sul tabu I ty and use of till s drawing for any structure Is the �8 e't,war•.� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Boll dl ng Desi per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more I nformati on see this j ob•s general notes page and mese web sl tee: ALPINE: www al pi nei tor.corn. Tel: mew.tpi nst.org: WTCA: none.sbci ndustry.corn. I CC: www.I ccsafe.org Renewal 6/30/2018 SPACING 24.0" J REF- 1 W2G7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - LGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched, except as noted. Provide lateral wi nd bracing per I TWBCG wi nd bracing details or per See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the braci ng requi rements. I ength tabul ated for 2X4 studs of the same grade. 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= 1 - W1 _ 2-10-3 6 ea• LJ ll LJ 4_9-0-0 i • 2X4(A1) = 2X4(A1) 1<-2-0-0—>1 1<-2-0-0—>1 5-0-0 + 5-0-0 >I 5-0-0 I 5-0-0 10-0-0 Over 2 Supports >1 R=683 U=156 W=5.5" R=683 U=156 W=5.5" RL=74/-74 Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) 0E�PRpp�S es PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ' 'O j :, ' • OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 T** NNI H REAHIS AND FOLLOW ALL ONTRA ON S I5 DRAIN �C9 (�'$3294PE�•Q 1 TC LL 25.0 PSF REF R7175- 83767 825 N 4th Ave,Comelius OR 97113 "ITA " MINI THIS S DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regulre extreme care in fabricating, handling, shlpping, Installleg and bracing. Refer to and follow / - DL 1 0.0 PSF DATE 07/13/17 the latest edition of SCSI (Bull ding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17194034 rigid colli no. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per SCSI L��� Il , sections B3, B)or 810, as applicable. Apply plates to each face of truss position as shown above and on 07/13/2017 the oin[Details, unless noted otherwise. Refer to drawings 160A-Z for a[andard plate pose LI ons. JBC LL Q.Q PSF CA-ENG BFR/PTT AlAI pine, a di vi si on of I TW Bpi 1 dl ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s OREGON drawing, any fah l failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY I natal I ati on A bracing of trusses. c TOT. LD. 42.0 PSF SEQN- 124717 . A see, on MI s drawl ng or Cover pegs I 1 sti ng t I s drawl ng, I MI elites seeeptanse or proposal anal anal Pearl ng `Z LY 14,20 0 responsl bill ty solely for the deal gn shown. The sal tab,II ty and use or this drawing Tor any structure Is the s8 a II Tao • DOR. FAC. 1. 1 5 FROM BB 8351 Revana Circle respond b1 I1 ty of the hal I dl ng Deal gear par ANSI/TPI 1 Sec.2. V Sacramento,CA 95828 For more information see this Job's general notes page and these web sites; SPACING 24.0" JREF- 1W2G7175Z02 ALPI NE: www.al pini tw.cam; TPI: waw.tpl nst.org: WTCA_ www.sbclndustry.com; ICC' www.,ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Wi ndwood Avery B plan -- VERIFY VERI FY, OR - L) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wi nd Ioads and reactions based on MWFRS wi th additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. 4X5 —16 2-10-3 6 4-9-0-0 / 1.5X4 III 2X4(A1) = 2X4(A1) L<-2-0-0----Th-1 2-0-0—>i k5-0-0 'I` 5-0-0 'I I, 5-0-0 ,I, 5-0-0 J H.": 10-0-0 Over 2 Supports R=585 W=5.5" R=585 W=5.5" RL=66/-66 Design Cri t: I BC2015/TPI -2014(STD) CEO PROOFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PA, 8 L.:fl�'i:/\ Si, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components omeliusn (503)357-2118 ''WARNINGI••HEADANDFGLTOMALLROTESoNTHISDRAM LUDINGGI , TC LL 25.0 PSF REF R7175 83768 8ss N 4th Ave,Cornelius (03)3 "I IFORfA**• FURNI THE S OAND RG TO ALL CONTRACTORS ON T I NCLIAI NG THE INSTALLERS. Trusses require extreme care In f96rlcPto^nn, handl Yto shipping, installl�ng and;racing. ReePrto ac antl fol io / DL 1 0.0 PSF DATE 07/1 3/1 7 the latest edition of BCSI Bul l din Com t safer Informed on, by TPI d'MCA for safetyti ces ,. to perform)ng these functions. Installers snail provide temporary bracing per BCSI. Unless noted otherwl 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 BC DL 7.0 PSF DRW CAUSR7175 17194035 cert ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 07/13/2017 the Joint Beta'l s, unless noted otherwl se. Refer to drawls 160A-Z for standard late Irl ons. All ����^ I , ha p nos OREGON BC LL 0.0 PSF CA-ENG BFR/PTT II I �1 I Alpine, a y viii on of IT1Vbu Bulldi g truss Components Group Inc shall not be responsible for any deviation from tM113 drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shl ppl ng, A AN ITW COMPANY i neral I ati on a bract ng of trusses. TOT. LD. 42.0 PSF SEAN- 124714 • A Neal on thl s drawl ng or cover page I I sting this drawl I ndl Gres acceptance of profess!anal anal neer)ng (e 4/LY 14,20 e responsi bi l I ty solely Lar the design shown. The sui tabI I I ty and use of this drawing for any structure!s the8DUR. FAC. 1. 15 FROM BB . 8351 Rovana Circle respansl bill tY of the Rol l dl ng Designer per ANSI/TPI 1 sec.z. $a lg Tan e, Sacramento,CA 95828 For more I nformaa on see this Job•s general notes page and these web sites: ALPI NE: www.al pi tel tw.con: TN: www.tpi nst.erg: OTCA_ www.sbci ndustry.con: I CC. www.i ccsafe.org Renewal 8/30/2018 SPAC I NG 24.0" J REF- 1 W2G7175 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - GGE) 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, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :M1 2x3 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Right end vertical not exposed to wind pressure. allowed within 12" of notches. Do not notch i n overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind load applied per IBC-15 section 1607. braci ng requi rements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 1. 5X4 III 1.5X4 III i 5 'Il11111111111111111111111111r1 4_9-0-0 2-0-1 2X4(A1) -=- 1. 5X4 III 1. 5X4 III L-2-0-0- • I` 3-10-42 L4-0-0 Over Conti nuous Support' R=142 PLF 0=64 PLF W=4-0-0 RL=35 PLF Design Cri t: I BC2015/TPI -2014(STD) BEV PROFcs PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01. f,S4 z�l�Tjll!� '47. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 wwWARNI NGI^ READ AND FOLLON ALL NOTES ON THIS DRAIN NCI REF R7175- 83769 825 N 4th Ave,Cornelius OR 97113 "I!PORfANT" RANI SH TMI S OMNI NB TO ALL CONTRACTORS I NCLUDI NO THE INSTALLERS. TC LL 25.0 PSF Trusses require extreme care In fabrl cat l ng, handling, shipping, instal l l ng and bracing. Refer to and foil ow _ _ the latest edition of BCSI (Bull di ng Component Safety Information, by TPI and'MCA) for safety practices priorMilliala DL 1 0.0 PSF DATE 07/13/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shat I have properly attached structural sheath)ng and bottom chord shat I have a properl y attached BC DL 7.0 PSF DRW CAUSR7175 17194036 rigid cell l ng. Locations shown for permanent lateral restraint of webs shall have brae;ng installed per BCS n ,4 �0�� a secti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and puss ti on as shown above and on 07/1320 17 the colne 6eta11r unless noted otherwise, Refer to drawings 166A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT I AI pine, a di vl sl on of I TW Bui do, rg Components Group Inc. shat 1 not be responsi bl a for any tlevl flats,. on from thi OREGON drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i nstal I ati on R brae)ng of trusses. .� 44 0 TOT. LD. 42.0 PSF SEAN— 124722 . A seal on Moralneer)I s drawl ng or cover page I I stI ng thi s drawl ng, I ndl rates acceptance of profesal engl ng 4 LY 14,20 respond bill ty solely for the design shown. The sul tebl Il ty and use of this drawl ng for any structure Is the $at . DUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle reaponslblIIty or the Bullding Designer per ANSI/TPI 1 See.2. V e 11 Tao Sacramento,CA 95828 For more Information see this job's general notes page and these web sl tes: SPACI NG 24.0" J REF- 1 W2G7 1 75 ZO2 ALPI NE: www.al pi nei be con: TPI: www.tie nst.org; WTCA: www.sbci ndustry.cons I CC. www.I ccsafe.org Renewal 6/30/2018 TNI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BV TRUSS MFR. (0717072--PARR LUMBER-RI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - G) 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, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead Ioad is 2.00. 1. 5X4 III P 5 1--- 2-0-1 i J ct 9-0-0 1.5X4 III 2X4(A1) L--2-0-0--->-1 3-10-4 .1"12 -i1 H- 4-0-0 Over 2 Supports R=375 W=5.5" R=120 U=1 RL=41 • Design Cri t: I BC2015/TPI-2014(STD) FIEF PRO/�FS, PLT TYP. Wave FT/RT=2%(08/8)/4(0) 16.01. P.,::,.. 8,dirir 1 '9. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!ww READ AND FOLLOW ALL NDTES ON THIS DRANINGITC LL 25.0 PSF REF R7175 83770 825 N 4th Ave,Cornelius OR 97113 "I NPORTANT•• FURNISH SN THIS DRAWING NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 6riaNiil Trusses requl re extreme care in fabrl cat I ng, handling, shl agoing, instal l l ng and bracing. Refer to and follow _ the latest edition of.SI (Building Component safety Information, by TPI and WTCA) for safety practices prior rA _ DL 10.0 PSF DATE 07/13/17 All n 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 shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent 1 ateral restraint of webs shat I have braci ng I metal I.per RCS BC DL 7.0 PSF DRW CAUSR7175 17194037 ,4 i' �� sections B3, BT or B10, as app!I cabi e. Apply plates to each face of truss and posit!on as shown above and on n I the Joint Details, unless noted otherwise. Refer to drawings 1b0A-Z for standard late itions. 07�13�2017 I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal!ailon&bracing of trusses. a, C TOT. LD. 42.0 PSF SEQN- 124719 A seal on tins drawl nag or ewer page I I sting MIs drew!nag, I ndl ates of thi n dr of professi oral engl neer!ng 4 [Y 14,20 e respwnsl bl I 1 ty sol el y for thedl0 deal l R show!. The sul tab!I 1 ty and use of till z drawl rag for any atroetOro 1 athe �8 • DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Building Designer per ANSI/TPI 1 Seo.2. a��Ta n Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: SPACING 24.0" J REF- 1 W2G7 1 7 5202 ALPINE: www.al pineltw.com; TPI, www.tpinst.org: WTCA: WWW.sbcindustry.cow ICC: www.Iccsafe.org Renewal 8/30/20 • THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - G1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1.5X4 III II 1 5 I- 2-10-1 2-0-1 • • .II • o piJ 19 9-0-0 3X7 III 2X4(A1) L---2-0-0--->i L<----2-0-0---->i 3-10-4 -z H4-0-0 Over 2 Supports R=336 W=5.5" R=311 U=17 RL=55 CEO PROP,. Design Cri t: I BC2015/TPI -2014(STD) Ss, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 1 0r1 443114 4, 70 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-j118 **WARNI NGI**READ AND FOLLOW ALL ROTES ON IRIS DRAWN RGI SF Cr, iih 825N4th Ave,ComelmsOR97113 •*IWPORTANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. A(/ 83294PE TC LL 25.0 PSF REF R7175- 83771 Trusses regul re extreme care(tailding Component Safety Information, by TPI and WTCA) for safety practices prior in fabricating, handling, shipping, i nstal Ii ng and bracing. Refer to and follow ING the latest edition of BGSI0.0/". DL 10.0 PSF DATE 07/13/17 to performing these functi ons 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 rl al d cel I I no. Locati ens shown for permanent I ateral restraint of webs shall have bracing Installed per BCSI ^, ^� :C DL 7.0 PSF DRW CAUSR7175 1719403E T. ecti ons 83, 87 or 810, as applicable. Apply plates to each face of truss and posi ti on as shown above and on 07/13:20 1 ' the,. PetalIs, unless noted otherwise. Refer to drawls 160A-Z for standard late itlons. OREGON A (,o)�N ha p �a BC LL 0.0 PSF CA-ENG BFR/NTT I Alpine, a di vi sl on of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawl ng, any FalI ure to build the truss In conformance wl th ANSI/TPI 1, or for handl Ing, MAW ng, 9 1 AN 11-W COMPANY instalIatlon A bracing of trusses. 4 ��y 14 sod' �� TOT. LD. 42.0 PSF SEAN- 124724 A seal on thl s drawl ng or Cover page I I stl ng thl s drawl ng, I ndl cartes acceptance of professional elgl neer)ng reasons)bI l l ty sol el y tar the design shown. The sal TWA I I ty and use of This drawl ng for any structure I s the sg a��Tai DUN. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I I ty of the eel I ding Owl goer per ANSI/P1 1 sec.2. Sacramento,CA 95828 For more Information see this)ob•s general notes page and these web sites: ALAI NE: www.al pi Nei tw.con TO!,Hww tpi nst.oro w.WTGA: mow sbci ndustry.cony I GG: www.I ecsafe.erg Renewal 8/3012018 SPACING 24.0" J REF- 1W2G7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - G2) 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, wind TC DL=6.0 psf, wi nd BC • Webs 2x4 HF Std/Stud DL=4.2 psf. • 'Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive 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 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. • 1.5X4 III • 1. 5X4 :: ►� 0111111111111111111111 3-8-1 5 • ii i J _9-0-0 I 3X5(R) III 2X4(A1) L-2-0-O- L 4-2-2 _I 3-8-2 �L12 8-0-0 Over 2 Supports >1 R=523 W=5.5" R=314 U=6 RL=69/-20 EO PROp Desi gn Cri t: I BC2015/TPI -2014(STD) �f.CI% PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. ' .-s 4,...,.t.GbNF 'O Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRAW'NGI ,�TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 •'IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. /� 83294PE REF R7175- 83772 Trusses regal re extreme care In fabricating, handling, shipping, Installing and bract ng. Refer to and fol low AC go/ the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practice=prior DL 10.0 PSF DATE 07/13/17 to Performing these functl ons. Installers shall provide temporary bracing per BCSI. Unl ess noted otherwise. top chord shat I have properly attached structural sheath'ng and bottom chord shat I have a proper!y attached :C DL 7.0 PSF DRW CAUSR7175 17194039 rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing nstalled per BCSI , L��� sect'ons 83, B7 or B10, as aopplicable. Apply plates to each face of truss and posttlon as shown above and on 07/13/2017 All the Joint Details, unless noted otherwise. Refer to drawings 100A-7 for standard plate posltions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dl vi sl on of ITW Elul l di ng Components Group Inc. shall not be responsible for any devl ati on from this drawing, any fel lure to build the truss In conformance with ANSI 1, or for handling, shipping, •A AN ITW COMPANY installation,c bracing of trusses. 3 'ZLy 14t qpd� �C TOT. LD. 42.0 PSF SEAN— 124727 roup 00bi Ity sootelygfor the den cover gn Ilshown.q TThe sultablIl Ityeand terms acceptance awTnj:or'arys�ruccturre°s°thebisell Tar' OUR. FAC. 1. 15 FROM BB 8351 RBvana Circle respeasl ll ty Of the Rud l ding Deal gear per ANSI/TPI 1 Sec. �i Sacramento,CA 95828 For more I nformati on see Thi s j ob•s general notes page and these web sites: ALPI NE: www.al pi net tw.com, TPI: www.tpi nst.oro; WTCA: www.sbci ndustry.coin; ICC: www.I ccsafe.org Renewal 8/30/2018 SPACI NG 24.0" J RE F- 1 W2G7175Z02 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 II, Kzt = 1.00 2x4Brace (1) 1x4 'V Brace w (1) 2s4 'L' Brace * (2) 2x4 'V Brace 0* (1) 2x6 'L' Brace 0 <2) 2x6 'L" Brace as Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S Spruce-Pine-Fir Hem-Fir r #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0" 11' 5' 14' 0" 14' 0" 14' 0' 14' 0" ql / #2 Standard #2 Stud r #3 4' 4' 7' 2" 7' 8" 9' 1' 9' 5' 10' 10" 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard • - u r Stud 4' 4' 7' 2" 7' 7' 9' 1" 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 'r Standard 4' 4' 6' 2" 6' 7' 8' 2" 8' 9' 10' 10' 11' 4' 12' 10" 13' 9" 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*0x Cu #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1" 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 43 #3 J SP #2 4' 7' 7' 10' 8' 1' 9' 3° 9' 7' 11' 0' 11' S" 14' 0' 14' 0" 14' 0' 14' 0' Stud Stud 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' (U DFL 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, _U SPF #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 _ P 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 L U H P Stud 5' 0° 8' 9" 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0" 14' 0" 14' 0" 14' 0" 41 QJ 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 Pineaxa #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' 11' 12' 6' 13' 0" 14' 0" 14' 0" 14' 0' 14' 0' lx4 Braces shall be SRB <Stress-Rated Board). DFL Stud 5' 0' 7' 11" 8' 5' 10' 6" 10' 11° 12' 6' 13' 0' 14' 0" 14' 0" 14' 0' 14' 0' Q� r-I xlwxFor lx4 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 O #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1" 12' 7' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0" values may be used with these grades. d SPP #3 5' 6' 9' 8" 10' 1' 11' 6' 11' 11" 13' 8' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: 0 U — P Stud 5' 6' 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OStandard 5' 6' 8' 8" , 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plc' over x #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). • a 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. aj D L L Stud 5' 8' 9' 2" 9' 9' 11' 6" 12' 0" 13' 9' 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' _ Symm Attach 'L' braces with lad (0.128'x3.0' min) nails. ' ' Aboutl able Truss '1 i I 0 X( For <1) "L' brace, space nails at 2" o.c 111111. 'i. F 18' end zones and p e between zones. Diagonal brace optionsXE YEFor <2> 'L' braces: space nails at 3' o.c. In 18' end zones and 6' o,c. between zones. vertical length may be doubled when diagonal 'L' bracing must be a minimum of 80% of web memberlen th. brace Il used. Connect0 9diagonal brace for 385#at each end. Max web B1� Gable Vertical Plate Sizes total length Is 14', Vertical LengthNo Splice 2x4 DF-L #2 or Less than 4' O' 1X4 or 2X3 Greater than 4' 0', butbetter diagonal less than11' 6' 2X4 Vertical length shown bracei single ■in table nbove� 45 ordoublecut ,�,�` Greater than 10 6' 3X (os shown) at Q + Refer to common truss design for II upper end. ■ 1111:11• ■ ■ , peak, splice, and heel plates. • TT ontlnuous �,(1�'� j Refer to the Building Designer for conditions • Connect diagonal at GV midpoint of vertical web. Refer to chart above fog' -,- �,ir.''- - -�'- ter,, not addressed by this detail. waWARNINGIaw READ AND FOLLOW ALL NOTES ON THIS DRAWING: \� �i.AG%Ne„. ,0 REF ASCE7-10-GAB12030 wOINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� Trusses require extreme core In fabricating,handling,shipping,Installing and bracing. Refer to and 4/ 83294PE '9 '� follow the latest edition mi BCtI<Building Component Safety Information, er TPI and acA)for safety ai / LATE 10�01�14 practices prior to performing these Component Installers Inf providemtemporary TPI an bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs / �I -.F� D shall have bracing Installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each face , IIJI\\\V\JI of truss and position as shown above and on the Joint Details,unless noted otherwise. 07/13/2017 Refer to drawings I60A-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsibleO•for any deviation from ON thls,drawing,any fakure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 7 Mn .. TOT. LDS 60 PSE installation&bracing of trusses. IP M/ A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional 4 EY 14,24 0 engineering responsibility solely for the design shown. The suitability and use of this drawingcae7+Tan•i 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Set. s Earth City,M063045 For wm e re information see this job's general notes page and these web sites: MAX. SPACING 24.0" ALPINE: w w.alpineitw.comi TPI www.tpinst,orgi SBCA:w w.sbcindustry.orgi ICC: www.iccsafe.org GaGe ] e7, 0, 1L For Let-In VerticaLs Gable Truss Plate Sizes ASbouym.t © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 +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. iN ae 411 2X4 © © vertiI chl Example,'N4141.\ ica p typ 2X4 2X8 "T' Reinforcement Attachment Detail "T' Reinforcing 'T' Reinforcing Member Member © I © O Toe-nail - ❑r - End-nail li:k l'irammili,. . ii: O O To convert from 'L" to 'T" reinforcing members, multiply Provide connections for uplift specified on the engineered truss design. appropriate increase , multilength gable detail).(based on appprop Attach each "T' reinforcing member with End Driven NailsMaximum 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 Toenalled 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. 'T' Reinf. 'T" ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing I wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: :x264,..c, 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, 5 ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Heigt = 30 ft, Kzt = 1.00 Gable Gable Vertical SP #3 TrussSpaced At ASCE 7-10 Gable Detail ➢rawings 4' o.c. A11515ENC101014, A12015ENC101014, A14S15ENC101014, A16015ENC101014, "T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101D14, A20015PED101014, 'T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC1OL014, (1) 2x4 "L' Brace Length = 8' 7' AopriatNC 101014, A20030ENC101014, maxim EN➢101014, A20030gable 0L4 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 , 11 ���EO PROpS s K=101 ►'1 Ceiling 5 Vis% ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAVINGI REF LET-IN VERT ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and eirAlligliallil DATE 1 O/o1/1 n follow the latest editionerfmi BCSI (Building ion. nt Safety Information, a TPI and r cin) for safety DATE 1 L 1`t practices th pylar to performing these functions. InstallerstSof shall provide temporary bracing per BCSI. T� /- r-T� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char BRWG GB L LET IN1014 shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/13/2017 [LI D=11 M r shall have bracing installed per 07/1sectionsB3, 0, le. Apply trusspositionas and on the07Joint Details, p noted otherwise.plte (�pC Refer to drawings 160A-Z for standard plate positions. 07/M9ON AN TW COMPANY Alpine,a division of ITS'Building Components Group Inc. shall not be responsible For any deviation from I J'1 r this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, /_ '1/LY 2Q� Installation& bracing of trusse Y�a� 14 t0 M�'X. TOT. LD. 60 PSF A seal on this drawing orcover r page listing this drawing.Indicates acceptance of professional �8 engineering responsibility solely for the design shown. The suitability and use of this drawing e►!Tai ' :,,LR. EAC. ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 Far w re Information s e this jab's general notes page and these web sites: Renewal 6/30/2018 KAX, SPACING 24.0" ALPINE' w alpineltw.comi TPI ewww.tpinstorgi SBCA' w w.sbcindustry.orgl ICC' www.iccsafe.org ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Residential Goole 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 106 box or gun (0.128" x 3", min,) nails 8 6" o,c, 1 I • V%, 2X4 Blocking nailed to 45° sheathing and 124mpx ip each truss (TyH iiillikilik\- ®1 _MxulIir ®—®_®_®__Iul1II,i .iiimmommmmmoimisommominmib2X4 DF-L #2H/2 agrace, 111` ontinuous Bearing — 2x6 #2 Stiffback attached to each (riseO PROFS Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, `,,S GINS of wwWARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! /0 $3294P'E�' 9 REF GE WHALER wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. M Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to antl follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/13/2017 Li )-I� l][E shall havebracinginstalled per SCSI sections B3, B7 or B10,vs applicable. Apply plates to each face lull\\V III of trussand position as shown above and on the Joint Details, unless noted otherwise. RC/� L �J Refer to drawings l60A-Z for standard plate positions. /7/�Iy yQN Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from13 '/ //��a, AN MA/COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI L,or for handling, shipping, 4 `ZLY14,20� c/ MAX. TOT. LD, 60 PSF an Installation 4 bracing of orusoe 6' '� A seal an this drawing or cover-page listing this drawing,Indicates acceptance of professional eel!Tar engineering responsibility th sows for the design shown. The suitability and use of this drawing V {w 13389 Lakefront Drive for any structure is the responsibility of the Building Designer-per ANSI/7P'1 Sect. Earth City,MO 63045 For core information s e this job's general notes page and these web sites. Renewal 8/80/2018 l'1HX, SPACING w. ALPINE, www,alpineltcomi TPI, .a www.tpinstrgi SBCA, w w.sbcindustry.org, ICC. www.lccsafe.arg C R Rein - orcing veHoer SL, cs Li LL, Lion T-Reinforcer'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-Reinforcement: or reinforcement method is desired, L-Reinf. ,01 ,` Apply to either side of web narrow face. ,, Attach with lOd (0.128'x3.0",min) nails , at 6" o,c, Reinforcing member is , Notes a minimum 80% of web ,, member length. A This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , in L reforecement or scab reinforcement. A Alternative reinforcement specified in chart below may be conservative. .. For minimum alternative reinforcement, re-run design with appropriate = \/ reinforcement type. /X\1 T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Rein-Porcement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 10d (0128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 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. (31E) Center scab on wide face of web, Apply (1) scab to each L ,(� face of web, p PROptscr O*NFF 'OZ wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAVINGI 83294PE - LL PSF REF CLR SuIOst. SOINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to andletitar," T� follow the latest edition of HCSI CBuitding Component Safety Information,by TPI and SHCA] for safety 1, DL PSF DATE 10/01/14 prnctices 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 07�13�201� (' DL PSF DRWU BRCLBSUB1014 shall hove o properly attached rigid telling. Locations shown for permanent lateral restraint of webs D�-Ni_ shall have bracing installed per BCSI sections B3, B7 at H10, as applicable. Applyoplates to each face OREGON BL LL PSF N of truss and position as shaven above and on the Joint Details, unless noted otherwise. l u Refer to drawings 160A-z for standard plate positions. /17I r AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any devsipptpn from L 0 �l LTI. PSF this drawing, ny failure to build the truss In conformance with ANSI/TPI Lor for handling, shing, 4_q 14,1 L Installation & bracing of trusse A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional LY Tao t engineering responsibility solely For the design shown. The suitability and use of this drawing ,lJ R, FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per-ANSI/TPI I Se www.l Csafe�ar SPA Earth City,MO 63045 For more information see this job's general notes page and these web Renevve1613012018 ALPINE. www.nlpineltw.conl TPI ewww.tpinst.orgi SUCH. www.sbclndustry.orgl ICC g PACING • Gable Stud ReinPorcernent Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace . (1) 1x4 "L" Brace x (1) 2x4 "L" Brace a (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace a (2) 2x6 'L' Brace xx Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces -Group A Group B Group A Group B Group A Group B Group A Group B Group A !Group B Group A, #1 / #2 4' 10" 8' 2' 8' 6' 9' 8' 10' 1' 11' 6" 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir P #1 / #2 Standard #2 Stud #3 4' 7' 7' 9' 8' 3" 9' 7" 9' 11' 11' S° 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard CD O Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0° 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10" 13' 10" 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern Pinexxx QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 —A SP #2 4' 10" • 8' 2' 8' 6' 9' 8" 10' 1' 11' 6' • 12' 0' 14' 0' 14' 0° • 14' 0" 14' 0" stud stud Standard Standard d▪ - #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' (U D F L Stud 4' 8' 7' 0' 7' 5" 9' 3° 9' 11° 11' S" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 7' 6' 2' _ 6' 7' 8' 2' 8' 9" 11' 1" 11' 10" 12' 10" 13' 9' 14' 0' 14' 0' Group B: U r #1 / #2 5' 6' 9' 5' 9' 9" 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir - r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0" 13' 7° 14' 0' 14' 0' 14' 0' 14' 0" #1 & Btr U u r Stud 5' 3' 9' 3' 9' 7" 10' 11° 11' 4' 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 CD O r Standard 5' 3' 8' 1" 8' 7" 10' 10" 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern Pineww #1 5' 9' 9' 6' 9' 10" 11' 3° 11' 8' 13' 4' 13' 10" 14' 0' 14' 0" 14' 0" 14' 0' #1 #1 ▪ SD #2 5' 6" 9' 5' 9' 9" 11' 1" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' #2 #2 #3 5' 5' 8' 6" 9' 1" 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 1x4 Braces shall be SRH (Stress-Rated Board), Stud 5' 5" 8' 6" 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0" 14' 0' 14' 0' 14' 0' _ xxxFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0" 13' 7' 14' 0" 14' 0' 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B O #1 / #2 6' 1' 10' 4' 10' 8" 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, d SPL #3 5' 9" 10' 2' 10' 7" 12' 0" 12' 6' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' • 14' 0' Gable Truss Detail Notes, LD U — F Stud 5' 9" 10' 2" 10' 7" 12' 0' 12' 6° 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' Wind Load deflection criterion Is L/240. OStandard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4" 10' 6" 10' 10' 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 6' 1' 10' 4" • 10' 8" 12' 2' 12' 8" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10" 10' 6" 12' 1' 12' 7" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, r-+ D FL Stud 5' 11' 9' 10" 10' 6" 12' 1' 12' 7" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' • Standard 5' 9' 8' 8' 9' 3' 11' 7" 12' 5" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm in Attach 'L' braces with l0d (0.128'x3.0' min) nails. ' ' About i 11 able Truss 11 " 1 41 X For (1) 'L' brace. space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option: �� �E�EFor (2) 'L" braces, space nails at 3' a.c. E■ n 18' end zones and 6' between zones. vertical length may be ■ T doubted when diagonal 18° X( 1 iiimpb 0 'L' bracing must be a minimum of 80% of web brace Is used. Connect Y� 0 member length. diagonal brace for 335# at each end. Max web Brace �4* Gable Vertical Plate Sizes total length is 14'. �- `r , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 Greater than 4' 0', but 2X4 better diagonal less than 11' 6' Vertical length shown bracei single 18" V table above. or double cut �E +Q 0 Greater than 11' 6' 3X ' 45' (as shown) at L_ I�, O + Refer to common truss design for upper end. e 1"I peak, splice, and heel plates. Y / / / �ontlnuaus g,_.r %AQP O"L� Refer to the Building Designer for conditions Connect diagonal at (�V'� C� ' midpoint of vertical web. Refer to chart above For : G ! ' , 1. not addressed by this detail, DDWARNINGIxx READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF ASCE7-10-GAB12015 xxIMPORTANTxx FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and trAll; 111 follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety , LATE 1070114 practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. T� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 ,m shall have a properly attached rigid ceiling. Locations 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 0']/13/201'] Q of -trussand position asshown above and on the Joint Details,unless noted otherwise. i L efer to rawings 160A- sat standard plate positions. OREGON Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from ild ith ANSI/TPI L AN ITW COMPANY for nnyling responsibilityesoesyon this drawing or vfo the design Building aTheiguit beityAand use 1 Sec.2.er page Listing this drawing,indicates acceptance of drawing professional �G*lien � 17 ',Tar :nstallatian e,brac;n t 5AX. TOT LD, 60 PSF A cture ity of r engineeringe •` --- Earth1338 Lakefront Drive For more information see this job's l notes and these web sites. Earth City,M063045 jo genera wsbcindustrMLX, SPACING 24,0" ALPINE: wwwalpineltw.coml TP[ewwwtpinst.orgl SBCAi ww y.orgl ICC: wwwaccsafe,org RenewalBIaaso�a