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Plans mS Wit-— 00-4C1 14,1 C k\c -! .'AJ .) '('mc\ kc1c " RECEIVED AUG 1 201? CITY OF TIGARD BUILDING DIVISION l''' 57'1" F5'1" 4". I 38' I 10' ---I GGE 1 1 AGE ■Tial ix a., I N - m w • IEEE I _ 00 °' rll■III _ 1 z 1_7 - ■I!■!, r o■■I■I■� illi■■■i■i MI SI ■moi` ■■1 ►i W�- m = I� . 7 II,■ m CO co m ■li=1■I1•11111,r7I D 1 III .13ii rill hi , I m iH 11 8 m co Is. a — I e ,TRUSSES ARE STUBBED TA• H5. —4.-6.1" I iyl I titH1NU IHt UHtiLt Rt I 10' i-- o Customer: PARR LUMBER-HILLSBORO II "NI o Deso. - Windwood Avery B pion ilulaiillgrl o m CO ADDRESS: VERIFY o z Designed by: BILLY BREESE 0 N •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W2G7175Z0213141914 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 PRO/: Engineering Software: Alpine proprietary truss analysis software. Version 16.01. FS's Truss Design Loads: Roof - 42 PSF @ 1.15 Duration 4p �O Floor - N/A O 1(/ 83294PE p Wind - 120 MPH (ASCE 7-10-Closed) C Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of / `Zcr�a,socP 0 record, as defined in ANSI/TPI 1. *eel,Tans 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R . -I ,;.rt,,,zym 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-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :M9, M10, M11, M12, M13, M14, M15 2x4 HF #2: 120 mph wind, 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 desi gned to support 1-6-0 top chord outl ooker 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 i n overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per braci ng requi rements. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.} @ 6" OC. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor 5X5 for dead load is 2.00. 0 T 3X5% JJ ' II 3X5 1. 5X4(**) III 1 G 1 i 1.5X4(**) III • d e i � 1 j i 'i i 11-8-7 • hill\ Ai ' :3 1—' :111 : : I° 1$ I: I: ■■ - 01 18-0- 3X5(B1) = 3X5= 3X5(81) R=164 PLF U=8 PLF W=34-0-0 RL=10/-10 PLF 1-6-0 • L— 17-0-0 ...L_ 17-0-0 J 1< 34-0-0 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. p pRp Design Cri t: I BC2015/TPI -2014(STD) OL FFSS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. H . Z.O01E� /p OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIww READ AND FOLLOW ALL NOTES ONTHISDRAIN NGI 0 <!r REF R7175- 83753 825 N 4th Ave,Cornelius OR 97113 '9 TANT.• FIARI SH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC L L 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow /- DL 10.0 PSF DATE 07/13/17 the latest edition of nct1 nsull I sq lIersnsht I Safety Ieftempoion, by TPI and WrCAI for safety practi pri or . 4111116 to Performing I have Fpropions. (achests ctur Provide temporary braci ng per of eta ps noted!y attachide, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cel I I no. Locati ons shown for permanent I ateral restraint of webs shal I have bran ng i notal I ed per Ecsl ^� :C DL 7.0 PSF DRW CAUSR7175 17194020 A 11 �O` , secti ons 83, 87 or 1310, as appl I cabl e. Apply plates to each face of truss and posi ti on as shown above and on 07/13/201 J INI the,iolnt retails, unless noted otherwise Refer to drawings 160Ad for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I AI pine, a di vi sl on of 1 TM Bul 1 di rg Components Group Inc. shal no[be responsi bl a for any reel ati on/ran tri s 1 drawing, any failure to bulld the truss in conformance with ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMPANY I notal ati on N bract ng of covertrusses. 3 "+/�r 1a,zpe t0 TOT. LD. 42.0 PSF SEAN- 124678 . A Neel on tnl s drawl nD or cover pogo I I sti ng TN s drawl ng, I ndl cat.,acceptance of professional engineer'ng e ponrespontlbll Ity ori the Mnull ding Des! per ANSI The(TPI tab'0.2 and use of tNN drawl ng for any structure IN the �$p"TWA . OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle r V 1 P,e Sacramento,CA 95828 For more information see tri s j ob•s general notes page and these web sites: ALP(Nr: www.al pi nal tw.corn; TPI:.www.tai not.org: wTCA: www.sbci ndustry.corn. ICC: www.I cesafe.org Renewal 8/30/2018 SPACING 24.0" J RE F- 1W2G7175Z02 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -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 Ioads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load • applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. • 5X5= 0i T 8 r 1. 5X4 of 1. 5X4�� ill ee ee 11-8-7 Alk Ali - •• ,\ 18-0-0 1 5X5(A2) = 3X7-- 5X5(A2) 1-6-0 I. 5-11- 8-7 -11 $4 8 7 5-6-6 -I-8-3-95-6-6 39-6-6 5-6-6 8-3-91- 5-6_6 ...L.. 8_8_57-11-4 ,1 17-0-0 ,L 17-0-0 ,I r 34-0-0 Over 2 Supports R=1487 U=59 R=1624 U=72 W=5.5" RL=221/-212 Note: Al I Plates Are 3X5 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) at1 PROFFS PLT TYP. Wave FT/RT=2%D(0%)/4(0) 16.01. 1R ,S , , E S OR/-/1/-/-/R/- Scale =. 1875"/Ft. *WARNI NGI" READ AND FOLLOW ALL NOTES ON THIS DRAR7 RGI TnassComPonentso(Oregon (503)357-2118 �(g TC LL 25.0 PSF REF R7175- 83754 825 N 4th Ave,Cornelius OR 97113 .•I NPORTANT•• FORNI SH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses Ire extreme care In fabrl satin handl shi og redo n, g, apion, iystaIlind and bra, etyer t and fplior .... 0,„..- ..i DL 10.0 PSF DATE 07/13/17 11:11iiiii0 the latest edition of BCSI (BuilI ng Component Safety Infoematl on, by TPI and WTCA)for safety practi ces prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, — [op 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 Bc BC DL 7.0 PSF DRW CAUSR7175 17194021 ,4 MI se tions B3, B)or B10 as applicable. Apply plates to each face of trusstandposition as shown above and on I the Jolnt Details, unless notedotherwise. Refer to drawings 16/A-z for s andard plate positions. 07/13/2017 BC LL 0.0 PSF CA-ENG BFR/PTT I Alpine, a division of ITW Bulldlrg Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any failure to bol I the truss In conformance vel th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i nstal I ati on w bracing of trusses. TOT. LD. 42.0 PSF SEON- 124680 . A seal on thl s drawl no or cover page I I stl ng thl s drawl ng, I ndl sates acceptance of profess'ons' engl near'ng �/_ �(,y 14,20° t4) respond DI l l ty solely for the deal gn sham. The sol tabl Iity and use of this drawl ng for any structure Is the V_q ` OUR. FAC. 1. 15 FROM BB 81s1 RovanaCircle responslbl I Ity of the Bul Iding Deal gner per ANSI/TPI 1 See.2. V 8e11 Tan• ' e Sacramento,CA 95828 For more nformati on see Mls Jobs general notes page and these web alts,: SPACING 24.0,' JREF- 1W2G7175Z02 ALPI NE: www.al pi neitw.corn, TPI: www.tui net.org; WTCA:'www.sbci ndustry.corn. ICC. www.I ccsafe.org Pamirs'R/AN9111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-I-II 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: Wind Ioads and reactions based on MWFRS with additional C&C member Cal cul ated hori zontal deflection i s 0.20" due to I i ve Ioad and 0.15" design. due to dead I oad. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 5X5= 3X5�� T aj ' 3X5�i B r 5X10�� 3X5% 3X5o� 1. 5X4 .' 11-8-7 I --18 � 4 6X8= a ' N. Pa _ iiiii o1 B3 +18-0-0 1 5X5(A2) = 3X5= 3X7= 5X7 3X7(F1) 1-6-0 Fc 5-11-4 8-8-7 _L 5-6_6 _1-8-3-9-6-6 --I 2911 8I- 6-11-4 14.. 7-3-0 J 17-0-0 ,I, 17-0-0 19-11-8 T 6-9-8 T 7-3-0 .c 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) Ft PROFFS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. i.` /11k° PLT S OR/-/1/-/-/R/- Scale =. 1875"/Ft. "WARNI NGI`• READ AND FOLLOW ALL NOTES ON THIS DRAM NGI Truss Components of Oregon (503)357-2118 '4!PORTANT" FURNISH TOS DRARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. h TC LL 25.0 PSF REF R7175- 83755 825 N 4th Ave,Comelius OR 97113 (V Trusses require extreme care In fabricating, handl Ing, shipping, Installing and bracing. Refer to and foil ow the latest edition of BCSI (Building Component Safety Information, by TPI and ATCA) for safety practices prior y / DL 1 0.0 PSF DATE 07/13/17 to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise. top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ens shown for permanent I afetal restrai nt of webs shat I have bract ng I metal I ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17194022 ' secil ons B3, BT or B10, as applicable. Apply plates to each face of truss and pest ti on as shown above and on ��O` J the Jol nt Detai Is, onl ens noted ntherwi se. Refer to drawl ngs 16/A-Z for standard plate positions 07/13/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a dI vi sl on of I TW Bui I d1 ng Components Group Inc. shat I not be responsl bl a for any devi ati on from MI s OREGON drawl ng, any failure to bul I the truss in conformance with ANSI/TPI 1, or for handl ing, shipping, AN ITWCOMP4NY instarlations bracing of tresses 46 t TOT. LD. 42.0 PSF SEQN- 124682 . A seal on till s draw ng or cover pops 1 I sting thl s drawl ng, I ndl eaten aaaptenea of profess)opal anpl ne.rl ng 13 II,`LCY 14,to t0 respond bi l I ty sot el y for the deal gn shown. The sui tab)I I ty and use of Ohl s drawl ng for any structure I s the s$a it Tai• OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response IP I I ty of the Bull dl ng Designer per MSI/IPI 1 Sec.2. Sacramento,CA 95828 For more Information see this j ob•s general notes page and these web sites: SPACI NG 24.0" JREF- 1W2G7175Z02 ALPI NE: www.al pi mel tw.coma TPI: www.tpi nst.org. RICA: www.sbcl ndustry.com, ICC: www.i ccsafe.org Rormlval A/11HN11A THI S DWG PREPARED FROM COMPUTER INPUT (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 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: Wind loads and reactions based on MWFRS with additional C&C member Cal cul ated horizontal deflection i s 0.20" due to I i ve Ioad and 0.15" design. due to dead I oad. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 5X5 3X5' 3X5�i 3X5iiiiii'L dill! 3X5�� 1.5X4 D\ 11-8-7 Ja bX8�� 6X8= 6318-0-0 1 ••• ,-, ' 3X5= 3X7= 5X7= 5X5(A2) = 3X7(F1) 1-6-0 1-6-0 5-11-4 5-6-6 9-1 6-11-4 J— 7-3-0 8-8-7 i� 8-3-9 12-11-8 I 14-0-8 < 17-0-0 J, 17-0-0 19-11-86-9-8 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 QED PROp& Design Cri t: 1 BC2015/TPI -2014(STD) do S'�+ PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .A% eaNFF /0 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! (� a3294PE TC LL 25.0 PSF REF R7175- 83756 _ ••I WPoRTANT•• RANI SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97113 /. i Trusses regulre extreme care In fabricating, handling, shipping, Installing and bract ng. Refer to and follow C DL 10.0 PSF DATE 07/13/17 the latest ng tionof BCSInctl (Buil I ng lIComponentsha Safety de tempoiar, by TPI and W(CA)I For lessty practi prior n to Performing these functions. Installers shall Provide ng and bracing per alI Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shave brae n properly attached SC ;C DL 7.0 PSF DRW CAUSR7175 17194023 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing shown I edabove per BC SI 07/13/2017 ��� sections 03, al or 610, as aopplicabl e. Apply plates to each face of truss and puss ti on as shown above and on l I the,Dent OctalIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT AI pi ne, a di vi si on of I TW Bul I dl,g Components Group Inc. shat I not be responsi bl e for any tlevl ate on from tM1i s N- tlrawl ng, any Fal I core to but a tl the truss I n conformance wi th ANSI/TPI ,, or for handl i ng, she ppl ng, v�1(14t 28� 0 TOT. LD. 42.0 PSF SEON- 124685 • AN ITW COMPANY l natal I ati on brace ng of trusses. . A seal on tM s drew!ng Sr ewer page I I sting the s drawl npshown. I aril cotes acceptance of profess'anal rapt neer)ng 4 reapwnl bill ty solely for the design shown. The sun tail II ty and use of this drawing for any structure Is the *eel'Tao DUR. FAC. 1. 15 FROM BB 8351 Rosana Circle responsl bl I I ty of the&11 I dl ng Designer per ANSI/IPI 1 See.2, Sacramento,CA 95828 For more Information see phi s i ob•s general nates page and these web sloes: Renewal 8/30/2018 SPACI NG 24.0" J REF- 1W2G7175Z02 ALPINE: www al pi net tea.con; TPI: www.tpi net.org: RICA: www.sbci ndustry.con: ICC. www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -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, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd 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 Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= **/# 8 r 1. 5X4 1.5X4�� IIIPA1411%4NN%4411)1*. 11-8-7 —I8 .4007 — — .. _ - 18-0-0 1 5X5(A2) = 3X7= 5X5(A2) 1-6-0 • 5-11-4 j 5-6-6 -1- 5-6-6 _-c 5-6-6 . 5-6-6 5-11-4 8-8-7 i� 8-3-9 8-3-9 8-8-7 17-0-0 17-0-0 J 1< 34-0-0 Over 2 Supports R=1493 U=59 W=5.5" R=1618 U=72 W=5.5" RL=221/-212 Note: Al I Plates Are 3X5 Except As Shown.Design Cri t: I BC2015/TPI -2014(STD) � �� O PROF-. _ D D16.01. 14% N PLT TYP. Wave FT/RT-2/0(0/0)/4(0) FF O OR/ /1/ / /R/ Scale =. 1875"/Ft. 4. Truss Components of Ore on (97113503)357-2118 **WARM NGI w' READ AND FOLLOW ALL NDTFS ON THIS DRAWI NGI 825N4th Ave,CorneliusOR971�13 "IIPORTANT'• FURNISH THIS DRAW'NG TO ALL CONTRACTORS INOLUOING THE INSTALLERS. t(/ 83294PE �TC LL 25.0 PSF REF R7175 83757 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ,/ C DL 10.0 PSF DATE 07/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I 4111164, „ to performing these fund)ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gid cel I I ng. Locatl ons shown for permanent I atonal rostral nt of webs shat I have bract ng I natal I ed per BCSI 07/13/2017 C DL 7.0 PSF DRW CAUSR7175 17194024 ,4 L� the Jol nt Dotal l s, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I I Alpine, a division of ITN Building Components Group Inc. shall net be responsible for any deviation from this OREGON C LL 0.0 PSF CA-ENG BFR/PTT drawl ng, any fall ure to build the truss In conformance vel th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i natal I ati on a bract ng of trusses. 143-14,041P 0 TOT.LD. 42.0 PSF SEON- 124687 . A seal on dhl s drawl ng or cover page I I st1 ng tills drawl eg, I nil cedes acceptance of professional enpl near)ng 4s w • respo0sl Di n ty eel el y for the deal gn shown. The eel tabs n eil ty and use of this drawl ng for any structure I s the ,�TaOUR. FAC. 1. 15 FROM BB 8331 Roma Circle responsl bl I 1 ty of the Sul I dl ng Oesl g ler per ANSI/TPI 1 Sec.2. Sacramento,CA 95818 For more I nformatl on see this J ob.s general notes page and these web si tea, Renewal 6/30/2018 ALPINE, www.al pi mei tw.coTPI, www.tpi net ore; WTCA, www.sbci ndustry.com; ICC: www.i ccsafe.org SPACING 24.0" J REF- 1 W2G7 1 7 5202 m; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -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 Ioads and reactions based on MWFRS with additional C&C member desi gn. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead load is 2.00. • 3X5 4X5= 8 huh . _: 3X5�� 3X5�� 1.5X4 11-8-7 IIA\ 9-5-15 11 +18-0-0 3X10 2X4111 = 3X5= 3X5 = 3X5(61) 1-6-0 3-3-12 5-6 8-3 9_I_ 5-,6�6 'I' 8-8-7 5-11-4 i_3-3-12`1__ 17-0-0 J 20-3-12 Over 2 Supports >1 R=882 U=99 W=3.25" R=1024 U=16 W=5.5" RL=104/-239 EO PROFF Desi gn Cri t: I BC2015/TPI -2014(STD) .(1GCSs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .4%. f 6 N ' �O OR/-/1/-/-/R/ Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 w'WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI ilf IATC LL 25.0 PSF REF R7175- 83758 825 N 4th Ave,Comelius OR 97113 ••1NpORTANTw• PORN!SH THIS DRAWING TO ALL CONTRACTORS INCLIAING THE INSTALLERS. �� - Trusses requl re extreme care I n fabri call ng, handling, shl ppi ng, I nstal I i ng and bract ng. Refr to and fol Cl ow C DL 10.0 PSF DATE 07/13/17 the latest edition of BCSI (eui ldi ng Component Safety oYWCA)t]on, by TPI and CA) for safety practices prior T. to perform]ng these functions. Installers shall provide do temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 07/13/2017 :C DL 7.0 PSF DRW CAUSR7175 17194025 sections B3, B7 or B10, as applicable. Apply plates to each face of truss position as shown above and on ,4 LOU^ I I, the,nint Details, unless noted otherwise. Refer to drawings'WOW,for=tandard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT ( V Alpine, a division of 11W Building Components Group Inc. shall not be responsible for any deviation from this 1 drawl ng, any fol lure to but Id the truss In conformance with ANSI/TPI 1, or for handl l ng, Shipping, AN ITW COMFPNY installation a braci ng of tresses. 41LY 14,20' 0 TOT. LD. 42.0 PSF SEAN- 124690 A seal on thl s drawl ng or cover page I I stI ng thl s droll I ndi cotes acceptance of profess!mel eng1 neer)ng '21E311 N m respsl bill ty solely for the deal gn shown. The sul tab"II ty and use of this drawing for any structure Is the S1 a 11 Tan DUR. FAC. 1. 15 FROM BB 8351 Roma Circle responsi bl I I ty of the Sul I dl ng Des'gner per VLSI/rel 1 Sec.2. Sacramento,CA 95828 For more i nformati on see Shi s)ob•s general notes page and these web sites: ALPI NE: www.al pi mei tw.Com: TPI: wane tpi east.erg: WrCA: www.sbcl ndustry.con; ICC: www.i ccsafe.org Renewal 8130/2018 SPACI NG 24.0" J REF- 1 W2G7175Z02 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -WI ndwood Avery B plan -- VERIFY VERI FY, 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 loads and reactions based on MWFRS with additional C&C member cladding on one face in area (0) only, and 24" span on opposi te desi gn. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects allowed Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per within 12" of notches. Do not notch in overhang or heel panel. 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 braci ng requi rements. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. + Provide lateral bracing for inset chord. Attach nailer 4X5= at edge of I ower roof di aphragm, or use purlins at 24" oc. . 41 :. 3X7 4i 7 10 8-3-13 10 1-- 1111111111i111111111111 i 111611 ir. 4_18-0-0 _L 3X5(61) = 2X4(B1) 1-2-13 (U) 1-2-13 10-8-12 Fc 6-10-0 + 12-2-0 9-6-0 ,I, 4-6-11 ,I, 4-11-5 J f' 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. �Ep PROp Design Cri t: 1 BC2015/TPI -2014(STD) ,c S's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. I eG-0 ,GIANF� �O OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NG!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! (CeREF R7175- 83759 825 N 4th Ave,Cornelius OR 97113 '*I IWOHTAHr*' FURII SH THIS DRAM NG TO ALL CONTRACTORS I NCLDDI NG THE INSTALLERS. 83294PE TC LL 25.0 PSF Trusses regal re extremec are in fabricating, handling, shi ppi ng, InstalIIng and bracing. Refer to and Vol le �� L 1 0.0 PSF DATE 07/13/17 the latest edition of BCSI 'M (Buil ding Component Safety Information, by TPI and CA) for safety practices pri or to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Addiihk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 01 :C DL 7.0 PSF DRW CAUSR7175 17194026 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 07/13/27 A �0�� '1 sect!ons 03, B)or 010, as applicable Apply plates to each face of truss and position as shown above and on L 1 I the Jol nt betel l s, unless noted otherwl se. Refer to drawl nes 160A-Z for standard plate post ti ons. Alpine. a division of ITV Hui l di ng Components Group Inc. shall not be responsible for any devi at on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure tothe truss In conformance with ANSI/TPI 1, or for handl lng, shl ppl tg, 154, C�,14t.j0� 0 TOT. LD. 42.0 PSF SEON- 124705 R AN W COMPANY i nstal I ati on a brati ngof f trusses.trusses. -Q rxpons ni l l Ty sure drawing or the er respagen I!sting till Thesmdrawiul ng, I tIndnd Luse ofaepi s drawl rptance of prfor ofesanynstrucl nnure 1 snBha v 8351 RoyanaCircle responsibllIty of the Roll ding Deelotter per ANSI/TPI 1 Seg.2. *eel!'ran OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more,nformati on see this iob.s general notes page and these web ai tem: Renewal 613W2018 SPACI NG 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pi mei tw.corn; TPI: www.tpi nst.erg: WTCA: www.sbci ndustry.corn, ICC: www.l ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Wi ndwood Avery B plan -- VERIFY VERI FY, OR - EG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED 1 ` 1 Bot chord 2x6 DF-L SS 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 @ 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 plf at 0.00 to 76 plf at 9.50 i n each row to avoi d spl i tti ng. 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 I b 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 II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wi nd loads and reacti ons based on MWFRS. 4X8(R) III Deflection meets L/360 live and L/240 total load. Creep increase PU factor for dead load is 2.00. , 4X8# 4X8$ 3X7 i N 13X7$ 10 p 7 10 8-3-13 ., .,_ /I ♦/ +18-0-0 i 6X8(B9R) 3X10 III 5X7= 8X8(R) III 5X7= 3X10 III 6X8(B9R) H 3-6-3 + 2-11-14 >I< 2-11-14 + 2-11-14 4, 2-11-14 T 3-6-3--->1 9-6-0 I 9-6-0 ,I l 19-0-0 Over 2 Supports R=7082 U=348 W=5.5" R=7892 U=377 W=5.5" Ep PROp Design Crit: I BC2015/TPI —2014(STD) •<<G `SS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. •e°-0 .GMNF4.� O OR/—/1/—/—/R/— Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI..READ AND FOLLON ALL NOTES ON THIS DRAWING' 825N4th Ave,CorneliusOR97113 '11,1pORTANT`w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. g 83294Pe T!�TC LL 25.0 PSF REF R7175— 83760 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol Iow I / L 10.0 PSF DATE 07/13/17 The latest edl tl on of BCSI (Bui l dl ng Component Safety Informatl on, by TPI and WI-CA) for safety pro )ccs prl or 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 aproperly attached rl gid cel I i ng. Locatl ons shown for permanent I ateral restrai nt of webs shat I have bracinng instal I ed per BCSI 07/13/2017 :C DL 7.0 PSF DRW CAUSR7175 17194027 sections B3, B7 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and on ,4 FAIN ; the Joint BetelIs, unless noted otherwise. Refer to drawings 1b0A-7 for standard plate positions. OREGON BC LL 0.0 PSF CA—ENG BFR/RTT Al pi nen a di vi si on of I TV Bui!di ng Components Group Inc. shat I not be respond bl a for any devl ati on from thi s drawl ng, any fol l ure to build the truss In conformance wlth ANSI/TPI 1, or for handling, shipping, C. AN ITWC.OMPANY Installation x bracing of tresses. 410.14,2646 0 TOT. LD. 42.0 PSF SEAN— 124711 _ A seal on thla drawing or cover page I I stl n9 this drawing I cotes acceptance of professional engi neer1 ng38011 _ reopens'bill ty sol el y for the design shawl. The sul tees I I Ma ty and use of thl s drool ng for any structure I s the S8 g�'Tan DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsIbl l I ty of the DUI I ding Designer per ANSI/TPI 1 5ee.2. Sacramento,CA 95828 For more information see this iob.s general notes page and these web sl tea: Renewal 6/30/2018 SPACING 24.0" JREF— 1W2G7175Z02 ALPINE: www.al pi mei tw.corn; TPI: www.tpl net.org; WTCA: www.she'ndustry.corn; ICC. www.i@@safe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -WIndwood Avery B plan -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 120 mph wi nd, 20.73 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 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 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. 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 I ength tabul ated 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 1010 6-1-2 , 41111IIhk .. 2X4(B1) = 2X4(B1) 11_2-13j LI2-13 L 6-10-0 _I, 6-10-0 J Fc 13-8-0 Over Continuous Support >1 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. ep PROF Design Cri t: I BC2015/TPI -2014(STD) < ' FSS PLT TYP. Wave FT/RT=2%D(0%B)/4(0) 16.01. .eG-0 A QItNFp ,*O OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components ofOregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAW!NO kiREF R7175 83761 825 N 4th Ave,Cornelius OR 97113 "1II°RTS" FURNISH TMI s ORM NG To ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. /J 83294PE TC L L 25.0 PSF Trusses requl re extreme care In fabrl cat!ng, handl log, shipping, Instal I ng and bracing. Refer to and fol lax GC / the latest edition of BuiIding Component Safety Information, by TPI and WTCA) far safety pram ces prior DL 10.0 PSF DATE 07/13/17 to performing these functinctions. Installers shall prowl de temporary bracing per BCS1. Unless noted otherwl se, 141164, top chord shalI have properly attached structural sheathi ng and bottom chord shall have a properly attached ri gid cel I I ng. Coati ons shown for permanent I ateral restrai nt of webs shat I have brat!ng!nstal I ed per BCSI 07/13/2017 :C DL 7.0 PSF DRW CAUSR7175 17194028 ,4 �0�� , sections B3, B7 or 1310, as appl l cable. Apply plates to each face of truss and post.11l on as shown above and on the Jaint Betel Is, unless noed otherwise. Refer to drawings 16oA-Z for standard plate pesltions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Al pl ne, a dl vl sl on of ITw Bul ldi ng Components Group Inc. shall not be responsible for any devi at!on from this drawing, any fol lure to build the truss!n conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY !nstal I atl on A bran ng of trusses. qty 14,tom 0 TOT. LD. 42.0 PSF SEAN- 124703 . A seal on this dress ng or cover page listing thi s drawl ng, I ndi cotes aeceptanee of profess! Anal ental Merl ng �*eels rosponsl bl l l ty Solely for the design shown. The sul tebl l lty and use of this drawl ng for any structure Is the Tap e DUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responsl bill ty or the Bul I ding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Informearl on see this job's general notes page and these web sites: Renewal 6/ 2018 SPACI NG 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pi oei tw.tom: TPI: www.tpl nst.org: WTCA: www.sbcl ndustry.tom: ICC: www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HILLSBORO -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, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. 4X5= Pil 10 1 7 10 4-6-13 13 6.i i i.• . ■ ■ ■ ■ 1 I .l, 4_9-0-0 / :........ 2X4(81) = 2 L1-6-0P.I L1-6-01 • Fc 5-0-0 >I< 5-0-0 5-0-0 I_ 5-0-0 _I , I< 10-0-0 Over 2 Supports R=693 U=124 W=5.5" R=693 U=124 W=5.5" • RL=126/-126 Note: Al I PI ates Are 1.5X4 Except As Shown. p PRO Design Cri t: I BC2015/TPI -2014(STD) f�LE p PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01. 1R..� .+�4g,;N11:111iiiN tr?�� S OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI..READ AND FOLLOW ALL NOTES ON THIS DRA■INGI (� TC LL 25.0 PSF REF R7175- 83762 825 N 4th Ave,Cornelius OR 971)13 "1■PORTANT.. FORM SH 1111 S DRAWING TO ALL CONTRACTORS INCLUDING THE I RSTALLERS. JI Trusses require extreme care in ngbCimpoien, SafeI orlati ng, installing and bradng. Refer atoc and fpli or h DL 10.0 PSF DATE 07/13/17 tM1e latest edition of eme are ini fnga ri Componentlng, Safety g, shl pp,on, by taI and andA) fordsafety moi Inds priI or et. t. to performing these functions. Installers shall Provide temporary bracing per BC51. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateralrestraint of webs Shahave bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17194029 LL=4sect)ons B3, B)or B10, as Opal n cabl e. Apply pl ares to each face of truss and posi ti on as shown above and on 07/13/2017 All ! the Joint Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate posi ti ons. I Alpine, a division of ITV Build ng Components Group Inc. shall not be responsible for any devl ati on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shlpping, AN ITWCAMPANY Installail nn a bracing of trusses. e■i� 14. 0 TOT. LD. 42.0 PSF SEAN- 124699 • A Seel on till s drawl ng or rover page I I stl ng till s drawl ng, I ndl rotes acceptance of professions! engl neerl ng r 'V 20 t respoosl bl I I ty sol el y for the deal gn shawl. The Sul tab)I ty and Beuor thl s dreel ng for any structure Is the 4y11��'����.` DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond!bill ty of the Boll ding Designer per NISI MN 1 See.2. VV Sacramento,CA 95828 For more lnformati on see this)ob•s general notes page and these web sites: SPACI NG 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pi ilei tor.corn: TPI: www.epi nst.org: WTCA: www.sbci ndustry.con: ICC. www.i ccsafe.org Ramewal Alg0/914R THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -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, 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 loads and reacti ons based on MWFRS wi th additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= /�1 10 i 10 4-6-13 iiiih... ■ 9-0-0 • 1.5X4 III 2X4(81) = 2X4(B1) L-1-6-0—>i LE---1-6-0� F< 5-0-0 ),I< 5-0-0 >I 5-0-0 ,I, 5-0-0 ,I 1< 10-0-0 Over 2 Supports R=572 W=5.5" R=572 W=5.5" RL=112/-112 Desi gn Cri t: I BC2015/TPI -2014(STD) °3 PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. v._ +�1;1"`sS OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARMNGI• READ•RD AND FOLLOW ALL NOTES ON THIS DRAW]NGI Ui �j TC LL 25.0 PSF REF R7175- 83763 825 N 4th Ave,Cornelius OR 97113 ••I IPOR Na.• F11RNI SH TRIS°RANI NG TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. 83294PE �] Trusses regal re extreme care i n fabri Carl ng, handling, shl ppi ng, Install Ing and bract ng. Refer to and fol I ow the Iatest edition of SCSI (Building Component Safety I nformati on, by TPI and'MCA) for safety practices prior Q.' /_ DL 1 0.0 PSF DATE 07/13/17 n to performing these functions. Installers shat I provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 rigid cel I i ng. Locati ons shown for permanent lateral restraint of webs shall have bract ng installed per BC BC DL 7.0 PSF DRW CAUSR7175 17194030 ,4 I se tions B3 B)or 810 above and on as applicable. Apply plates to each face of truss and post tl on as shown III[F I the Joint Oetalls, unless noted otherwise. Refer to drawl cgs 160A-Z for standard plate pose ti ons. 07/13/2017 BC LL 0.0 PSF CA-ENG BFR/RTT Al pi ne, a dl vi sl on of 1 TW Bo!I d1,g Components Group Inc. shat 1 not be responsi b1 a for any devl ati on from thl s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN ITW COMPANY i metal I ati on s braci ng of trusses. �p t TOT. LD. 42.0 PSF SEON- 124696 . A seal on tills drawl ng or ewer page I I stl ng teas drawl nag I ndi cotes acceptance of profess)oral enol hawing Gvotr 14.2OV_ responsi bill ty solely for the deli gn shown. The sal tab))I ty and use of tots drawl rag for any structure Is the • DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the BUll di ng Desi filer per ANSI/TPI 1 S.C.2. V_q ee 11 Tar Sacramento,CA 95828 For more I nforman on see th1 SJob's general notes page and these web sl tee: ALPINE: www.al pi mel tw.cpTPI: www.tpl net ore: MA, www.whet ndustry.Com: ICC. www.I ccsafe.org SPACING 24.0" J RE F- 1 W2G7 1 75202 m Rrnrlrsl RfA0/2114R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Wi ndwood Avery B plan -- VERIFY VERI FY, 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 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 live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 4X5 d 10liiihh... 4-6-13 II ■ ii .. 9-0-0 ►� 1.5X4 III ►� 2X4(81) -. 2X4(B1) - .-- L-1-6-0- Fc 5-0-0 + 5-0-0 L 5-0-0 ,I, 5-0-0 l< 10-0-0 Over 2 Supports R=439 W=5.5" R=583 W=5.5" RL=98/-85 Design Cri t: I BC2015/TPI -2014(STD) p PROpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. �!,. +fsupy rS OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARN■NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAIVINGI TC LL 25.0 PSF REF R7175- 83764 825 N 4th Ave,Cornelius OR 97113 ••Iup0frudm. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. the Iafestredi ti eon of BCSI ca(BUe lIdn ingbConponent SafetynInfolrme ion, bysTPIlard ATLASbrafornsafety pr racb ced sfpr.o141 DL 10.0 PSF DATE 07/13/17 Ts to performing these functions. l nstal I ers shall provide temporary bracing per SCSI. Unless noted otherwl se, ,4011h, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei 1 i ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng instal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17194031 ,4 ' sections 83, 87 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 07/13/2017 l the Joint Details, unless noted otherwise. Refer to drawings 160A-7 for standard plate post tl ons. I Alpine, a division of 1 T Rol Idirg 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 fel l ore to build the truss In conformance with ANSI/TPI 1, Or for handling, shl pal ng, SEQN- 1 24701 AN ITwCOMPANY Installation R bracing of trussee. rig, Q TOT. LD. 42.0 PSF A seal s1 an i 1'ir owl el yWf r theereppl�ge 11s1 siwnl ng. LTM'su el I i ty0and Lowe of acceptance s drewf prg ofesor ani y al engl rn i:the �O/ �GY 14,20� 8351 Rovana Circle responsibillty of the Building Designer per ANSI/TPI 1 See.2. $•eH Tan t0 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more'nformati on see this Jobs general notes page and these web sines: ALPINE: www.al pi neitw.corn; TPI- www.tpi nst.orw wTCA: www.sbcl ndustry.corn: ICC: www.I ccsafe.erg SPACING 24.0" JREF- 1W2G7175Z02 A/211/211/R 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 - 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 in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind 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 lateral wi nd braci ng per I TWBCG wi nd braci ng details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS 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 i i 10 ��� iliiiii7:16: 4-b-13 00011 1111 4X8(R) III 5 L— 4410, 18-0-0 1.0 15 3X5(F1) 3X5(F1) 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. Design Cri t: I BC2015/TPI -2014(STD) �RE�PROF�s PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01. 'Lc O.J ISA, OR/-/1/-/-/R/- Scale =. 375"/Ft. TrussComponentsofOregon (503)357-2118 wwWARNINGI H HIS AND NG TO ALL NOTES ON THIS INWINGI f TC LL 25.0 PSF REF R7175- 83765 825 N 4th Ave,Cornelius OR 97113 "IIpORTANT" PUNNIsx THls oNAlnxG Tg ILLL cogrnAGTeNs lNCLIlD1xG THE lIETALLENs. iel Trusses requl re a treme c re in fabrl cat!ng, handling, shl ppi ng, I nstal II ng and bracing. Refer to and follow __the latest edition of SCSI (Bull ding Component Safety Information, by TPI and OTCA) for safety practices prior DL 1 0.0 PSF DATE 07/13/17 to performing these functi ons. Installers shall provide temporary brad ng per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached . 141164, ri gi d cei!I ng. Locatl ons shown for permanent I ateral restraint of webs shal I have bracing I nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17194032 ,4 �0�� sec[i ons B3, BJ or B10 as appl i cabl e. Apply plates to each face of truss and puss tl on as shown above and on 07/13/2017 I the Joint pet ail s, unless noted otherwise. Refer es drawings ace of for standard plate positions. I Alpine, a division of ITN Building Components Group Inc shall no<ber re'spons'ible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fel l ure to but I the truss in conformance with ANSI/TPI 1, or for handling, shipping, e� AN ITW COMPANY installation R bracing of trusses. 13 a TOT. LD. 42.0 PSF SEAN- 124694 A aeel en this areal np or cover peal 11051 np MIs dfewl ng, I ndl rotas eea tense of profeBel oral angl n»ri np fe `LEY 14,20V_ e, re0Poh:l bn l By sol el y Tor The design shown. The nal tebi l i ty end use of till s drool na for eny enrlletore I s the *Oen Tan t DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respansl bill ty of the Boil dl ng gess goer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformati en see this)ob.s general notes page and these web sites: SPACING 24.0" JREF- 1W2G7175Z02 ALPI NE: wow.al pi lel tw.can, Tel: now tel nst.erg; AICA: www.sbci ndustry.con; I CC: www.I ccsafe.erg Renewal 013012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR, (0717072--PARR LUMBER-HILLSBORO -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, 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 reacti ons 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= N1 10 110 m 4-6-13 I1 4X8(R) III 5 L • 0-6-8 _I 5 �I 0-6-8 —I-- _� _� 18-0-0 3X5(F3) % 3X5(F3) a L 4-10-0 J, 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 Cri t: I BC2015/TPI -2014(STD) ��LEU I?ROF�s _PLT TYP. Wave FT/RT=2%D(0%)/4(0) 16.01. ►t, erne 6",t, PLT OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon (503)357-2118 '•WARNINGI'•READ AND Fawn AU.NOTES ON THIS DRAIINGI �'J ((, 9'jQ y TC LL 25.0 PSF REF R7175- 83766 825 N 4t Ave,Cornelius OR 97 13 "I FURNISH THIS DRAM NG TO ALL CONTRACTORS I N01JA1 NG THE I NSTALLERS. (( 83294PE 9 Trusses regul re extreme care In fabrl catl ng, Sandi ng, shi pp1 ng, instal I I ng and bract ng. Refer to and fol I ow e/f�.�'�' DL 10.0 PSF DATE 07/13/17 the lrfort ngi ties of nctI (Buil di ng Component Safety Ieftempoion, by ci and V BCSl for lessty practi prior to perform!ng1 these functions (ached ers shall Provide temporary bract per all etaesspr pert noted attade, top d cel shah have properl y ae for structl al shsal rel ng and bottom chord seal have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17194033 rigid cel l l ng. Locations shown for permanent lateral astral nt of webs shall have bracing installed per HCS( ,4 LJO T. sections B3 B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 07/13/2017 the Jol nt Details, unless noted otherwise. Refer to drawin 160A-Z for standard late Irl ons. ha p �s BC LL 0.0 PSF CA-ENG BFR/RTT I Al pine, a y fel I on of I TV Building Components Group Inc. sM1al l not be responsi bl a for any devi ati on from thi s OREGON drawing, any Failure to build the truss in conformance wl to ANSI 1, or for handling, shipping, ANITW COMPANY installation R bracing of trusses. 'f11t'L 00 r TOT. LD. 42.0 PSF SEAN- 124692 A seal on MIs drawl ng or cover page I I sol ng ml s drawl ng, I ndl atss acceptance of profess'olal engl neer'ng ` CY 14,20 t0 responsl bll I ty solely Tor the dui Ideal gn shown. The Sul tabs Ilty and use of this drawl ng Tor any structure I the a48e"Tan•. DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respondI I ty of the Boll dl ng Designer per ANSI/TPI 1 Sec.2. a Sacramento,CA 95828 For moreInfermati on=e this jobs general note,page and these web sites: SPACI NG 24.0" JREF- 1W2G7175Z02 ALPINE: www.al pl nal tw.cwt; TPI: wow.tai net.cad's ATCA: wow.sbcl ndustry.corn'. ICC: www.I 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 -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 Ioad 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 wind bracing per ITWBCG wind bracing details or per See DWGS A12015ENC101014, GBLLETI N1014, & GABRST101014 for gable wind engineer of record. 2X3 studs requi re 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 6 1 6 2-10-3 d II IN II P.M II – III ,111 9-0-0 I 2X4(A1) = 2X4(A1) --- 1<---2-0-0-- L----2-0-0—›-I r 5-0-0 '1' 5-0-0 5-0-0 ,J, 5-0-0 J 1 10-0-0 Over 2 Supports 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. Eo PROF Design Crit: IBC2015/TPI -2014(STD) �� ce PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f c'U dttsfF '3? OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ONTHIS DRAWING, 4, 4.-,_ 0,,, TC LL 25.0 PSF REF R7175- 83767 ••IIPORfANf•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 1(/ 83294PE Trusses require extreme care in fabCicpting, Sandhog, shipping, Installing and bracing. Refer to and follow % _. the latest edition of BCSI CBuilding Component practices prier DL 10.0 PSF DATE 07/13/17 >7 to performing these functl ons. InstalIeru ers Snt Safety Information, by TPI and WOGS, for shall provide temporary bracing per RCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid ceiling. Laced ons shown for permanent lateral restraint of webs shall have bracing installed per BGSI BC DL 7.0 PSF DRW CAUSR7175 17194034 ,4 Lp sections 83, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 07/13/2017 the Joint Details, unless notetl otherwise. Refer to drawl nqs 173-tZ Por standard plate nasi tl ons. 1 Alpine, a division of ITW euiltlirg Components Group Ino. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT 1 drawing, any failure tg futru she truss in conformance with ANSI/TN 1, or for handling, shi ppi ng, ' N- O0p r TOT. LD. 42.0 PSF SEQN- 124717 AN ITW COMPANY i natal I ata on R bract ng of trusses. V V� A creel on thl a drawl eg or down page I 1st!eg MI s drawl ng, I MI utas Beteytaeee of profess'coal engineer'eg LY 14,Z 0 responsl hi I I ty sol el y Ter the design sheen. The sul tail I I ty and use of this drawl ng for any structure I s the �e ea T�� ` DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respwlsl bill ty of the Bull ding Designer per ANSI/TPI 1 See.2. V V Sacramento,CA 95828 For more Information see this job.s general notes page and these web si tea: SPACING 24.0" JREF- 1W2G7175Z02 ALPI NE: ww.,alpl nel tw.corn.. TPI: www.tpi nst.org, eTCA: www.sbcindustry.con, IGC: www.,ccsafe.org Renewal 813012012 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -Windwood Avery B plan -- VERIFY VERIFY, 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 i n roof, RI SK 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 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 for dead Ioad i s 2.00. 4X5 6 2-10-3 61 9-0-0 / i 1. 5X4 III 2X4(A1) = 2X4(A1) Lc---2-0-0- --1 1.c-2-0-0—>J 5-0-0 + 5-0-0 5-0-0 5-0-0 1< 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) QED PROp�s PLT TYP. Wave FT/RT=2%(08/8)/4(0) 16.01. VI,. 0t��'�{ _' # OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Oregon ( of Components503)357-2118 "WARN!NGI ww READ AND FOLLOW ALL NOTES ON THIS DRANINGI TC LL 25.0 0 PSF REF R7175- 83768 p ••!!PORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Comelius OR 97113 Trusses require a treme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow /�- - DL 10.0 PSF DATE 07/13/17 the latest edition of SCSI (Buil di ng Component Safety Informatl on, by TPI awTCA)for safety practl ces pre or to performs ng these funds ons. Installers shall provide temporary bracing per BCBI. Unless noted therwe se, - top chord shall have properly attached structural r-al re!ng and bottom chord shall have aa properly attached ri gid ceiling. Locati ons shown for-permanent I ateral rostra'nt of webs shat I have bracing i neral I ed per Bey n n BC DL 7.0 PSF DRW CAUSR7175 17194035 1���0i ,etre ons B3, B/or BM as applicable. Apply plates to each face of trussandpose ti on as shown above and un 07/13/2017 :Ail the Joint Details, unless noted no, Refer to drawings 1UOA-O fors andard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT AI Pi ne, a di vi si on of I Tw eui I tli ng Components Group Ino. ,bans I not be responsi,3rd, a for any defy antl on from thI s OREGON drawl ng, any fall ure to build the truss In conformance wl th ANSI/TPI 1, or for handl I ng, shippl ng, AN ITW COMPANY a nstal I at on a brae'ng of trusses. ewa TOT. LD. 42.0 PSF SEAN- 124714 A seal on ml s drawl ng or cover peps I I stl ng thl s drawl ng, I ndl cats,acceptant.of Rroressl oral engl ne.rl ng 4 `Zfir LY 14,20" respond blllty solely for the design shown. The CaltabiIIty and use of MIs drawl ng Tor any structure Is the •` OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rasponsl bill ty or the Bus I dl ng Designer per ANSI/TPI ,Set.2. *Sett Tar.. Sacramento,CA 95828 For more information see this job's general notes page and these web sl tis: SPACI NG 24.0" JREF- 1W2G7175202 ALPINE: www.al pi nee tw.com: TPI: MN.tpi est.erg: A'rCA: www,sbci ndustry.com; ICC: www.i ccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -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 Ioads and reactions based on MWFRS with additional C&C member cladding Ioad not to exceed 5 PSF one face, and 24" span desi gn. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Right end vertical not exposed to wind pressure. allowed within 12" of notches. Do not notch in overhang or heel panel. 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 load is 2.00. 1. 5X4 III 1.5X4 III II 5 1di 2-0-1 oiiiiiiillilillillillrill 1? 9-0-0 / 2X4(A1) .=- 1. 5X4 III 1.5X4 III -2-0-0� 3-10-41 12 "ii L4-0-0 Over Continuous Support' R=142 PLF U=64 PLF W=4-0-0 RL=35 PLF Design Cri t: I BC2015/TPI -2014(STD) `����PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ri,s Q, tr!r� S'. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAM LL 25.0 PSF REF R7175 83769 825 N 4th Ave,Cornelius OR 97113 ••I TANT•• FIIRNI SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requi re extreme care I n fabri cat'ng, handling, shl ppi ng, i nstal I 1 ng and brad ng. Refer t and fol I ow the DL 10.0 PSF DATE 07/13/17 the latest edi ti on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety pracfi ccs pel ormigal-e, r• to Performing these functl Install etructul Provide temporary bracing per BCSI. Unless pied otherwise, top chem I halng.I have proper)y attached pe man tura' :heaths ng and bottom churl shat I have n pi eSrOl y attached RC BC DL 7.0 PSF DRW CAUSR7175 17194036 rigid ceiling. Locatl ons shown for permanent lateral restrai of of webs shall have bracing insfalletl per 8C5 1 sections B3, B7 or B10, as apps'cable. Apply plates to each face of truss and position as shown above and on 07/13/2017 A' the Joint Details, unless no ed otherwise. Refer to drawings 160A-Z for standard plate positions. ��11 N : Alpine, a division of ITN Building Components Group lnc =hall not be responsible far any deviation frnm this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fall ure to build the truss In conformance wI th ANSI/Tel 1, or for handling, shl ppi ng, AN ITWCOMPANY installation N bracing of trusses. C TOT. LD. 42.0 PSF SEAN- 124722 • A seal On thi s drawl ng or cover page I I stI ng thl a drawl I RMI utas acceptance of profesal oro! engineering 4 `L LY 14,20� 0 _ resporol bill ty col ely for the deal gn shown. The sal tabi Ii ty and use of this drawl ng for any structure Is the t OUR. FAC. 1. 1 5 FROM BB reaporol bill ty of the Bal I ding Deal finer per ANSI/TPI 1 Sec.2. s8 e 11 Tan' 8351 Rovana Circle ' • Sacramento,CA 95828 For more I nformatl on see thi s j 013.s general notes page and these web Si tes: SPAC I NG 24.0" J REF- 1 W2G7175Z02 ALPINE: wrnv.al pl mei tw.coot TPI: yaw.tpi nst.org; AICA: www.sbcl,dusfry.com; I CC. www.I ccsafe.org Renewal 8/30120 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717072--PARR LUMBER-HI 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 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 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 Right end vertical not exposed to wind pressure. for dead I oad i s 2.00. 1. 5X4 III 1 6 I— 2-0-1 _„igigigillIll wii_ailli'J 4_9-0-0 1. 5X4 III 2X4(A1) L-2-0-0--->i 3-10-4 .71 2 4-0-0 Over 2 Supports- R=375 W=5.5" R=120 U=1 RL=41 Desi gn Cri t: I BC2015/TPI -2014(STD) op PROP .Oft PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f' 1 044, Ftp' %V OR/-/1/-/-/R/- Scale =. 5"/Ft. FA Truss Components of Oregon (503)357-2118 •'WARN!NGI•. RD AND FOLLOW ALL NOTES ON THIS DRAtINGI �( AQ 9 TC LL 25.0 PSF REF R7175- 83770 825 N 4th Ave,Comelius OR 97113 ••I I_TANT•• FURNI SH THI s DRAW'NG TO ILLCONTRACTORS I NCLUOI NG THE INSTALLERS. I33294PE Trusses regal re extremecare In fabricating, handl lug, shipping, Installing and bract ng. Refer to and follow the latest edition of BCSI (Bulldirg Component Safety Information, by TPI and WICA) for safety practices prior /.. _ DL 10.0 PSF DATE 07/13/17 n to Performing these fundi ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise. top chord=hal I have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17194037 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS n ,4 �0�� sections B3, B3 or B10, as appl I cable. Apply pl ate=to each face of truss and oust tl on as shown above and on 07/13/2017 I 1 the Joint Details, unless noted otherwise. Refer to drawings 100A-Z for standard plate posit)ens. BC LL O.0 PSF CA-ENG BFR/RTT I AI pl ne, a di vi si on of I TW Bui I di rg Components Group Inc. shat I not be responsl bl a for any devi atl on from thl s OREGON drawing, anyfol lure to but I the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I o=ral I at on a bracing of trusses. op, 11 C TOT. LD. 42.0 PSF SEAN- 124719 Arseal lnsl on 1 I Tr drawl y fnp oorr'coverthe esp.g I Isl si rnn np. 3hl Thessulrol!I I tyfand fuses oof Hots drawffprfor'any'structure n 11the 4/ SLY 14,20,p �• 8351 Rovana Circle respo0sl RI l I ty of the Bull ding Designer per ANSI/TPI 1 See. $$e 1�Tan OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morelnformati on see This job's general notes page and these web site=: SPACI NG 24.0" JREF- 1W2G7175Z02 ALPI NE: www.al pi neitw.con; TPI: www.tpi nst.org: WTCA: www.sbcl ndustry.cum; ICC: www.I ccsafe.org Renewal 8/31/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717072--PARR LUMBER-HI LLSBORO -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 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 Iive Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. • Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead Ioad i s 2.00. • 1.5X4 III 5 i 2-10-1 2-0-1• • • • .II o piJ � 9-0-0 / 3X7 III 2X4(A1) Lc-2-0-0—>-1 L-2-0-0—>1 3-10-4 �f12 4-0-0 Over 2 Supports R=336 W=5.5" R=311 U=17 RL=55 CEO PROpp Design Cri t: I BC2015/TPI -2014(STD) 0!. Ss, PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01. ►Af.A.O4N -. OR/-/1/-/-/R/- Scale =. 5"/Ft. **WARN!NG!•.READ AND FOLLOW ALL NOTES ON THIS DRAIN RGI Li TrussComponentsN4thp of Cornelius 971157-_118 ••IIPORTANT.• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALIERS. 11/ 83294PE TC LL 25.0 PSF REF R7175- 83771 825 N 4th Ave,AVC,CO[I1 I11S�R 97113 Trusses rec.re extreme care i n fabrl cat)ng, handl 1 ng, shi ppl ng, 1 nstal I I ng and brad ng. Refer to and fol I ow sf, the Iatest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior / DL 10.0 PSF DATE 07/13/17 n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, fop chord shat I have properly attached structural sheathing and bottom chord shat 1 have a properly attached C DL 7.0 PSF DRW CAUSR7175 17194038 rl gid ceiling. Locations shown for permanent lateral astral nt of webs shall have bracing installed per BCSI �t 1�O` 1 sections 83, BT or 810, as applicable. Apply plates to each face of truss antl positI on as shown above and on 07�13�201 J1 N me Clot Details, wnle�s noted Ofhe wise. Re Per to drawings 16BAd ter standard plate pesltlon OREGON BC LL 0.0 PSF CA-ENG BFR/RTT AI pi ne, a division of 1TW Bui I ding Components Group Inc. shat1 not be responsi bla for any deviation from this drawing, any fall ure to bull the truss In conformance with ANSI/TPI 1, or for handl I ng, shi pp! IA AN ITWCOMPANY installation B bract ng of trusses. G 14Y14,204 i0 TOT. LD. 42.0 PSF SEAN- 124724 reaspon' bIIIty soolely°for the deasig RISE . TThesdlrtewabl iIlItyntland,IRR ofcthin drawrq forRany struccturee°IsRthe w ell Tar DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Run I dl ng Designer per AN51/TPI 1 See.2. Sacramento,CA 95828 For more I nformati on see this Job's general notes page and these web sl Hes: ALPI NE, www.al pi mel tw.cam: TPI:ww,, .tp1 nst.nrg: RTC, www.sbci ndustry.cpm: I Cc www.i ccsafe.org Renewal 8/30/2018 SPACI NG 24.0" J REF- 1 W2G7175Z02 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 - 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, wi nd 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 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. eo 1.5X4 Ill 11 i 1.5X4s �� 3-8-1 .... 111.111111111 •J ., 9-0-0 3X5(R) III 2X4(A1) 1<-2-0-0—>i L 4-2-2 � 3-8-2 �LI Fc 8-0-0 Over 2 Supports R=523 W=5.5" R=314 U=6 RL=69/-20 Ep PROF Design Cri t: 1 BC2015/TPI -2014(STD) �,� FSS, PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. .Ar. u,.G&NE . 'p Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! O Qi1825 N 4t Ave,Cornelius OR 97 13 "I NPORTANr`" URHIy FNISH TS ORM NG To ALL CONTRACTORS INCLUDING THE INSTALLERS. �((( 83294PE 7 TC LL 25.0 PS F REF R7175- 83772 Trusses requl re extreme are In fabricating, handling, shipping, I nstal l I ng and bracing. Refer to and Vol I ow •. /� the latest edition of BCSI (Building Component Safety Information, by TPI and WICA) for safety practices pri or DL 1 0.0 PSF DATE 07/13/17 to Performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwi se, top chord shalI have properly attached structural sheathi ng and bottom chord shat I have a proper)y attached :C DL 7.0 PSF DRW CAUSR7175 17194039 T. ri gid ceiling. Locatl ons shown for permanent lateral rostral tit of webs shall have brae)ng installed per BCSI�O sect)ons 83, B)or 1310, as app)I cab)e. Apply pl otos to each face of truss and post ti on as shown above and on 07/13/2017 ,4 L= the point Octans, unless noted otherwise Refer to drawl nes 160A,for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a di vi sl on of ITW Bul Idi ng Components Group Inc. shall not be responsible for any devl ati on from this drawing, any faiIure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, IR AN ITW COMPANY i o=ral I ati on w bract ng of trusses. tip 4 41/LY 14,ao0' to TOT. LD. 42.0 PSF SEQN- 124727 Aresp l s bl I IOn ffy sodrawl Tor the tlesng or cover pl page I iet'ng thl siwwn. Tlleswll drawl I I ty end fuses Thi n drar�Ig Toranyone' i sure 8351 Rovana Circle renponel"Ill ty of the Boll ding Reel goer per ANSI/TPI 1 Sec.2. (*eel/Tao''- OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informati on see this job's general notes page and these web sites: ALPINE: www.al pi net tw.corn: TPI: www.tui nst.org: NTCA: www.sbct ndustry.com: ICC: www.i ccsafe.org Renewal 6/30/2018 SPACI NG 24.0" J REF- 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 D, Kzt = 1.00 2x4 Brace (1) 1x4 "L' Brace x (1) 2x4 'L' Brace w (2) 2x4 'L' Brace mw (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace *w Bracing Group Species and Grades: Gable Vertical No . Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2Spruce-Pine-Fir Hem-Fir SPF4' 7' 7' 10' 8' 1" 9' 3' 9' 7' 11' 0" 11' 5' 14' 0' 14' 0' 14' 0' 14' 0" #1 / #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 op 0 u Stud 4' 4' 7' 2" 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' I 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*** 0) #1 4' 10° 7' 11' 8' 2' 9' 4' 9' 8' 11' 1" 11' 6° 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 J SP #2 4' 7' 7' 10' 8' 1' 9' 3" 9' 7" 11' 0" 11' 5' 14' 0" 14' 0° 14' 0' 14' 0' Stud andd 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' 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_ S rr #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ #3 5' 0' 8' 10° 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0" 14' 0" #1 & Btr C U - L Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10' 12' 5' 12' 11° 14' 0' 14' 0' 14' 0' 14' 0" #1 Cl..) O Standard 5' 0' 7' 6' 8' 0' 10' 1" 10' 9' 12' 5' 12' 11' 14' 0" 14' 0' 14' 0" 14' 0" Douglas Fir-Larch Southern Pine*** #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 5'D #2 5' 3" 8' 11" 9' 3' 10' 7° 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0" 14' 0' #2 #2 #3 5' 1" 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0" 14' 0" 1x4 Braces shall be SRH (Stress-Rated Board). Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11" 12' 6' 13' 0" 14' 0' 14' 0' 14' 0" 14' 0" Q� .--i ***For 1x4 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 S rr #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. #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: L U — F Stud 5' 6' 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, 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 plF over X #1 6' 0' 10' 0' 10' 4' 11' 9" 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" continuous bearing (5 psf TC Dead Load). d SP #2 5' 9' 9' 10" 10' 2' 11' 7" 12' 1' 13' 10' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0" Gable end supports load from 4' 0' outlookers ->— #3 5' 8' 9' 2" 9' 9' 11' 6" 12' 0" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" with 2' 0' overhang, or 12' plywood overhang, D 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' 9' 14' 0° 14' 0' 14' 0' 14' 0' 14' 0" Symm ir Attach 'L' braces with 10d (0.128'x3.0' min) nails. / About; .r able Truss " 1 � 41 )1( For (1) 'L' brace: space nails at 2" ac. �ii. F 18' end zones and p e between zones. Diagonal brace option: Ill XE YEFor (2) 'L' braces space nails at 3` c.c. In 18` end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 1 ; 0 'L' bracing must be a minimum of 80% of web brace Is used. Connect V� 0 member length. diagonal brace for 385# "L" at each end. Max web Brace i`� Gable Vertical Plate Sizes total length is 14', r , Vertical Length Na Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', but 2X4 Vertical length shown brace; single less than 11' 6' In table above. 45' or double cut 0 0 ,�,�` Greater than 11' 6' 3X (as shown) at n 0 + Refer to common truss design for ' upper end. li• • • mill) • EN • • /�•�•�•�• or • • �� • • peak, splice, and heel plates ontinuous �(y Refer to the Building Designer for conditions Connect diagonal at �V 0not addressed by this detail. midpoint of vertical web, Refer to chart above f'o ;,(0+I- - -h, OAWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI \b ��G%NE' 0 REF ASCE7-10-GAB12030 ...IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'Cl Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and ../ 83294PE DATE the latest edition mi g SCSI funComponent Safety Information,provide, a TPI and rBcA)for safety SI. air /'. DATL 10�01�14 practices latest to performing theseI(Buildingfunctions. Installers shall provide temporary Tel rn bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG 612030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Ail] D=1- FI[ shall hove bracing Installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face 1 IlLlll�\\V\IJI) f truss and position as hown above and on the Joint Details,unless noted otherwise. 07/13/2017 Refer to drawings 160A-Z for standard plate positions. pC AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation From 07 SIMON this drawing,any failure to build the truss in conformance with ANSI/TPI I. or For handling,shipping, / 'J Mr�L Y. T❑T, LDS 60 PSF installation&bracing of trusses. A {� 0 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional G LY-14,204 ----- engineering responsibility solely for the design y ce g ` shown. The suitability and use of this drawin • 13389 Lakefront Drive any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 8E 1 Tan - ,_ . Earth City,MO 63045 For www more information see e this job's general notes page and these web sites: ALPINE: w alpineitcomi TPD www.tpinst.orgl SBCA: www.sbcindustry.orgi ICC: www.lccsafe.org MAX, SPACING 24.0" GabLe Deta1L ((''II For Let-In Verticals Gable Truss Plate Sizes Ab ut` O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 ORefer 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. F" %!mttt, \14\Hrccd 2X4 II t © © , ghExamplep 12X4 i 2X8 "T" Reinforcement Attachment Detail "T" Reinforcing 'T' Reinforcing Member Member Toe-nail / - ❑r - End-Hall : IIIL ill fil IIIIIIIIIIIIIMIIII.M= IIIIIIIIIIIIIIIIIIh'- A. :><:: O O To convert from 'L' to °T' reinforcing members, multiply 'T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable "T" reinforced gable vertical 10d Common (0,148'x 3.',min) Nails at 4' o.c, plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T" reinforcing member material must match size, Rigid Sheathing Toenailed Nails specie, and grade of the 'L" reinforcing member. 10d Common (0.148"x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace g g 4 Nails �� �� (4) toenails in the top and bottom chords. 'T' Reinf. °T" ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load, 2x4 30 7. Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 7. A13015051014, A12015051014, 211015051014, A15015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' a.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED10I014, 'T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L' Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED1010I4 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 I. = � Ceiling ���0 PRQ�:n�s � n V'i 5 , O N CC ...WARNING!). READ AND FOLLOW ALL NOTES ON THIS DRAWING! " ...',41 4 Z REF LET-IN VERT ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ai 83294PE 9 Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and K 0,,/' DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chore DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/13/2017 III��'III I'I shall have bracing installed per KS] sections 03, 07 or 010, as applicable. Apply plates to each face /a _J 1.) Imo\ of truss and position as shown above and on the Joint Details, unless noted otherwise. /gyp�//�� II \\vll Refer to drawings 160A-Z for standard plate positions. 1J/lis} ?ON AN TW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from l Jy 1 .p C T� this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, I_ 'VL�.14,2O�T- t0 Mri'X. TOT. LU. 60 PSF installation 4 bracing of trusse V A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional - --- engineering responsibility solely for the design shown. The suitability and use of this drawing Seell Tan* DUR, FAC. ANY for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City, MO Drive45 For more Information see this jab's general notes page and these web sites Renewal 8/30/2018 Earth City,M063045 ALPINE. www.alpineltw.comi TPI.www.tpinst.orgi SHCA. www.sbclndustry.org) ICC. www.lccsafeorg MAX. SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Residential Goole Eno Wino Bracing Requirements - Sti-Ff eners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" <see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails! 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min,) nails 8 6" o.c. 1 1 X X1i 400 •1 PIN.,N,NN g1111111441*, 2X4 Blocking nailed to /t* 45° sheathing and 124Max1 Irilt each truss `TyP' II illiti H 1116101.4404144 II III II I II 2X4 DF-L #2 H/2 or better 111 diagonal brace. Attach each end X For 560#, 11 el, i X , I II M U■ B�IutIIi . g s • — 2x6 #2 Stiffback attached to each i,� O PROFE•s • Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails. dye �ti�G`N��'PS,O'L wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING) jV 83294PE '9 REF G E WHALER wwINPORTANTw•FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and ac follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCH) for safety ��- DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. olgilli Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GADRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/13/2017 Lu J-I� II shall truss ebrocing installed per SCSI sections the B7 or Det, as unlessble, Applyt rw{es to each face OREGON 0 p, of tru and position as shown SCSand on B], or Details,10, unless noted pplate L Refer to drawings 160A-Z for standard plate positions. 6,3,�/� TW COMPANY 3/17 e Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN this drawing, y failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /_ 'LP14,'20� 0 M4,X, TOT. LD, 60 PSE an \/ installation B.bracing of orucoe -�qq A seal on this drawing or cover page listing this drawing,indicates acceptance of slonal V 8 • w ----_--engineering responsibility responsibility solely for the design shown. The suitability and use of this drawing eII Tah 13389 Lakefront Drive any structure is the responsibility of the Building Designer per ANSI/TPI I Sect, Earth City,MO 63045 For more Information see this job's general notes page and these web sites, Renewal 8/80/2018 ALNE' www.alpineitw.coml TPI www.tpinst.orglBCA'Swww.sbcindustry.orgl ICC' wwwAccsafe.org IviAX. SPACING PI � LRRein - o � cing venbe ,--, SL, bs Li Ly Lion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf, ,� ,` Apply to either side of web narrow face. ,0400141114 Attach with lOd (0,128"x3.0",min) nails , at 6' o.c, Reinforcing member is , Notes a minimum 80% of web , member length, ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. . Alternative reinforcement specified in chart below may be conservative, ME ><For minimum alternative reinforcement, re-run design with appropriate X reinforcement type, //\ T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. 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 2-2x400 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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, 0 l 0 Center scab on wide face of web, Apply (1) scab to each Face of web. Ili• wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Jo 83294PE yri" LL PSF REF CLR Subst, ...IMPORTANT...FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, o Prit //_ Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer tand follow the latest edition of BCSI (Building Component safety Information,by TPI and SBCA) for safety DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Chard 31,- DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/13/2017 L[i I� n g shall have bracing installed per BCSI sections B3, 97 or- 910, as applicable. Apply plates to each face a �\\\Viii of truss and position as shown above and on the Joint Detail, unless noted otherwise. OREGON L� LL PSF �J Refer to drawings 160A-Z for standard plate positions. 13* /17 cfb r Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 4� LY 14,10 gy 7r'j• L D. PSF installation & bracing of trusse w C A seal on this drawing or cover page listing-this drawing,Indicates acceptance of professional self Tar engineering responsibility solely for the design shown. The suitability and use of this drawing l„P. FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ,.. Earth City,MO 63045 For more Information see this job's general notes page and these web sites. Renewal 8/30/2015 ALPINE, www.alpineitwcomi TPIewww.tpinst,orgi SBCA' www.sbcindustry,orgi ICC' www.iccsafe.org SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Cr': 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 * (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ww Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #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 Hen-Fir P #1 / #2 Standard #2 Stud CD U #3 4' 7' 7' 9" 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0" 14' 0' 14' 0' #3 Stud #3 Standard 0 — p' Stud 4' 7" 7' 8' 8' 2' 9' 7" 9' 11' 11' 5" 11' 10' 14' 0' 14' 0' 14' 0" 14' 0' r 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 Pineew• 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 #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 L 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 SP r 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' Hen-Fir _ #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Dir _ c_ U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 CU 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' Dou.las Fir-Larch Southern Pinewww \ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 / SP #2 5' 6' 9' 5" 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0" #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0".10 1x4 Braces shallbe SRH (Stress-Rated Board). DFL Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0" 14' 0' 14' 0' 14' 0" wwwFor 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 S P r #3 5' 9" 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0" Gable Truss Detail Notes: U HF Stud 5' 9' 10' 2' 10' 7" 12' 0' 12' 6" 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0" Wind Load deflection criterion Is L/240. O Standard 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 OF 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. D L L Stud 5' 11' 9' 10' 10' 6" 12' 1' 12' 7' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" Standard 5' 9' 8' 8" 9' 3' 11' 7' 12' 5" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' Sync Attach 'L' braces with 104 (0.1265(3.0' min) nails, Abi able Truss 'I 0 I 0 XE For (l) 'L' brace, space nails at 2" ac. � in 16' end zones and 4' ac. between zones. Diagonal brace option: YE�EFar (2) 'L' braces: space nails at 3' o.c in 16' end zones and 6' o.c. between zones. vertical length may be b0 doubled when diagonal . 'L' bracing must be a minimum of 80% of web brace Is used. Connect 0 member length. diagonal brace for 335# "L" at each end. Max web Brace `� GableVerticalPlateSizes total leE th is l4', t ' Vertical LengthNo Splice 2x4 DF-L #2 or � Less than 4' 0' 1X4 or 2X3 better diagonalGreater than 4' 0', but2X4 Vtical length shown brace, singleless than 11' 'Inable above. or doublecut0L■�JGreater than 11' 6' 3X 45' (nsshown) at ■,Ii,` Q + Refer to common truss design for 41/ upper end. Illiiiiiiiill'illillij:T. ■ ■tl ■. h■llII,'_''II/(_■�■� ��ww—�p 7� , peak, splice, and heel platesung SRV j Refer to the Building Designer for conditions nnect diagonal at �� midpoint of vertical web. Refer to chart above cc- mc: -a. . i - , 1, not addressed by this detail. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! N, REF ASCE7-10-GAB12015 ...IMPORTANT.*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,Installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and 00CA)for safety /�� , DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord DR WG A12015ENC101014 shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs /'�I I I I Fir shall have bracing installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face 07/13/2017 / I i IUfly,, �\\IIIJJIII of truss and position as shown above and n the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, "'any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 6"‘ installation& radng of trusses. (or LY14.Z0114 ,,�;< TOT. LD, 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing $ell Tao' 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For more information see this job's general notes page and these web sites. ALPINE, www..nlpineitw.comi TPlewww.tpinst.orgi SBCA. www.sbdndustry.orgi ICC. wwwlccsafe.org Renewal 6/30/2018 MAX SPACING 24.0"