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Plans (309) TNI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - AGE) Top chord 2x4 HF #2 120 mph wind, 23.87 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. :W1, W2, W3, W4, W5, W6, W7, W8, W9 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" peri odi cal I y along top edge. DO NOT Provi de I ateral wi nd bract ng per I TWBCG wi nd bracing detai I s or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch i n overhang or heel panel. I ength tabul ated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% len th of web bracing requi rements. member. Attach wi th 10d Box or Gun nails (0.128"x3",min.} @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad Deflection meets L/360 Iive and L/240 total Ioad. Creep increase applied per IRC-12 section 301.5. 5X5= factor for dead Ioad is 1.50. '= T i 7(111:111111 , 111 I— � � � � Y • o I i • , i 5X5 p� 5X5 i . ; 12-4-7 , I i i I 1 I I ,•I � � � i i D. �. i111,1,1„ . . -I 8 I I I I I i • I 4111111 I I I I I I I I „ 18-0-0 1 3X5(B1) = - 3X5(81) 1-6-0 12-8-01-4-11-4-(1-4-(1-4-I1-4-(1-4-I1-4-(1-4-0 �1a '1` -1`. -T. ."1"- .Ric -1, < 'l "1c 12-8-0 31 18-0-0 18-0-0 F36-0-0 Over Conti nuous Support R=131 PLF U=4 PLF W=36-0-0 RL=7/-7 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Eo PROF Design Cri t: I RC2012/TPI -2007(STD) 4 FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. P 4 t©�1 RF 'S<ri OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "INARI'll NGI"READ AND FOLLOW,ALL NOTES ON THIS DRAM NCI 825 N 4th Ave,Cornelius OR 97113 ""I r 0RTANT"" EURNI SB 1)11 s DRAM NG TO ALL CONTRACTORS I NCLIIOI NG TME I NSTALLERS. ((� 83294PE p TC LL 25.0 PSF REF R7175- 57588 Trusses require extreme care In fabricating, handl Ing, shl ppl ng, Installing and bracing. Refer to and follow a the latest edt ti on of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 06/13/17 to perform'ng these functions. Installers shall provl de temporary bracing per SCSI. Unless noted otherwl se, top chord shal I have properly attached structural sheathing and bottom chord shal I have a properly attached C DL 7.0 PSF rl gid cel 11 ng. Locations shown for permanent lateral restraint of webs aha'I have braving Installed per BCSI 06/13/2017 DRW CAUSR7175 17164188 A IL 1=31]N sections 03, al or 010, as applicable. Apply plates to each face of truss and position as shown above and on III`—IL the.'oint Detans, uoleas noted othdi Col se. Refer to drawings 1e0A_z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT AI pi ne, a dl vi si an of I TW Bul I dl ng Components Group 1 nn, shell net be rosponsl bl a for any devl etl on from thl s OREGON drawl 0g, any fat I ure to bul I d the truss i n conformance vel Th ANSI/TN 1, or for handl l ng, shipping, AN DIN COMPANY Installation&bracing of trusses. /3 C TOT. LD. 42.0 PSF SEQN- 143095 . A see' on thl s drew ng or cover page I I stl thl s drool nip, I nal rats wcmpt.nu or roma!ones eV nserl ng �jS LY 14,26 til respond el Ilty solely for the design shown. The sul titer I Ity and use of thl drawl for any structure Is the 8351 Rovana Circle rwspon$l bill ty of the Bal I dl ng Designer per Axsl/TPI I sec.2. s e ll Tat' DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see till Jobs general notes page and these web sl tea: SPACI NG 24.0" JREF- 1W1 N7175Z01 ALPINE: www.al pi nal tw.cam; TP I i www.tpl not.erg, RICA: www.sbcl ndn:ustry.caICC: waw.I ccsafe.org Renewal 6/3082018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - A) Top chord 2x4 HF #2 120 mph wind, 23.87 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, wind BC Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5 m. 8 3X50 3X5 3X5�� 3X5(R) Iii 1.5X4/// 12-4-78 /5 -1 8 4-6-10 W1 hill! 1 Xl _ :: \ 18-0-0 1 1.5X4 III 3X5 5X7= = 3X5 4X5(A2) 1-6-0 5-10-6 _L 8-9 59-10-6 + 5-10-8-9-9 5-10-6 9-2-7-3-4 �2 -11 3 11-8-12 _I_ 18-0-0 -f Fc 29-8-12 Over 2 Supports R=1302 U=86 R=1433 U=87 W=5.5" RL=177/-201 tc, Desi gn Crit: I RC2012/TPI -2007(STD) t=i4 PROpt S+s, PLT TYP. Wave FT/RT=296(096)/4(0) 16.01. .4 g dttvph.n 10OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "•WARM NGI ww READ AND Foca ALL NOTES ON NIS DRAWING! !p r �J. 825 N 401 Ave,Cornelius OR.97113 ••'Rp°RTM' ' FURNISH TRISBwIINGT°AliCONTRACORSINCLUDINGTHEINSTALERS. 83294PE 4 TC LL 25.0 PSF REF R7175- 57589 Trusses require extreme care In fabrl call ng, handl l ng, she ppl ng, Installing and bracing. Refer to and follow — the latest edi t1 on of SCSI (But Id ng Component Safety I nformati on, by TPI and WTCA)for safety practices pri or DL 10,0 PSF DATE 06/13/17 to performing these functions. I nstal I ars shat I prowl de temporary brad ng per SCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid cel I I ng. Locate ons shown for permanent lateral restraint of webs shal 1 have brad ng installed per Bcsl 06/13/2017 DRW CAUSR7175 17164179 sections B3, 07 or B10, as appl I cabi e. Apply plates to each face of truss and position as shown above and on the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltios. BC LL 0.0 PSF CA-ENG PBC/RTT A LIN N Al pi ne, a dl vl Si on of I TW Elul I di ng Components Group I nc. stall not be response bl a for any deviation from the s .�I� OREGON drawl ng, any failure to but l d the trust i n conformance wl th ANSI/TPI 1, or for handling, she ppl ng, r 'I, IP G TOT. LD. 42.0 PSF SEAN- 119057 AN ITW COMR4NY I nstal I ata on&bracing of trusses. A awl on tills drawt np or cover papa 1.1417 till t Anal np I wl nt«ceeaptanca cC profewl cmli Mpi rm. 4 LY 14,20 ,te, response bl gilt.; ty sol ml y for tM dost M Tile vel twl I 1 suitability bq�!of tills drawl ng for My structure ssstRovaoacttlereasons! "'ti of the w"dl g Daslgner per ANSI 111.1 ,see.=• S$@►�Tan' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformatI on see this J ob's general notes page and these web si tes: ALPI NE: www.al pi tel tw.conn; TPI: www.tpl nst.org; I TCA: wow sbci ndustry.coin; ICC: www.1 ccsafe.org Renewal 6/30/2018 SPACI NG 24.0" J REF- 1 W1 N7175 Z01 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HI LLSBORO -Biggi Iot 6 OW Avery C -- TIGARD, OR - Al ) Top chord 2x4 HF #2 120 mph wind, 23.76 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load i s 1.50. 5X5 iii T 3X5 3X5 3X5 i 3X5 .. 1.5X4# 1. 5X4 412-4-7 0-4-7 0-4-7 T 3X5= bXB= 3X5= 5X5(A2) = 5X5(A2) 1-10-0 1-6-0 E 6-3-4 5-10-6 5-10-6 5-10-6 5-10-6 6-3-4 9-2-7 8-9-9 8-9-9 9-2-7 1_ 18-0-0 ,L. 18-0-0 J Fc 36-0-0 Over 2 Supports R=1730 U=68 W=5.5" R=1702 U=65 W=5.5" RL=251/-253 Design Cri t: I RC2012/TPI -2007(STD) X060 PROpcsS' PLT TYP. I TWBCG Wave FT/RT=2%(0%)/4(0) 16.01. .4'T �NF0 �O OR/-/1/-/-/R/- Scale =. 1875"/Ft. 46 Truss Components of Oregon (503)357-_118 "WARNINGI`"READ AND FOLLOW AutpTFSONTNisIIRMIINGI 83294PE ' TC LL 25.0 PSF REF R7175- 57590 825 N 4th Ave,Cornelius OR 97113 **I TANT" n'MU SN THIS DRAWING TO ALL CONTRACTORS I NCLR:I NC THE INSTALLERS. Trusses requi re extreme care I n fabri cati ng, handling, sill ppl ng, Installing and bracing. Refer to and fol l ow / C L 10.0 PSF DATE Ob/13/17 the latest edl ti on of BCSI (Bullding Component Safety I nformatl on, by TPI and WTCA)for safety practices prior to performing these functions. Installers shall prove de temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164002 rigid ceiling. Locati ons shown for permanent I ateral restraint of webs shall have braci ng I este!I ed per BCSI 06/13/2017 A LJ N sections BO, a]or, MO, as ated cable. e. Refery flrt to do wng Pace-f fors and rdspl to ps shaven above and on tAe i ne, Ddl ni si uoessT ngul l i ngeCoi po. Gr to drawl she l notz for standard pl ore nose n ons. OREGON :C LL 0.0 PSF CA-ENG GWH/GWH Alpine, a dl fall on of ITW Bullding Components Group IncI . shall not be response bee for any devi ati on from this 1 µ. orad l l any fab I ars to build the truss i n conformance vel th ANSI/TPI 1, or for handl I ng, she psi ng, VLY 14,20e �0 TOT. LD. 42.0 PSF SEAN- 89612 AN ITW rAMR4NY i metal i ate on&brace ng of trusses. ASeal on respons bl I llty solely for the des g or cover page II le ns t'Ihetsul tebrawl lll tyl1tlCates and use of this drrawingrofess'onal for any structure I s the *sell M 8351 Rnvana Circle response ai l I ty of the Sul l dl ng Deal peer per ANSI/TPI 1 Sae.2. ' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see this Job's general notes page and these web si ten: Renewal s/30/2018 SPACI NG 24.0" JREF- 1W1 N7175Z01 ALPI NE: www.al pi net tw.can; Tel: Www.tpl net.org: WTCA: www,sbclndustry.corn: ICC: www.I create.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HI LLSBORO -Biggi Iot 6 OW Avery C -- TIGARD, OR - B ) Top chord 2x4 HF #2 120 mph wind, 23.76 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x4 HF #2 :W1, W5, W8, W9, W10 2x4 HF Std/Stud: Wind toads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.15" due to dead (a) Continuous lateral restraint equally spaced on member. I oad. Lateral I y brace bottom chord above filler wi th purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [28] W3X5 S 1.25 6X8= 1.5X4111 3X52 3X52 3X5 3X5. 1. 5X4�� 12-4-7 B —1 63X5[28] @ 5X5(A2) = W• W10 3X10. 0-4-7 0-10-0 1 ���^ _' m^2! 0-4-7 T :. T 3X5= 4.69 �� T +18-0-0_1_ 3X5= 6X8= 6X8= 2X4 III SS0514 1 1 1.5X4 III 1-6-0 E 6-3-4 � 5-10_-6 . 5-10-6 5-3-12 5-2-4 __ 5-2-4 —3-1 9-2-7 I 8-9-9 5-5-8 5-0-8 5-0-8 -5-8 '` 18-0-0 18-0-0 (' 23-5-8 'I— 10-1-0 —1--- -8'.1 2-5 Fc 36-0-0 Over 2 Supports aI R=1722 U=67 W=5.5" R=1710 U=64 W=5.5" RL=251/-253 Desi gn Cri t: 1 RC2012/TPI -2007(STD) .<#e PROF�S'S, PPLT TYP. 18 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01. 1i� N E0 10O OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-+118 w"IMRNINGIREAD MD FOLLOW AU.NOTES(xiTO THIS DRAIaGGI 83294PE ' TC LL 25.0 PSF REF 87175— 57591 825 N 4th Ave,Cornelius OR 97113 "wl WORTAIR"" p11R111 SH THIS DRAWING TO ALL CONTRACTORS 1 NCWDI NG THE I NS'rALLERS. �, 'IPTrusses require extreme care In fabricating, handl ing, shi eel ng, Instalilns and bracing. Refer to and follow /' C IL 10.0 PSF DATE 06/13/17 the latest edl 01 on of SCSI (Sul l ding Component Safety Information, by TPI and WTCA)for safety practices prior to performing these functi ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached T. ri gl d Cell1 ng. Locati ons shown for permanent 1 ateral restraint of webs shal I have bracing Instal 1 ed per SCSI 06/13/2017 :C DL 7.0 PSF DRW CAUSR7175 17164009 es ons B3, 57 or 510, as applicable. Apply plates to each face of truss and position as shown above and on /� I L F--33 �I]N the Joint Detai I s, unlash noted otherwl se. Refer to drawl ngs 160A-Z for standard plate posi ti ons, OREGON BC LL 0.0 PSF CA-ENG GWH/GWH f-1 ,r' Al pi ne, a divisive of 17W Sal 1 di ng Components Group Inc. shal I not be responsible for any devi onion from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl pping, AN ITWCAMPANY install Union&bracing of trusses. G 4ILY 14,404 to TOT. LD. 42.0 PSF SEAN- 89613 . A vel on tM s drag nag or cover page I I atl nag thl s drawl nghe IMI cotes acceptance of professional .1101 nasrl norespansl bl l I ty sol al y for thewn desl gn sho . The vel tebi I I ty and use of tM s drawl nag for any structure I s the 8351 Reverie Circle reaporolbl I Ity of tine Bul1dlag Oesl finer per Axsl/Rl 7 Seo.s. **ellTao�- DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more information see this fob's general notes page and these web sites: Renewal 813012018 SPACI NG 24.0" JREF- 1W1N7175Z01 ALPI NE: www.el pi mei nn.core TPI: ww.ve tpi net.org; RICA: www,sbci ndustry.con; ICC: wow.iccsefe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - 81) Top chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, WI nd BC Webs 2x4 HF #2 :W4, W7, W8, W9 2x4 HF Std/Stud: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS wi th additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [23] W4X5 1.18 R 1.25 6X8(R) III it L 4 III 8 r 3X5 3X5 p 3X5 12-4-7 � 8 7-6-10 Illii1111\1L W8 3X5 0-10-0 W9 R ' ' iiia 4X5[23] 1 — 6X8= T 3X5= 4X8= _____ 18-0-0 _L 1.5X4111 3X7= 2X4111 4.69 1.5X4 III 1-6-0 H Fc 7-2-12 ?� 7-2-12 55 5-8 5-0-8 - 5-0-8 5-8 7-2-12 1, _ 18-0-0 12-8-4 I 10-1-0 "1_2_5_8 25-2-12 Over 2 Supports R=1095 U=90 R=1245 U=55 W=5.5" RL=140/-195 Design Cri t: I RC2012/TPI -2007(STD) ir��PROFESS' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'Aes i.QbNF¢ -O OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components (503 357-2118 "`WARNINGI""READ MD FOLL01 ALL NOTES ON nos DWI tisi (V 83294PE la TC LL 25.0 PSF REF R7175- 57592 po ••IIPORrANT"" EURNI SM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 Trusses I re extreme care I n fabrl cool ng, handl IQ( 9 redo ng, oreatIon, iystallind and bradr s. Refer ac and fol �,,�" DL 10.0 PSF DATE 06/13/17 the latest ngl ties of SCSI ns. I di ngnst Component Safety deftempo on, by TPI and w0051 for safety tedcoiher ise, „ to Performing I hav fpropir!y. (ached sts ctur provide ngmandaby boat lhg der aII e a ps perry attachede, top chortl shall have properly attached structural sheathing and bottom cshal shall have a properly atpachetl ,41164, ri gl d cel l I ng. Locate ons shown for permanent I ateral orestral nt of webs shat 1 have bract ng Instal i ed per BC51 :C DL 7.0 PSF DRW CAUSR7175 17164180 ,4��0�� sections B3, 87 or B10, as applicable. Apply plates to each face of truss and posetlon as shown above and on 06/13/2017 the Joint Details, unless noted l se. Refer to drawl nes 160A-Z for standard plate poset,ons. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a di vi sl on of ITV/Bul l ding ng Components Group Inc. shall not be response hie for any dove ate on from this drawl ng, any fall ure to build the truss in conformance wl th ANSI/TPI 1, or for handl Ing, shipping. AN ITM,C.OMPANY Installation&bracing of trusses. 1p p� p yL�r 14 2044 (� TOT. LD. 42.0 PSF SEQN- 115194 Amei rasspeeo bl l 1 ty s z omen y the des:124:7°Thezwl tebl 11 i ty�bq uq of the S CRraofrgfo:zmy ztr tun 115th �v s 8351 Rovana Circle reasons!bl l I ty of the Boll dl ng Deet(per per ANSI TN 1 Set.z. ,,els Tar - DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see tel s Job's general notes page and these web si tes: ALPI NE: www.al pl Sal tw.can: TPI: www.tpi net.org: BTCA: waw.sbci ndustry.can: ICC: anew.I ccsafe.org Renewal 6/30/2018 SPACI NG 24.0" J REF- 1W1 N7175 Z01 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - B2 ) Top chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x4 HF #2 :W6 2x4 HF Std/Stud: Wind I oads and reactions based on MWFRS WI th additional C&C member desi gn. Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead oad i s 1.50. 4X5(R1) 4i 3X5o� B r 3X5�i 3X5 • 1. 5X4 4' 12-4-7 01\66\ Allipp, — 8 7-6-10 0-4-7 1 ii = o 18-0-0 1 1.5X4 III 5X7= 3X5= \ T 4X5(A2) 1-6-0 Inc 7-2-12 7-2-12 3m1< 5-10-8-9-9 5-10-6 9-2-114-3-4 7-1 I— 7-2-12 ,I_ 18-0-0 J 25-2-12 Over 2 Supports R=1100 U=91 R=1239 U=57 W=5.5" RL=140/-195 Design Cri t: I RC2012/TPI -2007(STD) �� 0 PROFScS� PLT TYpoP. I TWBCG Wave FT/RT=296(0°6)/4(0) 16.01. t Ar8 I,.GSNe¢ �0 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss 825 Ne4th Ave,Cornelius O(503)357-2118 903137 2l is **WARN! I H READ gun 0 ALL NOTES a+ IS INCLUDING l (�/ 83294PE �' ITC LL 25.0 PSF REF R7175- 57593 ••IYORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORST IaeIL)1NG TNe INSTALLERS. Trusses requi re extreme care i n fabri cat]ng, handl I ng, shl ppl ng, I nstal I i ng and braci ng. Refer to and fol 1 ow I.Cl ng �/ DL 10.0 PSF DATE 06/13/17 the I atest editi on of SCSI (Buil diComponent Safety I nformatl on, by TPI and WnCA)for safety practices prl or to performl ng these functiens. Installers shat I provi de temporary bracing per BCSI. Unless noted otherwl se, - top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164004 rigid cel l l ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI AlO`� sect]ons B3, 07 or B,°, as applicable. Apply plates to each face of truss and position as shown above and on 06/13/2017 IL J the Joint Octal Is, unl es. noted otherwise. Refer to drawings,�,-Z for standard plate peal tidos. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Al pl ne, a tli vl si on of ITW 8uiltli ng Components Group Inc. shall not ba response bee for any tlevl ate on from this drawl ng, any fat l urn to but I the truss conformance wi th ANSI TPI 1, or for handling, shi ppl ng, 13 tZ pm TOT. LD. 42.0 PSF SEON- 89716 AN ITW COMPANY installation&bran ng of trusses. . A col on this draw ng or cover pew I 1 ati res thi•draw ng, I ndi rotes acceptance of profesal mol l nett ng �/ LY t 4'24 m re,spons 8351 Rovma Circle l b� l ty solei Sul i ddl the �ona�AIeI:IPI inlet=and use of:hl a droving for my structure ro 1 a the ssell.r a'�' DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s I obi s general notes page and these web si tes: ALPI NE: waw.al pi net tw.can; TPI: coxa.tpi nst.ore; WTCA: coxa.sbcl ndustry.tom; 1 CC: www.I ccsafe.org Renewal 6/30/2018 SPACI NG 24.0" J RE F- 1 W 1 N 717 5 Z01 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617098--PARR LUMBER-HI LLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 20.76 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 DL=4.2 Webs 2x3 HF #2 psf. Left and right cantilevers are exposed to wind Wind loads and reactions based on MWFRS with additional C&C member desi gn. Truss designed to support 1-0-0 top chord outlookers and cladding Ioad not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per may be notched 1.5" deep X 3.5" peri odical Iy along top edge. DO NOT engi neer of record. 2X3 studs requi re reinforcement at 70% of the length OVERCUT. No knots or other lumber defects allowed within 12" of notches. tabulated for 2X4 studs of the same grade. Do not notch i n overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load bracing requirements. applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead 1 oad i s 1.50. 4X5 MP A 1111111 10 101 4:1) 20-9-9 6-4-8 10 1 111111k—1 yp 4X8(8) III AIIIIIT ill it _ 5 5 - '\ JL___ 18-0-0 / lebr 3X5(F1)- 3X5(F1) L1-6-01-6-0›.1 c 7-2-0 7-2-0 7-2-0 7-2-0 14-4-0 Over 2 Supports a R=147 PLF W=6-8-8 RL=25/-25 PLF R=126 PLF U=26 PLF W=6-8-8 Note: Al I Plates Are 1. 5X4 Except As Shown. EO PROF Desi gn Cri t: I RC2012/TPI -2007(STD) 02 FS's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. tAv.. At.dtNF�A �, OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 e*WARNINGI0w READ AND FOLLA ALL IWTEs aN THIS DRAM NGI t2 825 N 4th Ave,Cornelius OR.97113 –i LAK"` SUNNI SN TGs DRAWING TO AU.CONTRACTORS INCLUDING THE INSTALLERS. �i/ 83284PE lilTC LL 25.0 PSF REF R7175- 57594 Trusses require extreme care In ati ng, handling, shlpp!ng, Installing and bracing. Refer to and fol Iow DL 1 0.0 PSF DATE 06/13/17 the latest eel! l ti on of SCSI (But Idl ng Component Safety Informer I on, by TPI and WTCA) for safety prod)ccs prior to performing these functions. Instal I ars shall provide temporary bracing per aCSI. Unless noted otherwise, top chord shal I have properly attached structural sheathing and bottom chord shal I have a properly attached :C DL 7.0 PSF rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shal I have bract ng Installed per SCSI DRW CAUSR7175 1 71641 81 ,4��Ol� theJoin 83. ai or Slo, as oappl ted cable. Apply plates to each face of truss and pass ti on as shown above and on 06/13/2017 J the Joint Details, unless meted otherwise. Refer to drawlnha l no-Z for standard plate ny de iati OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a tll vl sl m of I TRV Sul 1 tll ng Components Group inc. shat I not be responsl Lie for any tlevl atI on from tel s drawl ng, any failure to build the truss I n conformance 01 th ANSI/TPI 1, or for handl I ng, shl ppi ng, AN 1T'W COMPANY install ati on&brae ng of trusses. 13 "Loy 14,soo0 TOT. LD. 42.0 PSF SEAN- 119069 . A seal on this drawl ng or cover paps I I sol ng tel s drawl ng, I ndl Betas taees of profess)Deal 5091 neer)np respons 8351 Rovana Circle l b� ty of the�I theding Deal �ANIS�I tm�t2 and I a drawl ng for any structure 1 a tM $ J J Ta t OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thi s Job's general notes page end these web si res: ALPI NE: wwe al pi nei tw.con: TPI: Awa.tpi nst.org; WTCA: www,sbci ndustry.com; ICC: www.I casafe.org Renewal 8(3012018 SPACI NG 24.0" J REF- 1 W1 N7175 Z01 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HILLSBORO -Biggi Iot 6 OW Avery C -- TIGARD, OR - DGE ) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.94 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: Wi nd loads and reacti ons based on MFRS with additional C&C member desi gn. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Provide lateral wind bracing per I TWBCG wind bracing details or per engi neer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 Deflection meets L/360 live and L/240 total load. studs of the same grade. Creep increase factor for dead I oad i s 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied Truss desi gned to support 1-0-0 top chord outl ookers and cladding per I RC-12 section 301.5. Ioad not to exceed 5 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep x 3.5" wide a 48oc along top edge, only in the area above let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. (*) Provide lateral bracing for inset top chord. Brace alI exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support 4X5 lower roof with sistered truss at edge of Iower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. / 3X74 8-8-13 e/ Isl 10 p II i sikkl . 4X8(R) III 5 _ I, 0-4-13 0-4-13 I J 5 im 4_18-0-0 T 3X5= 7 10 3X5(F1) 2X4(B1) 2X4 '1 L1.-6-ELI I L-6-5.11 Lr 7-2-0 J_. 12-10-0 J NNL 7-6-W-0-0 2-5-11 4-8-11 5-3-5 7-2-0 6-8-8 6-1-8 20-0-0 Over 2 Supports > R=1016 U=4 W=5.5" R=259 PLF U=12 PLF W=6-1-8 RL=221/-221 Note: Al I PI ates Are 1. 5X4 Except As Shown. Ep PROF Design Crit: I RC2012/TPI-2007(STD) FL F PLT TpYP, 1 TWBCG Wave FT/RT=2%(0%)/4(0) 16.01 f;I.�! ., `SSS OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss 825N4thAve,Corn Cornelius 2118 "WARN!NGRNI••RETHIS AND FOLLOW AUALL NTRA ON INCLUDING LI O' ANG F�4 02� TC LL 25.0 PSF REF R7175- 57595 ••1IiDNTANT•• FlIBNISN THIS bMD FO TO ALLIWTESCONTRACTORSisDRA THE INSTALLERS. (((/// 83294PE Trusses require extreme care In ngbComcat!ng, Safeli ng, shlppl on, Iystal l and and brad ng. Refer to and follow 1 DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI aBel Idl ng Component Safety Informatl on, by TPI and andA)for safety practices pri or dI to perform)ng these functions. Installers shalI provide temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cel l l ng. Locati ons shown for permanent I ateral rostrum nt of webs shall have brad ng installed per BC DRW CAUSR7175 17164008 A�1 to the Jens 63, B]or uti as appl oted cabl e. Apply plates to each face of truss and posl tint as shown above and on IIP L� the JalnT BeTalls, unless noted otherwise. Refer to drawlngs,6oA_z for standard plete positions. 06/13/2017 BC LL 0.0 PSF CA-ENG GWH/GWH AI pl ne, a dl vi sl uo of I,,,is w Building Conponents Group Inc. shall trot ho rorfori bl a Por any devi atm on from this OREGON drawl ng, any Pall urn to build the truss In conformance wl th ANSI/TPI 1, or for handling. Shipping. AN ITWC.OMR4NY installation A brad ng of trusses. ng, hep 15 Z+ TOT. LD. 42.0 PSF SEQN- 89618 Areasons reasons'seal on 1 i ty soldrawl ng Ofor the Aes page slhown.ng tTl e`mal drawl I tyA`MW use of this drrawwll drawing structure is neer' �/ �lY 14,2� t� 8351 Rovana Circle reapomsibl l lty of the Bal I ding Designer per ANSI/IPI t Sec. sseli Tar t- DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sines: SPACI NG 24.0" JREF- 1W1N7175Z01 ALPI NE: www.al pl gel tw.con; TPI: waw.tpl est.org; WTCA: www.sbcl ndustry,com; ICC: www.I ccoufo.org RaowavaLR[8171L?fl'IA THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HI LLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - D ) Top chord 2x4 HF #2 120 mph wind, 21.94 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Wi nd I oads and reactions based on MWFRS wi th additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. 5X5(R) III 1.5X4 1.5X4/// 8-8-13 10 ��� -i 10 4X8(R) III 5 L_ 0-4-13 0-4-13 ! J5 a +1600 / 4X5(R) Ill 3X5(F1) 3X5(81) U-6-01 6-01 L- 5-0-0 5-0-0 5-0-0 7-2-0 �l' 6-8-8 �1' 6-1-8 10-0-0 � _ 10-0-0 7-2-0 �I— 6-8-8 f 6-1-8 20-0-0 Over 2 Supports > R=1032 U=29 W=5.5" R=1029 U=30 W=5.5" RL=197/-197 Design Cri t: I RC2012/TPI-2007(STD) CEO PR�F� PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01. /R.�EJ `rSA OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ""WARNINGI"' READ NC FOLLOW ALL NOTES ON THIS OWARING! (�' �• - Qt^4 t., 1 TC LL 25.0 PSF REF R7175- 57596 825 N 4th Ave,Cornelius OR 97113 "•I NPORTMT.• FURNISH THIS DRAWING Nc TO ALL CONTRACTORS INCLUDING NB THE INSTALLERS. 83294PE Trusses require extreme care I n fabricating, handling. shi ppi ng, I nstal I I ng and bract ng. Refer to and fol l ow ,.....411 P DATE 06/13/17 the Iatest edition of BCSI (Bid 1ding Component Safety Information, by TPI and wTCA)for safety practices prior L all DL 1 0.0 PSF n to performing these PLnctl ons. Insoallers shall provide temporary bracing per BCSI. Unless noted otherwI I . - top chord shall have properly attached structural Sheathing and bottom chord shall have a properly attached , 141164, rigid cel I 1 ng. Locati Ont shown for permanent lateral restraint of webs shall have braving I nstal I ed per BC DL 7.0 PSF DRW CAUSR7175 17164007 A r1 P�N sections B3, B]or 610, as nappl oted °th e. Apply plates to each face of truss and position as shorn above and on (I the Feint Petal ls, "mess notetl otner,Vlse. Raper to drawings 160A-Z for standard plate pasltl«s. 06/13/2017 BC LL 0.0 PSF CA-ENG GWH/GWH Al pi ne, a dl vi sl on of I TB But I dl ng Components Group 1 nc. shat I not be responsl bl a for any devi au on from tm s OREGON drawl ng, any fab I ace to fut I tl see truss i n conformance mel th ANSI/WI 1, or for handl I ng, shl ppl ng, AN ITW COMp4NY I metal b at on b bract ng of trusses. 11 r TOT. LD. 42.0 PSF SEQN- 89619 . A semi an this drawl ng or comer peps I I stl ns this drawl ng, I Tal Gates seceptenee or proeassl anal engl marl ng r` bl/Ly 14 004 responsi bill ty solely for the design shown. The Sul tabu ty and use or this drawing for any structure Is the ,2 8351 xovaoa Circle respond eaSoil Tar bI Il ty of the Bul Iding Deal gr per ANSI/TPI 1 Sec.2. S s�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web Si tee: SPACI NG 24.0" JREF- 1W1 N7175Z01 ALPI NE: www.al pi net tw.can; TPI: waw.tpl net.org; VITCA: www.sbcl ndustry.Com; ICC: W.I ccsafe.org Raaw.eval A Rn/1148 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - D1 ) Top chord 2x4 HF #2 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: :Lt Wedge 2x4 HF Std/Stud: WI nd loads and reacti ons based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. 5X5(R) Ill 10 10 1. 5X4 1. 5X4/// 8-8-13 �ii 11 4X8(R) III 5 i— ' llhIIIIIIIIitk..I 0-4-13 0-6-8 .� 5 i1 Imo\ T 18-0-0 4X5(R) Al J 4X5(F3) 3X5(81) 4-10-05-0-0 5-0-0 _L 5-0-0 7-0-0 ,I- 6-8-8 I 6-1-8 9-10-0 _ ,I_ 10-0-0 7-0-0 �1 6-8-8 _I_ 6-1-8 19-10-0 Over 2 Supports R=899 U=23 W=3.5" R=903 U=25 W=5.5" RL=151/-152 Design Cri t: I RC2012/TPI -2007(STD) PRoi . PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01. r .�fioil,s/�I h?�„ S OR/-/1/-/-/R/- Scale =. 3125"/Ft. ) 1 w°WARNI NGI ww READ MD FOLLOW ALL NOTES ON THIS DRARINGI • Truss Ave,,so£Oreus 971157-.118 ,(9 �� TC LL 25.0 PSF REF R7175- 57597 825 N 4th vCornelius OR 97(13 "IT FURNISH THIS BRAVING TO ALL CONTRACTORS i NCLwI M THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handling, shipping, InstalIing and bracing. Refer to and follow /. DL 10.0 PSF DATE 06/13/17 the latest edition of BCSI (Bul l ding Component Safety Information, by TPI and WTCA) for safety practices prior K. to performing these functl ons. I natal I ers shall provide temporary bract ng per BCSI. Unless noted oiherwl se, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17164001 rigid cel l I ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BG' ��� ascii ons B3, e]or 810, as applicable. Apply plates to each face of truss and post it onto as shown above and on ' the.bent Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi de oils. 06/13/2017 BC LL 0.0 PSF CA-ENG GWH/GWH AI pi ne, a dl vi sl on of I TV IAA I di ng Components Group Inc. shat l not be rl bl a for any devi ail on from this OREGON drawing, any Pal I gtfun d the truss in conformance with ANSI/TPI 1, or for handling, andpping, tw TOT. LD. 42.0 PSF $EON- 89620 AN ITW COMPANY i nasal I atl on a brats ng of trusses. no �s. A seal on th1 s draw ng or cover page I I stl no NS s drawn nts Ml Rates acceptance or Pfe"si professional etlmai s the </ 44Y 14,2O �P responei RI 11 ty sol sly for the deal on shown. The sul tab' i tyand use of tied a drawl *sell t DUR. FAC. 1. 15 FROM BB 8351 Ravens Circle rMpollsl bl 1 I>y or the But I dl eg Dm.l goer per NlSl/TPl ,Sea.z. Tan Sacramento,CA 95828 For mere Information see this Jobs general notes page and these web aiias: SPACI NG 24.0" JREF— 1W1 N7175Z01 ALPI NE: waw.al pi mel tw.corn; TPI: one.tpi nst.org; WTCA: www,sbcl ndustry.corn; ICC: www.I ccsafe.org RnnYwol fuantan1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - DG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED 1 t < Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nail Schedule:0.120"x3", mi n. nails :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows w 4.00" o.c. (Each Row) Special Ioads Webs : 1 Row w 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 76 pIf at 0.00 to 76 plf at 9.83 in each row to avoid spl i tti ng. TC- From 76 pIf at 9.83 to 76 pIf at 19.83 4" o.c. spaci ng of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 19.83 grain required in area over bearings greater than 4" BC- 1298.60 I b Conc. Load at 1.90, 1 90, 5.90, 7.90 9.90,11.90,13.90,15.90,17.90 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Wi nd I oads and reacti ons based on MWFRS. 4x8(R) III DL=4,2 psf. JT PLATE LATERAL CHORD ii Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50, [ 7] W3X5 S 3.25 [ 8] W3X5 S 1.25 [ 9] W4X5 3.25 R 2.25 3x5[10] 4X5[15] % [10] W3X5 3.50 L 1.25 [15] W4X5 3.75 R 1.25 [16] W5X5 3.00 L 2.50 0 4 [17] W3X5 2.75 R 1.25 [18] W3X5 S 3.50 3X5[17] 8-8-13 10 F 7 10 3X5[8]# ,, 3X5# 8X8(C5) =� 111111116„ . 3X5(C5) mo 1 on 0-6-8 �/� ■ _ ,� _ `_ 18-0-0 t 3X5[7] ID 4X5[9]= 8X8= 5X5[16] = 3X5[18] Ill 2X4(BP) . . - - 4X8(B1OR) Fc------3-6-3 + 3-1-14 ' 3-1-14 + 3-1-14 >I-c 3-1-14 >.c 3-8-3 7.1 I, 9-10-0 ._I, 10-0-0 Fc 19-10-0 Over 2 Supports R=6730 U=498 W=3.5" R=6604 U=489 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) �,¢EV F'ROF�SS PLT TYP. Wave FT/RT=2%0%)/4(0) 16.01. 04% edNF0 lO OR/-/1/-/-/R/- Scale =. 3125"/Ft. _ Truss Components of Oregon (503)357-2118 "'WARM NGI5'READ MO FOLLOW ALL NOTES ON THIS BRANINGI �1(/ 83294PE TC LL 25.0 PSF REF R7175- 57598 825 N 4th Ave,Cornelius OR 97113 -•I1PORTANT"• FURNISH THIS DRAWING TO ALL CONTRAC ORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer-to and follow DATE 06/13/17 the latest edltion of SCSI (Bullding Component Safety I nformati on, by TMand WTCA)for safety practices prier C DL 1 0.0 PSF to perform'ng these functions. I nstall ars shall provide temporary bracing per SCSI. Unless noted etherwl se, top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164182 rigid cel I I ng. Locatl ons shown for permanent I cetera' restraint of webs shall have bracing installed per SCSI 06/13/2017 NI ectIons B3, B7 or 510, as applicable. Apply plates to each face of truss and posit'on as shown above and on AilI] I T. the Joint the unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT J[PO'`' v AI pi ne, a dl vi si on of ITS Bur I dl ng Components Group Inc. shall not be responsi bl a for any devl ati on from this ,a drawl ng, any failure to but I d the truss i n conformance wl th ANSI/TPI 1, or for handl I ng, shl ppl ng, SLY 1q,104* 0 TOT. LD. 42.0 PSF SEQN- 119067 AN ITW COMPANY I nstal l ati on a bran ng of trusses. ng,drawl acceptance b AreSsppoons Di I on llty sol ell yRS'tor he Rdes shown. TThe hl Rsal tab!I ty and use of this drawing for Rang structure re I n the y S ell Tan DUR. FAC. 1. 15 FROM BB 8351 Rovaua Circle rMperlal el I 1 ty of the gall a!ng Beal goer per ANSI/Tel 1 sec.z. Sacramento,CA95828 For more Infermatlon see this lobs general rotes page and these web sites: Renewal 8/30/2018 SPACING 24.0" JREF- 1W1N7175Z01 ALPINE: www.al pi tel tw.non: TPI: W.tip'nst.org; WTCA: www.sbcindustry.corn: ICC: www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617098--PARR LUMBER-HI LLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad Wind I oads and reacti ons based on MWFRS wi th additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad i s 1.50. 4X5 R\ 10 10 411111 5-0-0 .. ■ ■ ■ ■ ■ ■ ■ .. 9-0-0 / 2X4(B1) - 2X4(B1) L _ _ _ _ 1 6 0 1 6 0 5-6-4 a 5-6-4 I, 5-6-4 _I_ 5-6-4 J 11-0-8 Over 2 Supports R=756 U=110 W=3.5" R=756 U=110 W=3.5" RL=135/-135 Note: Al I PI ates Are 1. 5X4 Except As Shown. fLEO PROF. Design Cri t: I RC2012/TPI -2007(STD) :' Ss PLT TYP. Wave FT/RT=2% 0%)/4(0) 16.01. ♦h% f &JNF � Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 ...WARM NW ww READ Atm FOLLOW AU.NOTES ON THIS DRAWING! efiMilighiiaTOCRL/L-/l/-/2-5/.R0/-PSF pp u ••ItFORfANT•• FURNISH THIS DRAWING TO ALL CONNTRACTORS IROL MING THE INSTALLERS.TREF R7175- 57 599 825 N 4th Ave,Cornelius OR 97 13 _ I ow therusses I atestrequi 00101 on ofrSCSI c are(Bull dingbCCcmponent Safetycat i n, handl tn I oforsibmati non, bystal TPIl Ind NTCA)andract fornsafetyer practicesto andfol pri or C I L 1 0.0 PSF DATE 06/13/17 v to perform]rigfu these Arnett ons. Install ars shall prowl de temporary bracing per SCSI. Unl noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164183 rigid cel I I ng. Locati ons shown for permanent I ateral rostral nt of webs shal I have bracing installed per SCSI 06/13/2017 rI ecti ons B3, B7 or 1310, as app)I cabi e. Apply plates to each face of truss and position as shown above and on A I1I 1 L=1 N the Joint DetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi 51 onsOREGON :C LL 0.0 PSF CA-ENG PBC/RTT Alpine, a di vi Si on of ITW Bo'101 ng Components Group Inc. shat I not be responsible for any deviation from this /� drawl ng. any failure to bid Id the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, ` AN ITWCOMR&NY Installat!on&bracing of trusses. rool 1p acceptance Mq �a� `�cr u,so� 0 TOT. LD. 42.0 PSF SEON- 115182 Armapw si eal DI 11 ty sill a drawl yOfor the or eddea page shown.I sti ng TThe sul tab'I i ty�end 110w of thi Sdrawl ngrofo profess, structure 1 sNthe �SS s N. 8351 Rovam Circle respolnl bill ty of the Sul 1 a Ip Deal goer per ANSI/Tp1 I see.2. eII Tao"' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job.s general notes page and these web si ten: Renewal 6130/2018 SPACI NG 24.0" .JREF- 1W1 N7175Z01 ALPI NE: www.al pi nal tw.can; TPI: www.tpi nst.org; WTCA: www.sbci ndustry.cow ICC: www.i ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617098--PARR LUMBER-HI LLSBORO -Biggi Iot 6 OW Avery C -- TIGARD, OR - F) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, 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 Iive Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 1.50. 4X5(R) lit AI 110 5-0-0 ..7;=--:: 9-0-0 1.5X4 HI 2X4(81) - 2X4(B1) L1-6-0 L1-6-0J 5-6-4 5-6-4 5-6-4 I 5-6-4 F 11-0-8 Over 2 Supports :-{ R=618 W=3.5" R=618 W=3.5" RL=120/-120 Design Cri t: I RC2012/TPI —2007(STD) ,� e©PRUF�Sti� PLT TYP. Wave FT/RT=2%(O%)/4 0) 16.01. 0 ,e!.Gt NE, "p OR/—/1/—/—/R/— Scale =. 375"/Ft. po •`WARM NGI ae READ AND FOLLOW ALL NOTES ON THIS DRAWING!Truss 5 N 4th Ave(,SCorrnelius OR 971137-118 "I f'WT" SHISH IRIS°RARINGTO ALL CONTRACTORS INCLUDING THE INSTALLERS. LV , �TC LL 25.0 PSF REF R7175— 57600 Trusses reyulre extreme care In fabricating, handling, shi ppi ng, Installing and bract ng. Refer to and foow it ,/ L 10.0 PSF DATE 06/13/17 the latest edl t on of SCSI (But l ding Component Safety I nformatl on, by TPI and WTCA)for safety practices prior to performing these functl ons. Installers shall pray'de temporary bracing per BCSI. unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF ri gid cel I 1 ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bract ng I nstal I ed per SCSI 06/13/2017 DRW CAUSR7175 17164184 ecti ons 63, B7 or 810, as appl l cabl e. Apply plates to each face of truss and post ti on as shown above and on IQ1 T. the Jot nt Octal Is, unless noted otherwl se. Refer to drawl rigs 160A_2 far standard plate positions. OREGON BC LL ,4 �u N Alpine, a di viston of ITW But Iding Components Group Inc. shall not be responsible for any dant Ott on from the. 0.0 PSF CA—ENG PBC/RTT drawl ng, any fat lure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �I y,�Y 14 20� �� TOT. LD. 42.0 PSF SEAN- 115179 AN ITW COMMNIY I natal I eta on&brace ng of trusses. ng, 1, or 1p vq res Mt sl bl II II ty sol el y■forclover r the deepegs 1 y1 slhodm.TTM sot teed l I ty�wl use of the s drawwl ng for any yBt rulature neer' the v 8351 ROva118 Circle respcnsl blllty of the Butlarg Desi goer per ANSI IIpl ,Sac.s. well Tar DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more information see this Jab's general notes page and these web sites: Renewal 8/3012018 SPACI NG 24.0" JREF— 1W1N7175Z01 ALPI NE: waw,al pi nal to.can; TPI: www,tpi nst.erg: RTCA: wow.sbcl ndustry.tom; ICC: WWW.I ccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - EGE) Top chord 2x4 HF #2 120 mph wind, 20.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Left and right cantilevers are exposed to wind Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord Provi de I ateral wi nd braci ng per I TWBCG wind bracing details or per may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT engineer of record. 2X3 studs require reinforcement at 70% of the OVERCUT. No knots or other lumber defects allowed within 12" of notches. length tabulated for 2X4 studs of the same grade. Do not notch i n overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive bracing requirements. I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. 4X5= A\ / PA 10 ' 7 10 1 , 0-8-12 ,o1 14 m 4-11-13 10010 4X8 O R III 'I 11141 '/r \ 16.5 6.5 I �for +18-0-0 t 3X5(F1)i 3X5(F1) L1-6-0-5 8E1-6-01 5-6-0 >-c 5-6-0 a. 5-6-0 5-6-0 6 11-0-0 Over 2 Supports R=157 PLF W=5-0-8 R=129 PLF U=47 PLF W=5-0-8 RL=28/-28 PLF Note: Al I PI ates Are 1. 5X4 Except AsShown. gn Cri t: I RC2012/TPI -2007(STD) ,�# p��FFSs, PLT TYP. Wave FT/RT=2% 0%)/4(0) 16.01. 0" (6MNE_ �0 OR/-/1/-/-/R/- Scale =. 375"/Ft. 1 "`WARNINGI e"READ 8110 FOLLOR ALL NOTES ON THIS DRAM Pm )`}y��+ ' ' Truss N4thAve,sotOreus (571137-_118 ••IIiORTN(T•• FURNISH IRIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � TC LL 25.0 PSF REF R7175- 57601 825 N 4th Ave,Cornelius OR 97113a ni Trusses require extreme care In fabricating, handling, shl pp!ng, Installing and bracing. Refer to and follow / DATE 06/13/17 the latest edition of BCSI (Sul Iding Component Safety Information, by TPI and WTCA) for safety practi ces prior / J. I L 10.0 0 PSF to perform)ng these functions. Install ars shall provide temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shal l have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164185 — rigid ceiling. Locati ons shown for permanent lateral restraint of webs shall have bracing Installed par BCSI 06/13/2017 ,4�A1 N thet Join 83, 87 or, unl as spell cable. Apply pinto to each face of trussoand rdspltl onate as shown above and on ' the ito, Ddiviti unless noted ongeCo po. Refer to dcshe l 160A-Z for standardlplore nysdcviot. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Al wl ng, a yl fl sl on of I TV l dl I hi ng Components necos ormap 1 Inc.. hhAi 1 not bresponsible for any ipoi ng,on from tel s drawl ng, any Tai I urn to bulla the truss n conformance wl ih ANSI/TPI 1, or for handl I ng, shl dpi ng, 0� 0 TOT. LD. 42.0 PSF SEQN- 115189 AN ITW COMPANY install atl on a bran ng of trusses. eeep 4 'lily 14,Z f . A Nei on tel s drawl ng or cover page I I eel ng thl s drawl ng, I nal cats* tM s ARrmall drawing sl engl tree i smtM v •` raeponsi bill ty solely for the design shown. The meltability and use of M @��Tao' DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the soil el ng DNI gner per ANSI/191 f Sec.2. Sacramento,CA 95828 For more Information see chs general notes page and these web sl tee: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1 N7175Z01 ALPINE: mew,al pi nei tw.can; TPI: www.till ill cast.cads.org; WTCA: www.sbcl ntlust ry.nom; ICC: wa,1 vcsafo.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617098--PARR LUMBER-HILLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - E) I Top chord 2x4 HF #2 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 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 Iive Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead load is 1.50. 4X5 1 PJ 10 I II ,D 4-11-13 4X8(R) III 6.5 6.5 lefr 0-6 8 41/44111/ 0-6-8 18-0-0 --f- 2X4(A1)y 2X4(A1) �r I_ 5-4-0 � 5-4-0 J 5-4-0 5-4-0 5-4-0 5-4-0 < 10-8-0 Over 2 Supports R=490 U=1 W=3.5" R=490 U=1 W=3.5" RL=80/-80 Es)PROP Design Cri t: I RC2012/TPI -2007(STD) uc19' FSS, PLT TYP. Wave FT/RT=296(096)/4(0) 16.01. 0e% ,CMN FF iO OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss ComponentsN 4th eCorn li Oregon s (503)357-2118 097113)37-218 ...WARM NGI**READ AND FOU ALL NOTES ON nn S DRAMNM83294PE 41 2 ••IMORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INLU (U CDING THE INSTALLERS. 7 TC LL 25.0 PSF REF R7175- 57602_ Trusses require extreme care In fabricat'ng, handling, shlpping, InstalIing and bracing, Refer to and fol lowDATE 06/13/17 the latest edition of SCSI (Gull dl ng Component Safety Information, by TPI and WTCA) for safety practices prior /� I L 10.0 PSF T. to performing these functi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cell1 ng. Locations shown for permanent I ateral restraint of webs shall have bracing Installed per BCSI 06/13/2017 :C DL 7.0 PSF DRW CAUSR7175 1 71 641 86 .4�L=�0 N sect!onsn 83, aT or, as oted cable. Apply pinto to each face of trussoand position pas as town above and on the i ni, Dotal 1 i unless noted i ngeCol po. Refer to drawingsdrawl I not for standard plate nye l ti as. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Al pl ne, a dl vi si on of I TW Dui I dl ng Components Group IncI . shat I not be responsible for any deviation from tel s drawl ng, any failure to build the truss I n conformance with ANSI/TPI t, or for handling, shl epi ng, I'/ o� m TOT. LD. 42.0 PSF SEAN- 115192 AN ITW COMPANY install ate on&bracing of trusses. l Oates apt ` LY 14, Areaspons bit 1 ty SOI el on thl s drawl yGor for he design page sist]ng hown. Thl Thesdrarl sal tab'IOI I ty eland use of tits drawl ng forany structure 1 sethe es s 8351 RovanaCncle respells'Ill I l ty of the Sail ding Designer per ANSI AM 1 Sae.2. ���Tai DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this jobs general notes page and these web rites: Renewal 6/30/2018 SPACI NG 24.0" JREF- 1W1 N7175Z01 ALPINE: wow alpl nal tw.can; TPI: www,tpl nst.org; WCCA: www.sbci ndustry.cam; ICC: now.I ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617098--PARR LUMBER–HILLSBORO –Biggi lot 6 OW Avery C -- TIGARD, OR – EG) Top chord 2x4 HF #2 2COMPLETE TRUSSES REQUI RED I 2 Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 76 pl f at 0.00 to 76 pl f at 5.33 Use equal spaci ng between rows and stagger nails TC- From 76 pl f at 5.33 to 76 pl f at 10.67 i n each row to avoi d splitting. BC- From 7 pl f at 0.00 to 7 pl f at 10.67 BC- 1090.93 I b Conc. Load at 0.90, 2.90, 4.90, 6.90 120 mph wi nd, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1099.87 I b Conc. Load at 8.90 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wi nd I oads and reactions based on MWFRS. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase 4X5(8) IIIfactor for dead Ioad is 1.50. 4111. 1 /t 10 10 4-11-13 0-6-8 0-6-8 18-0-0 3X7/// 3X7\\\ S 4X5(81) - 4X5 B1 5-4-0 5-4-0 3-8-2 3-3-13 3-8-2 5-4-0 ,l 5-4-0 Fc 10-8-0 Over 2 Supports R=3402 U=294 W=3.5" R=2948 U=257 W=3.5" Design Cri t: I RC2012/TPI -2007(STD) �,�Et3 PR��FSS, PLT TYoP. Wave FT/RT=2%(0%)/4(0) 16.01. PA-I ...CANE.",,c- Truss 'p OR/-/1/-/-/R/- Scale =. 5"/Ft. T 825 No4th Ave,Cornelius OR 90311 3 7-2 1 1 8 wnWARNI NGI w•HEAD AND FOLLOW ALL ONTES ON TNI s GBAWINGl 4!i - REF R7175- 57603 •vNPOBTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF Trusses requi re extreme care 1 n fabrl call ng, handl 1 ng, shl pp'ng, installing and bract ng. Refer to and f�1 ow 0,,m- DL 10.0 PSF DATE 06/13/17 the latest edition of BCSI (Sul l di ng Component Safety I nformatl on, by TPI and WTCA) for safety practl cesprier n to per£ormi ng these functi ons. I nstal I ars shall provide temporary bracing per SCSI. Unless noted°therwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164187 rigid veil I ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI ,4 L��� thes e Jens B3, B7 or 810, as appl etb!e. Apply plates to each face of truss and posttlon as shown above and an 06/13/2017 the Jotnt getan s, unless noted otherwise. Refer to drawings 160A-2 for standard plate posltlons. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT AI pl nen a tli vi Si on of ITW Elul I dl ng Components Group Inc. shall not be responsible for any deviation from this drawl ng, any fail are to build the tress conformance with ANSI/TPI 1, or for handl I ng. shipping, 13 t?/ TOT. LD. 42.0 PSF SEAN- 114449 AN ITW COMPANY 1 nstal I atlon&bract ng of trusses. drawing, Mp 1q 4 LY 14,2� AZo r sI bl I on Illy 801 sl yGfof cover M design sleV no thl hown. ThesSal teal l ty�xM use osf acceptance drrawl npro}'of profess' structure I s the v$ ss. 835l Rovaoa Circle r spmnsl bl l l ty of the BILI I di ng MEI gm.-per ANSI/WI 1 Sec.2. a nn Tan DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thl s)ob's general notes page and these web sites: ALPI NE: wow,al pi nei tw.con: TPI: Www.tpl nst.org; WTCA: waw.sbci ndustry.cot; ICC: waw.I ccsafe.org Renewal$/30/2018 SPACI NG 24.0" J REF- 117175Z01 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HI LLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - GGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldgg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC OL=4 .2 psi. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 lumber defects allowed within 12" of notches. Do not notch in overhang or heel studs of the same grade. panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied requirements. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, Creep increase factor for dead load is 1.50. CAT II & Pf=21.17 psf. 4X5= T 6 6 p W1 2-10-3 g 0-4-3 I U 0 CI U N 09-0-0 r M 2X4(A1) = 2X4(A1) LE-1-6-0—>-1 L-1-6-0--›-I 5-0-0 -1- 5-0-0 L- 5-0-0 ,I_ 5-0-0 —J '< 10-0-0 Over 2 Supports >1 R=721 U=138 W=3,5" R=721 U=138 W=3.5" RL=66/-66 Note: Al I PI ates Are 1. 5X4 Except As Shown. p PRO�1: Design Cri t: I RC2012/TPI -2007(STD) �,����FS PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01. ►�r�Ll, j `s�. OR/-/1/-/-/R/- Scate =.5"/Ft. Truss Components of Oregon (503)357-+,118 "WARNING!ww READ AND FOLLOW ALL NOTES ON THIS INCLUDING REF R7175— 57604 825 N 4th Ave,Cornelius OR 97113 Al�aT FURNISH THIS DRAWING To ALL CONTRACTORS I xcwD1 xc TNe INSTALLERS. v � �TC LL 25.0 PSF Trusses requi re extreme care In fabri cati ng, handling, shl ppi ng, I nstel Ilno and bracing. Refer to and foil ow the Iatest edition of BCSI (Building Component Safety Infermatlon, by TPI and WTCA) far safety practices prior / DL 1 0.0 PSF DATE 06/13/17 to performing these functions. Installers shall provi de temporary bracing per RCSI. Unless noted otherwl se, top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17164005 rigid cell Ing. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ,4�L��� T. sections 93. B7 or 810, as applicable. Apply plates to each face of truss and posltlon as shown above and on 06/13/2017 the Joint Detal Is, unless noted otherwise. Refer to drai onsAlInc. not be responsible for any devl atl on from this OREGON drawl ng, any fel l"ri to btra thesos truss In conformance with ANSI/TPI 1, or for handling, shipping, "bEY 14,2a� 0 TOT. LD. 42.0 PSF SEON- 89628 AN ITW COMPANY installation&brad ng of trusses. I MI cotes asp; 1p -p #resspelilsDI I Ion lty sol N drawing the deaor cover all gn sage I lhaam,stl op TTTehi ssul tabdrawl iipI I ty and use of thl s drawl ng for any stricturecI a the ��7 S 8351 Rovana Cycle rwsponalCIllty of the Bull ding Danigner per ANSI/TPI I$00.2. eII Tar DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s)obi s general notes page and these web sites: ALPI NE: wax,al pi mel tw.cos TPI: wax.tpi nst.org; WTCA: www.sbci ndustry.com; ICC: www.I ccsafe.org Renewal 8/30/2018 SPACI NG 24.0" J RE F- 1W1 N 717 5 Z01 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HILLSBORO -Biggi Iot 6 OW Avery C -- TIGARD, OR - G ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RI SK CAT II, EXP B, WI nd TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x4 HF Std/Stud WI nd loads and reactions based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1,10, CAT II & Pf=21.17 psf. 4X5= 6 6 2-10-3 0i C ` 0� 900 1. 5X4 III 2X4(A1) .---- 2X4(A1) Le=-1-6-0- L_1-6-0--a.1 5-0-0 + 5-0-0 I.- 5-0-0 _I- 5-0-0 -J 1< 10-0-0 Over 2 Supports R=591 W=3.5" R=591 W=3.5" RL=59/-59 Design Crit: I RC2012/TPI -2007(STD) ��tO PROFESS PLT TYP. ITWBCG Wave FT/RT=2% 0%)/4(0 16.01. .4r., .Q SN 7. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503))357-.118 w°WARNI NW..READ AND FOLLOW ALL NOTES TO THIS INCLUDING ' TC LL 25.0 PSF 825N4th Ave,Cornelius OR 97113 ••INPORTANP. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 57605 Trusses require extreme care In fabri cati ng, handling, shi ppl ng, Install1ng and bracing. Refer to and Pot ow the latest edlt1 on of BCSI (Bull di ng Component Safety I nformati on, by TPI and MICA)for safety practices prior DL 1 0.0 PSF DATE 06/13/17 to Performing these functions. Install ars shalI Provl de temporary bract ng per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid col l i ng. Locati ons shown for permanent lateral restral nt of webs shall have bracing Installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17164003 Ta sections B3, 57 or B10, as applicable. Apply plates to each face of truss and position as sham above and on 06/13/2017 AJ ol�^ I the�olnt Ddivisi, "mess noted otharwlse. Refer tp drawings 160A-Z for standard plate positron: OREGON BC LL 0.0 PSF CA—ENG GWH/GWH L—Ir I �I Al pl new a tli vl sl on of I teral the truss.n conformance with ANSI/TPI or for handl I ng, shipping, 'A 1�!/ 00 TOT. LD. 42.0 PSF SEON- 89629 AN ITW C.OMDWY I nstal l at on&bracing of trusses. . A seal on thl s drawl ng or rover pees II sting thl a drawl ng, Rates nal Ratarop tan1q ee of profess)oral elgl neer) (j CY 14w ZO resp000l RI 11 ty sol e1 y for the design shown. The sul tebI I ty end ase of this drawing for any structure I s the ND a II Tan DU R. FAC. 1. 15 FROM BB 8351 Rovene Circle respond 0111 ty of the Wilding Designer per ANSI m1 1 Sec.2. Sacramento,CA 95828 For more I nformatl on see thl s Job's general notes page and these web sl Sew ALPI NE: www.al pi nal tw.can; TPI: www.tpl net.org; MICA: www.six'ndustry.cam; 1 CC: www.I cesafe.org Renewal 8/30/2018 SPACING 24.0" J RE F- 117175 Z01 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0617098--PARR LUMBER-HI LLSBORO -Biggi lot 6 OW Avery C -- TIGARD, OR - I ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4 .2 psf. Webs 2x4 HF Std/Stud Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. 1.5X4 HI 6r------ . 1 '15 1-4-3 0-4-3 ill 4_9-0-0 It ►% 1. 5X4 III 2X4(A1) FE-1-10-4— 12 2-0-0 Over 2 Supports I' 'I R=197 W=5.5" RL=24 R=53 U=2 Design Cri t: I RC2012/T(-2007(STD) A�0d cP Ss,. OR/-/1/-/-/R/- Scale =.5"/Ft. PLT TYP. ITWBCG Wave FT/RT=2% 0%)/4(0) 16.01. rr� i Truss Components of Oregon (503)357-2118 '`WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS CRAVING' ((� lek TC LL 25.0 PSF REF R7175- 57606 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT." FURNISH This DRAWING TO Ali caneACTGRG I NDLUDI NG THE i NSTALLERS, 83294PE Trusses require extreme care In fabricating, handling, shipping, nstal Ii ng and braci ng. Refer to and follow br ` DL 10.0 PSF DATE Ob/13/17 the latest edition of SCSI (Bull di ng Component Safety I nformat I on, by TPI and MBCA) for safety practices prl or to perform'ng these functl ons. Installers shall provl de temporary bracing per SCSI. Unless noted otherwl se, kdilhil top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel l I ng. Locati ons shown for permanent lateral restraint of webs shell have bract ng I nstal 1 ed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17164006 I7 ectl ons B3, B7 or B10, as appy cabl e. Apply plates to each face of truss and position as shown above and on06/13/2017 III1 IO1J the.lei en Details, unless noted otherwise. Refer to drawings 160A-z for stendara plate peslt'ons. BC LL 0.0 PSF CA-ENG GWH/GWH I ALJ N AI pl en, a di vl sl on of 1 TW Bui 1 tli ng Components Group Inc. shat 1 not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inatal lat]on a bracing of trusses. C TOT. LD. 42.0 PSF SEON- 89703 . A seal on till s draw ng or cover pep.I I ati rip thl s dread ng, I nal nates acceptance of profess'onal .ngl neer'ng 4 LY 14,16 Q/ billreasons' Ity solely BBul Ifor dInnp�Dealene per ANign shown. SI/WI Se5.=end use of t,l:drawing for any structure I.the 6.8eif Tar l'- DUR. FAC. 1. 15 FROM BB 8351 Reverie Circle reryenel b1 I 1 R Sacramento,CA 95828 For more Information see this lob's general notes page and these web si tes: SPACI NG 24.0" JREF- 1W1 N7175Z01 ALPI NE: www,al p'mel tw.cow TPI: www.tpl nst.org; WTCA: www.sbci ndustry.com; ICC: www.I ccsafe.org Renewal 8/30/2018 Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = LOU Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 On 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L" Brace w (1) 2x4 "L" Brace * (2) 2x4 "L' Brace ** (1) 2x6 "L" Brace * (2) 2x6 "L" Brace ** 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 AlC #1 / #2 Spruce-Pine-Fir Hem-Fir 4' 7° 7' 10" 8' 1" 9' 3" 9' 7" 11' 0" 11' S" 14' 0" 14' 0" 14' 0" 14' 0° _ #1 / #2 Sr*tnndn #2 Stud <J — #3 4' 4' 7' 2' 7' B" 9' 1" 9' S" 10' 10" 11' 4" 14' 0° 14' 0" 14' 0" 14' 0° #3 Stud #3 Standard • _ —_ Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10" 11' 4" 14' 0" 14' 0" 14' 0" 14' 0' Standard 4' 4' 6' 2" 6' 7" 8' 2' 8' 9° 10' 10" 11' 4' 12' 10" 13' 9' 14' 0" 14' 0° Douglas Fir-Larch Southern Pine*** Q1 #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 _1 S 9 #2 4' 7° 7' 10" 8' 1" 9' 3° 9' 7" 11' 0" 11' 5" 14' 0° 14' 0" 14' 0" 14' 0' StudStull 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' Stud 4' 6' 6' 6' 6' 11" 8' 7" 9' 2" 10' 11° 4' 13' 6' 14' 0" 4' 0` 14' 0' Standard 4' 4" 5' 9' 6' 1' 7' 7" 8' 2" 10' 4' 11' 1" 11' 11" 12' 10" 14' 0° 14' 0° Group B' U #1 / #2 5' 3" 8' 11" 9' 3" 10' 7' 11' 0' 12' 7' 13' 1" 14' 0' 14' 0" 14' 0' 14' 0" Hen-Fir +J _ S 9 P #3 5' 0' B' 10" 9' 3" 10' 5" 10' 10" 12' 5° 12' 11' 14' 0" 14' 0" 14' 0" 14' 0" #1 & Btr L U — F Stud 5' 0" 8' 9' 9' 2' 10' 5° 10' 10" 12' 5' 12' 11" 14' 0" 14' 0" 14' 0" 14' 0' #1 o O Standard 5' 0° 7' 6' 8' 0" 10' 1" 10' 9" 12' 5' 12' 11" 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww #1 5' 6" 9' 1" 9' 5" 10' 8" 11' 1" 12' 8" 13' 2" 14' 0" 14' 0° 14' 0' 14' 0" #1 #1 S'3 #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 ORE (Stress-Rated Board), 0 ,---I D F L Stud 5' 0" 7' 11" 8' 5" 10' 6" 10' 11" 12' 6" 13' 0° 14' 0" 14' 0" 4' 0" 14' 0" wwwFor 104 So Pine use only Industrial 55 or Standard 5' 0" 7' 0" 7' 5° 9' 4' 10' 0" 12' 5' 12' 11° 14' 0' 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards, Group B 0 S f #1 / #2 5' 9" 9' 10" 10' 2' 11' 7" 12' 1" 12' 7" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" values may be used with these grades d J #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: LU 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), 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, Cli DPL Stud 5' 8' 9' 2" 9' 9" 11' 6" 12' 0" 13' 9" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" Standard 5' 6" 8' 1" 8' 7" 10' 9" 11' 6° 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' Syron rAttach 'L' braces with 10d (0128"x30' min) nails, ' ' ' ac Aboutl © 91( For (1) 'L' brace, space nails at 2'Gable Truss " 11 in 18' end zones and 4' o.c between zones. Diagonal brace option. �_ )If (For (2) °L" braces: space Halls at 3" o,c, E■ T in 18' end zones and 6" c.c between zones. vertical length may be ■ e doubled when diagonal 18" 0 'L' bracing must be a minimum of 807. of web brace Is used Connect V © member length Li diagonal brace for 385# "L" L — at each end. Max web Brace 4`p Gable Vertical Plate Sizes total length is 14'. �_ �( , , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal — 111Greater than 4' 0', but Vertical length shown brace; single less than 11' 6° 2X4 in table above or double cut 18" © Greater than 11' 6" 3X ' 45° Cas shown) at L_ i © + Refer to connon truss design for upper end, -� o- IIII t Q peak, splice, and heel plates • //ont nuoc,- ,.g G p n �} Refer to the Building Designer for conditions Connect diagonal at FO pg addressed by this detail, midpoint of vertical web Refer to chart above fc"- .4 L' 3,6% I un. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ^ill n ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Uig /�v1`��`IP' ��, REF ASCE7-10—GAB12030 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and V 83294PE _T follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety /y Y ;' DATE 1��01�14 practices to forma these functions Installers halt temporary bracing per SCSI. 4 / Unless notedootherw se, top performing shall have properly attached structural sheath ng and bottom chord • ,,„ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs - DRWG A12030ENC101014 shall have bracing Installed per BCSI sections H3,B7 or 810, as applicable. Apply plates to each face [1----„P NR^ I of truss and pasltlo' ns shown above and on the Joint Details, unless noted otherwise. 06/13/2017 V Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, 06Aspy N � ,,,i X. T❑T, LDS 60 PSF installation 4 bracing of trusses. teiA seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 4 .1/CY 14'2047' 0 engineering responsibility solely for the design shown The suitability and use of this drawing A 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect Ssell Tai• Earth City,MO 63045 For more information see this ,lob's general notes page and these web sites 1:=1�'., SPACING 240" ALPINE: www.alpineitwcomi TPD SBCA, www.sbcindustry,orgi ICC, www.iccsafe.org nnrrd..nl 813012018 - Gable De - all ((*"II Foo LetHn Verticals Gable Truss Plate Sizes Abolt`� © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, i; +ORefer to Engineered truss design for peak, splice, web, and heel plates, ,.e,,, 1 404, © ©If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web AP Gable • IIUIhIu1lI ! © L1Y,giitn1111111111% © Example:• 2X4 CIO 2X4 P 2X8 T" Reinforcement Attachment Detail "T" Reinforcing °T' Reinforcing Member Member Toe-Halt - ❑r - End-Halt © 0 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 lOd 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, lOd Common (0.148"x3",min) Toenails at 4' o�c, plus 1 1 Web Length Increase w/ "T" Brace I 4 Nails �� �� (4) toenails in the top and bottom chords. "T' Reinf, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example) 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, 7. ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detail Drawin s Gable Vertical = 24"o�c, SP #3 Truss p g 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T° Brace Increase (From Above) = 30% = 1.30 A1153OENC101014, A1203OENC101014, A14030ENC1O1014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7° A18030ENC101014, A20030ENC101014, A20030END101O14, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2" See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, A4 Nails ►- Ceiling O PROp . OIL S. wwWARNINGIw.READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REE LET-IN VERT OOIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in Fabricating, handling, shipping, installing and bracing, Refer to and 1 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SUCH) for safety /.r DATE 10/01/14 practices prior to performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, tap chard shall have properly attached structural sheathing and bottom char DRWG GBLLETIN1014 shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs [ l- [ sfall have bracing Installed per BCSI sections B3, B7 or B70,as applicable. Apply plates to each face 06/13/2017 L Ll )J of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ()6APON Alpine, division of ITW Building Components Group Inc. shall not be responsible for any deviation from V AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, i"a, installation s bracing of trusse 4 tY 14,20 to a X TOT, LD, 60 P S E A seal on this drawing orcover page listing this drawing,indicates acceptance of professional S engineering responsibility solely for the design shown. The suitability and use of this drawing `9e/1 Tao' 'Ti',JR, FAC, ANY for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2,13389 _____ Earth City,MO Drive045 For more Information see this ,Job's general notes page and these web sites, Earth MO 63045 ALPINE, www alpineitw�coml TPI ewww,tpinst�orgl SBCA, wwwsbclndustry,orgl ICG www�iccsafe,org Renewal 6/36/2018 P'I,r��°,X� SPACING 24.0" ASCE 7-10: 130 mon, 30' Mean -eignt, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 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 = LOU, Wind TC DL=5 0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Boti 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, Optional 2x L-reinforcement attached Nails: 106 box or gun (0128"x3",min) nails. to stiffback with 106 box or gun (0.128" x 3", minG nails 8 6" o,c, I X II )( t r, 2X4 Blocking I nailed to ;�45° sheathing and 124_MxilIIi1 each truss (Typ' 1. H 1111111111 a II II II II Il 2X4 DF-L #2 H/2 or better diagonal brace Attach each end >K iT ■ ■ ■ ■ IIIiA . I�■ ■�■ ■r7■�■ EN ■ ontinuous Bearing — 2x6 #2 Stiffback attached to each EO P'ROp . Stud w/ (4) 1061 box or gun (0,123" X 3", min,) nails, aj4e"` GINE s�� •wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI /'4 � �� Y REF GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a�(/ 83294PE 9 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and '' DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Informs-Lon, by TPI and SBCA) for safety practices prior to performing these Functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chore --,,, no shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 shall have bracing Installed per BCSI sections 33, B7 or B10, as applicable. Apply plates to each face 06/13/2017 ' -1_11__ of trussand position as shown above and on the Joint Details, unless noted otherwise. /�p�/± % L L , _.UN Refer to drawings 160A-Z for standard plate positions. .6/1.5/19 L/kc{yE ON AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from V 13y I/ ,p �. this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 4 44v 14 2QV' installation & bracing of trusse m MAX, TOT, LD. 60 PSE 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 °eon Tao•'. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Seca Earth City,MO 63045 For more information see this Job's general notes page and these webRe sites� newe18/3012018 M AX, SPACING ALPINE. www.alpineltw,comi TPD SBCA, www.sbcindustry,org, ICCs www,iccsafe.org R Reis -- o /- c ' ng ve -nben SLbs vL., vion 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, Attach with l0d (0.128"x3.0",min) nails , at 6" ac, Reinforcing member is Notes' a minimum 80% of web Air- 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 n chart below maybe conservative: P \ / \ / For minimum alternative reinforcement, re-run design with appropriate NM ,\j/\ reinforcement type, T-Reinf: L-Reinf, Web Member Specified CLR Alternative Reinforecement Scala Re inf O^C2meY t Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 10d (0,128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) 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. (*) Center scab on wide face of web, Apply (1) scab to each face of web, Ill MN ��EO PROFESS' //.w5 tGtNE A �OA woWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI V (` 41 Y i(; LL PSE REE CLR S u b s t. ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 'y Trusses require extreme In fabricating, handling, hipping, installing and bracing. Refer -to and C. � - DL PSF DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SHCA) for safety .-, practices prior -to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chor il" DL PSP DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs " /zi�uN E shall have bracing installed per BCSI sections BB B7 or BIO, as applicable Apply plates to each face of truss and porton as shown above and on the pont Details, unless noted otherwise. 57, LL PSL Refer to drawings 160A-Z for standard plate positions, 06/13/2017 rf► 06/Q /F190N Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from C I LIT, LD, PSE AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /r �ty �O(4 I tallation & bracing of trusse (e 14, t0 A seal an this drawing orcover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing Seen Tar -IJR. PAC. for any structure Is the responsibility of -the Building Designer per ANSI/TPI I Sect. Earth Ay,MO Drive0for more Information see this ,Job's general notes page and these web sites: Earth City,M063046 ALPINE. www.alpineitw.coml TPI. www�tpinst.orgi SHCA. www,sbcindustry.orm ICC. www,lccsafe,org Renewal 813012018 PACING r . Gable Stud Reinforcement Detail ASCE 7-10! 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = COO Dec 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 ❑ri 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 ** (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 Hem-Fir - SPF #1 / #2 Standard #2 dd #3 4' 7" 7' 9" 8' 3" 9' 7" 9' 11" 11' S" 11' 10" 14' 0" 14' 0" 14' 0" 14' 0" #3 Stud #3 Standard O — Stud 4' 7" 7' 8" 8' 2" 9' 7" 9' 11' 11' 5" 10" 14' 0" 14' 0" 14' 0' 14' 0" 4' 7" 6' 7" 7' 0" 8' 10" 9' S" 11' S" 11' 10" 13' 10" 14' 0° 14' 0° 14' 0' Douglas Fir-Larch Southern Pine*** Q Standard#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 SD #2 4' 10" 8' 2" 8' 6' 9' 8" 10' 1" 6' 12' 0" 14' 0" 14' 0" 14' 0" 14' 0" Stud StandardStud 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 P Stud 4' 8" 7' 0" 7' S" 9' 3" 9' 11" 11' 5" 11' 11° 14' 0" 14' 0" 14' 0" 14' 0' Standard 4' 7" 6' 2" 6' 7" 8' 2' 8' 9" 11' 1' 11' 10" 12' 10" 13' 9" 14' 0" 14' 0' Group B: Ur #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 SDP #3 5' 3" 9' 3" 9' 9" 10' 11" 11' 4° 13' 0" 13' 7" 14' 0° 14' 0" 14' 0" 14' 0" #1 & Btr U -F Stud 5' 3" 9' 3' 9' 7" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 - Standard 5' 3" 8' 1' 8' 7" 10' 10' 11' 4" 13' 0' 13' 7" 14' 0" 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern 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 #1 SD #2 5' 6" 9' 5" 9' 9' 11' 1' 11' 6" 13' 2" 13' 9' 14' 0" 14' 0" 14' 0" 14' 0" #2 #2 _ #3 5' 5' B' 6" 9' 1" 11' 0' 11' 5' 13' 1' 13' 8" 14' 0" 14' 0' 14' 0" 14' 0" Cu� , D L Stud 5' 5" 8' 6" 9' 1" 11' 0" 11' 5" 13' 1" 13' 8° 14' 0" 14' 0" 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). 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 0 #1 / #2 6' 1" 10' 4" 10' 8' 12' 2" 12' 8" 13' 2" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' values may be used with these grades. C:5 _ SD- #3 5' 9" 10' 2° 10' 7" 12' 0' 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' Gable Truss Detail Notes: LD U —F Stud 5' 9" 10' 2" 10' 7" 12' 0" 12' 6" 14' 0" 14' 0° 14' 0" 14' 0' 14' 0" 14' 0' Wind Load deflection criterion is L/240. 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 ptf 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) #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' d a 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, ai D F L Stud 5' 11" 9' 10" 10' 6" 12' 1' 12' 7" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" Standard 5' 9" 8' 8' 9' 3° 11' 7° 12' 5° 14' 0° 14' 0" 14' 0° 14' 0' 14' 0" 14' 0" Symm Attach 'L" braces with 10d (0.128'x3.0' min) nails About Gable Truss '' /f O X For (1) "L" brace: space nails at 2' o,c. �ii1411144.1111%1P. 111:0 in 18' end zones and 4" o.c between zones. Diagonal brace option: ISI **ror (2) 'L' braces space nails at 3' o.c vertical length may be � � O in 18' end zones and 6' o.c between zones. doubled when diagonal IIIFIr °L' bracing must be a minimum of 80% of web diagonal brace for 335# "L" MaxebBracPli42X3 ' ' bhown bradoubt + pen p and heel plates. I�■�■�■�■��r ■ ■ ■ ■ r1 k, s lice, ontinuou 1 c l, Refer to the Bulldln Desl ner .for conditions Connect diagonal at � �� - 9 g midpoint of vertical web. Refer to chart above f�l" F� 1, not addressed by this detail, n wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� 4� C•• 02 REE ASCE7-10-0AB12015 ”IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and ((/ 83294PE - follow -the latest edition of Bcsl (Building Component Safety Information, by TPI and SBCA)for safety /- 9 DATE 10/01/14 u practices prior to performing these functions. Installer's shall provide temporary bracing per BCSI, _ Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord +w shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs DRWG A12015ENC101014 �[)-jJ 11{ shall have bracing Installed per BCSI sections 33, Joint or Det, ns ussble, Apot plates to each face Q J lug\�II of truss and i ns 16 -Z shown above and on the ions. Details,unless anted otherwise, 06/13/2017 lJ Refer to drawings 160A-Z For standard plate positions. TW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from MV L ON AN this drawing, y failure to bold the truss In conformance with ANSI/TPI 1, or for handling, shipping, i'�GH, TOT LB. 60 PSE Instauatlon &any of trusses A seal on this drawing or cover page listing this drawing, indicates acceptance of professional 4 SLY 14,20� 0 - engineering responsibility solely for the design shown, The suitability and use of this drawing _ + '( 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect seen Tao _ Earth City,MO 63045 For more Information see this job's general notes page and these web sites' / I,,.,i".�I ALPINEi www,alpineitcomi TPIi www.tpinsorg; SBCA:www.sbcindustry.orgl ICC: www.iccsafe.org -, wt. SPACING] 24,0"