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Plans (316) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W1N7175Z1214084925 Truss Fabricator: Truss Components of Oregon Job Identification: 0617109--PARR LUMBER-HI LLSBORO -Bi ggi lot 7 OW Arlington -- VERIFY TI GARD, OR Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) asp PROF, Engineering Software: Alpine proprietary truss analysis software. Version 16.01. `SS, Truss Design Loads: Roof - 42 PSF a 1.15 Duration O�5 ctc'%NEF. Oy Floor - N/A 19575 Tr Wind - 120 MPH (ASCE 7-10-Closed) 401L Notes: 06/4/2017 OREGON 1. Determination as to the suitability of these truss components for the 0 .► structure is the responsibility of the building designer/engineer of gip von.20 1g9- 4 ' record, as defined in ANSI/TPI 1. Oto W.N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 &Tod " ea1 Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST10-12015EC1- Submitted by GWH 08:47:21 06-14-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 58766--AGE 17165001 06/14/17 2 58767--A 17165002 06/14/17 3 58768--B 17165003 06/14/17 4 58769-41 17165004 06/14/17 5 58770--C 17165005 06/14/17 6 58771--IGE 17165006 06/14/17 7 58772--IG 17165020 06/14/17 8 58773--DG 17165021 06/14/17 9 58774--EGE 17165007 06/14/17 10 58775--E 17165008 06/14/17 11 58776--E1 17165009 06/14/17 12 58777--E2 17165010 06/14/17 13 58778--JGE 17165011 06/14/17 14 58779--J 17165012 06/14/17 15 58780--HGE 17165013 06/14/17 16 58781--FGE 17165014 06/14/17 17 58782--F 17165015 06/14/17 18 58783--F1 17165016 06/14/17 19 58784--F2 17165017 06/14/17 20 58785--GGE 17165018 06/14/17 21 58786--G 17165019 06/14/17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - AGE) Top chord 2x4 HF #2 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wind BC Webs 2x3 HF #2 :M10, M11, M12 2x4 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" peri odi cal l y 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 S12030ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. (a) #3 or better scab reinforcement. Same si ze & 80% I enth of web member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" 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. 4X5(R) III . ' i 1 y 5X5: g 1 1 g i !• 10�,a) r 12i 9-7-7 7 r- a) ., % ,,1(a i I I Ili e/iiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiii /ii ii/iiiiiiiiiiiiiiiiiiiiiiiiiiiii/////i///• i////// +18-0-0 3X5(A1) = 3X5= 3X5(A1) 1-6-o I. 15-10-8 _..1... 15-10-8 J `c 31-9-0 Over Continuous Support R=123 PLF U=10 PLF W=31-9-0 RL=6/-6 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. �p PROF PLT TYP. Wave Design Cri t: I RFT/RT 2%(0%)/4(0) D) 16.01. I• to • �`rs'i OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Comonents of Oregon (503)357-2118 "WARNINGI••READ NWFOuaALL NOTES a+TMISORM DM (g% �G ,c, O'L TC LL 25.0 PSF REF R7175- 58766 825 N 4th Ave,Cornelius OR 97113 ••I TNIT•• FURNISH THIS DRAWING TO ALL CONIRAC ORS I NCWOI NG THE l l TALLERS. 19575 Z - Trusses require extreme care In fabricating, handling, shipping, install I ng and bracing. Refer to and follow r TC DL 1 0.0 PSF DATE 06/14/17 the latest etll ti on of SCSI (Building Component Safety Itformatl on, by TPI and WTCA) for safety prattl cat prior ,` to performing these functions. Installers shall prowl de temporary bracing per SCSI. 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 DRW CAusR7175 17165001 rigid celllng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI iLl �� i sect l ons 03, 07 or 810, as app)l cab)e. Apply pl ales to each face of truss and post II on as shown above and on 0. 14/2017 All the Joint Gala , unless rateotherwl se. Refer top drawl,lgs 160A-Z for standard plate pose ti ons. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a divin ssion of ITR Bal l d ding Components GrouInc. shall trot be response bee for any 11001 ate on Prem this drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, she ppi ng, AN ITW COMPANY Install at l on&bracing of trusses. 1p ReeRp q1p 1q I `1 n.20.19 TOT. LD. 42.0 PSF SEQN- 119314 . A seal on this drawl moons'IN l l ty sol el yGor for tthhe�desr allgn slat'ng howt. Thl TheRdrain eel Mbl I I ty and use of tills drool ng for and y structurreI s the �O 9-01:0 W.N� 8351 Reveal Circle rowans'id I ty of the SWI di ng Reel gear par ANSI/TPI 1 Sec.2. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general rotes page and these web si ten: Renews 6/30/201 7 SPACI NG 24.0" JREF- 1W1 N7175Z12 ALPI NE: www.al pi nal tw.can; TPI: wive,tpl nst.org; RICA: owe.sbci ndustry.com; ICC: W.1 ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - A) Top chord 2x4 HF #2 :T1 2x4 DF-L #2: 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: 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) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W1.5X4 S 2.25 4X5(R1) 4i 41► T T1 7 3X5 3)(54. X5 3X5 -I- 5-6-12 N '' i. �'1 1 1'41%4 1%.5X4 4i 9-7-7 7 ••• 5-6-12 „.„ /Atillik L I. _ ■■ = %,....ii.. 18-0-0 L 1.5X4[1] III 3X7- 3X5= 3X5= 3X5(A1) L1-6-01 6-11-8 5-1-10 5-1-10 5-7-3 6-11-8 7-8-7 8-2-1 I. 6-11-8 ,L 15-10-8 J Fc 22-10-0 Over 2 Supports R=984 U=113 W=3.5" R=1123 U=108 W=5.5" RL=107/-142 Design Crit: I RC2012/TPI -2007(STD) F.E°PROp - 1/ 6 S' - - - = 2 F T T-2 1 1. OR/ /1/ /-/R/ Scale 5 / t. PLT TYP. Wave F /R 96 00/4(0) 6 0 i Truss Components of Oregon (503)357-2118 ""t11ARNI NGI"" REM AND FOLLOW ALL NOTES ON THIS DRNWNGI t.7` 5G F`� % TC LL 25.0 PSF REF R7175- 58767 825 N 4th Ave,Cornelius OR 97113 ""l T "" FIARN SH TNI S DRAWING TO ALL CONTRACTORS I SCUM NG THE INSTALLERS. 19575 7 Trusses require extreme care in fabricating, handling, shi ppi ng, Installing and bract ng. Refer to and Poi ow TC DL 10.0 PSF DATE 06/14/17 the I atest edition of SCSI (But loll ng Component Safety Information, by TPI and WTCA)for safety practices prier , /I to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, top chord shal I have properi y attached structural sheathing and bottom chord shall have a properly attached rl gl tl cel l l ng. Lacatl ons shown for permanent 1 ateral restrai nt of webs shat I have bract ng I nstal I ed per BGSI Aif BC DL 7.0 PSF DRW CAUSR7175 17165002 T.A 1��N thctI of n BD, a]or, 010, s oted othl r. e. yR fl rtes to each ng face of truss and rdspate as i tion above and on 0. 14/2017 ' She Joint Details, unless noted otherwise. Refer to tlrawlrha 160A-2 for standard plate pall a ens. 0 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a di vi Si on of ITN Building Components Group Inc. shall not be response bee for any devl ata on from this drawing, any failure to bull d the truss In conformance with ANSI/TPI 1. or for handling, shipping, !' AN ITWCOMPANY Installation&bracing of trusses. drawing, acceptance engineering -yR"sn,29,19 V TOT. LD. 42.0 PSF SEQN- 119317 Aresponsibility sol el on this drawing cover the hedesign pegie Il hotnn. this sul tab!1 ty and use of this rawl ng forany structurels the OCD ,7 8351 Rovana Circle respalal Sl l l ty of the But l d1 ng Deal goer per NISI/IPI 1 Sec.2. DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nfor°ati on see this Job's general notes page and these web sl tes: Renews&3012077 SPACI NG 24.0" JREF- 1W1N7175Z12 ALPI NE: www.al pi net tw.can; TPI: www.tpi nst.erg; RICA: www.sbcl ndustry.corn: I CC: W.I ccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - B) Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet.: 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W6, W7 2x4 HF Std/Stud: wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead I oad i s 1.50. No SIZE SHI FT BITE [ 9] W3X5 2.25 L 1.25 [10] W3X5 3.00 L 1.25 5X5= -,- 3X5[10] 0 7 r 3X5 5X5(SRS) 3X5 @ 1.5X4 ii .. 9-7-7 1 Wb 7 T1 5 r W1 1 / — iii '. ►. 18-0-0 _ 3X5= 5X5 A2 =3X5[9] 3X5_ 3X7= 1 = ( ) 5X5(A2) 2-0-0 1-6-0 7-8-15 5-2-15 5-1-10 5-1-10 5-1-10 5-7-3 7-7-3 10-6-5 7-8-7 8-2-1 I. 7-8-15 -I- 10-4-9 15-10-8 J 1"< 34-0-0 Over 2 Supports R=1625 U=78 W=5.5" R=1595 U=69 W=5.5" RL=182/-168 Design Cri t: I RC2012/TPI -2007(STD) I PR.F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0- -) • FSS OR/-/1/-/-/R/- Scale =, 1875"/Ft. Truss Components ofOre on (503)357-2118 **WARNI NGI LULU READ AND FOLLOW ALL,NOTES ON THI$DRARNNM G Q po u ( ••IIPORTANf•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r1 IN F TC LL 25.0 PSF REF R7175- 58768 825 N 4th Ave,Cornelius OR 97113 Trusses re extreme care I n Pabrl call n handl I n shl 1 n Instal I 1 and bract ng. Refer to and rel I ow C9 Z the Iatestretl tion of SCSI (Building Component Safety ng, on, by TPI and RICA)for afety practices prior , 19676 '9r TC DL 1 0.0 PSF DATE 06/14/17 to performing these functions. Installers shal I provl de temporary bracing per SCSI. Unless noted otherwl se, t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedgC DL 7.0 PSF DRW CAUSR7175 17165003 rigid eel 1 I ng. Locati ons shown for permanent 1 ateral restraint of webs shall have bract ng Installed per SCSI �+ /� Aar sections B3, 07 or B10, as appl I cabl e. Apply plates to each face of truss and position as shown above and on AI I`I ' `V1�EI^ ' the Joint DotalIs, mass noted othereise. Refer to drawings 160A-Z for standard plate pool ti 005. 0. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH AI pi ne, a dl vi si on of I TN Sul 1 di ng Components Group Inc. shat I not be respnsl bl e for any devi atl on from this OREGON drawl ng, any failure to build the truss In conformance don ANSI/TPI 1. or for handling, shl ppi ng. GI TOT. LD. 42.0 PSF SEAN- 119319 AN ITW COMPANY install atl on&bract ng of trusses. no, �espt 9 Arespoons bI l i ty sol el ygfor the descover ign I hOeRt.no'TICSRsot tteeWW I ty�mM use of thl s drrool eg��a y structure neer' "�V•n•20,19� 4,1r 8351 Rosana Circle rraponel el 11 ty of the Bui l dl ng Designer per ANSI/TPI I See.2. O L O W,kV" DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati en see thi a Job's general notes page and these web SI ten: SPACI NG 24.0" J REF- 1 W1 N7175Z 12 ALPI NE: vow,al pl nal tw.can; TPI: wow.tpi nst.erg: NTCA: www.sbci ndustry.corn: ICC: www.I ccsafe.org Renews 6/$47017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - B1) Top chord 2x4 HF #2 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4, W5, W6, W7 2x4 HF #2: wind BC 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 IRC-12 secti on 301.5. desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead I oad i s 1.50. No SIZE SHIFT BITE [ 4] W5X7 S 1.25 4X5(R) III 7 7 Ill r 3X5111%111 3X5 3X54- 5X5(SRS) y ee 1.5X4# 4X80 9-7-7 Aili 5 x- 1-3-5 ��Rr _ •• - \ 4_18-0-0 1 3X5111 5X7[4] = 3X7= 3X5= 3X7(658) 3X5= 1-6-0 5-5-15 5-2-15 5-1-10 5-1-10 5-1-10 5-7-3 5-4-3 10-6-5 7-8-7 8-2-1 5-5-15 10-4-9 15-10-8 Fic 31-9-0 Over 2 Supports R=1366 U=50 R=1509 U=59 W=5.5" RL=159/-151 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0e ��W �FFS+ OR/-/1/-/-/R/- Scal e =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **YARN!NGI ww READ AND FOLLOW Au NOTES ON THIS DRANKNDI G S 825N4thAye,CorneliusOR97l13 **IMPORTANT.* FURNISH MIS DRAWN To ALL CO"rRA`r°RS I"CLmNG THE INSTALL°6' �j�� II 'rY�tC /O� TC LL 25.0 PSF REF 87175- 58769_ Trusses require extreme care In fabricating, handl itg, shipping, Installing and bracing. Refer to and follow 19576 'Q TC DL 1 0.0 PSF DATE 06/14/17 the latest ern Si on of BCSI (But l ding Component Safety Information, by TN and WTCA) for safety tract'ces prior to performing these functions. Installers shall provi de temporary brad ng per BCSI. Unless noted otherwl se, ti 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,� BC DL 7.0 PSF DRW CAUSR7175 17165004 rigid calling, Locate ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI / A fl P�N thetions n BB, 57 or, 010, as oteother. Apply plates to each face of tors and rdspi on aspe shown on above and on QT the Joint Dotal is, unless noted otherwise. Refer to drawings at I no-z for standard plate any de ons. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, anyl Pal I l sl ure to of I build the TR Sul I di ntrsspI neconformancets Group I nwi thc. hANSI/TPI not b1,ro pforl handl I ng, shi ppb nggl on from the s OREGON AN ITW COMPANY Installation a bracing of trusses. Catee resp NW Nearing 0 .I TOT. LD. 42.0 PSF SEAN- 119321 . ArweS n thl s drawl bill ty solely gor for the�dess�shown.II sting The 551 tteebllpl l ty�and use of Huts acceptance n gfor�mry structure 1 s the Vi n•20.1900 8351 Rovana Circle reaponel bill ty of the Sul lel ng Deal grew per ANSI/TPI 1 Sec.z. '1-0 t O W �N" DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informed on see chis Job's general notes page and these web aloes: SPACI NG 24.0" JREF- 1W1 N7175Z12 ALPINE: www.al pi nal tw.can; TPI: www.epi net.org: WTCA: www.shot ndustry.tom; ICC: waw.I ccsafe.org RneuutaBI4NN117 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - C) Top chord 2x4 HF #2 :T2 2x4 HF SS: 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet.: DL=4.2 psf. Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: Wind I oads and reacti ons based on MWFRS wi th additional C&C member Cal cul ated hori zontal deflection i s 0.26" due to I i ve Ioad and 0.29" desi gn. due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead load is 1.50. 6X8= dk T2 53XK:/ 5 5X4 4 '� 18-0-0 1 4X5(A2) = 1. 5X4 III 5X5 3X10(F1) 1-6-0 7-11-4 7-11-4 6-9-0 4-7-10 4-5-14 • 7-11-4 6-0-4 8-8-0 9-1-8 15-10-8 15-10-8 13-11-8 8-8-0 9-1-8 31-9-0 Over 2 Supports R=1383 U=126 R=1514 U=145 W=5.5" RL=171/-163 Design Cri t: I RC2012/TPI -2007(STD) o PRO PLT TYP.ooWave FT/RT=2%(O%)/4(0) 16.01. 00 . E . FFS� OR/-/1/-/-/R/- Scale =. 1875"/Ft. T uss Comp nentCo Oregon s (503t 57`118 ••WARMING,••DEAD AND s0Ua ALL MOTES ON THIS DRAWING, C9 aG INF � QZ TC LL 25.0 PSF REF R7175— 58770 ••IMPORTANT•• FURNISH THIS DRAM NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabri cati ng, handling, shipping, Install Ing and bracing. Refer to and follow 19575 - the I etest edition of SCSI (Boll ding Component Safety Informatlon, by TPI and WTCA) for safety practices prior • �r TC DL 1 0.0 PSF DATE 06/14/17 to performing these functions. I nstal I ars shall provide temporary bracing per SCSI. Unless noted otherwl se, /I 4111164 top chord steal l have properly attached structural sheaths ng and bottom chord steal 1 have a proper)y attached rigid calling. Locations shown for permanent I ateral restraint of webs shell have bracing Installed per BCS, 411 •-: BC DL 7.0 PSF DRW CAUSR7175 17165005 A rl �11N thet Join 53, a]or, B10, s noted cable. e. y plates to wing face of truss and posi ti on pase stows above and on If the Jelnt Petal ls, enless noted etnerwlsa. Refer to arawings 1e0A-z for Standard plate pealtlons. Ow 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a dlvlsion of ITV/Bull ding Components Group Inc. shall not be responsibl0 for any deviation from this OREGON drawl ng, any Pal I urn to bul I d the truss I n conformance wl th ANSI/TPI 1, or for handl l ng, shl ppl ng, AN 1TW C.OMFaarry Instal I at l on&bract ng of trusses. drawl 1p, sCcp nearing "eN :G �a9m (P TOT. LD. 42.0 PSF SEAN- 119324 . Arepons DI 11 ty sol ygfor or the des sheen.r peps I I sting TThe hl ssu I I ty and use of tel NOdr ell ng foorsmry structure re s the V 8351 ROv808 Circle responsl bl I I ty of the BIH I di no Deal gner per ANSIfIPI 1 Sec.2. O(,D W,N DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1N7175Z12 ALPI NE: waa al pl mel tw.can; TPI: www.tpi nst.erg: NTCA: as.,sbcl ndustry.coax ICC: www.I ccsafe.org Renews 683012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - IGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x3 HF #2 •W1 2x4 HF Std/Stud: DL=4.2 psf. :M3, M4, M5 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requi rements. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live load engineer of record. 2X3 studs require reinforcement at 70% of the applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Truss designed to support 1-0-0 top chord outlookers and 5 PSF (a) Continuous lateral restraint equally spaced on member. cladding on one face in area (0) only, and 24" span on opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along Deflection meets L/360 live and L/240 total Ioad. Creep increase top edge. DO NOT OVERCUT. No knots or other lumber defects allowed 4X5-=- 46. X5= factor for dead load is 1.50. within 12" of notches. Do not notch i n overhang or heel panel. + Provide lateral bracing for Inset chord. Attach nailer n at edge of I ower roof di aphragm, or use purlins at 24" oc. 3X741 12 10-5-3 1 All T2 12 IIIlI1l1Ih�► "" f 18-0-0 2X4 B ) 1---- 3X7= R=485 U=2 W=5.5" 2X4(81) RL=246/-233 (0) R=186 PLF U=16 PLF W=12-1-8 I- 13-10-12 41' Fc----4-2-0 + 15-10-0 l 1-3- L- 8-8-8 _I_ .,BL. 10-0-0 20-0-0 Over 2 Supports Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI -2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0 A ,; ' . FFSsi OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "VIARNI NGI""READ Ala FOLLOW ALL NOTES ON THI s ORM NCI G 1 K F 825 N 4th Aye,Cornelius OR.97113 "I(PORTANT" FURNISH THIS DRAWI NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 0 t� FIP y TC LL 25.0 PSF REF 87175— 587 71 Trusses regal re extreme care I n fabrl cat ng, handl I ng, shl ppl ng, I nstal 1 I ng and bract ng. Refer to and fol I ow - 19575 9r TC DL 10.0 PSF DATE 06/14/17 the I atest edit I on of BCSI (Building Component Safety I nformatl on, by TPI and WTCA)for safety practices prior to performing these funct1 ons. I nstal I ors shall provide temporary bracing per SCSI. Unless noted otherwl se, /' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,44116 rigid col 1 I ng. Locatl ons shown for permanent I ateral restraint of webs shall have braci ng Installed per SCSI / BC DL 7.0 PSF DRW CAUSR7175 17165006 l sectl ons 83, 87 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on A n Fq^ I I� he Joint Detans, unless noted otherwise. Refer to drawings 160A-z for standard pi ate polltlons. 0. 14/2017 BC LL 0.0 PSF CA-ENG BFR/GWH /L_RJ I I`-_! ' \VI I AI WI nes a dl vl Si on of I TW Bul l dl ng Components Group Inc. shat I noT be responsl It a for any tlevl atl on frgn this 0 OREGON �1 drawing, any fall Ora to build the Truss In conformance vel th ANSI/TPI 1, or for handling, shl ppl ng, AN ITWC.OMPANY Installation&bracing of trusses. seTOT. LD. 42.0 PSF SEAN— 119353 A awl on this Oren np or cover papa I t atl 119 MIs drawl o I ntll cAte.aeeaptenee of prefaasl owl I need rhb, V'en•20,19� rwpaeol el I I ty 601 N y fnr the war Rn eh:;,, The dui tw'I'I i ty endc uw of tills er.W nR for any:true ur.I SOl'na "-Ott-M.N."' DU R. FAC. 1. 15 FROM BB 8351 Rosana Circle reseals!bl I I ty of the Bal I dl ng Designer per ANSI/PI 1 Soo.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web si tes: SPACING 24.0" JREF- 1W1 N7175Z12 ALPI NE: www.al pi net tw.con: TPI: Www.tpl nst.org; WTCA: net.sbcl ndustry.com; ICC: www.I ccsafe.org Renews 613012012 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi Iot 7 OW Arlington -- VERIFY TIGARD, OR - IG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES Bot chord 2x6 DF-L #2 REQUI RED I t t Webs 2x4 HF Std/Stud :W4, W5, W6 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails :Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: Top Chord: 1 Row @12.00" o.c. S ecial loads Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) P 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 78 pl f at 0.00 to 78 pl f at 10.00 i n each row to avoid splitting. TC- From 78 pl f at 10.00 to 78 pl f at 20.00 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to BC- From 7 psf at 0.00 to 7 pi f at 20.00 grain requi red i n area over bearings greater than 4" BC- 1366.42 Ib Conc. Load at 1.94 BC- 1383.08 I b Conc. Load at 3.94, 5.94, 7.94, 9.94 120 mph wi nd, 23.43 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located 11.94,13.94,15.94,17.94 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC Wi nd I oads and reacti ons based on MWFRS. 4X8(R) III DL=4.2 psf. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD A factor for dead load is 1.50. I No SIZE SHIFT B1 TE 4X5 8 i [ 5] W3X5 S 3.50 [ ] 4X5[13] [ 6] W3X5 3.25 L 1.50 [ 7] W5X5 3.00 R 2.75 [ 8] W4X5 4.50 L 1.25 7 12 [13] W4X5 4.50 R 1.25 [14] W5X5 3.00 L 2.75 4► i� [15] W3X5 3.25 R1.50 3X5[6] # 15] o� [16] W3X5 S 3.50 10-5-3 12 F IAIiJ4hIlL. ►� i i 18-0-0 _L 6X8(B10R) 3X5[5] III 5X5[7] = 5X5[14]5X5[14] = 3X5[16] III 6X8(B1OR) Fc---3-7-8 . 3-2-4 * 3-2-4 > 3-2-4 >I< 3-2-4 + 3-7-8--' 10-0-0 10-0-0 1 20-0-0 Over 2 Supports R=7101 U=654 W=5.5" R=7036 U=709 W=5.5" Design Crit: I RC2012/TPI -2007(STD) 0 PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 00 .s - FFSS, OR/-/1/-/-/R/- Scale =. 25"/Ft. '! **WARNING!**READ AND FOLLOW ALL NOTES OR MIS DRAWING) 5 IN Truss Ave,e,sofOTeus (97 l37-.118 **IIPORTANT.• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. r1G EF� �2 TC LL 25.0 PSF REF R7175- 58772 825 N 4th ACornelius OR 97113 (� Trusses require extreme care I n fabrl cats ng, handling, shi ppi ng, Installing and bracing. Refer to and fell ow 19575 'nr, TC DL 10.0 PSF DATE 06/14/17 the Irtort ngl ti on of BCS) ns. Idi ngnst lIersnsht l Safety 1ePtempolon, by TPI and WTCA)I for safety practices Oso, t to performs ng these functions. Installers shall pravl de temporary bracing dr BCS). Unless noted attache se, /T Top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel 1 I ng. Locations shown for permanent lateral restraint of webs shall have bract ng I natal l ed per SCSI /- BC DL 7.0 PSF DRW CAUSR7175 17165020 r. actl ons B3, B7 or B10, as applicable. Apply plates to each face of truss end post II on as shown above and on nI1 A IL'1_, -00^ I the Joint Fetalis, unless noted otherwise. Refer to drawl,gs 160A_3 for standard plate positions. O. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH ' \VI Al pt na, a dl vi sloe of I TW Elul I di ng Components Group 1 nc. shat 1 not be responsible for any tlevl at'on from this OREGON drawl ng, any Pall are to build the truss In conformance with ANSI/TPI ,. or for noodling. shipping, GI .l TOT. LD. 42.0 PSF SEAN- 119357 AN ITW COMPANY install eta on&brace ng of trusses. . A seal on tills drawl ng or cover paps I I stl ng this drawl ng, I cdl cotes aaptencs of professional aweanpi nserl ng T 4n,20,10" ,e,_1?" Th rasponsi bl I I ty sol sly for the deal an shown.wa e sad tsbl I I ty and use of thl s drawl ng for any structure 1 s the "W O O W. 1A"� DOR. FAC. 1. 15 FROM BB 8351 Roma Circle resew]bl I 1 ty of the Sul I ng Designer per ANSI/TPI t Sec.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sines: SPACI NG 24.0" JREF- 1W1 N7175Z12 ALP)NE: www.al pi eel tw.cam; TPI: way.tpl not.org; WTCA: www.sbci ndustry.con; 1 CC: www.I ccsafe.org Renews&352017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - DG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 plf at 0.00 to 72 plf at 7.74 TC- From 73 pl f at 7.74 to 73 pl f at 11.46 120 mph wind, 21.03 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 7 plf at 0.00 to 7 plf at 11.46 wi thin 9.00 ft from roof edge, RISK CAT I I, EXP B, wi nd TC DL=4.2 psf, BC- 515.39 I b Conc. Load at 1.06, 3.06, 5.06, 7.06 wi nd BC DL=4.2 psf. 9.06,11.06 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease applied per IRC-12 section 301.5. factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 5] W3X5 S 3.50 [ 6] W3X5 S 1.25 [12] W4X5 1.50 R 2.75 1.5X4 III i 7 6X8(SRS) 3X5[6],--, 5 'II 5-8-12 11 iire .....dillIllIlldibllIllikkr.._ Bin -I iimigi II mil 18-0-0 i 3X5[5] III 5X7-=- 3X10(A1) X7=3X10(A1) = 4X5(R)[12] III 3-8-12 -0-4 3410-8 33-8-9 -10-5 I, 7-8-15 J, 3-8-9 J I< 11-5-8 Over 2 Supports R=1931 U=141 W=5.5" R=2065 U=148 W=3.5" Design Cri t: I RC2012/TPI -2007(STD) 0 PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .• s - FFSS, OR/-/1/-/-/R/- Scal e =. 375"/Ft. Truss Components of Oregon (503)357-1118 **WARN'NGI ww READ AND FOLLM ALL NOTES ON NIS DRAM Nd 5 G 1 IVF iO 825N4th Ave,ComeliusOR97113 ..11Pi*TART•• FORM SHnISDIonNoToALL eoNntacromslmum NGTiINSTuiERS. (q r1 l�,Q 2 TC LL 25.0 PSF REF R7175- 58773 Trusses require extreme care In fabricating, handling, shipping, InstalIing and braci ng. Refer to and follow 1 9575 - the I atest edition of SCSI (sulldlrg Component Safety Information, by TPI and WTCA) for safety practices prior �I- TC DL 1 0.0 PSF DATE 06/14/17 to performing these funto ons. Installers shall prowl de temporary bracing per SCSI. 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 I I ng. Locati ons shown for permanent I ateral restraint of webs shat I have bracing installed per SCSI /� DRW CAUSR7175 17165021 ALF-AN thet Ions BD, a]s, BLD, as oatei d oohcabe. Apply pinto do each face-f forts antl rdtpl on pas oi ti on above antl on the Joint Detalts, uo ass noted otherwise. Refer to draInc. ngs I no_z for standard plate any dent 0. 14/20 7...}aa/ BC LL O.O PSF CA-ENG BFR/GWH t_� Al pl na, a dl vl sl on of ITW sulldl ng Components Group Inc. shall not be responsible for any tlevl at]on from this drawl ng, any fell ure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, OREGON AN ITWCOMPNNY installation&bracing of trusses. np aWp TOT. LD. 42.0 PSF SEAN- 119343 Are pons b1 I 1 ty sol e1 yWfee t Cessi ggn sharb�tTMssu51 tebl I I ty�and ase of t i sndrawl eg frfor al y etrsturo I sDTM ��V.0.20,19' V C 8351 Rovana Circle rscponeibi I l ty of the Rut l ding Peel peer per ANSI/11.1 1 See.2. OCD W W. N DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this J ob.s general notes page and these Bob Si tet: ♦• SPACI NG 24.0" JREF- 1W1N7175Z12 ALPI NE: www,al pl Mel tw.can; WI: www.tpl nst,org; eITCA: www.sbci ndustry.com; ICC: rnw,.I ccsafe.org Renews&30'2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - EGE) Top chord 2x4 HF #2 120 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 0-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the bracing requirements. length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total load. Creep i ncrease applied per IRC-12 section 301.5. factor for dead load is 1.50. Shim all supports to solid bearing. 4X5= ►N 12 7 12 011 5-11-3 i', C. Ili 001' Ilk , F t , ! 4X8(R) III 7 ;�`\ _I 7 4_18-0-0 3X5(F1) '' 3X5(F1) 5-6-0 5-6-0 11-0-0 Over Continuous Support- ->. R=110 PLF U=25 PLF W=11-0-0 RL=13/-13 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) .so PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. s 4 ' t ss OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-.1118 wvlFORTANT VARNI ISH nlREAD MD FOLLOW TO ALL,110TEE ON ORS IrNCLUDING THE INSTALLERS. c?? l�0 plc �'f. TC LL 25.0 PSF REF R7175- 58774 825 N 4th Ave,Cornelius OR 97113 Trusses requi re extreme care I n fabrl rating, handl I ng, shi 1 n Install Ing and bracing. Refer to and fol l ow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior %, TC DL 1 0.0 PSF DATE 06/14/17 to perfonel ng these functions. Installers shat I provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I 1 ng. Lecati ons shown for permanent I ateral restraint of webs shall have bracing installed par BCSI �- / BC DL 7.0 PSF DRW CAUSR7175 17165007 �� sect)ons 83, B7 or 010, as appl l cabl e. Apply plates to each face of truss and post ti on as shown above and on 0 a 14/20 7 r-' The.olnt Detan s, unless noted ing c 1po. Refer to drawings 160A-Z Por stanaara plate positio s. BC LL 0.0 PSF CA-ENG BFR/GWH L� AI pl ng, a tll vi sl on oT 1 si tianytoshippingthe , 'en.20,,99 P TOT. LD. 42.0 PSF SEQN- 119329 AN ITW COMPANY i natal l atl on&brad ng of trusses, no,drawl Dnp ng v 0 Aras�pons bi 1 l ty sol el i on aid a drool y�for the desor cover ign shown.stl ns TTMhl swl tubi I ty�end use of acceptance s drawing for way structure sI s the 8351 Roane Circle rebootelbillty of the Bel Id!ng Beal gar per ANSI/191 t Sea.2. SCD vv.N DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 for more I nformati on see this Job's general notes page and these web si tes: ALPI NE: wwow al pi nal tw.cam; WI: www.TO nst.org; 11TCA: www.sbci ndust ry.corn; ICC: www.I ccsafe.org Renews 6/3012017 S PAC I NG 24.0" J RE F- 1W1 N 717 5 Z 12 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - E) Top chord 2x4 HF #2 120 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. 4X5= ►\ 12 7 12 NI 5-11-3 11 4X8(R) III 71 ' +18-0-0 3X5(F1) 0 3X5(F1) I1' L1'. L- 5-6-0 5-6-0 J eiC 5-6-0 + 5-6-0 11-0-0 Over 2 Supports R=604 U=31 W=5.5" R=604 U=31 W=5.5" RL=141/-141 Desi gn Cri t: I RC2012/TPI -2007(STD) et)PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .• f6e - �S pp l ��• S OR/-/1/-/-/R/- Scale =. 375"/Ft. T825Nruss o4thAve,CorneliussOR90731)137-1118 •.IWORTANT;W ISHTINSSDMINGTONJ_CONTRACTORS INCLUDING THE V` �d Fi�j �•L TC LL 25.0 PSF REF R7175- 58775_ Trusses I re extreme care i n fabri tett ng, Hanel i n aro19575 apinn, lysTPIllnd and brfoins. Refer to and Pprlor, 9 TC DL 10.0 PSF DATE 06/14/17 the latest edition of SCSI aBel l dl ng Component Safety Informed on, by TPI and BTCA)for safety practices prior t / to per£ormi ng these functions. Installers shall prowl de temporary bract ng per SCSI. Unless noted otherwise, _ top chord shall have properly attached structural sheathing and bottom chord shall have agproperly attached �- BC DL 7.0 PSF rl gl d cel 11 ng. Locati ons shown for permanent I ateral restraint of webs shel I have bran n I nstal I ed DRW CAUSR7175 17165008 ,4��� sect Ions 03, By or B10, as app)l cab)e. Apply plates to each face of truss and post ti on as shown above and on Q ( , the Joint Bet el l s, unless noted cable.)se. Refer to drew/ngs 160A-Z Por standard plate posit)ons. or 14 20 7 I , Alpine, a di Visine a£ITW DCIIding Campanenta Groep Inc. anal) Hat be responsible for any devlatlon£ram thea OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to build the truss In conformance Si Oh ANSI/TPI 1, or for handl Ing, shipping, AN ITWCOMWWY Inatal latlon A bracing of tresses. 1nqp acceptance *nal ng e9 'On 20 1900 P TOT. LD. 42.0 PSF SEQN- 119332 . Araaapolon thl s drawl ns bl 1 I ty Sol el ygor cover pege for the design1 i sting Thl Themdrewl aul tebl l 1 ty and use of this drawing ml ysy tructun s the 8351 Rovaaa Circle responwl bill ty of the Solt dl ng Deal gner per A/41API 1 See.2. �L W•N DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see this.1ob's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1N7175Z12 ALPI NE: www.al pl nei tw.cam; TPI 1 www.tpl nst.erg: WTCA: www.sbci ndustry.con; I CC: W.i ccsafe.org Renews 6/31/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - El) Top chord 2x4 HF #2 120 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC 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 Ioad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead I oad i s 1.50. 4X5= 41► Ply 12 F 5-11-3 li 7 12 4X8(R) III 71 i I _I 7 18-0-0 3X5(F1) •=‘.- 3X5(F1) L-1' L- 5-6-0 5-6-0 J 5-6-0 + 5-6-0 > 11-0-0 Over 2 Supports > R=608 U=32 W=5.5" R=515 U=21 RL=117/-129 Desi gn Cri t: I RC2012/TPI -2007(STD) EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •. t� H SS OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI waw READ aro FOLLOW ALL NOTES ON THIS ORASI NGI c? ‘44:11 F V 825 N 4th Ave,Cornelius OR.97113 '•1lr0RrANTw• FURNISRTM15DRAWING TOALL CONTRACTORS INCLUDIMGTHE IWALLERS. ,,P 'L TC LL 25.0 PSF REF R7175- 58776 Trusses i re extremecare 1 n fabri cat n hang I n sm19575 ed" n, g, pylon, IysTPIlind and) fos. Refer ac and fol ow TC DL 10.0 PSF DATE 06/14/17 the latest edit!en of SCSI Sul In ng Component Safety Inrormatl on, by TPI and anCA) for safety practices pH or r / to performing these function. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwl se, top chord shell have properly attached structural Shea till ng and bottom chord shall have a properly attached ri gl d cel 1 I ng. Locati ons shown for permanent I ateral restral nt of webs shal I have braci ng i nstal I ed per SCSI alli- /� BC DL 7.0 PSF DRW CAUSR7175 17165009 A LAI N sections a3, or gin, as applicable. Apply plates to each face of truss and post ti on as stave above and on the Joint Dotal e!is, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons. 0. 14/2017 Alpine, a dl vision of ITN Building Components Group Inc. shall not be responsible for any devl at!on from this n+ OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to bell d the truss In conformance vel til ANSI/TPI 1, or for handl l ng, shi ppl ng, AN RW COMPANY I natal lotion&bracing of trusses. 9 t'+n.20,1900 Q' TOT. LD. 42.0 PSF SEAN— 119334 . A soil on till s drawl ng Sr cover pegs l 1st;ng SIMs drool ngI satin l matoeeptoof profawsl cool otigl mooringae respsi AIll ty solely for the design drown. The sul tell l I ty and use of thIS drawl ng for a y structure Is the -FOLD W.�� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl l l ty of the Sul Id!ng Deal poor per ANSI/WI 1 sec.2. Sacramento,CA 95828 For more information see this 1oh'a general notes page and these web sites: SPACI NG 24.0" JREF- 1W1N7175Z12 ALPINE: www.al pi net taw.com; WI: wow.tpi nst.org: RTCA: wawa.sbcl ndustry.com; ICC: www,I ccsafe.org Renews 6/3012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - E2) Top chord 2x4 HF #2 120 mph wind, 21.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 2.109' Wi nd I oads and reacti ons based on WNFRS wi th addi ti onal C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive desi gn. I oad 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. 4X5-- 1 X5=I I\ RI 12 5-11-3 3X5//i • —I 12 4X8(8) III r�j I7 7I 0 .04 -7-3 �� 18-0-0 3X5(F1)4 4X5(F3) L- 5-4-0 �_ 5-6-0 J 5-4-0 5-6-0 10-10-0 Over 2 Supports R=509 U=23 W=3.5" R=515 U=23 RL=103/-104 Desi gn Cri t: I RC2012/TPI -2007(STD) iso PROp„ PLT TYP. Wave FT/RT=2°6(0,6)/4(0) 16.01. 1 d b G .E-4&•3S�0 OR/-/1/-/-/R/- Scale =. 375"/Ft. 0 Truss Components of Oregon (503)357-2118 ""SIAMNGI""READ auwuw'AU-NOTES m,THIS DRAWING! Ca AQ 9 TC LL 25.0 PSF REF R7175- 58777 825 N 4th Ave,Cornelius OR 97113 •"I IFORf°Rr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCWDING THE INSTALLERS. 19575 Trusses require extreme care In fabricating, handling, shIpping, Installing and bracing. Refer to and follow TC DL 10.0 PSF DATE 06/14/17 the latest edition of SCSI (Build'ng Component Safety Informal'on, by TPI and'AICA)for safety practices prior • /r to perform'ng these functions. Installers shall provide temporary bract ng per SCSI. Unless noted otherwi se, top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached /��� BC DL 7.0 PSF DRW CAUSR7175 17165010 rigid cell l ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 0. 14/2017 A�, `0 N • the Jo' 03, RT or BTO, as applicable. Apply plates to each face of truss and posi ti on as shown above and on �I'LLIII^'illi the Jol nt Details. unless noted otherol so. Refer to drool too 160A-Z for standard plate pasiti ens. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Al p'ne, a dl vi sl on of ITN Rui I d'ng Components Group Inc. shat I not be responsi bit for any deviation from this drawl ng, any failure to build the trussorfor In conformance wl th ANSI/TPI 1, or for handling, shipping, �J AN ITV CAMRArNY I notal I all on s brad ng of trusses. acceptance 7 "on.20,19 P TOT. LD. 42.0 PSF SEAN- 119336 • Arat�ponsllbbl I I'ty sol el yGor for the�Ms�I hoes. The sul tebi l i ty end use of thl s drrawi drawing structure is OtM 8351 R0Va0a Circle reasons'01 I fly of the Rut I dl ng Desi goer per ANSI/TPI 7 Soo.3. �� VU•N� DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more Information sea This Job.s general notes page and these web sl tea: Renews 6/30/2017 SPACI NG 24.0" JREF- 1W1N7175Z12 ALPI NE: was al pi tel tw.cam; 7PI: yam.tpl not.org; RICA: wow.sbcl ndustry.con: ICQ www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi Iot 7 OW Arlington -- VERIFY TIGARD, OR - JGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x3 HF #2 :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 opposi te face. Top chord desi gn. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide Iateral wind bracing per ITWBCG wind bracing details or per Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad 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. 4X5= 6 6 W1 2-10-3 2X4(A1) = 2X4(A1) L-1-6-0- -1-6-0—>-I 1 5-0-0 + 5-0-0 5-0-0 I 5-0-0 l< 10-0-0 Over 2 Supports >1 R=638 U=160 W=3.5" R=638 U=160 W=3.5" RL=66/-66 Note: Al I PI ates Are 1.5X4 Except As Shown. PROP S Design Crit: I RC2012/TPI -2007(STD) Fte F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. /0 6 t ss.,, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503 357-2118 **WARNI NG!**READ AND FOLLOW ALL NOTES ON THIS DRAPING! (9? fi• O2 TC LL 25.0 PSF REF R7175- 58778 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING To SU_CONTRACTORS INCLUDING THE INSTALLERS. 19575 p Trusses require extreme care In fabricating, handl Ing, shl ppl ng, Installing and bracing. Refer to and Poll ow the Iatest edition of BCSI (Bull ding Component Safety Information, by TPI and WICA) for safety practices prior .%' TC DL 10.0 PSF DATE 06/14/17 to performing these PunctI ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached ' ' BC DL 7.0 PSF ✓igid cel I I ng. Locati ons shown for permanent lateral restral nt of webs shall have bracing I nstal I ed per BCSI DRW CAUSR7175 17165011 A r Ilf`- N sects ens hi, B7 or B10, as app)I cable. Apply pi ates to each face o2 truss and post ti on as shown above and on 0. 14/2017 O the Joint Details, unless noted otherwise. Refer to drawings 1AOA_2 for standard plate pasltlons. OREGON BC LL 0. 0 PSF CA-ENG BFR/GWH Alpine, a dl fill on of ITW Bul ng Components Group Inc. shall not be respond handl for any devi at!On from this /'1 J drawl ng, any failure to build the truss in conformance with ANSI/TPI 1. w for handl)ng, shi ppl ng, Vw�� AN ITW COMPANY Installation&bracing of trusses. ma, acceptance enp 7 V°n.20,19� Q` TOT. LD. 42.0 PSF SEAN- 119362 Aresponl on s DI 1 I'ty Creed yWor cover for the deal gn shown, 7hessul teen l I tyMand use of thl s drawl ng fibre structure I a the 8351 Rovana Circle ✓esponsl 01ll Ty of the Sul long Deel gner per ANSI/TVI 1 Bac.2. O`D W.�� DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more Information see this jobs general notes page and these web sites: Renews WO/zorT SPACI NG 24.0" JREF- 1W1N7175Z12 ALPI NE: www,al pi nal te,can: TPI: www.tpi nst.org; RICA: maw.sbci ndustry.tom; ICC: way.1vcsaPe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi Iot 7 OW Arlington -- VERIFY TIGARD, OR - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MFRS with additional C&C member I oad applied per IRC-12 secti on 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. 4X5= 1 —7 6 6 2-10-3 So 1. 5X4 III 2X4(A1) = 2X4(A1) 1-<---1-6-0---- 1.<-1-6-0—>i 5-0-0 + 5-0-0 5-0-0 _I_ 5-0-0 I 10-0-0 Over 2 Supports R=547 U=23 W=3.5" R=547 U=23 W=3.5" RL=59/-59 Design Cri t: I RC2012/TPI -2007(STD) . O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. iA •+ y FSS, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 **WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWING! sy G 1 N F "O TC LL 2 5.0 PSF po 1 •IMPORTANT.• FURNISH THIS DRAWING TO AU.CONTRACTORS INCLUDING THE INSTALLERS. V. lJ 1...., REF R7175- 58779 825 N 4th Ave,Cornelius OR 97 13 Trusses require extreme care 1 n fabrl cat]ng, handl l ng, shi ppi ng, installing and braci ng. Refer to and fol l ow 19575 the latest edition of BCSI (Budding Component Safety I nformati on, by TPI and WTCA)for safety practices prior TC DL 10.0 PSF DATE 06/14/17 to performing these functions, Instal Iers shall provide temporary brad ng per SCSI. Unless noted otherwise, �/ top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid cel 1 i ng. Lecatl ons shown for permanent I ateral restraint of webs shall have brad Cd installed per BCSI -% BC DL 7.0 PSF DRW CAUSR7175 17165012 All �� sactl ons B3 e]or 810, as appl cabl a. Apply pi etas to each face of truss and post tl tono as shown above and on O TJ me Jeint Detans, anlesa noted othe wise. Refer m drawings 160A-z far standard plate pesiu« . 0. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWR I Alpine, a tllvlsion of ITN Building Components Group inc. shall not be responsible for any deviation from This OREGON drawl no, anyfel l Are to but I the truss In conformance with ANSI/TPI 1, or for handl Ins, shipping, AN ITW COMPANY i nstal I atl on A bracing of trusses. TOT. LD. 42.0 PSF SEQN- 119359 Arespoewi bi i l ty sort l ng gfor the"e deal she n. tit as sal tab!'l tyM elates acceptance ss rawl ng profess!hrr any sstrutumarle Ntlb 91P to 20.19 4,y- . 8351 Rovana Circle raapansl bl n ty of the Son m ng Designer per ANSI/TPI 1 See.2. OLD W, DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Infermati on see this Job.s general notes page and these web sites: SPACI NIG 24.0" JREF- 1W1N7175Z12 ALPI NE: www.al pi net te.can: TPI: wxw,tpi nst.erg: WTCA: www.sbci ndustry.con; ICC: maim 1 ccsafe.org Renews 6/30/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER—HI LLSBORO —Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR — HGE) Top chord 2x4 HF #2 120 mph wind, 20.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC Webs 2x3 HF #2 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" peri odi cal l y al ong 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 in overhang or heel panel. engineer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep 4X5 increase factor for dead Ioad is 1.50. 4-7-3 12 I 4dIlliLIIII Ii 18-0-0 i Pr 2X4(B1) = I_- 4-2-0 J_ 4-2-0 8-4-0 Over Continuous Support R=137 PLF U=35 PLF W=8-4-0 RL=15/-15 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •• s FSS OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503 357-2118 *'A1 NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! � G IN F iO P ••IwBNTANr•• FURNISH THIS BRAnnNB TO ALL CONTRACTORS INCLUDING THE INSTALLERS, F 41 TC LL 25.0 PSF REF R7175- 58780 825 N 4th Ave,Cornelius OR 97 13 Trusses ire extreme care 1 n fabri cati n handl i n shi g, ng and bracing. Refer to and fol l ow 19575 7 Edig, g, ppin by nstaln r TC DL 10.0 PSF DATE 06/14/17 the lrtort ngl then of SCSI ns. I ng 11 ars Component l Safety IePtempolar, by TPIiand WTCA)I for pri otemporaryper noted otherwise, /t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.D PSF DRW CAUSR7175 17165013 rigid telling. Locatl ons shoran for permanent lateral restraint of webs snail have bracing Installed per SCSI (Al' , A IL,M T. noted ot63, 87 s, uni as oted othcabe. Apply plates to each ng face of truss and rdspl i onate as 1 howntine strove and on r- the Joint Petal ls, unless noted ethereal se. Refer to drawlrgs ibBAd for standard plate posttlons. O. 14/20EG7 BC LL 0.0 PSF CA-ENG BFR/GWH L� Al pi ne, a dl vl SI on of 1 TW Sul 1 di ng Components Group Inc. shall not be responsl bin for any devi atl on from thl s OREGON drawing, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handl Ing, shl ppi ng, AN ITWCOMPANY Itotallation&bracing of trusses. (�� TOT. LD. 42.0 PSF SEON- 119346 . A seal on this drawing or cover page listing this drawing, 1 ndl cates acceptance of professional engl neari np 9,Q oA.20,19- respond bill ty so1 eh y for the design shown. The sal tebl 1 I ty and use of this drawing for any structure Is the OL ID w W.N DU R. FAC. 1. 15 FROM BB 8351 RgvaBa Circle manorial bl I I ty of the Building Designer per ANSI/Tin 1 Seo.2. Sacramento,CA 95828 For more I nfarmati on see this Jobs general rotes page and these web si ens: SPACI NG 24.0" JREF- 1W1 N7175Z12 ALPI NE: wmv.al pl mel tw.can; TPI: wnw.tpl net.erg; WTCA: www,sbci ndustry.com; ICC: wow.I ccsafe.erg Renews 613012017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi lot 7 OW Arlington -- VERIFY 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, wi nd TC DL=4.2 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding Ioad Wind Ioads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other 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 require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad 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. 4X5= I Iil 4-1-11 12 1 illii: 112 A N N .II ilL 2X4(81) = 2X4(61) L 3-8-8 _L 3-„,_________134j Inc 7-5-0 Over 2 Supports R=514 U=147 W=3.5" R=514 U=147 W=3.5" RL=113/-113 Note: Al I PI ates Are 1. 5X4 Except As Shown. Design Crit: I RC2012/TPI -2007(STD) • PR•p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PA 3 • '`Ss OR/-/1/-/-/R/- Scale =.375"/Ft. po ) **WARN!NG!*w READ NIB FOLLOW ALL ADTEs ON THIS DRAM MGI / Truss 5N4thAve,,3CornelliusOR971137-_118 ••IMpORTAMT•• FURNISH THIS DRAPING TO ALL CONTRACTORS I CLAI NG THE INSTALLERS. C/ r1GIN�F QZ TC LL 25.0 PSF REF 87175- 58781 _ Trusses require extreme care In fabricating, handling, shi ppi ng, Installing and bracing. Refer to and follow 19575 TC DL 10.0 PSF DATE 06/14/17 the latest edi tl on of BCSI (Building Component Safety I nformatl on, by TPI and RICA)for safety practices prl or to perform]ng these functions. Installers shall provl de temporary bracing per SCSI. Unless noted otherwise, t %1 tap chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17165014 sections]RU, m7 or B10, asati ons sappl I cabin. Apply plateshoran for permanent I ]to eaach face fof truss webs aand l I hposl ti onave l as shown)aboveI ed eanr d0en Ø . �� A n FAN i the Joint Octal Is, unless noted otherwise. Refer to drawlrgs 160A-7 for standard plate pasltiens 0. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I' Jr—J ' \VI Alpine, a di vi si on of ITA'Bull di ng Components Group Inc. shat I not be responsible for any deviation from this drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, /� OREGON AN ITWCAMR,NY Installation&bracing of trusses. Vr " TOT. LD. 42.0 PSF SEQN- 119366 pars. A seal on tnl s drawl ng or Cover paI 1 et!ng thl a drawl ng 1 nig Utes sccptanee of professl onel Rlipl neer)nR 7 A.20,19� respond ow. Thetab]RI I I ty sol eI y for the deal gn shsul l I ty end use of tills drawl nG for any structure I a the �O NSG OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle reaporol bill ty of the Sul I di ng Real Geer per ANSI/Tp1 1 Sec.2. Sacramento,CA 95828 Fpr more I nformatl on see this Jobs general notes page and these web sites: l7 W• SPACI NG 24.0" JREF- 1W1 N7175Z12 ALPINE: ewe.al pi mel tw.cow; TPI: www.tpi nst.oro; RICA: www.sbci ndustry.can; ICC: www.I ccsafe.org Renews 13(31Y 2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY 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=4,2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind 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 I oad I s 1.50. 4X5= Al. /�1 AlL 4-1-11 9-0-0 1.5X4 III 2X4(81) = 2X4(B1) 1' J 3-8-8 + 3-8-8 I, 3-8-8 _I, 3-8-8 J 14- 7-5-0 Over 2 Supports R=335 W=3.5" R=434 U=5 W=3.5" RL=89/-78 Design Cri t: I RC2012/TPI -2007(STD) R pR.p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0• 3 • FSS OR/-/1/-/-/R/- Scale =.5''/Ft. Truss 825N4thAvetComOelusoO(503)357-2118 971137-2118 •wwARNINGI READ NA)FOLLOW ALL NOTES ON THIS DRAWING! ��� �GINg � 'p2 TC LL 25.0 PSF REF R7175- 58782 ••IIVORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requl re extreme care I n fabrl cati ng, handl I ng, sill ppi ng, Install 1 ng and bracing. Refer to and follow 19575 v TC DL 10.0 PSF DATE 06/14/17 the latest edition of SCSI (Bpi l dl ng Component Safety Informatl on, by TPI and WTCA) for safety practlhes prior v To perform)ha these Punct)ons. Installers shall Provl de temporary bract hnga per BCSI. Unless notedproper! tse, Aj/ top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached // rigid cel 1 I ng. Locatl ons shown for permanent lateral restraint of webs shall have braving Instal led per SCSI /� BC DL 7.0 PSF DRW CAUSR7175 17165015 .4��� het Join B3, a]or unl as ated other. e. y plates to wing face of trussoand position as pas ti on above and on ' O L^ She Joint banal Is. unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. O. 14/2017 EG BC LL O.0 PSF CA-ENG BFR/GWH Al PI ne, a dl vi Si on of 11W bui I aing components croup Inc. shall not be response hie for any deviation frau this OREGON drawl ng, any fel failure to bail d the truss I n conformance with ANSI/TPI 1, or far handl i ng. shipping, TOT. LD. 42.0 PSF SEON- 119364 AN ITW COMPANY installation&bracing of trusses. . A vel en the s dr r111g or cover pep I I sting title drawl ng, I ndl cotes acceptance of profwl ons) aqi owlet ng +0,20,19— �. rrmponsl 01 I I ty solely for the design shown. The sal tmbl I ty and use of title drawing for say structure Is the �QO ��G DUR. FAC. 1. 15 FROM BB 8351 ROvaoa Cycle rmapal.l bl I I ty of the Building Peal grief per ANSI/TIN t See.2. L D W Sacramento,CA 95828 For more I nformati en see this)ob's general notes page and these web sl tee: SPACING 24.0" JREF- 1W1 N7175Z12 ALPI NE: wwwn:.al pl mel tw.caTPI: www.tpl nst.erg, WTCA: waw.sbcl ndustry.con; ICC: www.I ccsafe.erg Renews 613012017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - Fl) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 wi thin 4.50ftfrom _ roof edge, RISK CAT I I EXP B wind TC DL 4.2 psf, p , Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive desi gn. I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. 4X5= A\ J 12 rte' IIIIIStilI 12 3X5 i 4-1-11 0-8-11lIl -- —1— _. 9-0-0 0 3X7(E5) III 1. 5X4 III 2X4(61) Lc 1' l< 3-5-0 + 3-8-8 I. 3-5-0 _I_ 3-8-8 J l7-1-8 Over 2 Supports R=315 R=427 U=5 W=3.5" RL=86/-75 Design Crit: I RC2012/TPI -2007(STD) r PR.F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0 0 - F`SS OR/-/1/-/-/R/- Scale =.5''/Ft. Truss Components of Oregon (503)357-1118 **WARNI NGI w-READ MD FOLLOW ALL NOTES ON THIS DRAWING! tf0G i NE' . O 825N 4th Ave,Cornelius OR 97113 --IMPORTANT-- FIIRIII511 This DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS. 0 �� ti TC LL 25.0 PSF REF 87175- 58783 _ Trusses regoi re extreme care I n fabri cati ng, handl I ng, shl ppl ng, Installing and bract ng. Refer to and fol l ow 19575 7 TC DL 10.0 PSF DATE 06/14/17 the latest edition of BCSI (Bull ding Component Safety I nformati on, by TPI and ITCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1T top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rl gl d cel 1 I ng. Locatl ons shown for permanent 1 afetal restraint of webs shat I have bract ng I nstal I ed per SCSI�- % DRW CAUSR7175 17165016 �� sections 83, 87 or 810, as appl I cabl e. Apply plates to each face of truss and post ti on as shown above and on _ p) I- the Joint Details, unless noted othe wise. Rarer to drawings 1&on Por standard plate pesitlons. 0. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH J I Alpine, a dl vi Si on of ITN Building Components Group Inc. shall not be response bre for any devl ate on from this drawl ng, any failure to but ld the truss In conformance wl Oh ANSI/TPI 1, or for handl Ing. shipping, /� OREGON J AN fTWCOMRWY Installation&bracing of trusses. np RCS Y9s TOT. LD. 42.0 PSF SEQN- 119368 Aramp nl sl on 1 I ty solely drool Wforr t�dd&iinl D shown. The Sul tubi I I ty��use of this r ead np profess' any structure Isetne "/S1 V+n•20,10 (Q' 8351 RovusaCircle reaponsl bl l l ty of the Building Designer per ANSI/MI 1 See.2. O`D W N DUG. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1 N7175Z12 ALM NE, eww.al pi net tw.can; TPI: owe.tpl nst.org: RICA: www.sbci ndustry.cam: ICC: www.I ccsafe.org Renews&3012017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HILLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, OR - F2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wi nd I oads and reacti ons based on MFRS wi th additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. 4X5= I 12 1 gi 3X5 i 12 4-1-11 ___1_,0-8-11 tri 3X5 T 11 ■ ��i 9-0-0 3X7(E5) III 1.5X4 III 2X4(B1) 3-5-0 T 3-8-8 1, 3-5-0 J. 3-8-8 J 7-1-8 Over 2 Supports { R=322 R=335 RL=63/-64 PLT TYP. Wave Design Cri t; I FT/RT 2%(0%)/4(0)P1 -2007 D) 16.01. 00 •`eO F • SS OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1.118 •'WARN/NGI••READ AND FOLLOW/ALL NOTES ON THIS DRAWING/ ? ''1G' ek ,DiL TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. I�1 REF R7175- 58784 Trusses requl re extreme care 1 n fabri cat]ng, handl 1 ng, shi ppi ng, installing and bract ng. Refer to and fol I ow 19575 'y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior ' r , TC DL 10.0 PSF DATE 06/14/17 T• to perform)ng these functl ons. Installers shall Provi de temporary bracing per BCSI. Unless noted otherwise, _ top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached 14116*, rigid cei 1 I ng. Locations shown for permanent lateral restraint of webs shall have bract ng Instal I ed per BCS/ 'Al ' BC DL 7.0 PSF DRW CAUSR7175 17165017 All ��N het Ions Ba, al or unl as noted ocabl ther e.ApRefery flrtto do waching P160 of forss and rds plate assns en above and o tAe Jol D01visi uO aIT rested ingeCoipo. Gr to Inc.dcf webtruss not be responsible for any devl ati from this OREGON drawl ng, any failure to but I d the In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITWCOMFANY Installation&bracing of trusses. l Weis acceptance _ .9 �,� 20,19sm me/ TOT. LD. 42.0 PSF SEQN- 119372 Arepp000s bl l l on llty sol sI I s drool yDor cover pegs fof the des1 g l I ta.. The owl taillpI l ty�and use of thl s drraoi i ng for structure I Sl DtM N 8351 Rovuoa Circle responsl bill ty of the Elul I ding Deal gear par ANSI/TPI 1 Sec.2. �OL ID • OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W1 N7175Z12 ALPI NE: www.al pi nes tw.com; TPI: www.tpi est.org; NTCA: mew.sbci ndustry.cam; ICC: was.I ccsafe.org Renews 6/3012017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi lot 7 OW Arlington -- VERIFY TIGARD, 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, wi nd TC DL=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outi ookers and cladding I oad Wi nd I oads and reacti ons based on MFRS wi th 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total Ioad. Creep increase factor Ioad applied per IRC-12 section 301.5. for dead load is 1.50. 1. 5X4 III 11 5 1 - 1-7-1 ■ i 9-0-0 4 Fr 2X4(A1) = 1.5X4 III LE-2-2-0-->i 2-10-41^12 '1 1 3-0I 00 Over Conti nuous Support R=161 PLF U=81 PLF W=3-0-0 RL=40 PLF PLT TYP. Wave Design Crit: I RFT/RT 2�(0%)/4(0) D) 16.01. %'ep PROpFs� OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components (503)357-'.118 "`wARNIMGI". READ NA)FOU-011 AL1 NOTES ON THIS DRAW NW �'� �G1 ••El, i0 TC LL 25.0 PSF p 1 ••nFORTARr'• FLRNISH THIS DRAPING TO ALL CONTRACTORS INCWDING THE INSTALLERS. REF R7175- 58785 825 N 4th Ave,Cornelius OR 97113 19575 2 Trusses require extreme care In fabrl cat]ng, handl I ng, shi ppi ng, installing and bract ng. Refer to and fol law the latest edition of SCSI (Building Component Safety Information, by TPI and RICA)for safety practices prior • r• , TC DL 10.0 PSF DATE 06/14/17 to perform]ng these functions. I total I ers shall provide temporary bract ng per SCSI. Unless noted otherwl se, top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d col I I ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bract ng 1 nstal I ed per SCSI /- � BC DL 7.0 PSF DRW CAUSR7175 17165018 1111111.' wctlons B3, B7 or 810, asapplicable. Apply plates to each face of truss and positi on as show,above and o ' - O the Joint betel Is, unles noted otherwi se. Refer to drawings 160A-Z for standard plate positions. n O. 14/20 7---. BC LL 0.0 PSF CA-ENG BFR/GWH AlIns, a division of ITw Bull din Components GroupInc. shall not be r sible fordew!at I on from this A M V pg «vaneepoany OREGON drawing, any failure to Sued the truss In conformance wl th ANSI/TPI 1. a for handling, hipping. TOT. LD. 42.0 PSF SEQN- 119377 AN ITW COMPANY I notal lotion&bract ng of trusses. I MI cats*Axsp 1q a vin,20.�gg0 ! ' Araspons DI I l ty sol sl yGPer tamer he rtl sem,gn shwe orn. The thi Thesdrawl sul teDipl ty and use of tills drread ng Per any struekure 1$the ,T / V 8351 ROvabaCrcle respond bill ty of the Bull dl ng Deal Rner par ANSI]TPI 1 Sec.2. OCDryg RUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 Far more Information see this Jobs general notes page and these web si les: SPACI NG 24.D" JREF- 1W1 N7175Z12 ALAI NE: waw.al pi nei tw.com; TPI: onus.tpl nst.org; RICA: www.sbcl ndustry.can; ICC: Www.I ccsafe.org Renews&3012017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617109--PARR LUMBER-HI LLSBORO -Biggi Iot 7 OW Arlington -- VERIFY TIGARD, 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=4.2 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. 1. 5X4 III 11. 1 5 1-7-1 i / 9-0-0 1. 5X4 III 2X4(A1) Lc----2-2-0--->.1 2-10-4 1„12 =rt I.c.3-0-0 Over 2 Supports R=371 U=26 W=5.5" R=55 U=3 RL=35 Desi gn Crit: IR PLT TYP. Wave T/RT/2% (0%)/4( D)0) 16.01. .0 ,t��. -.. Ss/ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "eINARNINGI""READ Ano FOLLOW ALL NOTES ONTHISDRAIN NGI c�9 aGirsie O TC LL 25.0 PSF REF R7175— 58786 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L1 y Trusses requi re extreme care I n fabrl cati ng, handl 1 ng, shi ppl ng, install Ing and bract ng. Refer to and fol l ow 19575 - r the latest edition of SCSI (Building Component Safety Information, by TPI and wTCA)for safety practices prior ,iiir , TC DL 10.0 PSF DATE 06/14/17 to performing these functi ons. Installers sha11 provide temporary bracing per SCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel 1 I ng. Locations shown for permanent I aterel restraint of webs shall have bracing installed per SCSI +. % BC DL 7.0 PSF DRW CAUSR7175 17165019 secti ons B3, 87 or B10, as appl I cabl e. Apply plates to each face of truss and post ti on as shown above and on ,4 L� 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0. 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH J I Al pi ne, a dlvi Si on of IPM Bull ding Components Group Inc. shall not be responsible for any deviation from this /^� OREGON drawing, any failure to build the truss In conformance with ANSI TIN ,, or for handl lng, shipping, Y, P TOT. LD. 42.0 PSF SEON- 119374 AN IT'W COMPANY instal l at on&bracing of trusses. wQ A seal on hal s drawn ng or cover page II ell no thl s drawl ng, I ndi fabs scewtcnu of profsssl anal sngl rwri ng • , $O.20,199-`(, response bill ty solely for the design shown. The sal tab!llty and use of hlS drawing for any structure Is M "TO/ O vy.�V DUR. FAC. 1. 15 FROM BB 8351 Rosana Circle rsaponal bl I I ty of the Bul Id'np Designer par ANSI/TP1 1 sea.2. 4a Sacramento,CA 95828 For more I nformetl on see this Job's general notes page and these web si tea: SPACING 24.0" JREF- 1W1 N7175Z12 ALPI NE: www.al pl tel tw.can; TPI: www.tpi nst.erg; RICA: www.sbci ndustry.com; ICC: www.1 ccsafe.org Renews 613012017 R Rein o c ' g Ve '�'lbe Saco � o tion • 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 lOd (0,128"x3.0",min) nailsAi at 6" ac, Reinforcing member isApr Notes a minimum 80% of web ,, member length. A This detail is only applicable for changing the specified CLR Ably- shown shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement Iv Alternative reinforcement specified in chart below may be conservative, I MUM For minimum alternative reinforcement, re-run design with appropriate reinforcement type /x\ T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement SCO lJ Reinforcement Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, _ Attach with 10d (0128"x3 0",min) nails —� 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) 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 eachIN face of web. PROp . MEI 4;'- Oc, weWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI c ' 1a' 1 FFn Oy TC LL PSE REF CLR S U b S t. ...IMPORTANT.* 9 wIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 -T Trusses require extreme care n fabricating, handling, shipping, installing and bracing. Refer to and x folios the latest edition of SCSI (Bullding Component Safety Information, by TPI and SBCA) for safety %l TC DL PSP DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, `,, unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chard / i BC DL PIP DRWG BRCLBSUB1014 7 or Refer truss drawings IP ITV Buildingabove dandate Locations renspa sp lateral restraint of webs Q LP irg P Referand n ton �nformance with ANsvTPI I, arp y pates to each face 0. 14/20 7 shall have a properly g g permanen this shall have bracing Installed per BCSI O of tru a s� atherwise BC LL PSP p Gro1 o69.-''ftf .' ° failure tobullthe Inc.thall responsible from w9 �e 20,10n P TOT, LB, PIP drawing, any g, shipping, O. Inst allntion 4 bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional OLD vv r engineering responsibility solely for the design shown. The suitability and use of this drawing •� DUR, PAC for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth A MO Drive For more Information see this Job's general notes page and these web sites, Renew.6/30/2017 Earth City,MO 63045 ALPINE, www.alpineitw.coml TPI'ewww.tpinstorgl SBCA, www.sbcindustry.orgl ICC, www.lccsafe.org S PA C 1 N G Gable Stud Reinforcement Detail ASCE 7-10 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑r. 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 Dr, 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 waw (1) 2x6 "L` Brace H (2) 2x6 'L" Brace HA 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 U Spruce-Pine-Fir Hem-Fir F #1 / #2 4' 7° 7' 10" 8' 1" 9' 3" 9' 7' 11' 0" 11' S' 14' 0° 14' 0' 14' 0' 14' 0" #1 / #2 Standard #3 Stud #2 Stud #3 Standard lJ r #3 4' 4' 7' 2' 7' B" 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0' 14' 0" • - — r Stud 4' 4' 7' 2" 7' 7' 9' 1' 9' 5' 10' 10" 11' 4' 14' 0` 14' 0' 14' 0' 14' 0" r Standard 4' 4' 6' 2" 6' 7' 8' 2" 8' 9' 10' 10' 11' 4' 12' 10' 13' 9" 14' 0' 14' 0° Douglas Fir-Larch Southern Pinewww a) #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 S #2 4' 7' 7' 10" 8' 1' 9' 3" 9' 7" 11' 0" Stud Stud 5' 14' 0" 14' 0" 14' 0" 14' 0" Standard Standard ,t #3#3 4' 6' 6' 6" 6' 11" 8' 7" 9' 2" 10' 11° 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' (U D L Stud 4' 6° 6' 6' 6' 11" 8' 7" 9' 2' 10' 11' 11' 4° 13' 6' 14' 0' 14' 0' 14' 0" d Standard 4' 4" 5' 9" 6' 1' 7' 7" 8' 2' 10' 4" 11' 1' 11' 11° 12' 10" 14' 0' 14' 0" Group B, U #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 5 #3 5' 0" 8' 10' 9' 3" 10' 5' 10' 10' 12' 5" 12' 11" 14' 0° 14' 0" 14' 0' 14' 0° #1 C Btr • U __ Stud 5' 0" B' 9" 9' 2' 10' S° 10' 10" 12' S" 12' 11" 14' 0" 14' 0" 14' 0' 14' 0' #1 a) 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" #i #1 S' #2 5' 3" 8' 11' 9' 3' 10' 7° 11' 0' 12' 7" 13' 1' 14' 0° 14' 0" 14' 0' 14' 0" #2 #2 #3 5' 1" 7' 11' 8' 5' 10' 6' 10' 11" 12' 6" 13' 0" 14' 0" 14' 0" 14' 0' 14' 0° 1x4 Braces shall be SRB (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° _ ww*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 d #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, L7 U _LStud 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). S 00 #2 5' 9° 9' 10° 10' 2" 11' 7" 12' 1" 13' 10' 14' 0' 14' 0° 14' 0" 14' 0' 14' 0' d Gable end supports toad 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 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" Sym"' rAttach 'L° braces with 10d (0128"x30' min) nails. About V Gable Truss �)1 I�� I a t For (1) "L' braced space nails at 2' o,c, �� in 18' end zones and 4' o.c, between zones. Diagonal brace option: prooko **For (2) °L" braces. space nails at 3" o.c, i - T : in 18' end zones and 6' o.c, between zones, vertical length may be doubled when diagonal 18" x 0 "L' bracing must be a minimum of 80% of web brace is used. Connect L r� ail member length. diagonal brace for 385# at each end Max web Brace �At Gable Vertical Plate Sizes total length is 14'. "�� )f,`)IE r i Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal I" — Greater than 4' 0", but 2X4 Vertical length shown brace; single 18" ' less than 11' 6' in table above. or double cut )1E + 0 Greater than 11' 6" 3X ' 45° (as shown) at _ n �1 i a + Refer to common truss design for upper end. LJ LJ I 0 _ peak, splice, and heel plates, ontinuous T nS'T �� Refer to the Building Designer for conditions • Connect diagonal at PROF not addressed by this detail, midpoint of vertical web, Refer to chart above Fc 4..-"" Q err ,•ftN�^ .;l th, AAWARNINGIAC READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,a V� wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \� �G�NE'�� OZ REF ASOE�-10-GAB1203� Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 19575 T� follow the latest edition of BCSI (Building Component Safety Information, by TPI and SECA)for safety LATE 10�01�14 practices prior to performing these functions. Installers shall provide •temporary bracing per SCSI ' r r — ...,.....� unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord AO' DRWG A12030ENC101014 - shall hove a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs 44111 / (FSI �� w shalt have bracing installed per BM sections B3, B7 or BSO, as applicable. Apply plates to each face 4 //I U f truss drawings position as shown above and on the Joint Details, unless noted otherwise. 0. 14 20 7 ll �`—' I�ILJrJ 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 //�� Q N AN ITW COMPANY this drawing,any failure to bund the truss in conformance with ANSI/TPI 1, or for handling, shipping, y/ Q6/ Installation s,bracing of trusses. w9 "e1 20,19gro Q, MAX, TOT, LD. 60 PSP 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 OCD W.%0# for any structure Is'the responsibility of the Building Designer per ANSI/TPI I Seca. EarthOy,MO Drive For more information see this job's general notes page and these web sites, Earih City,M063045 ALPINE. wwwnlpine!twcom) TPD ewww,tpinst.org SBCA.wwwsbcindustry.orgi ICCs wwwIccsofeorg Rmwurw R�7MT MAX. SPACING 24 0" Dabe De � alL ((**II For Let-in Venticals Gable Truss Plate Sizes About` © Refer -to appropriate Alpine gable detail for minimum plate sizes for vertical studs. K11 tORefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable 2X4 p p 11 © �engthl © Example, ii • typ % 2X4 / 2X8 \\640 5: ..... 1411 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' heir orcing Member Member ilk All e lid Toe-nail - ❑r - End-nail • illibib! © © To convert from "L" to 'T" reinforcing members, multiply Provide connections for uplift specified on the engineered truss design, le (based on egth appropriate increase by Alpine gable detail), Attach each 'T" reinforcing member with End Driven Nails Maximum allowable "T' reinforced gable vertical l0d 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 Toenaited Nails specie, and grade of the "L" reinforcing member. l0d Common (0148°x3",min) Toenails at 4' o,c, plus Web Length Increase w/ "T" Brace 4 Nails A 1 (4) toenails in the top and bottom chords. 'T' Re lnf 'T" ,T, This detail to be used with -the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load 2x4 30 Member ASCE 7-OS Gable Detail Drawings Example. 2x6 20 A13015051014, A12015051014, 411015051014, 410015051014, 414015051014, ASCE 7-10 Wind Speed = 120 mph Nails 413030051014, 412030051014, A11030051014, 410030051014, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o�c. SP #3 Truss --i- 4" oc A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T' Reinforcing Member Size = 2x4 A18015ENC101D14, A20015ENC1O1014, A20015END101014, A20015PED101014, "T° Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L° Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003DPED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'IV 4 Nails ri, 1 ► ►. Ceiling • ���gp PROpS`riQ .cWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING] �,3 [\GINZ' s "OA REF LET-IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l41 Y Trusses require extreme care in fabricating, handling, shippMg, installing and bracing. Refer to and 19575 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety r S" 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 sheathng and bottom chordDRWG GBLLETIN1014 --0 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 40011. '''j shall have bracing Installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face I of truss and position os =Hawn above and on the Dint netaas, unless noted otherwise. 0. 14/20 7 Refer to drawings 1604-z for standard plate positions. 0 0074EIM J Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITWCOMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ..+ get' MAX. TGT, LD. 60 PSE n tallation I bracing of trusse 9 '1/4.20,0106 P A seal on this drawing o cover page listing this drawing,Indicates acceptance of professional a engineering responsibility solely for the design shown. The suitability and use of this drawing "OCD W, •' DUR. RADE ANY 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 e this Job's general notes page and these web sites, ALPINE, www.alpinetw.com, TPIwww,tpinstorgl SBCA www.sbcindustry.org, ICC, www.Iccsafe,org Renews8130/2017 MAX. SPACING 24,0" ASCE 7-10i 120 moo, 30' Mean -Bigot, Closed, Exoosure C Common ResidentiaL EnELe 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 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, XI Eptional 2x L-reinforcement attached Nails: 106 box or gun (0,128"x3",min) nails to stiffback with 10d box or gun (0128" x 3", min ) nails @ 6" o c I 1 II - , i; I iii 2X4 Blocking • I libII nailed to45° sheathing and z4° Maxeach truss yP' 1� H `_:- ® ® ®�®�®�iilNIIIIIIIINIIIIIIIIIIMMIIIIIIIINIMIIIIIIIIII MI H/2 eeiagnrace ■ ■ ■ ■ ■ IiIIiii .. ontinuous Bearing - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails, `�_soPROF�3 A,� *wWARNINGIw•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI z. 14G f N E C) REF GE WHALER w.IMPORTANTwx FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C Y Trusses require extreme care n fabricating, handling,shipping, installing and bracing. Refer to and 19575 'y follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety %I DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing per SCSI. `.., Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chard --:\ 7,,, shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs �` DRWG GABRST101014 �I�—�-_ ■ shall have tracing installed per BCSI sections 33, B7 or B70, as applicable Apply plates to each face Q F J I`V, of truss and position as shown above and on the Joint Details, unless noted otherwise. 0. 1412017 Refer to drawings 160A-Z for standard plate positions, GI O/'SpR(s(�/�I AN ITW COMPANY Alpine, n division of ITW Building Components Group Inc. shall not be responsible for any deviation from 007711 TT''1T'"'���� this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or' for handling, shipping, .!1 VBA 20 199 P MAXI T❑T, LDS 60 PSF Installation g bracing of trusse 7 A seal on this drawing or cover page listing -this drawing,indicates acceptance of professional O�D . engineering responsibility solely for the design shown. The suitability and use of -this drawing for any structure Is the responsibility of -the Building Designer per ANSI/TPI I Sec.2. 13389EarthCity,Lakefront ODrive For more Information see this job's general notes page and these web sites Earth M063046 ALPINE wwwalpineitw.coml TPDewww,tpinst.orgl SBCA wwwsbcindustry.orgl ICCs www,iccsafe,org Renews 8/30/2017 MAX, SPACING Gable Stud Reinforcement Detail ASCE 7-10i 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑r: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ' Dr, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L' Brace w (1) 2x4 "L" Brace a (2) 2x4 "L" Brace No, (1) 2x6 "L" Brace a (2) 2x6 °L' Brace xw 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 #3 4' 7' 7' 9' 8' 3" 9' 7" 9' 11" 11' 5" 11' 10' 14' 0" 14' 0" 14' 0" 14' 0" #1 / #2 Standard #2 Standd op U _ #3 Stud #3 Standard Stud 4' 7" 7' 8" 8' 2" 9' 7" 9' 11" 11' 5" 11' 10" 14' 0" 14' 0" 14' 0" , 14' 0" Standard 4' 7" 6' 7" 7' 0" 8' 10" 9' 5" 11' 5" 11' 10" 13' 10" 14' 0" 14' 0' 14' 0" Douglas Fir-Larch Southern PinewwA #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 S3 #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 Nt #3 4' 8° 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0' 14' 0" 14' 0' (] D _ Stud 4' 8° 7' 0' 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0° 14' 0" 14' 0" Standard 4' 7° 6' 2" 6' 7" 8' 2" 8' 9" 11' 1° 11' 10" 12' 10" 13' 9" 14' 0" 14' 0' Group Bi U — #1 / #2 5' 6° 9' 5" 9' 9" 11' 1" 11' 6" 13' 2" 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" Hem-Fir #3 5' 3" 9' 3" 9' 9` 10' 11° 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 & Btr L U _r Stud 5' 3' 9' 3" 9' 7" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0' 14' 0" 14' 0' 14' 0° #1 U - r Standard i 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 Pinexx #1 5' 9" 9' 6" 9' 10" 11' 3' 11' 8° 13' 4" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" 441 #1 53 #2 5' 6' 9' 5' 9' 9° 11' 1" 11' 6" 13' 2° 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" #2 #2 #3 5' 5" 8' 6" 9' 1° 11' 0" 11' 5" 13' 1" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" KO U D P 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 ORB (Stress-Rated Board), 30(ww For 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 P #1 / 442 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 - #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 UH L 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 plf over X #1 6' 4° 10' 6' 10' 10" 12' 4" 12' 10" 14' 0° 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load), d SP #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 11" 9' 10" 10' 6" 12' 1" 12' 7' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0" overhang, or 12' plywood overhang. ftjr--1 D P 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" /7„:,14,r,',10,,°, 14' 0" 14' 0" 14' 0" Symm y� Attach 'L' braces with 106 (0.128"x3.0' min) nails. ' / r About Q ?1( For (1) 'L' brace, space nails at 2" ac �� Gable Truss " " in 18' end zones and 4' o.c. between zones I �a� )1(�'(For (2) 'L° braces space nails at 3" o.c. Diagonal brace option' •I in 18' end zones and 6' ao between zones. vertical length may be T 0 doubled when diagonal 18" 'L' bracing must be a mmum of 80% of web brace is used. Connect `T . member length diagonal brace for 335# "L° at each end. Max web Brace 1114,v� Gable Vertical Plate Sizes total length Is 14', I ** ' Vertical Length No 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 fess than 11' 6' in table above. or double cut 18" + Greater than 11' 6" 3X ' 45° (as shown) at L_ i © + Refer to common truss design for upper end. , 0 0 U [C)-.1 11 0 a 0 ` peak, splice, and heel plates. / / / / /ontinuous / P�0 Refer to the Building Designer for conditions Connect diagonal at midpoint of vertical web. Refer to chart above fo 1'f� °n ti l •rli n, not addressed by this detail. ...WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �� INE' �/ •.IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C �G 4/ �'tit, REF ASCE7-10-GAB1L01S Trusses require extreme care In fabrlcatIng, handling, shipping, Installing and bracing, Refer to and 19575 I� follow the latest edition of HCSI (Building component Safety Information, by TPI and SBCA) for safety . DATE 10/01/14 practices prior to performing these functions. Installers shall provide tem bracing HCSI. %r N'� Unless temporary g per noted otherwise, top chord shall have properly attached structural sheathing and bottom chord =:, .u, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs / DR W G A12015ENC101014 �J Il- Il shalt have bracing osi iontalled per HCSIandsections r B3, B7 or Det as unless no Apply plates to each face /a J Nfi of truss and position all shaven above and an the Joint 010, S unless Hated otherwise, 0. 14/20 7 Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY LD Alpine, a division of ITW Building components Group Inc. shall not be responsible for any deviation from 0 069Ik'i9N this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, vl MAX. TOT. U. 60 PSE Installation&bracing of trusses, "en.20,199.bA 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 " `O/ D ,w,.N� 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 e this ,Job's general notes page and these web sites ALPINE, www,nlpineltw.cos, TPI www.tpinst,org, SBCA'www.sbcindustry,org, ICC, www.iccsafe.org Renews 643012017 MAX. SPACING 24,0°