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Plans (38) K A,S 7J-of oris TS L ' DGE • RFCFIVFD ill,. ' ■ ;■ DEC 22 '2016 ■I \11■1■111% ■ z ill 11111111" _■ TIm =< o ■I- II 1)m <� mH x li 11• F— LST HGTr .-..._...• 111 71 I El11-< �. 1111_ i xr71 co ci 'mow I 11_11•11111_1111.1KE_1 ___ ______ „up NI rn 111..Mr I�F3�,�■�� �� h AIVAIIIIIIIMIIal ____:__, PAL. 0 7) rin hour lr Pill 1-1111 73 M 1��� c ' izEllial.11 AI LiILiI A'GO !3 \ '■■■_ 1 ■I — _ �■ u !I 1 iiiiiiii, ■II "�__1■ • / DD 20 ill 1 11 A r r, 11•11 111 III IMMO gni cu ii-Aimm - miii MG II ■I■�■' i1■'■■I1■ —" "—1 A iii 1 1 0-- L Customer: JT ROTH CONSTRUCTION 0 0 o Desc. : Corbin Ests lot 7 0 0 00 ADDRESS: VERIFY " m N z Desi 9ned by: BILLY BREESE .# ......:.... Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VWG7175Z0209125333 Truss Fabricator: Truss Components of Oregon Job Identification: 1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) EO PROF Engineering software: Alpine proprietary truss analysis software. Version 16.01. .c4 FSS Truss Design Loads: Roof .. 42 PSF e 1.15 Duration ,' G 1 N F 1O Floor - N/A cr, ' 83294PE 'p Zp Rind - 120 NPH (ASCE 7-10-Closed) 0.% Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of i) ``cr1a,2O m record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 *Sell Ta"�� R -.'40.. Y,.''020.18 Details: 12015EC1-GBLLETIN-GABRST10-BRCLBSUB-PB11510-PB16010-HIPFRANE- 12/09/21 Subnitted by RTT 12:51:35 12-09-2016 Reviewer: PBC SS # Ref Description Drawing# Date # Ref Description Drawing# Date 1 01074--A 16344192 12/09/16 39 01112--IG 16344228 12/09/16 2 01075--A1 16344193 12/09/16 40 01113--I 16344229 12/09/16 3 01076--A2 16344194 12/09/16 41 01114--IGA 16344230 12/09/16 4 01077--A2 16344195 12/09/16 42 01115--JOE 16344231 12/09/16 5 01078--B 16344196 12/09/16 43 01116--J 16344232 12/09/16 6 01079-41 16344197 12/09/16 44 01117--J1 16344233 12/09/16 7 01080--B2 16344198 12/09/16 45 01118--KG 16344234 12/09/16 8 01081--B3 16344199 12/09/16 46 01119--K 16344235 12/09/16 9 01082--C 16344200 12/09/16 47 01120--KGA 16344236 12/09/16 10 01083--C1 16344201 12/09/16 48 01121-46 16344237 12/09/16 11 01084--C2 16344202 12/09/16 49 01122--1 16344238 12/09/16 12 01085--R1 16344203 12/09/16 50 01123--LG 16344239 12/09/16 13 01086--R2 16344204 12/09/16 51 01124--L 16344240 12/09/16 14 01087--0 16344205 12/09/16 52 01125--L1 16344241 12/09/16 15 01088--DGE 16344206 12/09/16 53 01126--L2 16344242 12/09/16 16 01089-41 16344207 12/09/16 54 01127--L3 16344243 12/09/16 17 01090--B4 16344208 12/09/16 55 01128--FT1 16344244 12/09/16 18 01091--00 16344209 12/09/16 56 01129--FT2 16344245 12/09/16 19 01092--G 16344210 12/09/16 57 01130--FT3 16344246 12/09/16 20 01093-41 16344211 12/09/16 58 01131--FT4 16344247 12/09/16 21 01094--G2 16344212 12/09/16 22 01095--G3 16344213 12/09/16 23 01096--G4 16344214 12/09/16 24 01097--H 16344215 12/09/16 25 01098--DO 16344216 12/09/16 26 01099--D2 16344217 12/09/16 27 01100--D3 16344218 12/09/16 28 01101--E 16344219 12/09/16 29 01102--E1 16344220 12/09/16 30 01103--E2 16344221 12/09/16 31 01104--E3 16344222 12/09/16 32 01105--E4 16344223 12/09/16 33 01106--F2 16344224 12/09/16 34 01107--F3 16344248 12/09/16 35 01108--F1CAP 16344225 12/09/16 36 01109--F4CAP 16344226 12/09/16 37 01110--F1 16344299 12/09/16 38 01111--F 16344227 12/09/16 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=-10 Rw=18 U=19 0 ▪ 10-7-10 i 4 9 I 1-11-2 0-6-8 � 6- �) • 9-0-0 ftmo R=23 U=5 3X5(62) —2-0-0 1-10-3 >� 1-11-4 Over 3 Supports R=343 U=16 W=5.5" RL=47/-39 Design Crit: IRC2012/TPI-2007(STD) 16°PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►M L'Il_t 4_,d ,5. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsAve,Cornelius OR (971137-2118 ••• FURNISH•BEAD AND NGFOLLOWALL MTIEs ON THIS INCLUDING DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Comelms OR 97113 "Iw°m�" �Ig"TMls awll�e>•o�u.ool�r(olcloxs Il�uolxc n�Ixsnul.Bns, REF 87175- 1074 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing, Refer to and follow the latest edition of BCSI (Building Co ponent Safety Information, by TPI and WTCA) for safety practices priorDL 1 0.0 PSF DATE 1 2/09/1 6 to performing these functions. tInstallers Shall provide temporary bracing per BCSI. Unless noted otherwise, 6rAli:ala. — 14111 top chord shalt have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 16344192 .4 �� sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 12/09/2016 1 the JoinK Oetells, unless netatl otherwise. Refer to drawings 1fi0p_Z forsientle rtl plate posh tions, l drawing, a y failure of Ibu Bulltling compo s Group In e. shall not Ea nor for ibla far any tlpping,an from this OREGON BC LL 0.0 PSF CA—ENG PBC/RTT drawing, any failure to bulla the trues In conformance vel tin ANSI/TPI 1, or for hantlt,rg, 'hipping, AN ITW COMPANY Installation a,bracing of trusses. ,,Z a TOT.LD. 42.0 PSF SEN- 84883 Aresponselhl.Crewing or*over papa lifting till.drawing, indicates acceptance of professional engineering 4 LY 14,20 q SEQN-solely for the design Yawn. The.ultabl l lty and ns.of this crewing for any structure le the f theW 8351 RovanaCrcle responsibility of Building Designer per 1/TPI 1 B.e.z. seal,Tar � DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.eip,ne,tw.cam; TPI:www.tpinst.org;OTCA:ww.w.sbc.ndustry.cdm, ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VWG7 1 75202 Renewal 6/30/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR — Al) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=101 U=23 11 12-1-10 3-5-2 V i, 0-6-81 - 9-00 —2-0-0 >L 1-11-4 >La 2-0-7-->J 1.0 Over 3 Supports -. -1 R=372 U=4 W=5.5" RL=72/-48 Design Crit: IRC2012/TPI-2007(STD) cSEp PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.F.!a4i.h'F4?#SSS_ OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Componentsoforegon (503)357-2118 '"wallNcl'"we Mm rowel ALL NBres ow T IS awlNr T TC LL 25.0 PSF 825 N 4 1i Ave,Cornelius O 97 13 "IMPORTANT.° FURNISH THIS DRAWING ixe Tc ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R71 75- 1075 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior oi/'r - DL 10.0 PSF DATE 12/09/16 performing these functions. tInstallers shall providetemporary bracing per BCSI. Unless noted otherwise, ' _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web shall have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 16344193 ,4�1 O�0 Ts sections g3. 81 or Bio, as applicable. Apply plates to each face of trussand position as shown above and on 12/09/2016 L I H»Joint patails, unless noiatl otln rwise. Refer to drew Ings i6pA-Z Pora[entle rd plate posltlorn. 1 , Alpine, 8 y failure of Ibu 8u,,tl,ng Cooponants groan Inc, she„not be reaponr ran far any dppiatlen Tram this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing,1, any failunw W f tru the truss In confonamnce with ANSI/TPI 1, or for handling, shipping, AN Irw CCMIYWv instal lotion A bra�ing of trusses. 11 r!'/ C TOT.LD. 42.0 PSF SEQN- 84885 A seal lslnithis drawing or cover pep flitting this drawing. Indhalt.•accept„p or professional engineering ` C?14,20 0 b ofsolely for w design Dealg.rape,. The ANSI/TPI1S .d n..er tbl.drawing,or.n atr oa r.I,w �8e�'Tan DUR.FAC. 1.15 FROM BB r 8351 Roma Circle respoisibl l Icy er the Bui Idl.eg O,mlgeer par The suitability 8ee.z. Sacramento,CA 95828 For more information see this Jabs general notes page and these web sites: SPACING 24.0'n ALPINE:www.alpieeitw.com: TPI:www.tpinst.org:ATCA:wsbcindustry.com; ICC:aw..nccsafa.org Renewal 6130/2016 J REF- 1 VWG7 1 75202 ww. 4 (101621 7--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 • within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load wind BC DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=177 U=38 13-7-10 , 7i'd 4-11-2 b0-6-89-0-0 , --2-0-0— 1-11-4 >1_ 4-0-7 J 1e--5-10-3 Over 3 Supports--3I R=405 W=5.5" RL=96/-56 Design Crit: IRC2012/TPI-2007(STD) 0.0 PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P: SS Truss Components 503357-2118 • �`• �� �� OR/'/1/-/-/R/- Scale =.375"/Ft. o ( ) ....WARN ••READ an FOLLOW AL NOM ON MIS oww,Nsr TC LL 825 N 4th Ave,Cornelius OR 97113 ••IMPONTMR•• FURNISH THIS DRAMS%TO ALL WNINACTORS=worms raid INSTALLERS. 25.0 PSF REF R7175- 1076 Trusses require extrema care in fabricating, handling, shipping, Installing end bracing. Refer to end follow the latest edition of SCSI (Building Component Safety Information. by TPI and NTCfor safer /- : DL 10.0 PSF DATE 12/09/16 to performing those functions. tInstallers shall provide otherwise,prior Cop chord shall have t pshe temporary bracing per SCSI.llh Unless noted ttacheds, properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per Bcs BC DL 7.0 PSF DRW CAUSR7175 16344194 A�L'1 .) O�� ' sections 83, 87 or gt0, es applicable. Apply plates to each Pace of truss and position as shown above end on 12/09/2016 L r the Jol lit Details, unless notetl Dine wise. Refer to tlrawl gs 160A_Z Porssta Ward plate posi<lons, I Alpine, a yVfailur of ITR od the g rwu a groan Inc. aha„lint ba roapenalhan far an„tlpping,an Tram this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing. any failure to f trusses.the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal lotion s bracing of trnaaea. 'A C TOT.LD. 42.0 PSF A owl nI this drwing or eons pops listing this arwlnp, Indlefw.ewpt.ne.or prepsesisn.l.nghe.rlrp ry `SLY 14,2000 e, SUM— 84887 q solely Bur eh.deign.leve,. The wltwl l lq and,s or ail.arwllq nor tar wervow.I.w _ r 8351 RovanaCrcle r..ppslb,llq or the Building o..lper per, „�,,Se.2, doll Tan•, DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job'ssgeneral notes and these web e _ ALPINE: we,a,pinnihr.com; TPI:ww.tpin t. g;RTCA:.m.. nd,,,etry.<am; ICC;Bites, R mewl�aazote SPACING 24.0" JREF- 1VWG7175202 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load wind BC DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=177 U=38 f' 15-7-10 t 4-11-2 0-6-8 =i.• R=56 U=8 11-0-0 0 3X5(62) L-2-0-0- 1-11-4 >-1< 4-0-7 :1 l-c---5-10-3 Over 3 Supports —s R=405 W=5.5" RL=96/-56 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) c27 PROFF FT/RT=2%(0%)/4(0) 16.01.V,a�i� Fit�ss'. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss ComponentsofOregon (503)357-2118 IINGI••READ AIO FOTIIIg ALL NDTES Dx rNls aurlNcl �, 825 N Ave,Cornelius OR 97113 ••IMaaITAgr cuwllsN TIAs D—,: tD ALL oanrgllcrogs IBC—ug TIIE int 459 TC LL 25.0 PSF REF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end fellow /�1/ R7175- 1 077 the latest edition or SCSI (Building Component Safety Information, by TPI and BTCA)for safe ifs ! /� performing these functions. Installers shall provide temporary brace notedtother pylar '/ DL 10.0 PSF DATE 12/09/16 top Chore shall have attachedstructural ng per all Unless ted attarwlse, regia ceiling. Locations properly {ors ucturel sheaRhing and bottom chord shell have a properly attached algid ceiling. B3, B]or ati a hop permanent lateral of shall have ling installed per Bao BC DL 7.0 PSF U 1�A 'I applicable. Apply plates to each face of truss and position shown above an, n DRW CAUSR7175 16344195 A Q I v a jolnc geteils, eaasnocetl ou analaa. Barer w drawl gs,soa_z for atantlard Plate peai<la a. 12/09/20 16 drawing, a ylfailur of Ibu build th t truss ineconformance on groan Ina. shall not be for for ih far as,ippiatihn from this BC LL 0.0 PSF CA—ENG PBC/RTT drawl g, an failure<a baiie .truss in tante ma ce with ANSI TPI ,. or far handling. shipping, OREGON AN ITW COMPANY Installation A bracing of trusses. A...l an this droving or ebyar peg.listing SW.dreel .eoepten0/.of professional i /Id TOT.LD. 42.0 PSF r reepvuibliitg solely desig .I w.. m.wl�b Ii Indicates .g n..I. (� EY 14 SEQN— 84889 8351 RovanaCircle r..pm.ibiliw of the Building Designer per ANSI/TPI T Bee 2.°1d"`of this drawing for any ecruew.I.vi. ase fl Tan DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information see this,Job's general notes ALPINE: eww.elp..neitw.com; TPI: Page and chase web sites: www.tpins4org;BTf.A: www.sbcindustry.cwn; ICC:www.iccsefa.org Renewal 6/30/2018 SPACING 24.0" JREF- 1VMIG7175202 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 75 plf at -2.00 to 75 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 5 plf at -2.00 to 5 plf at 0.00 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 7 plf at 0.00 to 7 plf at 7.94 wind BC DL=4.2 psf. BC- 22.94 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 25.77 lb Conc. Load at 4.00 BC- 55.82 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. R=59 4_10-7-10 l/ 9 1-11-2 0-6-8 —6- 1 4_9-0-0 i 3X5(B2) L--2-0-0 >lc 1-10-3 >I< 6-1-1 ,1 1 7-11-4 Over 3 Supports R=357 U=43 W=5.5" R=117 Design Crit: IRC2012/TPI-2007(STD) 44EV PRo�FS PLT TYP. Wave FT/RT=296(0%)/4(0) 16.O1.ft i�py FF S'/p OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 "WARNING!"READ ANo FOLLOW ALL NOTES ON THIS DIwINGI TC LL 25.0 PSF 825 N 4111 Ave,Cornelius OR 97113 "I ISN THIS DRAWING TO ALL CONTRACTORS INCLUDING wlNa lila INsrAums. 83294PE p REF R7175- 1078 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow '� the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 1 0.0 PSF DATE 12/09/16 t• to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, _ — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigidtcalling. Locations show„for permanent lateral restraint of webs shall have bracing installed SCSI :C DL 7.0 PSF DRW CAUSR7175 16344196 Ar O�� I sections 83, Bl or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/09/20 16 II 1 I the Joint Details, unless noted otherwise. Refer to drawings 160A_Z forStandardplate positions, BC LL Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW cOMa4NY instal Istk.a,bracing of'Cruses, 'A `tie oda ;' TOT.LD. 42.0 PSF A...I on this dreading Cr cover page lining this drawing. Ind/mates acceptance or professional i 4 l4 2 �� SEQN— 84892 • r.wp eiblling solely for dl.ds.lgn shown. The suitability and um of this drawing for any structure is"�the {Q 8351 RDvanaCircle responsibility of the Sallding Baeignir par ANSI/TAI 15.0.2. Sell Tao ea DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE:www,alpineltw.com: TPI:www.tpinat_org;%TCA: www.sbcindustry,com: ICC:www.iccsafe.org Renewal 6/3012018 SPACING 24.0" J REF- 1 VWG7 1 75Z02 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 DL=4.2 psf. psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. rl 412-1-10 r R=111 U=20 3-5-2 9 i, 0-6-8 s –� ► J' 9-0-0 i 3X5(82) L-2-0-0 3� 3-10-3 >1< 4-1-1 >I 7-11-4 Over 3 Supports >I R=401 W=5.5" R=119 RL=72/-48 Design Crit: IRC2012/TPI-2007(STD) 43 _ PRI�P,ts PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. t v • OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co h i,nems of Cornelius ((97)357 2118 "'tARM1NGl"'REAR AND FOLLOW ALL Tures ON HAS DRAWING! TC LL 25.0 PSF 825 N 41 Ave,Comeltus Olt 97113 • .4 T m THIS DAWNING To ALL canwlcrons INCLUDING THE INSTALLERS, hp, REF R7175- 1079 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and BTCA) for safety practices prior DL 10.0 PSF DATE 12/09/16 is to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. orLocatio,s sham.for permanent latera, restraint of webs shall have bracing installed Bcssi C DL 7.0 PSF DRW CAUSR7175 16344197 .4�1 `� II ' sections 83, 87B10, as applicable. Apply plates to each face of truss and position shown above and 12/09/2016 L J the Jol nt Retails, unless noted o[Mrwl x. Refer to tlraw Ings 160AZ 9or standard Plaie positlor,s, I Alpine. a dlv,a,pn of ITW Ba„ding�d.pana scrag,,�, shell oat ba reapona,b,a far any devlat,an from thio OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss In conformance with ANSI/TP1 1,or for handling, shipping, ,1� AN ITWCOMR4NY installation A bracing or trusses. N`, yo da TOT.LD. 42.0 PSF SEQN— 84894 A wool en this dreetng or ewer pep.I lathe this eresinp, Indisat s.se.ptvmo er prete.elnn.l enpinserl LY 14,26 8351 Romana Circle r..pwn.Ibl l iq eq sn.Ter ding Designer e ANSI/TPI i..na,,..wr ml.ar�,hq rwr why wtrvwt ww 1.yu 4�'81e jg Tan t DUR.FAC. 1.15 FROM BB reepnlblllty se the Nulltll peel Sacramento,CA 95828 For more information see this jab's general notes page and these web sites: ALPINE:www.alpineitw,com; TPI:www.tp,nst.org;N1CA: www.sbcindustry.com; IOC:www.iccsefe.org Renewal 8/3012018 SPACING 24.0” J REF- 1 VWG7 1 75Z02 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - 62) 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 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. x' R=186 U=37 13-7-10 I 9 4-11-2 if 0-6-8 J 9-0-0 3X5(B2) L-2-0-0 _1E 5-10-3 ,..1..(--2-1-1--->J 7-11-4 Over 3 Supports R=468 W=5.5" RL=96/-56 R=123 Design Crit: IRC2012/TPI-2007(STD) 4' PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►# B C�IR4 PO S' OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 a WNiNINGI e•READ NO FOLLOW ALL NOTES ON THIS DRAMS' $r3294PE 825 N 46(Ave,ComelTus OR 97113 "'N T 18N THIS DRAWING TD INCLUDING* INSTALLERS. ', 'Q - TC LL 25.0 PSF REF R7175— 1080 _ the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and follow '�' DL 10.0 PSF DATE 12/09/16 e performing these functions. Installers shall providetemporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ':C DL 7.0 PSF DRW CAUSR7175 16344198 ��_ sections 83, 87 or 810, as applicable. Apply plates co each face of truss and position as shown above and on 12/09/2016 �1A (� N 1 , he�alnt getaila, "niea1,etas atharwlee. Refer to drawlnhe 18nA_Z far—:"d7:7.°,:7.::7.'7::;.. BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITN Builds g truss Inen a group inc h ANS rot Ca nor forhan ippfrdn thin OREGON drawing, any failure to bulla the truss In conformance with AN51/TPI 1, or for handling. shipping, AN ITW COMPANY instal Nation N bracing of trusses. tQj fc TOT.LD. 42.0 PSF SEN- 84896 A MThfewer al en i.drawing or peg.listing this drawing. Indlsat.. professional er profelenal engineering �/ �4,2� 0 Q rmmpnibl lily solely Its the design=sewn. The aulrabi l ity and use b or thio drawing Per any etruorO LY e le the A. 1 • ���. DUR.FAC. 1.15 FROM BB r 8351 Romana Circle responsibility or the Building Designer per ANSI/TPI 1 Saw.2. Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com; TPI:www.tpinst_org;RICA: aww,sbcindustry,com; ICC:www.nccsafe.org Renewal 6la0/2018 SPACING 24.0" J REF- 1 VWG7 1 75202 1 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - 63) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 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 load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4111 6-5-15 41111 0-6-8I +11-0-0 i 4 111 12-0-0 ,-1 1- 7-8-8 :n2 7-11-4 Over 2 Supports --> R=535 W=5.5" R=331 U=42 RL=122/-65 ego PROP. Design Crit: IRC2012/TPI-2007(STD) ,�l'. SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 6‘440,6f (04N,F0 �0 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Co In InentsofOregon (503)357-7118 •�WARMINGI••READ AND FOLLOWALL NOTES ON 1HIS DRAWING' 83294PE 825 N4. Ave,Cornelius OR 97113 "l FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1* Scale TC LL 25.0 PSF REF R7175- 1081 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow ' the latest edition of BCSI (Building Conponent Safety Information, by TPI aB7CA) for safety practices prior C IL 10.0 PSF DATE 12/09/16 per to performing these functions. Installers shall provide temporary bracing peSCSI. Unless noted otherwise, ,Oggihktop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed SCSI ;C DL 7.0 PSF DRW CAUSR7175 16344199 ,4 r �� I T! sections B3, B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on 12/09/201 6 II l the Je1,K patella, unleaa doted otherwlae. Refer to dram Ings,SOA_Z farssta,Mard plate poaitla,n. OREGON 1 Alpine, a divlslon of IT,Y BW Idirg Components gra.4 Ines shell net be reapana,bla for ail,deviation from thin :C LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN MN/COMPANY installation 8 bracing of trusses. �� ICY 14,2G t� TOT.LD. 42.0 PSF . A.awl en this drawing Sr cover page listing this drawing, Indleef„ SEQN- 84898 rsywr..Ibl l lq Solely for w design Mown. 711a sllitap,l l acceptance dr of gfor lelrl engineering suitability end use of this drawing for do.crlrnre 1.L. sell Tan�- DUR.FAC. 1.15 8351 Rovana Circle responsibility of The Building esignDesigner per ANSI/TPI 1 s.c.:. FROM BB Sacramento,CA 95828 For more information see this,Job's general notes page and these web sites: Renewal www,alpineita.com; TPI:www,tpinst.org%NTCA: www.sbcindustry.com; ICC:www.iccsafe.org 6/3012018 SPACING 24.0" J REF- 1 VWG7 1 75202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 75 plf at -2.00 to 75 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 5 plf at -2.00 to 5 plf at 0.00 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 7 plf at 0.00 to 7 plf at 5.94 wind BC DL=4.2 psf. BC- 22.94 lb Conc. Load at 2.00 BC- 25.77 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. 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 load is 1.50. R=23 • 0 10-7-10 _ 8 1-11-2 0-6-8 '� —i— Iliel J9 0-0 3X5(62) L-2-0-0— -1-10-3 >l< 4-1-1 J 5-11-4 Over 3 Supports >1 R=352 U=43 W=5.5" R=88 CEO PROFS, Design Crit: IRC2012/TPI-2007(STD) .(5G SS PLT TYP. Wave ( l FT/RT=2%(0%)/4 0) 16.01.14� Il F�. �0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss N4mP n Comet us012597113�`118 •a l lea HEAD vnTOWLL ooxnusawlGcl '¢ REF 87175- 1082 ...IMPORTANT.. FURNISH THIS DRAWING m ALL coullAcloBs INCLUDING THE INSTALLERS. i[/ 83284PE TC LL 25.0 PSF Trusses require extremes tare in fabricating, handling, shipping, installing and bracing. Refer to and follow .........7 C L 10.0 PSF DATE 12/09/16 the latest edition of BCSI (Building Component Safety Information, by TPI end WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise.144111104, - top chord shall have properly at cached structural sheathing and bottom chord shall have a properly attached rigid caning. Locations shown for permanent lateral restraint of webs shall n bracing Installed per SCSI 12/09/2016 C DL 7.0 PSF DRW CAUSR7175 16344200 Ail A , sections B3, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on the Joint Details. unless noted otherwise. Refer to drawings 160A-Z fora standard plat`positions' OREGON BC LL 0.0 PSF CA-ENG PBC/PTT 1 Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure build the truss tenfermance with ANSI TPI ,,or for handling, shipping, IP4 `��y�a,sccP �� TOT.LD. 42.0 PSF SEAN- 84900 AN ITW COMPANY Installation s bracing of trusses. A seal on thio drawing or wrier pegs listing this drawing, Ine,w ta.eaopengineeringtenee of professional engineering Rev= solelyfor the design idiom. The meltabilitymeltabilityand use of chis drawing for am strasa.r.Is the $@��Ian OUR.FAC. 1.15 FROM BB f 8351 RovCircle f..P.reibllity of the Building Designer per AMSI/TPI 1 5.0.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:mwww.iccsafe.org TPI:www.tpinst.orgi SCCA:emw.sbcineustry,com: ICC:w .iccsafe.org Re^ewal 8/30/2018 SPACING 24.0" J REF- 1 VWG7 1 75202 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 16.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. 4_18-1-10 I R=105 U=24 3-5-2 '7, V 0-6-8 q J 4_15-0-0 3X5(B2) —2-0-0 < 3-10-3 >Jc 2-1-1---->J 5-11-4 Over 3 Supports R=392 W=5.5" RL=76/-48 R=90 o PROF Design Crit: IRC2012/TPI-2007(STD) ,.�G¢ F%No PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.$. L� �0 OR/-/1/-/-/R/- Scale =.5"/Ft. iiim Truss Co Ill,nentsofOregon (503)357-2118 **WID**WARN ••READ Aram AEE NOTES BN nus DRANINGI 825 N 4 l Ave,Cornelius OR 97113 ^IM.DRfANree FURNISH THIS DRAINING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS, �TC LL 25.0 PSF REF R7175- 1083 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer toand follow the latest edition of BCS, (Building Ceapo,ent Safety Information, by TPI a.RICA) for safety practices prior C IL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall providetemporarybracing per BCSI. Unless noted otherwise, idillibk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint t of webs shall have bracing Installed RCS! 12/09/2016 C DL 7.0 PSF DRW A �O`� I .. sections B3, BT or B110, as applicable. Apply plates to each face of truss and position as shown above on CAUSR7175 16344201 II J l the paint getalla. lase n d iherwlaa. Rafe:to drawinga 70-tz faraacandard plate Paaitidre. OREGON I Alpine, a diylalpn of,Tw Buding Comporente group ,nc, ,ha„ t be reaponslble far an„deviation from this C LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, a�g5 AN ITW COMPANY installation A bracing of trusses. ICY 14,2BP e . A seal en this drawing or.aver pogo listing this arming, Indicate.acceptance of professional•ngl.erl,G 44 �� TOT.LD. 42.0 PSF SEQN- 84902 ,..pons lelllq solely for the design Moen. l/,e suitability and IS of halo draping for any stn.-cure Is the ge g.S. a 8351 Roma Circle respo elblllty of the Building Designer per ANSI/TP!1 Seo.2. DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this fob's general notes page and these web sites: ALPINE:www.alpineitw.com; TPI:www.tpinst.org; MICA:www.sb<innustry,coICC: www.iccsafe.org Renewal 6/30/20SPACING 24.0" JREF- 1 VWG7 1 75202 m; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - C2) Top chord 2x4 HF #2 120 mph wind, 17.02 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 4-11-15 All0-6-8 i -1- B-4 15-0-0 i 1.5X4 III 3X5(82) Lc--2-0-0--›..1 5-9-8 1"12 '7T —5-11-4 Over 2 Supports -- R=457 W=5.5" R=231 U=37 RL=107/-57 AEU PROp� Design Crit: IRC2012/TPI-2007(STD) 4,, S,S, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.$4' 10 N E',�. v -0 0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Co.n hnentsofOregon (503357-1118 ••MIWIINGI••BEAD AID FOLLOW xT NOTES on THIS DRAWING! iii 83294PE44 TC LL 25.0 PSF REF R7175- 1084 — 825 N 411 Ave,Cornelius OR 97 13 ..•IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • it Trusses require ditio extreme BCS care In ng Component Safety Information,oM1 i , IMtell,nd end brfor s. Refer to are fellow �� C I L 1 0.0 PSF DATE 1 2/09/1 6 tea latarC eel then of ncti ns. I st Ceers she Safety temporarby TPI and TSCSI for safety practices for to performing these functions. Installers shell providehingaorary bracing per SCSI. Unless noted attarwis., - . Adilhik tap dere shall have properly attached pe manent hal sheral restraint and of tomweb chord shal shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 16344202 rigid�ti ns83,ceiling. orLocations, a..twat for e. Apply lateral r tr int of free shall have bracing installed abo pea BCSI 12/09/2016 .4 �O`� sections 8D a]or unless as applicable. Apply plates to each face of truss and position as alarm above a t on J r✓ the Joint Details, mla.a noted otherwise. Refer to drawings 160A_Z for at'ta'rd plate positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT I Alpha, a division of ITW Building Components Group Inc. ..hell Y be responsible for any deviation from this drawing, any failure go Calle the trues In conformance with ANSI/TPI ,, or for handling, shipping, It `AY u,2ot� 0 TOT.LD. 42.0 PSF SEQN- 84904 AN ITW COMPANY Installation&bracing of crusta... A...I on this erwl.G or Geyer p.ps listing this drawing, Iedia.tw aeemstones of professional engineering1. r.aponsiblllty solely for the design.l n. The suitability end use Cr chile drawing for any stfuerua I.to '�0ell Tan DUR.FAC. 1.15 FROM BB f 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI I See.2. Sacramento,CA95sas Far more information sae thin Job's general retes page at these yeah alta..: Renewal 6/30/2018 SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:fww.alp reitw.com; TPI:www.tp ir,at.org;1frCA: ww.sbc lr,wacry.com; ICC:www.locsafe.org (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - R1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Wind loads and reactions based on MWFRS. DL=4.2 psf. Deflection meets L/180 live and L/120 total load. Creep increase Hipjack supports 7-10-12 setback jacks. Jacks up to 7' have no webs. factor for dead load is 1.50. Longer jacks supported to BC. Shim all supports to solid bearing. R=819 U=12 4X51% J_ 15-1-10 4X5% ' 0-10-3 6.36 ei 3X5(R)$ . 2X4(R)$ • 1.5X4(8)$ T2 • 3X7% • 3X5(8)$ • 3X5(8)$ ZEZ 4_9-0-0 --2-9-15---- e 11-1-15 Over 2 Supports R=697 U=22 W=7.778" Design Crit: I RC2012/TPI-2007(STD) Fly©PROp� PLT TYP. Wave ♦ S FT/RT=2%(0%)/4(0) 16.O1.Fr • G114 F nS'i0 OR/-/1/-/-/R/- Scale =,3125"/Ft. Truss Components of Oregon (503)357-2118 •e!ARI+ING1••READ AND FOLLOW ALL IVIES ON THIS DRAMS/ (G� �I' 9 TC LL 25.0 PSF 825 N 40a Ave,Cornelius OR 97113 "I T a ISH THIS INS TO CONTRACTORS INCLUDING PE INSTALLERS. 4/ $3294PE REF 87175- 1085 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to end follow re _ the latest edition of SCSI (Building Coponent Safety Information, by Till and WTCA) for safety practices prior �L / : DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provideteporary bracing per BCSI. Unisse noted otherwise. _ ,0411164 top chord shall have properly attached tached structural sheathing and bottom chord shall have a properly attached rigid cei l irg. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 16344203 ,4 r �� 7 sections B3, 07 or B10, as applicable. Apply plates to each face of trussend position as shown above and on 1 2/09/20 1 6 F1 Q I h l Joint Details, unless noted oHorwlse, Refer to dreeings 1BOA-z far standard plate posltie,ls. BC LL Alpine. a dlvialan of ITW&Ildi g Dompa e a grasp Inc. a ell not eaponaible far any deviatlan from Iiia OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. C TOT.LD. 42.0 PSF SEQN- 84906 A seal on this drawing or ewer paps lining this drawing, Indicates er thIs ee of prey oimel engineering G tY ,20 reeponelblllty wlely for tie,design sheen. The suitability end use of this drawing for stns re Is the 14 — 8351 Rovana Circle responsibility of then Building Designer per ANSI/TPI 1 gad.=. *eel,Tan DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:www,alpboltw.com; TPI:www.tpinst.org;rrCA; wwe.sbcinduatry.com; ICC:www.iccsafe.org Renewal 6/30/2018SPACING See Above J REF- 1 VWG7 1 75202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - R2) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 16.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/180 live and L/120 total load. Creep increase Hipjack supports 5-10-12 setback jacks with no webs. factor for dead load is 1.50. Shim all supports to solid bearing. R=415 U=13 3X5(R)\\\ 10 4-19-7-100-10-3 4-19-7-100-10-3 I. 3X5(R)$ 11, 2X4(R)$ l♦ 6.36 (— ••� T2 1.5X4(R)\\\ 3X7�o 40 3X5(R)\\\ 15-0-0 I-.----2-9-15 .� 8-4-0 Over 2 Supports >1 R=507 U=30 W=7.778" Design Crit: IRC2012/TPI-2007(STD) ,,,,,,Leg PRdpF FT/RT=2%(0%)/4(0) 16.01. �, • 'E �s4 OR/-/1/-/-/R/- Scale =.375"/Ft. _ PLT TYP. Wave ►r Truss Co.".nentsofOregon (503)357-.7,118 ••tAgMINGI••READ ANO FOLLOW ALL NOTES ON THIS CMIIINGI REF R7175 1086 825 N41 Ave,Cornelius OR 97113 ..iwoRTANr•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 4rrialiCi Trusses regains extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and relieve DATE 12/09/16 the latest edition of BCSI (Building Component Safety information, by TPI and MTCA) for safety Practices prior A DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs Shan have bracing Installed per BCS DRW CAUSR7175 16344204 ,4 �� i sections Ba, 87 or 810, as applicable. Apply plates to each face of truss and position es shown above and on 12/09/2016 I the Joint Details, unless noted otherwise. Refer to drawings,BOA_Z for standard plate positions. /� BC LL 0.D PSF CA-ENG PBC/RUT I Alpine, a division of ITW Building Components Group Inc. shall net be responsible for any deviation from this OREGON drawing, any failure W bulla the truss In conformance with A161/TP! ,, or for handling. shipping, A TOT.LD. 42.0 PSF SEQN- 84908 AN ITW COMPANY installation a i lurebracingt of trusses. V_ . A vel en thls drawing Cr cover pope lifting thls drawing, Indicates acceptance of prof mleesl engineer) 4 (1,11'14,20 responsibility solely for the design shown. The awltabi l ity and um of this drwing for any.truer Is engineering t/ • 8351 Rovana Circle r pon.lbllfty of the Building Designer per ANSI/TPI t Sec.2. *sell Tan•` DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 0.0" JREF- 1VWG717$Z02 ALPINE:wwm.alpineitw.cem; TPN:www.tpinst.org;WTCA:aww.sbclndustry.com; ICC:www.iccsafe.org Renewal 6130/2010 (1016217--JT ROTH CONSTRUCTION -Corbin Ests•lot 7 -- VERIFY VERIFY, OR - D) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1,10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R) III ii 1.5X4\\\ 1.5X4/// 9-2-0 giAlk Alikihih 0-6-8 0-6-8 o .L 3X5= 3X5= c_. T 9-0-0 _ 4X5(82)= 3X5.""- f 4X5(62) Lc 2' >I L.< 2 >I L 5-9-15 _L 5-8-1 L 5-8-1 f 7-8-10 'r 7-6-12 —I— _I_ 7-8-10 5-9-15 2.1 I_ 11-6-0 J— 11-6-0 —I Fc 23-0-0 Over 2 Supports R=1183 U=28 W=5.5" R=1184 U=28 W=5.5" RL=192/-192 Design Crit: IRC2012/TPI-2007(STD) asp PROpF PLT TYP. Wave FT/RT=2X(0%)/4(0) 16,01. ►f 4i `SS'i Truss Cohn nnentsofOregon (503)357-!118 ••WNWIINGI••READ AID FOLLOW All NOTES ON rNIs wwINGI ! .�. 4- et*"t. O OR/—/1/—/—/R/— Scale =.25"/Ft. _ 825 N41 Ave,Cornelius OR 97113 '•I T T•• FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `i 83294PE�4 9 TC LL 25.0 PSF REF R7175- 1087 Trusses require extreme care In fabricating, handling, snipping, installing and bracing. Refer to end follow the latest edition of BCSI (Building Component Safety information, by TPI and NTCA) for safety practices prior :... DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall providetemporarybracing per BCS1. Unless noted otherwise, - top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rgid ceiling. Locationsshown for permanent lateral restraint nt of wets shall have bracing installed�r BCS BC DL 7.0 0 PSF .4 [FIN : O I I sections B3, B7 or BIO, as applicable. Apply to each face of truss t and position shown b and on 12/09/2016 DRW CAUSR7175 16344205 L J 1 the Join[a. 87 o unless noted otherwise. ibrer to drawings eAfor s and po plate pos ltlons. I Ai Pine, a division of ITN Building Components Grog Inc. shall not ha responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN iTwcoMae.Nv installation A bracing of trusses. 'A 14n TOT.LD. 42.0 PSF SEAN- 84910 A ow ibltl.er rlaG or minor pm listing t„Ie ersnq, Inelaet•••maept..er pr•n••lan.1•ngineoi g Co lY 20 q solely f•r th.d..17,.hon. T11•aulr elilq.rnd ua or chi•arsine nor wnpr etnflnP.I.tls 0 _ " 8351 Reyna Circle r.Rairlbinq or the Building B»lgnor dor ANSI/TPI 1 S•e.2. OA Tar t DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:www,alpineitw.com; TPI:www.tpinst.org; 11TCA:w .scindustry.com; ICC:sw.iccsafe.org Renewal 6130/2018 SPACING 24.0" J REF- 1 VWG71 75202 wb THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - DGE) Top chord 2x4 DF-L #2 (**) 1 plate(s) require special positioning. Refer to scaled plate plot Bot chord 2x4 HF #2 details for special positioning requirements. Webs 2x3 HF #2 :M9 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Provide lateral wind bracing per ITWBCG wind bracing details or per anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 engineer of record. 2X3 studs require reinforcement at 70% of the length psf. tabulated for 2X4 studs of the same grade. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member, bracing requirements. Trusses designed to support 1-0-0 top chord outlookers. Cladding Bottom chord checked for 10.00 psf non-concurrent bottom chord live load load shall not exceed 5.00 PSF. Top chord may be notched applied per IRC-12 section 301.5. 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Do not notch in overhang or heel panel. Ce=1.10, CAT II & Pf=21.17 psf. 4X5= n - � 3 11111111111111±1111 � 1 9-2-0 9 (— - 9 i _i_ 0-6-8 T ► .�_ T9-0-0 3X5(62)= 3X5(**) 3X5(62) Lc2' >I l< 2' I_ 11-6-0 _j_ 11-6-0 _1 I< 23-0-0 Over 2 Supports R=135 PLF U=1 PLF W=14-O-0 R=144 PLF U=13 PLF W=9-O-0 RL=15/-15 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: l FT RT 296(0%4(0) D) 16.01 . A% 0� �s'9_ OR/-/1/-/-/R/- Scale =.25"/Ft. PLT TYP. Wave ,. Truss Col I.nentsofOregon (503)357-2118 '•WARNINGI•*READ AVE FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 1088 825 N 411 Ave,Cornelius OR 97113 "IrnRTANr'• FURNISH TRIS DINING To ALL CONTRACTORS INDLwINB THE INSTALLERS. �v TC LL 25.0 PSF Trusses require extreme care in fabricating, handling• shipping, installing and bracing. Refer to end follow a.,the latest edition of BCSI (Building Component Safety informetion. by TPI and NTCfor safety practices prior 0./ DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per SCSI. . Unless noted otherwise, top chord shall have properly a[tached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent.lateral restraint of web shall have bracing installed per B BC DL 7.0 PSF ��� sections B3. B1 or B10, .s applicable. Apply plates to each face of truss end position as shown above and on DRW CAUSR7175 16344206 Othe Joint Details. unless noted otherwise. Refer to drawings 1BOA-z for standard plate positions. 12!09/20 16 I 1 Alpine, a division of ITN Building Components grasp Inc. shall net be responsible for any deviation from this OREGON gC LL D.D PSF CA-ENG PBC/ITT ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN IrwcoMAVJY installation a bracing of trusses. 1 �C,, TOT.LD. 42.0 PSF SEQN— 84914 this. A...I on erasing Cr sever page listing this droving. Indicates evwpteeae of pref.sM .lel engineers G `14Y14,206 Va ra responsibility..Peiy Per the design elven. The saleability and use of this drovingany for er .trte:Lc. 51* r 8351 RovanaCircle t..pm. ibl!ley of the Building Designer per ANSI/ipl 1 Sae,:. Sell Tao. DUI.FAC. 1.15 FROM BB Saaamento,CA 95828 For more information see this Job's general notes page and these web sites: V SPACING 24.0" J REF- 1 VWG7 1 75202 ALPINE:www.alpineitw.cam; TPI: www.tpinst.org;'RCA:www,sbcintlustry.Com; ICC: www.iccsefe.org Renewal 013012018 (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - 01) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5 ii � 1.5X4 Q\ 1,5X4/// 9-2-0 \ 411111/1" —1 9 0- 8 0- 8 ■■ 3X5(82)= 3X5=T 3X5= 9-0-0 3X5= 4X5(B2)_ L 2' k 5-9-15 _I_ 5-8-1 I_ 5-8-1 _I_ -9-15 7-8-10 _l_ 7-6-12 -r 7-8-150 11-6-0 11-6-0 1 23-0-0 Over 2 Supports >+ R=1016 U=15 R=1191 U=29 W=5.5" RL=175/-161 Design Crit: I RC2012/TPI-2007(STD) CEO PRO�� PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.PAt •,j .,ssi OR/-/1/-/-/R/- Scale =.25"/Ft. Truss ComponentsAve,Co Oregon (503)357-1118 "WARM FURNISH READ AND FOLLOW ALL FATES ON THISSIN LUDING (y TC LL 25.0 PSF 825 N 41i Ave,Cornelius O>2 97113 "IT "1="TMls DRAWING TO ALL CONTRACTORS INCLUDING no INSTALLERS. REF R7175- 1089 _ Trusses require extreme care In fabricating, handling, shipping, inand bracing. Refer to end follow mikthe latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ./ DL 10.0 PSF DATE 12/09/16 to performing these functions.[Installers shall provide temporary bracing per SCSI. Unless noted otherwise, TM top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per B DRW CAUSR7175 16344207 A=��� 1 sections 83, BT or 610, as applicable. Apply plates to each face of truss and position as dawn above and on 12/09/201 6 the Joint Details, unless noted otherwise, Rarer to drawings IBCA-2 for steward elate positions. BC LL I , Alpine, a division of IT.Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation g bracing of tresses, C TOT.LD. 42.0 PSF SE N- 84917 A sea responsibility draing or waver peg.listing this drawing. Indicat.s.eo.pt.na.of professional engineering G SLY 14,20°4 0 SEQN-of t e Bur the dol„whom. NSI suitability and w of drawing for structure 1.the *sell Tan DUR.FAC. 1.15 FROM BB ' 8351 RovtaeCucle rwpnemlIIty of d1.Building aeelpl.r per ATb. I See.z. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" ALPINE:www.alpineite.com; TPI: w .tpinst.org;81-CA: ndw CA:a .sbeiustry,cam; ICC:e .iccsafe.org Renewal 6/30/2018 JREF- 1VWG7175202 w (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 --VERIFY VERIFY, OR - 84) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x4 HF #2: TC- From 75 plf at 0.00 to 75 plf at 7.94 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 7.94 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 pf, wind BC DL=4.2 BC- 1015.96 lb Conc. Load at 1.56, 3.56, 5.56, 7.56 psf. Wind loads and reactions based on MWFRS. (a) #3 or better scab reinforcement. Same size & 80% length of web Right end vertical not exposed to wind pressure. member. Attach with 10d Box or Gun nails (0.128"x3",min.) 8. 6" OC. Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W4X8 S 4.75 1.5X4111 [ 6] W5X5 3.50 L 1.25 / [ 8] W4X5 2.25 R 2.00 i 9 5X5[6] 6-5-15 \\\\\ 0-6-8 % ifilorm Jim ' 40 9-0-0 4X8[5] III 4X5[8] 5X5(81) 3-7-3 1 12 � �< 4-2-5 3-7-3 4-4-1 4+ 7-11-4 Over 2 Supports R=2092 U=57 W=5.5" R=2623 U=64 Design Crit: IRC2012/TPI-2007(STD) 4 PROpA. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.fA; . S la Truss Components of Oregon (503)357-2118 ”IMARNINGiae READ AND FOLLOW ALL TOTES ON THIS DRAWING! � OR/-/1/-/-/R/- Scale =.375"/Ft. 825 N 4th Ave,Comelrus OK 97113 "I r FURNISH THIS MARINO TO ALL CONTRACTORS INCLUDING INSTALLERS. (9 TC LL Trusses Ire a t/♦ 83294PE 25.0 PSF REF R7175— 1090 _ require extreme care In fabricating, handling, shipping, installing and Orating. Refer to and follow A. to latest edition of SCSI (Building ComponentSafety Information, by Ti! and WTCA) for safety practices prior Ma o performing these functions. tInstallers shall providetemporarybracing per SCSI. Unless noted otherwise, / DL 10.0 PSF DATE 12/09/16 top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid tel Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 0 PSF rrrlll l A eons 03. B7 or 810, as applicable. Apply plates to each face of t and position as shwa„above and on DRW CAUSR7175 16344208 .411 I oJ�'\ ' i the Jalnt B.Talla. unlasa m atl a<w wise Refer 20,rami ga,BOA_Z fu s�<aMard plate poaltlaro. 12/09/2016 II 'Lh 1 \VI I i liping, a y failure of ibu Bulking compo a ora,p Inc.hhall.wt ba ror for lhn far any ippietian from this /� BC LL 0.0 PSF CA—ENG PBC/RTT drawing, any Pellure to build the truss In canformanca with ANSI/Tel ,. or far handling, shipping, OREGON AN ITW COMPANY installation b bracing of trusses. A bilon vihis tty solelyfortho ewer listing She it ility end um of aeoloptenoe infor stnlengineeringtr. that ��/truSEQN-Tan' OUR.FAC. 1.1 5 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www,alpineitw.com: TPI:www,tpinsturg;,iTb CA: www.scindustry.cam: ICC:www.lccsafe.org SPACING 24.0" J REF- 1 VWG7 1 75202 Renewal 6!3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - GG) Top chord 2x4 DF-L 2400f-2.OE :T2, T3 2x6 HF #2: Special loads Bot chord 2x6 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W4, W6, W7, W9 2x4 HF #2: TC- From 75 plf at -2.00 to 75 plf at 7.94 :Lt Wedge 2x6 HF #2: TC- From 38 plf at 7.94 to 38 plf at 12.94 TC- From 75 plf at 12.94 to 75 plf at 28.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 75 plf at 28.06 to 75 plf at 38.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 5 plf at -2.00 to 5 plf at 0.00 DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 12.94 BC- From 14 plf at 12.94 to 14 plf at 36.00 Wind loads and reactions based on MWFRS. BC- From 5 plf at 36.00 to 5 plf at 38.00 TC- 819.32 lb Conc. Load at 7.89 (a) #3 or better scab reinforcement. Same size & 80% length of web BC- 117.18 lb Conc. Load at 2.00 member. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. BC- 119.42 lb Conc. Load at 4.00 BC- 331.39 lb Conc. Load at 8.00,10.00,12.00 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. BC- 2622.92 lb Conc. Load at 12.94 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W3X5 S 1.75 [14] W4X5 S 1.25 [26] W3X5 S 1.75 1.5X4111 8X8= 1.5X4 III T2 4X5[14]= 5X7= 13 8X8= 3X5 Di 6 - T +till, 3X55 \ssN\ 9 yy4 W6 (ajlllW7 9 6-5-15 0-6-8 ,1 V.* 111111 T 9 0-6-8 T 1 iii il 9-0-0 1.5X4 111 3X5[8]= 8X10= H0508-. 8X10= 3X5[26]= 1.5X4 III 5X12(B12R)i 5X12(B12R) L2' ..1 L2' J I` 4-0-9 13-10-11 'I`4 -11-4 5-1-8 10-3-0 5-1-8 I 4-11-4 4-11-4 'I` 3-10-11 3-10-11 'I 4-0-9 'I L- 7-11-4 ,I- 20-1-8 J- 7-11-4 ,I k36-0-0 Over 2 Supports >1 R=4816 U=236 W=5.5" R=3103 U=149 W=5.5" Design Crit: I RC2012/TPI-2007(STD) EO PROF' PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 16.01. ► •, r Hd °'� OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (593)357-2118 ewARNINGlea BEAD AND FOLLOW ALL NOTES ON TMs BRAVING,rREF R7175- 1091 - 825 N 4f1t Ave,Cornelius OR 97113 ...IMPORTANT** FlADARNING IMPORTANrem 'FURNISH THIS DARNING TO ALL CONTRACTORS INCLUDING THE(NFD AENs. Irkl TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior / DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 41111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per Bal 12/09/2016 :C DL 7.0 PSF DRW CAUSR7175 16344209 .4 �� 1 sections B3. BT or 610, es applicable. Apply plates to face of for and position as shown above and on i sat Joint Oecell s, unless rotas cable.isA Refer to to eachs 160A-Z trusstanda rd lata positions. I Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/Tpl 1, or for handling, shipping, AN ITW COMPANY Installation 8 bracing of trusses. �, TOT.LD. 42.0 PSF SE N- 84931 A seed on this droving or asset page Meting this drawing, Indicates see pt.no.of professional engineering (js LY 14,1C im SEQN- BevansCtrcle responsibility sanely for ths ding Designer lirniti'S.e.A. d use of this drawing for.,a structure I.the Sega.�a"t OUR.FAC. 1.15 FROM BB respea lbiI Sty of the Build) Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: JREF- 1VING7175Z02 ALPINE:.wwd .elpieitw.cam;TPI:www.tpinat.org;MICA.w .sbcivustry.cam; ICC:nnw.iccsafe.org Renewal 6/30/2018 SPACING 24.0" i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - G) Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 15.00 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, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W8 2x4 HF Std/Stud: wind BC DL=4.2 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.} @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5= T2 3X5= 5X5= I ..� T 1.5X4�� C / '\ ,, N11.5X4 AF 04P, (a) (a)'ik7-11-15 9 W1 . I,,,11�i,0 61-8 ? 0. 0-6-8 9-0-0 3X7= 5X5= 3X7-- 4X5 4X5(B10R)i 4X5(1310R) L2 n.;.1 L2' 5-0-9 9-11-4 4-10-11 4c 5-3-850 -121 5-5'11 8-0- 5-3-15 + 4-10-11 9-1-4 5-0 -9 (_ 9-11-4 _I_ 16-1-8 _I— 9-11-4 J E36-0-0 Over 2 Supports >1 R=1762 U=54 W=5.5" R=1762 U=54 W=5.5" RL=176/-176 Design Crit: 1RC2012/TPI-2007(STD) �Q"��PRp�%s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.ft 0 alt�V EF �'• OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss N4i,Ave,Cf rugs (503)357-2118 eel N; + ISH READ AIM nnss monks o ALL "MIS IICI m DRAWING! INSTALLERS. �1, 83 pE �Q '�TC LL 25.0 PSF REF R7175- 1092 825 N 4 an Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI end NTCA) for safety practices prior DL 10.0 PSF DATE 12/09/16 to perorming these functions. Installers shall providetemporary bracing per BCS1. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/09/2016 DRW CAUSR7175 16344210 ,4 �O`� 1 sections B?, BT or BIO. as applicable. Apply plates to each face of tru and position as show,above and on II J paint Betaila, slaws,eted arwiae. Rafar to drawinaa I�A_Z farae'tandard plate paaitiaaa. BC LL 0.0 PSF CA-ENG PBC/RTT l , Alpine, a y failure of Ibu Building truss nts Group Ir with shall net be roeponsl hie far any ripping, from this OREGON drawing, any failure to build the truss in conformance ANsI/TPI 1, or for handling. shipping, AN ITW COMR4NV instep nation 8 bracing of trusses. vo zo00 Jt TOT.L0. 42.0 PSF SEAN- 84934 A awl an this drawing Cr cover papa listing this drawing. Intl hates aoesptrwe e1 prmfew lwrl engineering 4, 14, ,AP rssponelbllity solely for the design sheen. The mixability ani use this drawing for any structure is the • 8351 RoresponsibilityCircle responsibility of the&sliding Resigner per h i/TP1 1 see.2.susell Tar' DUR.FAC. 1.15 FROM BB Sacramento,CA9582s Far more hu co,:ionTp1 see this je.v general na a page and these sob sites: g Renewal 613012018 SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:sows'.alPineftw.<am; TPI:sow. pinst.org;prCA: ww.sbc l,Muacry.com; ICC:ww.iccaefa.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - G1) 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 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W9 2x4 HF Std/Stud: wind BC DL=4.2 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 1.5X4 HI 5X5= 3X5 3X5 (a) 9-5-15 9 � —I 9 W1 0_6_8 W9 0-6-8 e .. T /7-- $ �62 \ 9-0-0 T 1.5X411) 3X5= 6X8= =3X51.5X4111 5X5(82)= 5X5(62)_ LE2 h E2' I< G-0-9 5-10-11 >k 6-0-12 >I< G-0-12 + 5-10-11 >f< 6-0-9 L 11-11-4 12-1-8 J. 11-11-4 k 36-0-0 Over 2 Supports >1 R=1780 U=50 W=5.5" R=1780 U=50 W=5.5" RL=202/-202 iso PROFS, PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) �C. SS,� FT/RT=2%(0%)/4(0) 16.01.+,e�+ GP11 LSA E_ O OR/—/1/—/—/R/- Scale =.1875"/Ft. _ Ines ComponentsofOregon (503)357-2118 •�MARNINGIaa READ NO FOLIA ALL rums on THIS DoAIu I TC LL 25.0 PSF REF R7175- 1093 825 N 4th Ave,Cornelius OR 97113 ..IINORTANf FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior IL 10.0 PSF DATE 12/09/16 T• to performing these functions. Installers shall providetemporarybracing per SCSI. Unlessnotedotherwise, - top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid cell ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per IICSI (t DRW CAUSR7175 16344211 .4 O`� sections 83, 87 or 810, as applicable. Apply plates to each face of trussLand position as shown above a, on 1L/OJ�20 16 it L J I 7,=-..°:::::..:77.-:::°:::-.:..::10:: M�aln Details, unheaa natetl:the noise. IieFar to drawings,60A-Z latandard phate positions. OREGON BC LL ' Alpi ro, a div:-ion of I7M Buiidirg Component:Group One. -hell not be responsible far any deviatlen from this 0.0 PSF CA—ENG PBC/RTT dnoting, any&allure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMRgNY ins[ellan this A bracing eF true-e-, p 410.14,20 @ TOT.LD. 42.0 PSF SEAN— 84937 A mai on Iris°roving or cover pegs listing this drawing, Indicate*acceptance of prefae*lecal engineering �� t repenslbil lty solely for the design shown. The suitability and One of this drawing for any structure istha a 8351 Roma Circle responsibility or the Building Deelgrlsr per ANSI/TPI T s.e.i. $eIt Tan DUR.FAC. 1.15 FROM BB Sacramento,CA95s2s For more information sae this Job's general rota:page and Chase web sites: SPACING 24.0" JREF— 1VWG7175Z02 rors ALPINE, www.alplltw.cam; TPI: wa .Cpinst.org;MrCA:www.sbclntlustry.cam; ICL:www,iccsaFa.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - G2) Top chord 2x4 HF #2 :T1, T5 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF #2 •W1, W8 2x4 HF Std/Stud: wind BC DL=4.2 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member, design. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7(R) III 5X7(R) III 3X5= 3X5ii N(5Q� 400000/1//1 3X54. (a) (a) e•\ 3X5�� 10-11-15 9 (a) (a) i 9 Ti W1 T5 0-6-8 WS / 0-6-8 I 1,1 1.5X4 III 3X7= 3X7- 3X7= 1.5X4111 4X5(610R)i 4X5(B10R) LE21 X21 7-0-9 '‹ 6-10-11 4-0-12 8—j 8 4-0-12 �c 6-10-11 6-10-11 'l 7-0-9 7-0-9 i_ 13-11-4 _1. 8-1-8 .....j_ 13-11-4 J F 36-0-0 Over 2 Supports { R=1840 W=5.5" R=1840 W=5.5" RL=229/-229 ePROF Design Crit: IRC2012/TPI-2007(STD) O R FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .re i ,{$g N E • . `'0 OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Co .,nnentsofOregon (503)357-2118 a ARNINcl••READ AND FOLIAr ALL Mins ON THIS DRAWING' 825 N 41Ave,Cornelius OR 97113 "IwortTarr FURNISH THIS DRAWING TO L IINSTALLERS.CINNS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF REF R7175— 1094 Trusses require extreme care in fabricating, handling, shipping, foetal ling and bracing. Refer to and follow .12/09/2016 the latest edition of SCSI (Building Component Safety information, by TPI and RICA) for safety practices priorIL 10.0 PSF DATE 12/09/16 to performing these functions.t installers shall provide temporary bracing per SCSI. Unlessnotedetherwi se, — op chord shell have properly attached structural sheathing and bottom chord shall have a properly attached •'C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51DRW CAUSR7175 16344212ctions B]. B7 or 810, as applicable. Apply plate.to each face of tru and position ae shown above and on .4 11 L1]N I ra Che Joint Details. unless.noted otherwise. Refer to drawings 1GOA-Z for standard plate positions. BC LL 0.0 PSF CA—ENG PBC/RTT Alpine, a division of ITS Building Components Group Inc. shall not be responsible Tor any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMP&Nv installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN— 84939 . A peel an this drawing er cover pogo listing this drawing, Indicates aemeptaee of professional engineering siresponsibility solely f r the 4s14i elan. Th.ahltebl l lty and uw of this drawing for any stnataoe 1 tlr ell Tao • DUR.FAC. 1.15 FROM BB a 8351 Rouen Circle re.peneibillty of the Building Designer per ANSI/TPI 1 Sec... Sacramento,CA95s2s Far more Information see this job's general a cathese woo sites, �mga 6302mg $PAC 1 NG 24.0" JREF- 1VWG7175Z02 waw.alpinsitw.com; TPI:waw.tpint.org, NfCA: www. indnatry.com; ICC:www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - G3) Top chord 2x4 HF #2 :T1, T5 2x4 DF-L #2: 120 mph wind, 15.00 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, wind TC DL=4.2 psf, Webs 2x4 HF #2 •W1, W8 2x4 HF Std/Stud: wind BC DL=4.2 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 2411 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. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT ll & Pf=21.17 psf. 5X7(R) 111 5X7(R) III 3X5= " T 3X5 i N 3X5 3X5�i �� (a) (a) • 3X5 10-11-15 9 (a) (a) 9 Ti W1 T5 W8 0-6-8 0-6-8 I I �_ t 111 e 9-0-0 T1.5X4111 3X7= 3X7- 3X7= 1.5X4111 4X5(81 OR)O 4X5(B10R) LE2'.›.1 L2' ..1 L 7-0-9 ).4.‹ 6-10-11 ).1-c--------4-0-12 14-0-12 6-10-11 7-0-9 I� 7-0-9 6-10-11 8-1-8 6-10-11 7-0-9 L 13-11-4 1I, 8-1-8 _1_ 13-11-4 ,1 36-0-0 Over 2 Supports R=1840 U=46 W=5.5" R=1840 U=46 W=5.5" RL=229/-229 PROp Design Crit: 1RC2012/TPI-2007(STD) G��o ,.S SPLT TYP. Wave FT/RT=2%(0%)/4(0) "gr-F0 OR/-/1/-/-/R/-F Scale =.1875"/Ft. Truss Components 503 357-2118 aeWARNINGIas REM AND FOLLOW ALL NOTES ON THIS auNINOI po ( ) aaIMRORTANTem FURNISH THIS NwINO TO ALL C NIRACTORB INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF REF R7175- 1 095 825 N 4th Ave,Cornelius OR 97113 9� Trusses require extrema care In fabricating, handling, nreotlshipping, Installing and bracing. Refer to and follow IL 10.0 PSF DATE 12/09/16 the latest edition of SCSI (Building Component Safety Inforoecion, by TPI and WTCA) for safety practices prior '' to performing these functions. Installersshall providetemporarybracing per SCSI. Unlessnotedotherwise, Odilibq cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF rigid cell ing. Locations shown far permanent lateral restraint of webs shall he bracing installed per SCSI DRW CAUSR7175 16344213 ��0�� I sections 83. B7 or B10, as applicable. Apply plates to each face of trussrand position as shown above and on 12/09/20 16 I ' the Joint oataila, unless natal otherwise. Hafer to drewinge 160A-z forsnarl plata positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of nu Bul he t uss Inecon Group Inc. shell not Do responsible for ens tlppiation from this drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, 11/0.14,20 t® TOT.LD. 42.0 PSF SEQN- 84942 AN RTW COMPANY installation a brat mg of trusses. 1, A owl on this m milady or the gn non. this tlrrwiro. Indio..d.tw wwpt.dr ofi pg for.a structure engineering I ro 8se11 Tali S. DUR.FAC. 1.15 FROM BB A.5.1 w1alY far the design.Howl. lbe wlttll i lry and u.e of th l•tlrwlro for any atr Y o Is W a 8351 Rovana Circle reepwsibinry of the Building Designer per ANSI/TPI I Soo.t. Sacramento,CA 95828 For more Information see thea Job's general notes page and these web sites: SPACING 24.0" JREF- 1VWG7175Z02 w ALPINE:w ,alpineitw,com; TPI:www.tpinst.org;MICA.wew.sbclndustry.com; ICC:www,iccsafe.org Renewal� 20� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - G4) Top chord 2x4 HF #2 :T1, T5 2x4 DF-L #2: 120 mph wind, 15.00 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, wind TC DL=4.2 psf, Webs 2x4 HF #2 •W1, W8 2x4 HF Std/Stud: wind BC DL=4.2 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301,5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7(R) III 5X7(R) III 3X5= . T 3X5�i N�Q3X5"Vil .! ( ) (a) ,\3X5 a 10-11-15 (a) (a) 9W8T5 0-6-8 0-6-8- IT III 3X7= 9-0-0 3X7- 3X77=-- 4X5 X7=Ill mail fi 1.5X4111 4X5(B1OR)i 4X5(B1OR) 12' .J 1.=2. .1 7-0-9 1 6-10-11 4-0-12 8-1-8 4-0-12 ),I< 6-10-11 6-10-11 T 7-0-9 7-0-9 I 13-11-4 I 8-1-8 I 13-11-4 36-0-0 Over 2 Supports R=1840 U=46 W=5.5" R=1840 U=46 W=5.5" RL=229/-229 �f.p PROF, Design Crit: IRC2012/TPI-2007(STD) 0S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'8 $ ,a SN EE S“O OR/-/1/-/-/R/- Scale =.1875“/Ft. Truss Components ofOre on 1503)357-2118 ••WARNIMO I••READ AND FOLLOW ALL NOTES ON THIS DRAPING! o Z 825 N 4th Ave,Cornelius OR 97113 ••I�ORTANT” FURNISH THIS DRAVINS TO"u CONTRACTORS INCLUDING THE INSTALLERS. A 83294PE y TC LL 25.0 PSF REF R7175- 1096 Trusses require extreme tare in fabricating, handling, shipping, Installing end bracing. Refer to and follow DL 1 0.0 PSF DATE 12/09/16 the latest edition of BCSI (Building Component Safety Information, by TPI end pe N7CA) for safety practices prior A to performing these functions. tInstallers shall providestsmporary bracing per SCSIs Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint nt of webs shall h bracing installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 16344214 ,4 n �Ol� , section 83, 87 or B10, as applicable. Apply plates to each face of end position as shown above and on 12/09/2016 II J the Joint Details, unless noted otherwise. Refer to drawings,BOA_Zrorastandard lata positions. BC LL 0.0 PSF CA—ENG PBC/RTT I Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to folia the truss In conformance with ANSI/TPI 1, or for handling, shipping, 441'14,2°6 . EY qpd° C TOT.LD. 42.0 PSF SEM- 84945 AN ITW COMPANY installation A bracing or trusses. A.eel en this drawing Cr ewer pegs lifting this chairing, indicates.oept.lee of prof wl.mel engineering �/ 14• �� the • 8351 Rovana Circle responsresponsibility arlethe Building DD...�gner�ANSIsuitability WI I See i end""of tells ar..InN for.1.,structure 1.CI,. age!'Tar' CUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this fob's general notes page and these web sites: ALPINE:wew,alpineitw.com: TPI:wwl,tpinst_org;NTCA: www.sbcindustry,con; ICC:www.iccsafe.org Renewal 6130/2016 SPACING 24.0" J REF- 1 VWG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - H) Top chord 2x4 DF-L #2 :T2, T3 2x4 HF #2: (0*) 1 plate(s) require special positioning. Refer to scaled plate plot :T4 2x10 DF-L #2: details for special positioning requirements. Bot chord 2x12 DF-L #1&Bet. :B2 2x4 HF #2: :B3 2x12 DF-L #2: Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located :08 2x4 DF-L Std/Stud: within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on NWFRS with additional C&C member Calculated horizontal deflection is 0.15" due to live load and 0.20" due design. to dead load. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Attic room loading from 11-7-8 to 24-8-4: Live Load: 40 PSF. Dead Load: 10 PSF Ceiling: 7 PSF, Kneewalls: 2 PSF Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD 5X7—= 1.5X4111 SSO612 ** No SIZE SHIFT BITE 13 ( )o [ 3] W3X7 S 4.25 7] H0312 S 1.25 8s11.,1,. _— -/- [ [ 8] W3X5 S 1.25 T2 �w =- 3X5 [ 9] W4X12 S 8.50 [23] W4X5 3.25 L 2.25 9 62 3X3= HO619= T4 3X5[8] 3X12111 3X5 II 8-6-0 4X12(R)4 10-11-15 ., 7 9 6X6(R) 2-3-5 de 13-0-12 ��— ' 0-6-8 I 1I o H0312[7]= 9-0-0 3X7[3] III 4X12[9] Ill 1012= 83 4X5[23]- T 5X5(A8R)7:-.--- 12 ...j:) 2� 5-9-12 4c 5-9-12 5-9-12 4-0-12 ,I_ 4 0-12 13-2-8� 5-1-0 4�-11-OJ_8-10 411-4 c 11-7-8 8-1-8 I_ 13-11-4 11-7-8 x 4-0-12 -T 4-10-4 T 13-1-12 Ec 33-8-4 Over 2 Supports R=2290 U=32 R=2557 U=44 W=5.5" RL=191/-184 FLED PROFF PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: IRC2012/TPI-2007(STD) 3 Wave FT/RT=2%(0%)/4(0) 16.01.0' • 4.3SN F s-• OR/-/1/-/-/R/- Scale =,1875"/Ft. _ Truss ComponentsofOregon ((503)357-2118 **WARNINGI**READ WIFOLLDw ALL NOTES ON 1NIS DRAVIIMI 4 _ 825 N4thAve,Cornelius OR 97113 "ur aRTAx ' FURNISH This DRAWING TO ALL COMMACTDRS INCLUDING THE Ilanu.LERS. it .0.--- 83294PE IA TC LL 25.0 PSF REF R7175- 1097 Trusses require extrema care in fabricating. handling, shipping, installing and bracing. Refer to and follow iL the latest edition of BCSI (Building Component Safety Information. by TPI and RICA) for safety practices prior ./ DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide terporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations mown for permanent lateral restr int of webs shall have bracing installed SCSI ,G( � 1 sections 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 12/09/2016 ,4 DL 7.0 PSF DRW CAUSR7175 16344215 p I the Joint Details, unless noted otherwise, Rater to dreeinga 160A-z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I drawing, a any tenor of Ibu Building truss necon group Inc.Irci shell not m rorpfor has for any gipping, from this drawing, failure to build the in conformance with ANSI/TPI 1, or for handling, shipping, AN Irweonnranrvv Installation i bracing or trusses. "Ri aPi. TOT.LD. 42.0 PSF SEQN- 84957 . A seal on this droning x coyer peba listing thin droving, indicates•aeaptaas of professional engineering 4 tY 14,10 lmepe.loll lq solely Ilan t.d.el ph sheen. Th•suitability end use of this Crewing for any structure 1•to e t 8351 Rovana Circle responsibility or t.Building Designer perANGI/,PI,sap,:. •eI j Tan • OUR.FAC. 1.15 FROM BB saCialnenro,eA vsBZR For more inforte.co i TPI see this et.n general notes page and times;web eitea: SPACING 24.0" J REF- 1 VWG7 1 75Z02 ALPINE:www.elpineitw.<om; TPI:www.tpinst.arg;gTLA: www.sbcineustry.cos; ICC:ww.iccsefe.org Renewal Biaa2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - DG) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: Special loads :T3 2x4 HF #1&Bet.: (Lumber Dur.Fac.=1,15 / Plate Dur.Fac.=1.15) Bot chord 2x6 DF-L SS :B2 2x6 HF SS: TC- From 75 plf at -2.00 to 75 plf at 7.94 Webs 2x4 HF Std/Stud :W3 2x4 HF #2: TC- From 38 plf at 7.94 to 38 plf at 15.06 TC- From 75 plf at 15.06 to 75 plf at 25.00 120 mph wind, 17.77 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 5 plf at -2.00 to 5 plf at 0.00 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 7 plf at 0.00 to 7 plf at 23.00 wind BC DL=4.2 psf. BC- From 5 plf at 23.00 to 5 plf at 25.00 TC- 819.32 lb Conc. Load at 7.89,15.11 Wind loads and reactions based on MWFRS. BC- 117.18 lb Conc. Load at 2.00,21.00 BC- 119.42 lb Conc. Load at 4.00,19.00 (a) Continuous lateral restraint equally spaced on member. BC- 331.39 lb Conc. Load at 8.00,10.00,11.00,13.00 15.00 In lieu of structural panels use purlins to brace all flat TC ! 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W4X5 3.00 R 2.50 5X7'-'=- T2 5X5--- [17] X5=[17] W4X8 S 2.25 E T T3 1.5X4 (a) 1.5X4 W36-5-15 9 F- 7 9 0-6-8 5X7(810R)0 0-6-8 Li i15-0-0 4X5[7]= 5X7= B2 -, /";14X8(83)= 4X8[17] L2' >i Lc2, 1..c4-0-9 _1_ 3-10-11 ,I,,r 7-1-8 3-10-11 _i_ 4-0-9 7-11-4 7-1-8 �I` 7-11-4 L- 7-11-4 ,I. 7-1-8 „I- 7-11-4 J ac 23-0-0 Over 2 Supports R=2861 U=218 W=5.5" R=2847 U=216 W=5.5" �Eo PROFF Design Crit: IRC2012/TPI-2007(STD) fG S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0* • 4,OW F� `sip OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Coli„nerds of Oregon (503)357-1118 '•WARNIN61«READ AIM FOLLOW ALL NOTES ON THIS DRONING! 4 REF R7175- 1098 825 N 4 it Ave,Cornelius OR 97113 "I FAS'• FURNISH nos owns TO ALL awnwcron muslin THE INSTAuEns. ie ,..„,..- the 83294PE y TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow i(e the latest edition of SCSI (Building Component Safety Information, by TPI and CA) for safety practices prior /' DL 10.0 PSF DATE 12/09/16 to performing these remotions.tInstallers shall provides temporary bracing per Beeler Unlessnotedotherwise, top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs shell have b acing installed BCSI .4 -L���N 1 sections B], BT or 010, as applicable. Apply plates to each face of trussand paeltlon es shown above and on 12/09/2016 =C DL 7.0 PSF DRW CAUSR7175 16344216 r the Joint Betalls, unless este,,dtlerw�aa. Refer to drawings 1BUA_z fortendard plate positlo„s. BC LL 0.0 PSF CA-ENG PBC/RTT 1 rapine, a y failure of Ibu Bulldl g truss inacon Orman Inc, shall nbt or farihan far any tlppiatidn from this OREGON drawl, any failure to build truss in conformance with ANbl/TPl t, or far handling, shipping, �I{ AN irw COMPANY Inatal lotion i bracing of Severtrusses. It i'ti�y 74 asap / TOT.LD. 42.0 PSF SEAN- 84960 • A eeel on this drwlng or cover pops listing this droning, Indicates iaeipisnds of proMslensl engineering 4' TI responsibility solely for Me doeign'boon. ne suitability and use of this drawing for�,structure le the responsibility of the Building eon•ran� DUR.FAC. 1.15 FROM BB • 8351 Boyars Cycle Beeiyer per ANBI/nm1 1 See.z. Sacxamento,CA95828 For more Information see this Job's general notes page and these web alta.: JREF- 1VWG7175Z02 ALPINE:waw.elpireitw.com; TPI:www.tpinst.org;NTCA:eww.sbcineustry.com; ICC: www.icesafe.org Renewal 6/3912018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - D2) Top chord 2x4 HF #2 120 mph wind, 18.52 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, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: wind BC DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. design. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X5= 11111111111111111 � T41111 1.5X4 111111i1.5X4 7-11-15 0-6-8 _ 0-6-8 NN 15-0-0 _L T 3X5= T 4X5(82) 3X7= 3X5= 4X5(B2) Lc2' >I (E 21 ›,.I k 5-0-9 _I_ 9-11-4 4-10-11 3-1-8 3-1-8 >I< 4-10-11 I 9-11-4 5-0-9 L- 9-11-4 j_ 3-1-8 ,L, 9-11-4 J 1 23-0-0 Over 2 Supports >1 R=1234 U=35 W=5.5" R=1234 U=35 W=5.5" RL=179/-179 Design Crit: IRC2012/TPI-2007(STD) #e°PROFN PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'4 11 d4 '0 9: OR/—/1/—/—/R/— Scale =.25"/Ft. TrussComponentsofOregon (503)357-2118 a"WARNINGIea READ AND FOLLOW ALL was ON nus DRAWING! 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT*. FURNISH THIS BRINING TO ALL COMPACTORS INCUIBING E INSTALLERS. TM83204PE TC LL 25.0 PSF REF R7175- 1099 Trusses require extreme care In fabricating, handling, snipping, installing and bracing. Refer to and follow 1,rr,�„- DL 10.0 PSF DATE 12/09/16 the latest edition of BCSI (Building Ceapcnent Safety Information, by TPI and RICA) for safety practices prior iw to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have propealy-^attached structural sheathing and bottom chord shall a 014166, a properly attached :C DL 7.0 PSF DRW CAUSR7175 16344217 rigid tel Locations for permanent s lateral r of webs shall hays bracing Installed per BCSI 12/09/20 16 ,4 �� ' sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 7p;::—.°:::1::::77.17::::""""' Refer to dra»Ings,BgAZ Tar tawdard plan positions. OREGON BC LL 0.0 PSF CA—ENG PBC/RTT I yfailure aiur Components Group Inc.shell not ba respond handling,for any deviation from this drawing, any fabraci to build the truss in cenfermance with ANSI/TPI 1, or for handling, shiPPirg, vu p C TOT.LD. 42.0 PSF SEQN— 84964 AN ITW COMPANY installation A bracing of trusses. �G LY 0 A seal an this drwing or cover page fleeing this drawing. Indloatee ooe.pc.nes of prefseslenal engineering 14,Z �� r.apun.lbility solely,far the design shown. The suitability and in.of this drawing for.In seder ire I.the U1 Tar,. DUR.FAC. 1 15 FROM BB • 8351 Revere Circle r.q.l.lbl f ity of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this Joe general notes page and these web sites: ALPINE:www.alpineit,.com, TPI:wwe.tpinst.org; !MA:w.w.sbcinduatry.com, ICC:wew.iccaefe.org Renewal 613012018 SPACING 24.0" J REF- 1 VWG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - D3) Top chord 2x4 HF #2 (0*) 1 plate(s) require special positioning. Refer to scaled plate plot Bot chord 2x4 HF #2 details for special positioning requirements. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: :W4 2x4 DF-L #2: 120 mph wind, 19.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Calculated horizontal deflection is 0.26" due to live load and 0.29" due within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, to dead load. wind BC DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. - Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC ® 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase factor applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, JT PLATE LATERAL CHORD Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE 4X5(R) III [ 6] W6X8 S 1.25 [ 7] W5X5 S 1.50 [10] W4X8 S 1.25 i[14] W4X8 1.25 R 1,50 19 4X12a 4X8[10] 1.5X4 III 6x8[6] Ili' 1��� T Amin r_i 1�1 •i -9 440_19-1-14 1-5/-9 -5 9-2-0 H0514(**)=— 4X8[14]= 1.5X4 III 4 Ali5= lilir W " 4 4-1-14 0-6-8 = av D-D 1 3X5 62) 1.5X4 III 5X5(R)[7] III lac 5-3-11 5-3-11 -4-514-11-12 'i.c 4-4-8 3-1-04 11-6-0 ,I, 4-6-4 ,I. 2-11-4 6-8-0 -I` 12-3-8 18-11-8 Over 2 Supports R=878 U=37 W=5.5" R=853 U=74 W=5.5" RL=121/-88 Design Crit: IRC2012/TPI-2007(STD) 0`. FRt�FFS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.,1 * (1A4Lr�A`s/el OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Col lAve,Cf elius (503)357-5118 *wlramwTee. FURNISH THHn�SniING TSD ALL CONTRACTORS THIS THE INSTALLERS, "T TC LL 25.0 PSF CI 825N411 Ave,ComehusoR97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 832,�4PE ;,� REF R7175— 1100 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior " DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed Bal :C DL 7.0 PSF ,4 �0�� n sections B3. B7 or 810. as applicable, Apply plates to each faceortruss and position as shown above and on 12/09/2016 DRW CAUSR7175 16344218 the Joint Details, unless noted ong Components Refer to drawings 160A_2 for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this OREGON drawing, any 8bracfailure to build to truce,;n conformance with ANSI/TPI 1, or for handling. shipping, ,Z �, C TOT.LD. 42.0 PSF SEQN- 84980 AN ITW COMPANY Instal lotion 8 bracing of trusses. A seal en this drawing or sever peg.listing this dr..lriN, helmets aae.ptwse or professional engineering �t LY 14.18 i� responsibility solely far the Seelig,shown. The suitability end sae or tile Crewing far any sentare 1.the *sell Tan DUR.FAC. 1.15 FROM BB 8351 Aovem Circle responsibility of the Building Weisner per ANSI/Tel 1 S.e.2. • Sacramento,CA 95828 For more information see this Jobs general.,Dies page and these web sties: SPACING 24.0" JREF- 1VWG7175ZO2 ALPINE:www.alPineitw.com; TPI: wwwbw .tpinst.org; NrCA: w .scindustry.com; ICC:ww.lccsafe.org Rommel 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph wind, 21.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W5 2x4 HF #2: DL=4.2 psf. Calculated horizontal deflection is 0.37" due to live load and 0.49" due Wind loads and reactions based on MWFRS with additional C&C member to dead load. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load In lieu of structural panels use purlins to brace all flat TC @ 24" applied per IRC-12 section 301.5. OC. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Deflection meets L/360 live and L/240 total load. Creep increase Ce=1.10, CAT II & Pf=21.17 psf. factor for dead load is 1.50. End verticals not exposed to wind pressure. 4X5--- JT PLATE LATERAL CHORD �, 9 No SIZE SHIFT BITE [ 5] W3X5 S 1.25 9 4X8 [ 8] W3X5 S 3.00 3X5-.. . [13] W3X7 1.50 R 1.25 416111101111111111111111111111,111 [21] W1.5X4 S 2.25 3X5�i 2-11-9 3X5[5]#,■ in_ ii__ 9-2-0 3X3(R) 111111115 ,"•, X3X7[13]= 3X5= - --19-1-14 1,5X4[21] III 4-1-14 3-2-9 d AI S _15-0-0 1.5X4 pl 3X5= 3X5[8] III 61-8-15 1-2-9 4-11-12 2-674 :1_ 4-11-4 1-8-15-11-4-5—I 4-10-0 '1 2-4-8 I 5-1-0 y t 7-11-4 J. 2-6-4 ,I, 4-11-4 3-1-4 ' I 12-3-8 ›.• < 15-4-12 Over 2 Supports R=693 U=24 W=5.5" R=685 U=89 W=5.5" RL=88/-55 REO PRQp Design Crit: IRC2012/TPI-2007(STD) 4' S's PLT TYP. Wave FT/RT=296(0%)/4 0) 16.01.�,/d-0 Lj �Q OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Co i IlnentsofOregon (503)357-2118 •wwBIINGI"•READ AID FOLLOW ALL NOTES ON THIS DRAWING! 825 N 41i Ave,Cornelius OR 97113 ...MONTANE.. FAMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE HernuIERS, fes/ TC LL 25.0 PSF REF R7175- 1101 Trusses require extrema care in fabricating, handling, shipping, Installing and bracing. Refer to end follow ,0/r . 11121 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior C IL 10.0 PSF DATE 12/09/16 to performing these`functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached tached structural sheathing and bottom chord shall have a properly attached /� C DL 7.0 PSF rigid ceiling. Locations ns shown for permanent lateral restraint of webs shall have bracing installed per BCCI 12/09/2016 DRW CAUSR7175 16344219 " sections 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on All O,�^ I ` , he paint Betella, nnl.ea noted at„erwlse. Refer td 77:::.:60A:%:-:.--:::1-,-.7.7::::;.,, rewgs,BOA_%far standard plate pasltionn, OREGON C LL 0.0 PSF CA-ENG PBC/RTT /moi II iJ ' v I AlPina, a tllvlslon of ITN Building Caeporents Group Irc,shall no! esponsible for anY deviation from this /�./ (/�- dnswing, any failure go build the truss In conformance with ANSI/TPI ,, or for handling. shipping. I V41/.�4,200 `e, TOT.LD. 42.0 PSF SEQN- 84983 AN ITPCOMR4NY instalrg, any S bracing of trusses. 4 ` . A seal on this droving of cover page listing this drawing. Irole ta..so.pt.na.of prefewlenel engineering reepmrlbil lty solely for the design elan. The Suitability end use of this drawing for elm structure Is the 0e a.Tar OUR.FAC. 1.15 FROM BB • 8351 Rovana Circle respenelbl l lty of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 Far more information see this Job's general notes page and these web sites: Renewal 8/30/2048 SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:www.alpineicw.com; TPI:www.tpinst.org; NTCA:www, industry.com; ICC:www.iccsare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - El) Top chord 2x4 HF SS :T2 2x4 DF-L 2400f-2.OE: 120 mph wind, 21.19 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4 2x4 HF #1&Bet.: wind BC DL=4.2 psf. :W7 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member End verticals not exposed to wind pressure, design. Calculated horizontal deflection is 0.39" due to live load and 0.45" due In lieu of structural panels use purlins to brace all flat IC w 24" OC. to dead load. Deflection meets 1/360 live and 1/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load for dead load is 1.50. applied per IRC-12 section 301.5, Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 3X7[10] [10] W3X7 S 1.25 T2 3X5 [11] W3X7 S 1.25 [14] W1.5X4 S 2.25 9 r-- liMilillinilliiMIMilirill 4-5-9 3X54% 1.1111 3X5= �AIII IIIH [ 4_19-1-14 / 9-2-0 3X5//iii 4X8= 3X7[11]= 1.5X4[14] Ili 1 4-1-14 3-2-9 gummillImills1111 4_15-0-0 i i 1.5X4111 3X3= 1-11-4 J1-o-a 4-4-3 8-1-1 3-1-4 4-2-7 >.I� 8-1-1 e 7-11-4 J, 7-5-8 3-1-4 T 12-3-8 < 15-4-12 Over 2 Supports R=685 R=685 U=74 W=5.5" RL=72/-33 CEO PROFS Design Crit: IRC2012/TPI-2007(STD) . S'S+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..!°-0 N.q. �0 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofOre on 503)357-2118 •* WIMGIea READ AND FOLLOW ALL NOTES ON THIS ImAMINCI 825 N 4th Ave,Comel,us o) 97113 ”I T a' FURNISHTM" DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, I W83294PE TC LL 25.0 PSF REF R7175— 1102 Trusses require extreme are In fabricating, handling, shipping. Installing and bracing. Refer to end follow ai c the latest edition of 8CSi (Building Component Safety information. by TPI and'/TCAfor safety practices prior �'- C IL 10.0 PSF DATE 12/09/16 these performing functions. Installers shall providetemporary bracing per SCSI. Unlessnoted otherwise. cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 16344220 idillibk rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 12/09/20 16 sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o n Lj N 1 . Heine gataita. -oleo,neted as9 rwlae. Refer to drawh,ge,BOA_Z far standard plat=pea bene. OREGON :C LL 0.0 PSF CA—ENG PBC/RTT �=1 I�—T Alpine, a y failure of Ibu Buildl g truss c a conformance Inc. shell mt be responsible£or a ry ippiatlon from drawing, any failure to build the truss in conformance wIN ANSI/TPI 1, or far handling, shipping. 10 ‹,..;:11::::,,e TOT.LD. 42.0 PSF SEQN— 84978 AN ITW COMPANY instal lecion 6 bracing of trusses. . A mei on this drwing or sever p.g.listing this drawing, Indicates acceptance of preM.lbrrl engineering r.pwwibility welly for the deelm shown. The eultablIlly ane ma.or this drawing Tor any structure is the DUR.FAC. 1.15 FROM BB • 8351 Rovata Circle responsibility or the Building Designer per ANSI/TPI t Sec.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web altos: Renewal 8/30/2016 SPAC I NG 24.0" JREF- 1VWG7175Z02 ALPINE:www.alpineitw.com: TPI: www.tainst.org;MTCA:www.sbcindustry.com: ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - E2) Top chord 2x4 HF SS :T2 2x4 HF #2: 120 mph wind, 21.74 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4 2x4 HF #1&Bet,: wind BC DL=4.2 psf. :W8 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member End verticals not exposed to wind pressure, design. Calculated horizontal deflection is 0.46" due to live load and 0.54" due (a) Continuous lateral restraint equally spaced on member. to dead load. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301,5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT - PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W4X5 S 1.50 4X5-me T2 1.5X4 III cOMMEMIMMEEMMIMMMENT „II\41411‘ 9 7 4X5(R)[9]\\� 5-11-9 2X4 III 3X5=— 10-3-5 P.=911 19-1-14 3X5(R) III 6X8= 3X5= 3X5 R III A 1111111116 4-1-14 3-2-9 *15-0-0 1.5X4 III 3X3= 11-41 ,0-4 3-1-14 _I 3-3-10 5-11-12 I 3-1-4 6-2-0 6-1-8 9-5-0 ,I_ 5-11-12 3-1-4 'I` 12-3-8 15-4-12 Over 2 Supports R=685 R=685 U=75 W=5.5" RL=85/-39 REO PROpS Design Crit: 1RC2012/TPI-2007(STD) SS PLT TYP. Wave FT/RT=2% O% /4 0 16.01 ,�� ( ) ( ) F� OZ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357- 118 "MARNINGI"READ NO FOLLOW ALL WES ON THls DRAWING! 4 TC LL 25.0 PSF 825 N4 Ave,ComehusOR 97113 r'I�ORTNIP' FURNISH THIS DRAWING TO AUL CONTRACTORS INCLUDING THE INSTALLERS. 63294PE REF R7175— 1103 Trusses require extreme ems cere In fabricating, handling, shipping, Installing and bracing. Refer to and follow 14- the latest edition ofncSi (Building Component Safety Information, by TPI and MICA) for safety practices prior(Build ,,m0°.' C IL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 16344221 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 12/09/2016 ,4 _1- 1-3{1v. sections 83, 87 or B10, as applicable. Apply plates to each face of trussand position as shown above and on I the Joint Details. unless noted otherwise. Refer to drawings 160A_Z for standard plata positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITR Building Components Group Inc.shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI ,, or for handling. shipping, 1%1 4 44y14,204 �m TOT.LD. 42.0 PSF SEQN— 84986 AN ITW COMPANY Installation a bracing of trusses. . A awl w this drawing Sr ewer page listing this droving, Indicates acceptance of pr.f.wi.nal engineering S _ rswpareml l lty solely for[In assign.roan. The suitabi I ley and we of Oils drawing for aro structure 1s the $ell Tao DUR.FAC. 1.15 FROM BB 8351 RovanaCircle responsibility of the Building Designer Sec. 2. per ANSI/TPI 1 e2. Sacramento,CA 95828 For more information see this fob's general notes page and these web sites: Renewa16/30/2018 ALPINE:www.alpincitw.com; TPI:ww.tpinst.org;MICA: www.sbcnndustry.com; ICC:www.iccsafe.org SPACING 24.0" J REF- 1 VWG7 1 75202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - E3) Top chord 2x4 HF SS :T2 2x4 HF #2: 120 mph wind, 22.49 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4, W8 2x4 HF #2: wind BC DL=4.2 psf. End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.51" due to live load and 0.60" due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of Truss designed for unbalanced snow toad based on Pg=25.00 psf, trusses. See "WARNING" note below. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W5X5 S 1.25 4X5= T2 1.5X4111 1:1711 7 7 5X5[9] # 7-5-9 9A:-11111111111111116L 1- 2X4 III 3X5--- 41 X5= 11-9-5 ki\11 3X5(R) III r = ���� 19-1-14 f � ' 6X10= 3X5= 3X5 R III Id 3-2-9 4-1-14 L + 15-0-0 1 L 1.5X4 III 3X3= 1-11-4-0-4 4-3-10 4-1-14 _ 3-11-12 3-1-4 8-2-0 4-1-8 11-5-0 _L3-11-12' 3-1-4�' 12-3-8 15-4-12 Over 2 Supports R=685 R=685 U=75 W=5,5" RL=105/-47 ED PROF Design Crit: IRC2012/TPI-2007(STD) 4" FSS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .eVw ,GAN F. "O OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Co. hanentsofOre on (503)357-1118 „I NUS READ am FOLLOW INCLUDING THE Ilasrd��eus jV 83294PE411 TC LL 25.0 PSF 825N411Ave,ComeliusOR97113 REF R7175— 1104 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow IC the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �' IL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly ng and botattached structural sheathitom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shell have bracing Installed per BCSI 12/09/2016 :C DL 7.0 PSF DRW CAUSR7175 16344222 actions 83, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown a (I Ol�^ I I I I tabove and on he Joint Details, unless noted otherwise, Refer to drawings 1B"A_Z for standard plate positions. OREGON BC LL 0.0 PSF CA—ENG PBC/PTT �=1 Il-1J� ' V Alpine, a division of ITM Building Con,onents Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. G "tits 14,sod' ter TOT.LD. 42.0 PSF SEQN— 84989 A rl on sills drawing Cr cover page listing this drawing, Indicates smgl:.nes Cl'professional engineering responsibi f 8351 Rovana Circle responsibility of stn`Building for she design �PlSIThesuitability TPI 1 Sec i cod"w of n'Is drwln°r any Structure 1.she �$e'l T'an•, DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: Renewal 8/3012018 SPACING 24.0" JREF— 1VWG7175Z02 ALPINE,www.alpineltw.com: TPI:www.tpinst.org;WTCA: mmw.sbcindustry.coa; ICC:waw.iccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - E4) Top chord 2x4 HF SS :T2 2x4 HF #2: 120 mph wind, 22.32 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4 2x4 HF #1&Bet.: wind BC DL=4.2 psf. Calculated horizontal deflection is 0.49" due to live load and 0.57" due Wind loads and reactions based on MWFRS with additional C&C member to dead load. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, WARNING: Furnish a copy of this DWG to the installation contractor. Ce=1.10, CAT II & Pf=21.17 psf. Special care must be taken during handling, shipping and installation End = of trusses. See "WARNING" note below. verticals not exposed to wind pressure. JT PLATE LATERAL CHORD -' T2 T No SIZE SHIFT BITE — 9 [ 9] W5X5 S 1.25 5X5[9] 3X5 A y\ T 9 � 11-5-0 2X4 III 3-11-0 3X5= 3X5(R) III wanmli19-1-14 L nil 6X10= 3X7— 1. X4111 3-2-9 IL 4-1-14 �� 15-0-0 — i 1.5X4 111 3X3= j0-4 4-0-12 3-11-0 4-5-8 I- 11-�_ 3-1-4 I __I__7-10-0 �` 4-5-8 10-11-4 ,I— 4-5-8 3-1-4 12-3-8 ' < 15-4-12 Over 2 Supports R=685 R=685 U=2 W=5.5" RL=119/-86 �p PROs Design Crit: IRC2012/TPI-2007(STD) FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0efq ArkC53 N F'. 'p OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-1118 e' nNGiee READ lira Faun ALL IMES BN THIS DRAWING! v 6(j 825 N 4 ...Immure Ave,Cornelius OR 97113 t..Im ree FURNISH THIN DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Irb 5 TC LL 25.0 PSF REF R7175- 1105 Trusses require extreme care in fabricating, handling, shipping, Insnd installing and bracing. Refer to afollow it the latest edition of BCBI (Building Component safety Information,by TPI and RSCA) for safety practices prior �''�� IlL 10.0 PSF DATE 12/09/16 to performing theafunctions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, . top chord shall have e property attached tached structural sheathing and bottom Chord shall have a properly attached rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per BCBI 12/09/2016 :C DL 7.0 PSF DRW CAusR7175 16344223 nJ�� sections Ba. BT or 810unless as applicable. Apply plates to each face of trussand position as shown above and on I� I theJoint Details, unbar Builotedding Components Refer t° Inc. she 160A_2 far standard ploee positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITS Bul lding Components Group Inc. shall not be responsible for any tleviatlon from this drawing, any Sifairace go build ser truss aanfarmence with ANSI TPI 1, or for handling, shipping, od' C TOT.LD. 42.0 PSF SUM- 84991 AN ITW COMQ4NY Instal ration&bracing or trusses. 1` C)'14,1 Q,I A rl on this drawing or cover page fistioften. this drawing, I endue.acceptance of gffor•any sl enguct re is t 8e�►11 Tao t OUR.FAC. 1,15 FROM BB responsibility solely for din r ger The suitability end to of this drawing for any structure 1•w r 8351 Rovana Circle ro•pen•Iblilty of the Building Designer par ANSI/IPI t S•e.x. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE:www.elpirpitw.cam; TPI: w .tpinst.org;WrCA:ww .sbclnduatry.com; ICC:wwr.iccsafa.org Renewal Beaa20/8 SPACING 24.0" J REF- 1 VWG7 1 75Z02 w +r • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - F2) Bot chord 2X4 HF #2 2 COMPLETE TRUSSES REQU I RED ' 2 Webs 2x4 HF Std/Stud :W4, W5, W6, W10 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :W7 2x4 DF-L Std/Stud: Top Chord: 1 Row *12.00" o.c. Bot Chord: 1 Row *12.00" o.c. 120 mph wind, 18.23 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs : 1 Row * 4" o.c. within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC 01=4.2 psf, Use equal spacing between rows and stagger nails wind BC DL=4.2 psf, in each row to avoid splitting. Wind loads and reactions based on MWFRS with additional C&C member Right end vertical not exposed to wind pressure. design. Calculated horizontal deflection is 0.33" due to live load and 0.42" due (a) Continuous lateral restraint equally spaced on member. to dead load. In lieu of structural panels use purlins to brace all flat TC * 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and 1/240 total load. Creep increase factor applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, 4X5= 4X5EE Ce=1.10, CAT II & Pf=21.17 psf. — JT PLATE LATERAL CHORD 411111 Ill 11111111 � T No SIZE SHIFT BITE 9] :=1 2.50 L 1.25 11] 4X8 4.50 L 1.25 4X8[11] 3X3(R) 111 12] W4X5 S 1,50 [13] W4X5 S 1,25 9 W10 3-11-0 4X8[9]//i 1� „1.,,,...1.,.... ....AINT�g4:1) 19-1-14 3XSi :: " 4X5[13]= 3X7=.e.5x4 1338 :11 8-1-14 i 1-2-0 A _. __ 11-0-0 � 3X3(R) III 3X7= 4X5(R)(12] III 1.5X4 III k 5-7-0 I . 4-2-11 ›I c2�j 5-1-12 Iar 5-8-0 1-7-8 9-9-11 h a_ 4-10-4 5-11-8t. L 16-2-0_ _ ,1_ 5-8-0 ..j d I` 9-9-11 { a 12-3-8 'i E< 23-5-8 Over 2 Supports R=1044 W=5.5" R=1044 U=115 W=5.5" RL=209/-83 pet)PROp� Design Crit: IRC2012/TPI-2007(STD) ff. SS PLT TYP. Wave FT/RT=296(0%)/4(0) 16.O1.$ew .G9�'1Fi. spy OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon ((503`(357-.118 eeWAWIINCIee READ AND FOLLOW ALL wins ON THIS DRAIHNGI 83294PE R TC LL 25.0 PSF 825 N4�AVe,COmellusOR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL eormacrims INCLUDING THE INSTALLERS. - iii REF R7175- 1106 thenusses latestredition extreme care in fabricating, Safety�Infa Information, by-FPIing and and WTCA)rfor"safety practices. Refer to and prior �. IL 10.0 PSF DATE 12/09/16 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, - to chord shall have properly attached stn tural sheathing and bottom chord shall have a Properly attached :C DL 7.0 PSF ,04168 111711 rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed par BCS) 12/09/2016 DRW CAUSR7175 16344224 1' LO'�N . sections 83, B]or 810, as applicable. Apply plates to each face of trussand position as shown above and on 5 :r tm tlrawings,BOA_z farta Wartl Plata poeitians. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a divlslon of ITW Builtling C0-7,.M.s Group Inc.shall not be responsible for arty deviation from this h drawing, any failure to build the truss In conformance with ANSI RPI ,, or for handling, shipping, `_ Wcr 14,sod' 4,0 TOT.LD. 42.0 PSF SEQN- 84998 AN ITW COMPANY installation any a bracing t of trusses. v A goal on this droving or cover p.g.listing this drawing, Indicate.acceptance of prefewlonel engineering St r..p.nsiblllty solely for the design shown. The suitability end use of this drawing for any strreete le the V ell Tan DUR.FAC. 1.15 FROM BB 8351 RBVB,g Circle responsibility of the Building Designer per ANSI/IPI 1 s.e.2. P Sacramento,CA 95828 Far more information see This Job's general notes Page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:www.alpineitw.com; TPI:www.tpinsc,arg;WTCA: eww.abcinduscry.com; ICC:www.iccssfe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - F3) Top chord 2x4 DF-L #2 120 mph wind, 17.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 DF-L #2 :B2 2x4 DF-L #1&Bet.: within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4 2x4 HF #2: wind BC DL=4.2 psf. :W5 2x4 DF-L 2400f-2.OE: :W6 2x4 HF #1&Bet.: :W7 2x4 DF-L #1&Bet.: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.42" due to live load and 0.49" due design. to dead load. In lieu of structural panels use purlins to brace all flat TC 0 24" DC. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and 1/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load for dead load is 1.50. applied per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Calculated vertical deflection is 0.52" due to live load and 0.61" due Ce=1.10, CAT II & Pf=21.17 psf. to dead load at X = 10-10-8. (*0) 1 plate(s) require special positioning. Refer to scaled Right end vertical not exposed to wind pressure. plate plot details for special positioning requirements. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5 W3X7 S 1.25 [ 7 W4X8 2.25 R 1.75 [10 W6X8 4.25 L 1.25 [11] W4X8 S 1.25 5X7-= 1.5X4 III 4X5,---- [15] W3X10 S 1.25 _ T [19] W1.5X4 S 2.25 6X8[10]�i 3-5-12 PLATE POSITIONING DETA I L 5x10(**) ,d �_ ___ „ •W� — 19-1-14 1.5X4 IIISS0514= B2 3X10[15]= 1.5X4[19] HI 4X8[11] 9 7 11-9-8 W7 1-1/16" 8-1-14 / , 3X5 1-2-0 . j.a."m_- •�_ 11 11-0-0 L 2X4 III 3X7[5]--=- 4X8(R)[7] III 5-7-0 4-2-11 I �2-g 3-1-12 4-7-12 4-7-12 5-7-0 5-7-0 2-10-4 4-9-8 4-7-12 14-2-0 _I_, 9-3-8 11-2-0 1-- 12-3-8 E 23-5-8 Over 2 Supports R=1044 W=5.5" R=1044 U=82 W=5.5" RL=175/-61 Design Crit: IRC2012/TPI-2007(STD) EO PROF PLT TYP, 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01,f1<1,�/�hrNl�`rdd OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss ComponentsofOregon (503)357-2118 'eWARNINGIee READ Aro FOLLOW ALL NOTES ON THIS DRAWING! g 825 N4 Ave,ComehusOR 97113 **IMPORTANT" FURNISH THIS DRAWING TO ALL uNtRAGTORs INCLUDING The INSTALLERS. Al •�j3 TC LL 25.0 PSF REF R7175- 1107 Trusses require extreme care in fabricating, handling. shipping, Installing and bracing. Refer to and follow �i,] tel latest edition of SCSI (Building Component Safety Information, by TPI and MICA) for safety practices prior (r ' •► DL 10.0 PSF DATE 12/09/16 w to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - llibk cop chord shall have properly attached structural sheathing and bonen chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16344248 rigid ceiling. Locations shawl for permanent lateral restraint of webs shall have bracing installed per Bc' A L��O N sections B3, B7 or B10, es applicable. Apply plates to each face of truss and position as shown above and on 12/09/2016 7:-....::::17,-7,..-:::d.:::.----...::1: he Joint Getelle, Masa noted title wise. Refer to drawings,edp_Z far std lard Plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT I Alpina division of ITR Building Components Group Inc. shell not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling. shipping, OREGON AN I7W COMPANY installation A bracing of trusses. rc TOT.LD. 42.0 PSF SEQN- 85002 REV • A weal on this drawing Cr cWmf pegs lifting this drawing, indicates et thisloe of pronswelenel engineering V- respeniblllty awlety for the design New. The suitability and ins of droving for any etrueurm the ''Y 1420 a 8351 Roma Circle r"PO11e'°l lib of th.Building Designer per ANSI/TPI,s.d.z. �ISell T'130*'( OUR.FAC. 1.15 FROM BB Sacramenm,CA95828 Far more informs=len sea .tpihis Job's general notes page and these web sites: SPACING 24.0" JREF- 1VWG7175Z02 ALPINE: wov.elp ireitw.coe; TPI: mww.tpinst.org;WTCA: www.ab<ina.stry.com; ICC:ww..iccaefa.org Ranenerml R19n19114/4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR, (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - F1CAP) Top chord 2x4 HF #2 120 mph wind, 24.42 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat IC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. Supports shown indicate location of 2x4 purlins. 4X54X4X5 MEIN ; I 19 3-0-6 2X4(D8R)3 12 0-0-6 = M Aft... U� ►. _. _. _. _. ►. 22-9-2 i =� 2X4(D8R)i ►— 1.5X4111 =� 3X5= =� =� =� —2-0-0 >i< 2-3-8 >I< 2-0-0 >I< 2-0-0— i< 1 ' 4-0-0 >I< 1-8-0 3-7-8 4-0-0 J, 1-8-0 _I_ 3-7-8 J [< 9-3-8 Over 6 Supports >I R=145 W=3.5" R=209 U=5 W=3.5" R=94 U=5 W=3.5" RL=47/-47 R=142 U=2 W=3.5" R=101 W=3.5" R=148 W=3.5" Design Crit: IRC2012/TPI-2007(STD) EA PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .�R`�r�rh�ss_ OR/-/1/-/-/R/- Scale =.5"/Ft. _ 1 ••WWINGI••READ AND FOLLOW ALL IDTES ON THIS DRAWING/ Truss Co. trnertsofOregon 503)357-_118 ••IWONTAN or FURNISH THIS DRAWING TO ALL minito roar INCLUDING 1HE INSTALLERS. !G ,�� TC LL 25.0 PSF REF R7175— 1108 825 N 41i Ave,ComeLus OR 97113 Trusses require extreme care in fabricating, handling. shipping, installing amlWFC bracing. Rorer to end follow 83294PE DL 10.0 PSF DATE 12/09/16 the latent edition of BCSI (Building Component Safety information, by TPI and NLCA) for safety practices prior 14 J >)♦ to performing these functions. Installers shall Provide temporary bracing per BCS/. Unless noted otherwise, / — Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web hall have bracing installed per : - BC DL 7.0 PSF �� `� ; sections 83, 87 or B,o, as applicable. Apply plates to each face of truss and pompon as shown above and an DRW CAUSR7175 16344225 of 1 the Jaint Details, unless notal aUe else. Refer to drawings,6oA_Z far standard plate poaipaos. 12/09/2016 BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine. a division of ITM Building Compormnts Group Ino. shell not be rey>onslble tar arty devlaClon tram this OREGON tlnstall any failure go build the truss in conformance with ANSI/TPI ,, or for handling. shipping, ,w TOT.LD. 42.0 PSF SEAN- 85006 AN ITW COMPANY Installation s bracing or trusses, wl�� �q• ,p A meal en this drawing or ewew r pegs listing thim drinp, Indicate.acceptance of prefesion&engineering "AY QV' rwpenslblllty Solely for the design Sloan. Tba suitability and um of this drawing for any structure le the G p 14 Z f 8351 Rovana Circle responsibility of the Building Deelgner par ANSI/TPI 1 Bse.2. oe a!1 Ta" DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:www.e 1pi noitw.cam; TPI:ww.tp inst.org;MICA:ww.sbcineustry.com: ICC:www.iccae&a.org Pammwnl_BIROL'2UA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - F4CAP) Top chord 2x4 HF #2 120 mph wind, 24.73 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, 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 load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Refer to DWG PB160101014 for piggyback details. 4X5= 9 � I9 3-7-14 2X4(D8R)i hhhhhhh..2X4(D8R) --z,..-- 0-3-12 0-0-6 M ii ,IP''',,AgillIll.IIIIIWIMIMIIIIIIIIIIIIIhhAqIW =� —g 1.5X4 III =7 ISSio =� Eail Kai L-2-0-0 >L 2-3-8 >l< 2-0-0 >I< 2-0-0---->l< 1 ' >I k 4-10-0 '1< 4-5-8 4-10-0 4-5-8 J I- 9-3-8 Over 6 Supports >1 R=209 U=15 W=3.5" R=101 W=3.5" R=111 U=32 W=3.5" RL=59/-59R=84 W=3.5" R=193 U=11 W=3.5" R=140 U=27 W=3.5" Design Crit: IRC2012/TPI-2007(STD) ,04. PROF�s PLT TYP. Wave FT/RT=2% 0%)/4(0) 16.01.'Ate' ;,,df `r/. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss CoIn.rentsof on (503)357-2118 'eWARNING1as RNID AIM FOLLOW ALL NOTES aNTHIS DRAWING! 825 N 41,Ave,Com OR 97113 aalrellTANLam FnnIBN THIN OWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. tir..... 1;aliil TC. DLLL 25.0 PSF REF R7175— 1109 Trusses require a trees care in fabricating, handling, shipping, Installing and bracing, Refer to and follo1 0.0 PSF DATE 12/09/16 the latest edition of BCSI (Building Component Safety Information, by Tpl andWTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless otherwise. ,iiiihbtop chord shall hove properly attached tached stn tural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16344226 rigid telling. Lecatlene sheen for permanent lateral restraint of wee shall have bracing installed par SCSI ,4 O sections 83. 87 or 810, as applicable. Apply plains to each face of truss and position as shown above and on 12/09/2016 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine, a division or ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/RTT drawing, any failure ci to faire the t sea in conformance with ANSI TPI ,, or for handling, shipping, 11 04 e TOT.LD. 4 2.0 PSF SEQN- 85008 AN ITN,'COMR4NY rata g, any a bracing of trusses.the . A.n1 an this drawing or eanr pops flirting this drawing, Inlieat..mytr,.of pref.nlenel engineering LP 14,20 ,te 8351 Riva ee�tl� solely for Hr dDelpn chew. Tnd=At-ability u..of this drwlnp for.,.rruealr.I.the l 'JS Tar OUR.FAC. 1.15 FROM BB r..p, bl l ley of the Building Designer par ANSI/TPI ,s.e.z. Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: ALPINE,waw.a+pieeitw.tom: Tel:w .tpinat.erg:prep: w.sbcinduatry.com: ICC: w.iccsafe.org Renewal 8/30/2018 SPACING 24.0" J REF- 1 VWG7 1 75202 www THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - Fl) Top chord 2x4 DF-L #2 120 mph wind, 17.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 DF-L #2 :B2 2x4 DF-L #1&Bet.: within 9.00 ft from roof edge, RISK CAT II, EXP B, wind IC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4 2x4 HF #2: wind BC DL=4.2 psf. :W5 2x4 DF-L 2400f-2.OE: :W6 2x4 HF #1&Bet.: :W7 2x4 DF-L #1&Bet.: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.42" due to live load and 0.49" due design. to dead load. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.52" due to live load and 0.61" due to dead load at X = 10-10-8. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, JT PLATE LATERAL CHORD Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE (**) 1 plate(s) require special positioning. Refer to scaled [ 5] W3X7 S 1.25 plate plot details for special positioning requirements. [ 7] W4X8 2.25 R 1.75 10 W6X8 4.25 L 1.25 11] W4X8 S 1.25 15] W3X10 S 1.25 [19] W1.5X4 S 2.25 5X7= 1.5X4 III 4X5= glIMINIMMIEMMIIIMMIMMINIMMMMMINMIEF T 6X8[10]i 3-5-12 5X10(**)% � �i`_ PLATE POSITIONING DETAIL a„Agana SS0514= B2 19-1-14 3X10[15]= 1,5X4[19] III 1.5X4 III 4X8[11] g r 11-9-8 W7 8-1-14 374411111111111111 �i 1-1/16" .1 1-2-0 r ._. it z . — 11-0-0 1 1 2X4 III 3X7[5]= 4X8[7] III 5-7-0 4-2-11 j-2-g 3-1-12 4-7-12 4-7-12 5-7-0 >I< 5-7-0 -10-4 I 4-9-8 'IZ 4-7-12 14-2-0 _I,., 9-3-8 11-2-0 _(_ 12-3-8 23-5-8 Over 2 Supports R=1044 W=5.5" R=1044 U=82 W=5.5" RL=175/-61 Design Crit: 1RC2012/TPI-2007(STD) e* PRO PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. ewe r-� y F `r/0 OR/-/1/-/-/R/- Scale =.1875"/Ft. r Truss Components ofOre on 1503)357-5118 *'WARNINCI'*READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT** FINNISH THIS DRAWING To ALL corrnacroRs INCLUDING THE HAT!LLERS, tf/ 4, 83294PE 9 TC LL 25.0 PSF REF R7175- 1110 Trusses require a treme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow it : the latest edition of SCSI (Building Component Safety Information, by TPI and\TCA) for safety practices prior /; - DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachede rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 16344299 i sections 83, 87 or 8e 10, as applicable. Apply plates to each face of truss position as shown above and on 12/09/2016 Ail �Q N I the Joint Details, unless noted otherwise. Refer to Inc. shall 180A-Z for standard andard plate positions. BC LL 0.D PSF CA-ENG PBC/RTT Alpine. a division of ITN Building Compote Components Group Inc. shall not be responsible for any deviation from this OREGON 4 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN iryv COMPANY installation t bracing of trusses, y, ao C TOT.LD. 42.0 PSF SEQN- 85011 . A...I en thie drawing or mer pegs flirting this drawing, 0 Indle t_..mptan..of professional engineering (0, '731.1.14,20 tcoverresponsibility sally ler the d..la,.hew,. The suitability and see of this drawing for any atnmtur.I.w �1 ` DUR.FAC. 1.15 FROM BB a 8351 Rovana Circle responsibility of t,,.Building D..Igrrr per ANSI/TPI 1 sea 1. *eon Tar�. Sacramento,CA 95828 For more information see Thisgeneral notes page and rheas web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:www.alp i.w itw.com; TPI:www.tpinst.ost.org;gTCA: www.sbclndustry.com; ICC:www.iccsefa.prg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - F) Top chord 2x4 DF-L #2 120 mph wind, 17.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 DF-L #2 :B2 2x4 DF-L #1&Bet.: within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W4 2x4 HF #2: wind BC DL=4.2 psf. :W5 2x4 DF-L 2400f-2.OE: :W6 2x4 HF #1&Bet.: :W7 2x4 DF-L #1&Bet.: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.42" due to live load and 0.49" design. due to dead load. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC 0 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.52" due to live load and 0.61" due factor for dead load is 1.50. to dead load at X = 10-10-8. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 5] W3X7 S 1.25 5X7= 1.5X4111 4X5 - [ 6] W5X10 2.75 L 1.25 _ _ T [ 7] W4X8 2.25 R 1.75 5X10[6]Di [10] W6X8 4.25 L 1.25 [11] W4X8 S 1.25 I 3-5-12 [15] W3X10 S 1,25 ��� I i [19] W1.5X4 S 2.25 6X8[10]Di �� 4i 4,19-1-14 SS0514=B2 1.5X,[ 9] III 1.5X4111 4X8[11] 3X10[15]- 9 11-9-8 8-1-14 3X51 I 1-2-0 !l ""w► � mmr1 III = 1 11-0-0 1 2X4111 3X7[5]= 4X8[7] III Fc 5-7-0 4-2-11 j 2-9 3-1-12r. 4-7-12 4-7-12 5-7-0 + `5-7-0 '1r2-10-4 1 4-9-8 'I` 4-7-12 6 14-2-0 ,I- 9-3-8 11-2-0 'I- 12-3-8 23-5-8 Over 2 Supports R=1044 W=5.5" R=1044 U=82 W=5.5" RL=175/-61 Design Crit: IRC2012/TPI-2007(STD) 40PROFS PLT TYP. 18 Gauge HS,Wave FT/RT=296(0%)/4(0) 16.01.0ff'� filiFjy E. S.' OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 eeWiNlNGlae READ AND roam ALL NOTES ova THIS awINCI CO (L t�Q Z TC LL 25.0 PSF 825 N 4 Ave,Cornelius OR 97113 aauroRTANrea FURNISH THIS DINNING To Au CONTRACTORS INCLUDING TME INSTALLERS• 44 83294PE p REF R7175- 1111 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to end follow t the latest edition of BCSI (Building Component safety Information, by TPI and NTCA) for eatery prattleprier ,� " DL 10.0 PSF DATE 12/09/16 to performing these functions.t Installers shall providetemporary bracing per BCS1. Unless noted otherwise.011111164 _- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached s rigid ceiling. Locations shown for permanent lateralrestraint of webs shall have bracing Installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 16344227 sections B3, 07 or 010, as applicable. Apply plates to each face of truss and position as shown above and on12/09/2016 i the Joint Details, unless noted otherwise. Refer to drawings 100A-2 forstandard plate positions. A ��1 N I Alpine. a division of ITN Building Compos Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/ITT drawing, any failure to bald the truss In conformance with ANSI/TPI 1, or for handling. shipping. A e TOT.LD. 42.0 PSF AN ITW COMPANY Installation a bracing of trusses. SEQN- 85014 A seal on this Priming or Bever peg.listing this drawing. lndla.te engineering of prefelea,l enginring 4j �tY 14,40 0 reep .lbl Iity solely for the deMoon.ewn. The.an. lt blllty end .of this drawing w ing for are.eruat .ie 8351 Rovana Circle responsibility wof the Building Oeslgn.r per ANSI/TPI 1 Saa•z. sSten Tat' DUI.FAC. 1.15 FROM BB Saceamente,CA 95828 For more information see this Job's general notes page and these web sites: SPACING24.0" ALPINE:ee.,alpinelte,can; TPI:we.tpinst.org;IBCA; wwr.sbcindustry.com: ICC:wwr.iccsafe.erg Renewal 6/3012018 !REF- 1 WWG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - IG) 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 :W3 2x4 HF #2: TC- From 75 plf at -2,00 to 75 plf at 7.94 TC- From 38 plf at 7.94 to 38 plf at 14.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 5 plf at -2.00 to 5 plf at 0.00 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 7 plf at 0.00 to 7 plf at 14.00 wind BC DL=4.2 psf. TC- 819.32 lb Conc. Load at 7.89 BC- 117.18 lb Conc. Load at 2.00 (a) #3 or better scab reinforcement. Same size & 80% length of web BC- 119.42 lb Conc. Load at 4.00 member. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. BC- 331.39 lb Conc. Load at 8.00,10.00,12.00 In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets 1/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. Right end vertical not exposed to wind pressure. 4X5(R) III 1.5X4111 Wind loads and reactions based on MWFRS. ;; I 1 i JT PLATE LATERAL CHORD �� No SIZE SHIFT BITE �� [12] W3X5 S 2.25 1.5X4 0� ,,§h W3 ,,,,��, 6-4-12 6-5-15 9 (- '' (a)N. Ap 411. 0-6-8 E2 RINI M 11-0-0 a 4X5[7] 4X5(B1)= 3X5(R)[12] III L*2-0-00.1 4-0-9 7-11-4 3-10-11 + 6-0-12 6-0-12 L- 7-11-4 6-0-12 F 14-0-0 Over 2 Supports R=1539 U=100 W=5.5" R=1591 U=115 W=5.5" Design Crit: IRC2012/TPI-2007(STD) ���PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.Ir + .(3i N FF, s�ID OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 eeMMNINGIae READ,go FOLLOW ALL mows as nus DRAWING[ / REF R7175- 1112 825 N 4ih Ave,Cornelius OR 97113 **IMPORTANT*. FURNISH THIS CRANING To NJ.eONrnAcmAs INCLUDING INSTALLERS. SII/ 83294PE . TC LL 25.0 PSF Trusses require extreme CS care in fabricating,Component ompphandling, shipping, installing end) to,-bracing. Refer to and(prior ,,,•-- 1 L 10.0 PSF DATE 12/09/16 the later[edition of nct1 (Building Coers Safety Ie[emanon, by TPI are NSCSI For safety practicer for to performing tl av fproplrly. (achshallstrprovidetemporaryby torts Ihg per allha e a properly attached top chord anal) have properly attachedInststructural revid.lre and bottom chordogsSC have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web hall have bracing stalled per BCS[ 12/09/2016 C DL 7.0 PSF DRW CAUSR7175 16344228 �1 `� 1 sections 83, 87 or B10, as applicable. Apply plates to each face of truss and position es shoed above and on o the Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITR Building Components Croup Inc. shall not be responsible for any deviation from this drawing. any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY Instal lation&bracing oofr trusses. SLY 14,18 C TOT.LD. 42.0 PSF SE,N- 85018 A seal on this drawing or cover page lining this drawing, [nehmen mptence of profenlonel engineering 4� `� 1 respwlIbility solely for the demlgh sows. The mltebility and use of this arwing for any structure is the e • 8351 Roving Circle reepwwlblI ity of to Building Designer per MSI/TPI 1 see.2. `gels Tao DUR.FAC. 1.15 FROM BB Sacramento,CA9582$ For sore information aaa this Jab's general notes pugs and These web sitar: Renewal 6/MWM8 SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:w+w.elp ioeitw,tne; TPI: eas.tpiest.¢rg;RTCA: wsw.abcleduatry,sone; ICC:wwr.iccsafe.org • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - I) 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 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: wind BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X5- 9 m 1.5X4111 1,5X4Q WS 7-3-8 7-11-15 9 (— 111 0-6-8 i_ 3X7= 3X5 R III 3X5(82) 2' L 5-0-9 _L 4-10-11 3-1-8 111 a I_ 9-11-4 4-0-12� I- 9-11-4 _I— 3-1-8 °I?J4 lc 14-0-0 Over 2 Supports R=799 W=5.5" R=607 U=40 W=5.5" RL=137/-81 Design Crit: IRC2012/TPI-2007(STD) �QD PRt7R�S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1;X8 .139 N F_ �v0 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Co.,inents of Oregon (503)357-2118 e'WARNINGI•e READ AM FOLLOW ALL NOTES ON THIS DRAWING' 825 N 4i Ave,Cornelius OR 97113 "" "'"THIS DRAWING TO ALL CONTRACTORS INCLUDING DIE INSTALLERS. 4Nor �3 TC LL 25.0 PSF REF R7175- 1113 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow �li the latest edition of SCSI (Building Component Safety Information, by TPI an°wreA) for safety practices prier IL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached shown for structural sheathing and bottom Chord shall have a properly attached :C DL 7.D PSF rigid ceiling. Locationsshor permanent lateral restraint of webs shall have bracing installed per BCSI 12/09/2016 DRW CAUSR7175 16344229 .4�� �� t. sections 83. 87 or 810, as applicable. Apply plates to each face of trussend position as shown above and on o I 7,;::—.°::::::',7,7::7::::°:"- Rorer to drawings 108A_Z fortandare plate Pasit,,,ns. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I yfailure bu truss I con Group Inc, shell not ba nor for than for arty ippiation from this mate Ilotion any&allure W f truild the truss In conformance with ANS VTPI 1, or far handling. shipping, `_ ‘14.1.14,201P t� TOT.LD. 42.0 PSF SEQN- 85020 AN ITW COMPANY instal leu on a bracing of trusses. a, . A awl en this drawing or cower pope ii.tlnp this drawing, Indies!**oeeept.nos of profNwienoi onpineerinp ty r ' 8351 Romana Circle rwsppulbilityy of'rhe BuilddinIng design finer per Mem. The 1�'Se'e':.'i1°U"of �"drawing far any structure is�' eeII Tan' OUR,FAC, 1.15 FROM BB Sacramento,CA 95828 Far more Information see this,)obs general nates ALPINE:www.alp,neitw.com; TPI: page and these web shtas:icc Renewal Bf3OI20� -waw•pinst.erg: wf�A: www•abmi ehatry•=am: IOL:waw.. aafa.arg SPACING 24.0" JREF- 1VWG7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - IGA) Bot chord 2x6 DF-Lchord 2x4 HF 22400f-2.OE 2 COMPLETE TRUSSES REQUIRED 12 Webs 2x4 HF #2 :W1, W3, W4 2x4 HF Std/Stud: Nail Schedule:0.120"x3", min. nails :W9 2x4 DF-L 2400f-2.OE: :W10 2x4 DF-L #1&Bet.: Top Chord: 1 Row 012.00" o.c. :Rt Bearing Leg 2x8 DF-L SS: Bot Chord: 2 Rows 0 2.00" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Deflection meets L/360 live and L/240 total load. Creep increase factor Use equal spacing between rows and stagger nails for dead load is 1.50. in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to In lieu of structural panels use purlins to brace all flat TC 0 24" OC. grain required in area over bearings greater than 4" (a) #3 or better scab reinforcement. Same size & 80% length of web 120 mph wind, 15.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located member. Attach with 10d Box or Gun nails (0.128"x3",min.) 0 6" OC. within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4X5.------ TC- From 75 plf at 0.00 to 75 plf at 14.00 - 7 9 BC- From 7 plf at 0.00 to 7 plf at 13.40 pe7i� SS0514(R) III --/- BC- 2290.35 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 - 'II� 9.06,11.06,13.06 5X10\� End verticals not exposed to wind pressure. % T 4X5(R)[7]0\ Wind loads and reactions based on MWFRS. JT PLATE LATERAL CHORD ♦ 0 No SIZE SHIFT BITE �I� [ 4] W6X8 S 3.50 9 [ 6] W4X8 2.25 R 4.50 3X54' �� ' $ 7-3-8 [ 7] W4X5 3.75 L 1.25 1 I 10-9-14 [ 8] W8X8 2.75 R 3.00 f ,�1 j [17] W4X12 2.25 R 4.75 11111111111k 08X8(R)-. , O T �1 ' 0 ME;4X8= 11-0-0 2-6-8W1'G !�� aIW1 16 4X12(R)[17] III c M M 4 9-0-0 L 5X5 111 6X8[4]= 4X8(R)[6] III 8X8[8]= 0-1,-12Ec r 13-4-12 0-7-4 3-3-12 LL ›-esu1.1 3-3-12 'I` 4-0-0 'I- 3-8-12 12-4-4 I L- 11-0-8 �L1._1-5 J 1 14-0-0 Over 2 Supports >1 R=8294 U=164 W=5.5" R=8882 U=175 W=5.5" E°PROP Design Crit: IRC2012/TPI-2007(STD) v cis. tt PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01, 1 .139N F4s. /O OR/-/1/-/-/R/- Scale =.25"/Ft. Truss ComponentsofOregon 1503)357-2118 "uRNINGI..READ AM FOLLOW ALL LADIES ON THIS o58111G! 825 N4h Ave,Cornelius OR 97113 - "Ils°NTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. 83294PE 41 I, TC LL 25.0 PSF REF R7175- 1114 - Trusses require.of eme<are(Sa in ng Co,,eting, Sfetyl handling, shipping, InstallingIcod and bracing. stRefer to and falsew j r'L 10.0 PSF DATE 12/09/16 the latest edition of SCSI (Building l era Component Safety Information, by TPI and WTCA) for safety practices prior - to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 411116,4, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid cel l ing. locations hewn for permanent lateral restraint of eats shall have bracing installed per BCSI 12/09/2016 DRW CAUSR7175 16344230 ,4 �� TM sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 11 the joint Details, unless noted atlerwlee. Refer to draeinga 1bOA_Z farestandard plate poaltinee. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I 1 Alpine, a any failure of ITN Bd the irg usspInecon Group Inc. shall not he Ffor lbre for ens don from this drawing,l l fai rare to build tr"ee In conformance with ANSI/TPI 1, or Far handling, shipping, 4 `LAY 141 ate a TOT.LD. 42.0 PSF SEQN- 85027 AN ITW COMPANY instal nn&bracinglreh or trusses. A wool on thls drwlnp or motor pogo listing this drawing, Indicates.ae.ptaeo mf prof..elnwl engineering reeponsely for the 8351 Rovana Circle iniitegtyi of she Building Designer per AGgn Owen. eiirvit1bSea s.'�"'of thio drawing Tor�..erumtarm I.t» $ell Tar'- DUR.FAC. 1.15 FROM BB Sacramento,CA95828 for more information sac this Jabs general notes page and theca webSPAC 1 NG 24.0" JREF- 1VWG7175Z02 wr ALPINE:w .alPineitw.com: TPI:www.tpinst.org;'RCA:ene.ebclntluatry.cne: ICC'new.iccsafe.erg Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, 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 in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 Webs 2x3 HF #2 psf. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requirements, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Trusses designed to support 1-0-0 top chord outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No 4X5= knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 9 I9 4-3-8 • 0-6-8 i� lid ■ ■ill: 1111116111111116.• _ - — _s ■ ■ ■ ■ ■ ■ ■ O-6-8 —1-- 3X5 11-0-0 3X5(62)= 3X5(62) -2-0-0-->J Lc----2-0-0----->i I- 5-0-0 -1- 5-0-0 J Ec 10-0-0 Over 2 Supports R=729 U=172 W=5,5" R=729 U=172 W=5.5" RL=124/-124 Note: All Plates Are 1.5X4 Except As Shown. KEO PRQ . Design Crit: IRC2012/TPI-2007(STD) a SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 # 2.1C3SN E� �• OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co 1"floors ofOre on (503)357-2118 ••WARNINGIe•READ ANB FOLLOW ALL IDTES ON TRIS DRAWING! 825 N OIt Ave,Comelws Olt 97113 ••IINnRTiwr•• FU NISR TRas DRAWINGTB ALL mrnuAcTORs INCLUDING TRE HaTALLEIa, 83294PE 4" 9 TC LL 25.0 PSF REF R7175- 1115 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety information,by TPI and MTCA) far safety practices prior DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall provide temporary braing per SCSI. Unless noted otherwise, cop chord shall have properly attached structural sheathing and bottom chord shell have a properly attached C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webshall have bracing in .stalled per SCSI DRW CAUSR7175 16344231 A n �Ol� 1 sections e3, 87 or as applicable. Apply Plates to each face of truss end position as shown above and on 12/09/2016 111 1 �J the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I r Airline, a division of ITN Building Components Group Inc, shalt not be responsible for any deviation from this drawing,alla any failure go build ru the truss In conformance with ANSI/TPI ,, or for handling, shipping, N l4 2a�a c TOT.LD. 42.0 PSF SEQN- 85029 AN ITW COMPANY Installation bracing of trusses. V . A=.ol en this drawing.r eow.r page',tieing this droning, indicates.eept.neo of prof...lona!engineering �/ LY �e rwpar.reeponeibll ap of��Building for w:�ign,�pe:ANSI/VPI I SSmeltability ond,s of this drawing for any structure I.w *self Tar' DUR.FAC. 1.15 FROM BB • 8351 Rovana Circle Sacramento,CA 95828 For more information see this fob's generel notes page and these web sites: ALPINE:wwe.elpineitw.co.: DPI:www.tpinst,org;MTCA: wew.sbcindustry.comc ICC:eew.iccsafe.org Renewal 6/a0/2018 SPACING 24.0" J REF- 1 VWG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, 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 in roof, RISK CAT II, EXP B, wind 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 live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= PA, I9 9 4-3-8 3X3(R) III 4151111111111111111111111k 0-11-6Fl I, j '� 0-6-8 11-0-0 ..-7..7.-:.-013X5= —� A 1.5X4111 3X5(62) -2-0-0---- k 4-5-8 + 5-0-0 Ir 4-5-8 ,I, 5-0-0 -) F< 9-5-8 Over 2 Supports R=399 U=4 W=5.5" R=603 U=20 W=5.5" RL=89/-76 ON PROP Design Crit: IRC2012/TPI-2007(STD) SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'. i 35N E OR/-/1/-/-/R/- Scale =.5"/Ft. _� ”WARNINGI•e READ AND FOLLOW N1 NOTES ON Txis DRAWING! �f. TmssCom Components 503357_11888294PE 'P TC LL 25.0 PSF po ( ) ...IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 9 REF R7175- 1116 825 N 4ih Ave,Cornelius OR 97113 IC Trusses require extreme re In fabricating, handling,I shipping, TPinstall imam!):fortis. etyer to end follow iG /' tre erfort edition fnctio(s. Installers Componentse Safety Information,ar,by tinand NSCS) for esstY practices prier /� DL 10.0 PSF DATE performing these functions. atoll oda beacon BGS1. Unless noted otherwise, 12/09/16 to Par 9tr provide ng and 9 per ra n ig chord ceiling. have properlyos n attached aentu lateralar sheathing reitr ant bottom chordl shall have nproperly attached :C DL 7.0 0 PSF rigid nsll�.Ig. ore 810, a shown for applicable. Apply restraint of feta ssail have bracing as I ownl abtl per dCn 12/09/2016 DRW CAUSR7175 16344232 ,4 J�O sections44 83, B7 or 810, as appllcaDle. Apply plates to each face of trusstaM position as shown above and on I the low Oettlla, unless notatl oHlarwim. Befar to dire s coA_z:orander' plata Poaitio,„,. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT AIPIre, a tlivls ion of ITN Bul ltl ln9 truss In Group I.wi shall not be responsible for a,ry ippiatlon from this drawing, any failure to build the In conformance with ANSI RPI i, or for beneung, shipping, w 0� IC TOT.LD. 42.0 PSF SEQN- 8503 1 AN ITW COMPANY installation a bracing of trusses, Cy 14,1 �� A seal en ml.droving or ower peva listing ml.dro.ing, Indle te..m.ptaae.of professional engineering the design . 8351 Roma Circle responsibility.pa. Cy odea.Sill 1d ng ,s''I"mner p.'a6usuitability TPl I Ia:�z awl d"r mls drawing Per.�structure 1'the s$Q't Tall OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see chis Job's general notes page and these web sites: ALPINE:www,alplrelcw.com; TPI:www,tpinsc.org;NTCA: w.w.abcindustry,com; ICC:www.iccsafe.org Renewal 6/3012018 SPACING 24.0" J REF- 1 VWG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - J1) 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 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= mg 7 I9 4-3-8 3X3(R) III 9 3X3(R) = RI r 1 el 0-111-6 : '� 1-3-8 V 1_4411-0-0 / oimPli 3X7= 1.5X4111 1.5X4 HI 4-5-8 4-0-0 1_ 4-5-8 J. 4-0-0 J E8-5-8 Over 2 Supports >1 R=376 U=4 W=5.5" R=376 U=6 RL=53/-52 Ep PROS Design Crit: IRC2012/TPI-2007(STD) FS PLT TYP. Wave FT/RT=2°%(0%)/4(0) 16.01 .0 I Alto 5N Ste• OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co 11lnentsofOregon1503)357-2118 ••11ARMIMGI••READ AND Fawn ALL NOTES ON THIS minium yr A825 N4 I Ave,Cornelius OR 97113 ••INFORTANr•• FURNISH THIS pwIND TD ALL DONRNAeTDRS INCLUDING THE INSTALLEIIS. TC LL 25.0 PSF REF R7175— 1117 Trusses require aofrew d(Be In ngbC mpon n Safe yI ormation. lysTPIlind a�) fo s etyer td ane fpriow ,�- DL 10.0 PSF DATE 12/09/16 the Hereat edition of BCSI (Building Component Safety Information.by TPI and AICA) for safety practices her prior to performing these functions. tInstallers shall providetemporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. locations shown for permanent lateral restraint of webs shall have bracing installed BcS1 C DL 7.0 PSF .4 11_,M �� ; sections B3, BT or 1310, as applicable. Apply plates to each face of truss and positron as shown above and on 12/09/2016 DRW CAUSR7175 16344233 II�o I the Joint Details, unless noted otherwise. Refer to drawings 160A_2 forstandard plate positrons. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITT Building Components croup Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. t?/ 14,2e m TOT.LD. 42.0 PSF _ SEON— 85033 A esel en this.roving Cr ewer peps listing thin drwhlg. Indicate..ew.ptene*of pref...lone!.rglne.ring Gs LY responsibility solely for w design Mel. The suitability end 1r of this drawing for ea structaa-.In the 8 fl Tar DUR.FAC. 1.15 FROM BB • 8351 Rovana Circle responsibility of the Building Dwlgmr per ANGi/TPI 1 Seo•2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: JREF- 1VWG7175Z02 ALPINE:www.aipinaltw.com: TPI:www.tpinsc.org;WTCA: sew.sbcrndwstry.com: ICC:www.iccsafe,org Renewal 8/30/2018 SPAC1 NG 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - KG) 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 75 plf at -2.00 to 75 plf at 5.94 TC- From 38 plf at 5.94 to 38 plf at 8.06 120 mph wind, 17.02 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 75 plf at 8.06 to 75 plf at 16.00 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 5 plf at -2.00 to 5 plf at 0.00 wind BC DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 14.00 BC- From 5 plf at 14.00 to 5 plf at 16.00 Wind loads and reactions based on MWFRS. TC- 414.54 lb Conc. Load at 5.89, 8.11 BC- 88.25 lb Conc. Load at 2.00,12.00 In lieu of structural panels use purlins to brace all flat TC . 24" OC. BC- 90.14 lb Conc. Load at 4.00,10.00 BC- 231.39 lb Conc. Load at 6.00, 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W1.5X4 S 2.50 4X5= 4X5= r 41111111 19 All I 4-11-15 9 0-6-8 % ► 0-6-8 el) 15-0-0 ' 1.5X4[6] HI 3X5= I 4X5(B1). ' 4X5(61) Lc--2-0-0->1 -2-0-0---›.1 1-4 5-11-4 >1... 2-1-8 >1.‹ 5-11-4 >I 1_ 5-11-4 __I_ 2-1-8 _I_ 5-11-4 J k 14-0-0 Over 2 Supports R=1518 U=120 W=5.5" R=1518 U=120 W=5.5" Design Crit: IRC2012/TPI-2007(STD) EO PROP . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ! /I,sJs'niti`r0 OR/-/1/-/-/R/- Scale =.375"/Ft. (503)357-2118 ssWARNINGtea RFJID AND Fahr ALL NOTES ON THIS DRAWING'Truss Co h inents Cornelius awtraRTANree FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Al TC LL 25.0 PSF 825N4thAve,ComelmsOIt97113 l! 83294PE lli REF R7175- 1118 Trusses require extreme care In fabricating. handling,1, ahipplon, Installing and bracing. Neter no and follow DL 10.0 PSF DATE 12/09/16 the latest edition of SCSI (Building Component Safety Information, by TPI end WTCA) far safety practices prior QC- to performing these functions. Installers shall providetemporarybracing per SCSI. Unlessnotedotherwise,,011164, a� top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid selling. Location shown for permanent lateral restraint of webs shall have bracing installed per BC DRW CAUSR7175 16344234 sections B3, BT Sr B10, as applicable. Apply plates to each face of truss and position as shown above and o [I LI]^ I I I the Joint Details, unless noted otherwise. Refer to drawings,BOA_Z for standard plate positions. 12/09/2016 BC LL 0.0 PSF CA-ENG PBC/STT �=1 L� I �I I Alpin, a division of ITR Building Components Group Inc, shall not be responsible for any deviation from this OREGON draining, any Traci go buildru the truss conformance with ANSI/TPI ,, or far handling, shipping, ,� TOT.L0. 42.0 PSF SEQN- 85035 AN ITW COMPANY matin lotion a bracing of trusses. b� �p . A sisal en this droving or sever page listing this orsaleg. Indioatss seespt.ree of professions'engineering V 0° respseibi I Ity solely Ter the deelgn shown. Th.suitabi I ity and use of this droving For a.y immature ie the �j lY 14.�0 QI 8351 Rovana Circle r sporsibility of the Building Designer per ANSI/TPI 1 s.o.L. • DUR,FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites' ...ell Tan _ ALPINE: wwe.alpinovt itw.com; TPI:w .tpinsorg;NBCA: www.sbcinduscry.cem; ICC:www.iccaefe.or9 eosns,sl alalvna a � SPAC I NG 24.0" J REF- 1 VWG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - K) Top chord 2x4 HF #2 120 mph wind, 18.17 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC D1=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R1) 41111 0, 5-9-8 0-6-8j \ 0-6-8 q 4_15-0-0 I -111 1.5X4111 _� 1 3X5(82)= 3X5(B2) Fc 7-0-0 )1c 7_0_0 I, 7-0-0 -1- 7-0-0 J k14-0-0 Over 2 Supports >I R=623 U=11 W=5.5" R=623 U=11 W=5.5" RL=90/-90 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16,01.i` If .+wiFOpoli..`s'S OR/—/1/—/—/R/— Scale =,5"/Ft. nentsofOregon (503)357-2118MIS Truss Co l l R I T.. FURNISH H• HIS un NG Tor ALL OWIRA TO SIN INCLUDING l �� ,Q� TC LL 25.0 PSF REF 87175- 1119 825 N 4 it Ave,Cornelius O 97113 **IMPORTANT.. PINIIBN rills DRAWING TO ALL copaBAcrBas IBCl1AIBB rile INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building component Safety Information, by TPI and RICA) for safety practices prior /- to performing these functions.tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise. DL 10.0 PSF DATE 12/09/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached PSF DL 7.0 rigid ceiling. locations shown far permanent lateral restraint of rebs shell have bracing installed per BC- BCDRW CAUSR7175 16344235— T1 sections 87 or 810, as applicable. Apply plates to each face of truss and position as shownabove and an 12/09/2016 JIl , ' t„e i,alnt Betaila. unless„Ba ,,:erwnaa. Refer to draringe,B"A_Z earaatandard plate paaitiano /s BC LL 0.0 PSF CA-ENG PBC/RTT r Alwin•, a y failure of ITN Building truss inecon Group Inc. shall not be rorpforYhan far any dppiatlan from this OREGON installation 8 bracing of trusses. la , ' TOT.LD. 42.0 PSF SEQN- 85039 A awl an this drasinp Cr sever page listing this drawing, Indicates.eo.ptaxw of prohs.lenrl engln.arleg V(Y 0� 8351 Rmym Circle rwspnnlbillttyy of the Baal lding the signer per ABBIille1suitability anti l...f this droving for alp.structure is N. �����'����a�� DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information tea .tpinshis b•r general eaten page and there nab r SPACING 24.0" JREF- 1VWG7175Z02 ALPINE;wrr.alPinai tr.com; TPI:wow.tp inst.org;MrrCA: arr,sbcinwstrY.com; ICC:rwr.iccsefa.or9 112e1...WWar9U7ftAR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - KGA) 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 :W3 2x4 HF #2: TC- From 75 plf at 0.00 to 75 plf at 7.00 :Lt Wedge 2x4 HF Std/Stud: TC- From 75 plf at 7.00 to 75 plf at 14.00 BC- From 7 plf at 0.00 to 7 plf at 11.50 120 mph wind, 18.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 14 plf at 11.50 to 14 plf at 14.00 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- 685.11 lb Conc. Load at 1.06, 3.06, 4.03, 5.50 wind BC DL=4.2 psf. 7.50, 9.50,11.50 Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS. 4X8(R)III JT PLATE LATERAL CHORD i; No SIZE SHIFT BITE , [ 5] W3X7 S 4.50 [ 6] W4X5 3.50 L 1.25 [10] W6X8 S 2.75 [11] W3X5 S 1.25 [12] W3X5 S 3.50 4X5[6]% 3X5(11]�� 9 I Ilr lb 9 5-9-8 0-_ ��l ■I 1E1 IIIIII6&bi- - , ■ 0-6-8 I 15-0-0 �� 3X7[5] III 6X8[10]= 3X5[12] IIfWMA 6X:(B:R) 5X7(:8R) 3-8-4 3-3-12 3-3-124c 3-8-4 1,- 7-0-0 -.I, 7-0-0 J 14-0-0 Over 2 Supports R=3316 W=5.5" R=2646 W=5.5" Design Crit: I RC2012/TPI-2007(STD) so PROp$„ PLT TYP. Wave FT/RT=2%(0% /4(0) 16.01.j!*,yyAF��`s'P OR/-/1/-/-/R/- Scale =.5"/Ft. (503)357-2118 ••WtllINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING' �j, n Truss Co. •'Ave,of Cornelius ••IMPORTANT•• FURNISH THIS DRAW=To ALL=TRACTORS INCLUDING THE INSTALLERS V 'r� TC LL 25.0 PSF 825N411Ave,CornellusOR97113 Qi g8294PE �7 REF R7175- 1120 Trusses require extreme care In ng Component handling. shipping, installing and bracing. Refer to and fallow /y DL 10.0 PSF DATE 12/09/16 the latest edition of BCSI (Building Component Safety Information, by TPI and NSCA) for safety practices prior Ys '/ to performing these functions. Installers shall providetemporary bracing per SCSI. Unless noted otherwise, - top chore shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per : DRW CAUSR7175 16344236 ,4 , sections 83, B7 or 810, as applicable. Apply plates to each face of trussandposition as shown above and on Lo,�'` I I the faint 0.taila, unless rotad the wise. ::-...r.:drawl gs,6pA_Z far a ndard Plate paaltiana. 12/09/20 16 BC LL 0.0 PSF CA-ENG PBC/RTT J ' \�sl I Alplra, a dlvlalan ar ITN Biliming--,... Inc, skull t be responsible far any aeviatlan from this OREGON drawing, soy failure to build the trams in conformance with ANSI/TPI ,. or for handling, shipping, C TOT.LD. 42.0 PSF SEQN- 85041 AN ITW COMPANY installation Ion s bracing of trusses. ,p A.w1 an this droning or Geyer pegs listing this*swing, indicates acceptance of proA.sien.l engineering I/LIr 4V' reeponeibility solely for the design sheen. The suitability and use of this dr..ing for any strueturs I.the G 14,R .. 8351 Rovers Circle responsibility of the BuildingD.agnerperAN81ITPI1S.D.S. '°eeltTao.-t� OUR,FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: r SPACING 24.0" J REF- 1 VYYG7 1 75202 ALPINE:wn.e of pinaltw.cne: TPI:www.tpins<.org;WTCA: www.sbcindustry.com; ICC:www.iccsefa.org Bnmwal R/*Zffl'Jfl1Ii THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - MG) 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 75 plf at -2.00 to 75 plf at 5.94 :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' TC- From 75 plf at 5.94 to 75 plf at 6.56 TC- From 75 plf at 6.56 to 75 plf at 12.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 5 plf at -2.00 to 5 plf at 0.00 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 7 plf at 0.00 to 7 plf at 12.00 wind BC DL=4.2 psf. TC- 414.54 lb Conc. Load at 5.89, 6.61 BC- 88.25 lb Conc. Load at 2.00,10.50 Wind loads and reactions based on MWFRS. BC- 90.14 lb Conc. Load at 4.00, 8.50 BC- 231.39 lb Conc. Load at 6.00, 6.50 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= 4X5= INS I 9 1.5X4111 3X50 i� 3X50 4-11-15 9 0-6-8 _,_ II.i •L. 0-11-0 9-0-0 i 3X5= 3X7= 1.5X4111 3X10(E5) III 4X5(61) -2-0-0--3J y • 2-9-14 1` 3-1-6 3 8 14 -17"§,1,, 3-1-6 2-3-14 I_ 5-11-4 Jq.7-_l$, 5-5-4 J 12-0-0 Over 2 Supports >1 R=1473 U=105 W=5.5" R=1319 U=78 Design Crit: I RC2012/TPI-2007(STD) CEO PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.f,P.„ �` • S. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components 503 357-2118 "WARNINGIae REM AND FOLLOW ALL NOTES ON THIS DRAWING! ntpp (( )) **IMPORTANT*. FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING TE INSTALLERS. TC LL 25.0 PSF 825 N4th Ave,ComehusOI297113 Trusses require extreme re In fabricating, handling, shipping, Installing end bracing, Refer to and follow REF R7175- 1121 temporary /" = DL 10.0 PSF DATE 12/09/16 the latest edition of ncti care Component Safety Ie temporar by TPI and NTCA) for safety practices prior T• to performing these functions. Instalata anal) provide and bracings per SCSall Unless noted otherwise, top chard snail neva properly attached orpe structural lateral restraint ant bottom chord shal shall neve a properly attached rigid caning. Locations mean for permanent lateral r crelnt of web nail nava bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 16344237 ,4 �O�o sections B3, 87 or 810, as applicable. Apply plate.to each face of truss and position as shown above and on I tM J-n.:-.":,:::-,, unless noted atharwlse. Refer to drawings 180A-Z for etangerd plata post[lens. 12 16 Alp , on of ITN�ildlrg Compe,enta group Ire, dna„not ba reeporelb,a far any dev;auan from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT ' enstall any failure to bund dna truss In conformance aitc ANSI/TPI 1, or for handling, shipping, /3 d C TOT.LD. 42.0 PSF SEQN- 85043 AN ITW COMPANY installation a bracing of trusses. /,� - A...I en this drwIng Sr cover page I,sting thie drawing. In.leet...oept.na.of professional aeln..ring 4 LY 14,2e- 0 _ respa.responeIbi I ICyy ty of•V:Building design Mown. per ANSIThe/TPI I See 2 and ""of tlll•drawing for any abveWw I.t,. $sell Tani DUR.FAC. 1.15 FROM BB a 8351 Rovana Circle n'g Sacramento,CA 95828 For more information see this Job's general notes page end these web sites: ALPINE:. .alpineitm.com: TPI:w .ts pinst.org:MICA: wra.sbcindtry,cnwww.iccsafe.org ICC:w .iccsafe.erg SPACING 24.0" J REF- 1 VWG7 1 75202 ww Renewal Bl30J2tTa THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - M) 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 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind IC 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R) III IIII � 9 5-2-12 9 3X5 0-6-8Et Mil MI 0-11-0 J 9-0-0 3X5-----= 1.5X4 III 3X5(82) -2-0-0--a.' 6-3-0 5-9-0 6-3-0 5-9-0 12-0-0 Over 2 Supports =1 R=712 U=22 W=5.5" R=516 U=6 RL=92/-105 Design Crit: IRC2012/TPI-2007(STD) � PROpk, S PLT TYP. Wave FT/RT-2%(0%)/4(0) 16.01. �,,;, *.�;'��I# OR/—/1/ / /R/ Scale =.375"/Ft. Truss Components ofOre on (503)357-2118 a INGIaa aero AND FOLLOW ALL NOTES ON THIS BRI1tINg1 REF R7175- 1122 _ 825 N 4th Ave,Cornelius OR 97113 "I FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING,>£INSTALLERS. [�I/ , TC LL 25.0 PSF Trusses require extreme pare in fabricating, handling, shipping, Installing and bracing. Refer to and follow �j DL 1 0.0 PSF DATE 12/09/16 the latest edition of BC31 (Building Component Safety Information, by TPI ape'STCA) for safety practices prior .../e'to performing these fInstallers/stoers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shallhave properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16344238 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS Ail L� sections B3, 87 or 810, as applicable. Apply plates to each face of truss`and position as shown above and on 12/09/2016 t e Jalnt g'uil'd anises nous atharwlm. BC LL 0.0 PSF CA—ENG PBC/RTT I ' Alpine. a d,vlsion of ITw Building Com „:-.17.:....--7.:6-,-z..--,.:7„::.,-:,-.7.7.-.,-,..:,..,__. noOREGON dnstbg, any fellarm u fn ru tw truss In conformance with ANSI/TP1 1, or for handling, shipping, TOT.LD. 42.0 PSF SEQN— 85045 AN ITW COMTYWY installation 6 bracing or trusses. C.LY ,4C A seal en this drawing Sr ceder poo.lifting thle drawing. Indleet a ooe.ptance of pref...lemol engineering G 14 to - — reeparsibiiIty solely for t,./benign.hoe,. The suitability end wm of t,le droning for.,y structure Is the ',ell Tao` DUR.FAC. 1.15 FROM BB . 8351 Rovana Circle responsibility of to Building D..Ignnr per NISI/TPI 1 S.s.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VWG7175Z02 ALPINE: aw.alpineitw.com; TP1:wwa.tpinst.org;wrCA: www.sbci,ndustry.com: ICC:www.iccsafe.org Renewal 0(3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - LG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W3, W5 2x4 HF #2: TC- From 75 plf at -2.00 to 75 plf at 7.94 :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: TC- From 38 plf at 7.94 to 38 plf at 17.56 TC- From 75 plf at 17.56 to 75 plf at 27.50 120 mph wind, 21.92 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 5 plf at -2.00 to 5 plf at 0.00 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 7 plf at 0.00 to 7 plf at 25.50 wind BC DL=4,2 psf. BC- From 5 plf at 25.50 to 5 plf at 27.50 TC- 819.32 lb Conc. Load at 7.89,17.61 Wind loads and reactions based on MWFRS. BC- 117.18 lb Conc. Load at 2.00,23.50 BC- 119.42 lb Conc. Load at 4.00,21.50 In lieu of structural panels use purlins to brace all flat TC e 24" OC. BC- 331.39 lb Conc. Load at 8.00,10.00,12.00,13.50 15.50,17.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [15] W4X8 S 2.50 5X5= T2 1.5X4111 5X5 0 Illi T 1.5X44 1.5X40 W3 W5 6-5-15 9 F- 7 g 0-6-8 0-6-8 e En T 3X5 4X5 3X5 19-1-14 6X8(B9R)i 4X8[15] 6X8(89R)6 1E 2' ›1 J 1E 2' �I 4-0-9 7-11-4 3-10-11 4c 4-9-12 �1'' 4-9-12 arc 3-10-11 7-11-4 4-0-9 I. 7-11-4 ,I- 9-7-8 J- 7-11-4 JI (' 25-6-0 Over 2 Supports >I R=3075 U=288 W=5.5" R=3075 U=288 W=5.5" Design Crit: IRC2012/TPI-2007(STD) SEGPRQpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►M .� � #S0. OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503 357-2118 aatARNINGIaa aero ANO FOLLOW ALL NOTES ON Tills mom! aaINPt1RTANTaa FURNISH THIS DRANING To ALL caNTRACTDRS INCLUDING THE 1161ALLFAS, TC LL 25.0 PSF 825 N 4 Ave,Cornelius OR 97113 REF R7175- 1123 Trusses require extreme BCS caro In ng boosting, Safety I, shipping, installing and bracing. Refer to and fervor 0,,�` : DL 10.0 PSF DATE 12/09/16 the latest orm ng then of functions. (Buns. Installers inn llers,sha Safety Information, by TPI and MITA) for safety practicer prior ..'r" t. to performing these hroperlyW e stn star-provide and bo bracing per all have e a ss properly aachedotherwise, ,041164 top chord stall rave properly attached structural sheathing are bottom chord shall leve a properly ecteched rigid ceiling. Locations ane n for permanent lateral restraint of webs Mall howl bracing installed per GCS BC DL 7.0 PSF DRW CAUSR7175 16344239 ,4 [PUN : n sections 83, 87 or 810, as applicable. Apply plates to each face of s and position as shown above are en I [he JoInC etells, nless otatl ofherwlse. Refer to tlrewings 160A_Z forasCendaM plate positions, 12/09/2016 I Alplro, .°divha 0.-of IT.-Building Ceape,enis Group Inc. ate11 net ba reaponahble far any tlevhatlon from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to bund CM crura in conformance with ANSI/TPI 1, or for handling, shipping, /* N- r TOT.LD. 42.0 PSF SEQN- 85047 AN ITW COMPANY instal , any 8 blur t or trusses, �I V A owl on this drawing or mover page listing this droving, indicates aowptatlee or pro}o.mlonal engineers G tY ,20 reaper/NMI I ity solely for The design sheen. The sultabl l ley aro use of this droning for any struetama l"tthe 14 8351 Rovana Cycle responsibility of the Building Dimly/or per ANSI/TPI 1 See.2. sSell Ta" OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general nos page and these web sites: SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:www.elpinwitw.com; TPI:www.tp .erg;WTCA: www.sbcindustry,cem; ICC:www.iccsafe.org Renewal W3OI2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - L) Top chord 2x4 HF #2 120 mph wind, 22.67 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, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: wind BC DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC t 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R) III 4X5(R) HI r T 1.5X40 1.5X44 (a) 7-11-15 9 (— -i9 W1 W5 0-6-8 0-6-8 .11 so I T m s 19-1-14 3X5= 3X5= 3X7= r T 4X5(62)= 4X5(132)EE Lc2' >I 1-c2' >I 5-0-9 9-11-4 4-10-11 5-7-8 , 4-10-11 9-11-4 5-0-9 (. 9-11-4 ,I_ 5-7-8 _I_ 9-11-4 J 25-6-0 Over 2 Supports >1 R=1328 U=41 W=5.5" R=1328 U=41 W=5.5" RL=184/-184 Design Crit: I RC2012/TPI-2007(STD) itet}PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.rAt.. 8,j�l?�`s4 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss . I..nentsofOregon ((503))357-2118 'IWWMINGIea READ AND FOLLOW ALL Nobs ON THIS DRAWING/ REF R7175- 1124 825 N 4I.Ave,Cornelius OR 97113 a•INPORTANT`• FURNISH MIS DRAWING To ALL CONMACTONS INCLUDING E INSTALLERS. Al TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow / the latest edition of BCSI (Building Component Safety Information, by TPI and'NrCA) for safety practices prior Q.e �.- DL 10.0 PSF DATE 12/09/16 to performing these functions. tlnetellers shall provide temporary bracing per SCSI. Unlessnotedotherwlee, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.D PSF rigid cei l Ing. Locations shown for permanent lateral restraint of webs shall h ve bracing installed B DRW CAUSR7175 16344240 /'1I sections 83, B7 or 81o, as applicable. Apply plates to each face of truss and position as shoen above and on ,4 L ol[i r 1 n the Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. 12/O9/LO 16 BC LL 0.0 PSF CA-ENG PBC/RTT JI—� I \VI I Alpine, a division of ITT/Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/Int 1, or for fondling, shipping, AN ITW COMPANY instal I A bracing of trusses. 10 ,Z e C TOT.LD. 42.0 PSF SEQN- 85049 . A seal an this drwing or cover page listing this droning, Indicates acceptance of prof...lanai engineer) responsibility solely for the drip oilcan. Tie suitability and uw of cele droning for any structure I.v. 4�Se1l Tin t� DUR.FAC. 1.15 FROM BB • 8351 ROv8n8 Cycle r"Pan.lbllity of the Building Designer per ANSI/TPI t sees. • Sacramento,CA 95828 For more information see this Jobs general notes a and these web sites, ALPINE:www.e lPinei testae; TPI:wxw.tpinst.org;NTCA:www. SPACING 24.0" JREF- 1VWG7175Z02 I,Mustry.com: ICC:waw.iccsafa.arg �NOWlAI raQ/�ae e x2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - L1) Top chord 2x4 HF #2 120 mph wind, 23.42 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, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W6 2x4 HF Std/Stud: wind BC DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 5X5= imismomiii 7- 3X5 Di IT91.5X4 1.5X4 III 9-5-15 ii i 0-6-8 Alligil 0-6�-8 19-1-14 1.5X4 III 5Illilihlh. X14= 3X5= '=' 4x5(B2)Em 4X5(B2) Lc 2, L2, J 6-0-9 5-10-11 'I.2 7-1-1— 7-6-30-11 ).i.c 66_00_9 L. 11-11-4 1-7-8 J. ,1. 11-11-4 ,I l25-6-0 Over 2 Supports R=1387 U=36 W=5.5" R=1387 U=36 W=5.5" RL=212/-212 Design Crit: IRC2012/TPI-2007(STD) Ito)PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'' G Gkg-,'rcS>O OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503))357-2118 ”WARN READ AID FOLLOg ALL NOUS ON THIS DRAWING! 2 4, 9 REF R7175- 1125 825 N 4th Ave,Comehus OR 97113 ..DPORTFAM. FURNISH THIS DRAWING TO ALL CONT SWTORS INCLUDING 711E INSTALLERS. �� OG TC LL 25.0 PSF Trusses require extrema care In fabricating, handling, shipping, installing and bracing. Refer to end follow au the latest edition of SCSI (Building Component Safety Information, by TPI and'NfCA) for safety practices prior .N. 'I•" DL 10.0 PSF DATE 12/09/16 to performing these functions. Installers shall providesteeporary bracing per SCSIs unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint int of webs shall have bracing installed per DRW CAUSR7175 16344241 sections 03, G]or B10, as applicable. Apply plates to each face of truss and position as shown above and on 12/09/20 16 All ID)fl 1. I I the Joint Details. 05,laaa noted otherwise. Refer to drawings 1BOA_Z far standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT f=1 U I �1 I Alpine, a d vision of ITN Building Cowponenta Group inc. ;hail ofresponsible far any deviation frau this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 11-W COMPANY installation A bracing of trusses. ya. C TOT.LD. 42.0 PSF SEN— 85051 A awl en Nle drawing or ewer pope listing this drawing. Indicate*enawptaee of professional Mhglnearlp ‘t kir 0� i.0 SEQN- awlely for the design ehean. The awltmblilty and nee of Nis drawing for to,struslossk Is the 14'2 _ 8351 RovaraCVCte rsepehhslb111ry of the wilding Designer per ANSI/TPI T saw.2. �$e t'Ta"a.. DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: r � SPACING 24.0" J REF- 1 VWG71 75202 rw ALPINE: w.alP ins itw,com; TPI:www.ipinst.org;RCA: wxw.sbc irhdusery.com; ICC:www.iccsafa.on9 111911BWH1.0(a(N'�O app THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - L2) Top chord 2x4 HF #2 120 mph wind, 23.73 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W2, W3 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5--- ii X5=ji -7- 1.5X4\\\ 1.5X4/// 10-1-4 (— � 9 0-6-8 0-6-8 _L llAIIIbr _L -,.- 3X5= 3X5= 3X5= T 4X5(62)= 4X5(B2) 2' Lc 2, L- 6-5-7 -1- 6-3-9 I_ 6-3-9 _I_ 5-7 8-6-10 �` 8-4-12 'I` 8-6-106- I— 12-9-0 J— 12-9-0 J Inc 25-6-0 Over 2 Supports R=1295 U=35 W=5.5" R=1295 U=35 W=5.5" ltic ›1 RL=224/-224 PLT TYP. Wave Design Crit: I R T/RT 2%(0%)/4(0)D ) 16.01.V..6I�,1,,4A�; `sS> OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOregon (503)357-2118 eeWMWINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING! (� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "INPORTAW. FURNISH rum DIMMING TO ALL CONTRACTORS mamma rue ursmuENs• (0 4, g32f�4PE �P REF 87175- 1126 Trusses require itio a trams cera In fabricating, Handling, shipping, metalling end bracing. Refer to ane follow pg. '. DL 10.0 PSF DATE 12/09/16 the latest edition of nctl (Building Component Saprov Information, by TPI aMTCA) For safety teober prior re to performing l theseofunctions. Installers shallurprovidengs and bracing per ell .r pe noted attachida, 41164 ropig chordi shall Lova Pons shwy n attached stmanent lateral sheathing oft mob chordshl shall have a properlyinsattached BC DL 7.0 PSF DRW CAUSR7175 16344242 rigid ceiling. Locations shown for permanent lateral r tr c of webs shell have bracing installed per D ,4 �� sections 83, 87 or 810, as applicable. Apply plates to each face of truss s and position as show,above and on Q I 7:—.°=1::::;;;;:7L7:7"'"' he amt°��allr, unless notal atlmrwlse. Rafal to drawings,e"A_z f"Brtendard p,ace poaitiens, 12/09/2016/ BC LL 0.0 PSF CA-ENG PBC/RTT I AIPI re, a tlf vision of ITN Guild Ing Copor,ents"roup Inc. shell,wY ba responslbla far any tlevlatlon from th is OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMaANY instal lateen.brae l,g of trusses. 1a TOT.LD. 42.0 PSF SEQN- 85053 A ell en this drawing.r cower page listing this drawing, Indies..acceptances tance of professionengineering ` 44Y14,20 20 t,. r. wwibi l ley solely for the design often. The...Mobility ity end ue.of tri.droving for any err wv..is the pDUR.FAC. 1.15 FROM BB responsibility of the Bei lding Dwlger per AIBI/TPl ,S.a.z. Ro a 8351van2 Circle .�ell Tan e.. Sacramento, Far more information s this job's general notes page and rheas web altar: SPACING 24.0" JREF- 1VWG7175Z02 � a ALPINE:sew.elOineitw.com: TPI s www.tpinst.org:{,ECA: www.sbcindustry.con; ICC:www.iccsafe.org Reimm811 6/80.120♦8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - L3) Top chord 2x4 HF #2 120 mph wind, 23.73 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, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W2, W3 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1,10, CAT II & Pf=21.17 psf. 4X5(R) III � 1.5X4\\\ 1.5X4/// -i- 1‘A91)111111166" 10-1-4 AIAIIIk 0-6-8 0-6-8 3X5 _ 19-1-14 _L = T 3X5T = 3X5= 4X5 B ) 4X5(B2) lc 2' 6-5-7 _L 6-3-9 I_ 6-3-9 6-5-7 8-6-10 �I 8-4-12 8-6-10 12-9-0 I 12-9-0 25-6-0 Over 2 Supports R=1128 U=22 W=5.5" R=1302 U=36 W=5.5" RL=205/-190 Design Crit: 1RC2012/TPI-2007(STD) t�. EO PROOF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'45 D.„A#Ri��`sd1 OR/-/1/-/-/R/- Scale =.25"/Ft. FOLLOW Truss Co lu menu of Oregon 2 ••!ARMING!••REM AND A ALL MMES ON THIS DRAWING!503)357- 118 ••IIFDIRANr•• FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE losTALLERs. �(ry TC LL 25.0 PSF REF R7175- 1127 825 N4ai Ave,Cornelius O 97113 Trusses require.trees care In fabricating, handling. i , installing bracing.sRefer to and`allies Qw �,,.� •1 DL 10.0 PSF DATE 12/09/16 the latest edition of SCSI (Building Component Safety Information, by TPI and RSCA) for safety practices prior to performing have functions. (ached sts scturl Provathie nga and by bracing per SCSI. eUnless notedloattached top curd shall have properly n for pe structural sheathing and bottom chord shall have a properly d per BC DL 7.0 PSF DRW CAUSR7175 16344243 rigid calling. Locations a sappn care. Appy latest restraint t of fats shall have bracing Ihownl abd era ,4 �� sections B3, 87 or BiC, as applicable. Apply plates eachfade of truss.m position as shown above and on 12/09/2016 I rhe Ja ne Data:::, unles:..:ted:mere'':. Rarer w dre.inga 16°A_Z far <arMerd plate po'Iti:rm. BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITw Bu'Iding Compo a Group Inc. shall rat be responsible tar any deviatlon tram this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY I trusses. 13ac TOT.LD. 42.0 PSF SEQN- 85055 seal. l en this drawing or coyer page listing thl.dresing. indicate.acceptance of pfefalernl.ngimering J `LAY 44>2046 lel SII f.ggsIbi I Ity wlely for Un design.Rawl. The=mobility and we of this droving Tor any structure Is the �$e”Tao. DUR.FAC. 1 15 FROM BB w 8351 Ronne Circle gr of the Building Designer per ANSI/TPI 1 8e:.2. Sacramento,CA 95828 For more information see this Job's general nates page and mese web sites: ALPINE: www.alpineitw.cow; TPI:www.tpinst.org;MICA:www.sbctrWustry.com; ICC:www.lccsaf°.org SPACING 24.0" J REF- 1 VWG7 1 75202 Bnnrresl RIAILI9111R. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - FT1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 2X4 III 15 r ' 12-5-10 12-5-10 0-0-4 ,1 1 2X4(D8R)% 2X4111 9-9-12 2 -r- Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TP1-2007(STD) Eo PROF& PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'c 'J strj OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Co> nentsofOregon (503)357-2118 ��.ARNINCI••READ AND FOLLOW ALL NOTES ON THIS DRAWINCI NG FF O TC LL 25.0 PSF - 825 N 4 Ave,Cornelius O 97113 maIrVPTANr FUNISN THIS DIMINO TO ALL CONTRACTORS INCLODINg THE INSTALLBAY. SCh (I REF R7175- 1128 Trusses require extreme are In fabricating, handling, shipping, Installing and bracing. Refer to and follow 83294PE 'y the latest edition of SCSI (BuildingComponent Safety Information, by TPI and NTCA) for sefety practices Prior -Q.a DL 10.0 PSF DATE 12/09/16 o to performing these functions.tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL PSF rigid ceiling. Location show for permanent lateral restrain.of webs shall have bracing installed per B DRW CAUSR7175 16344244 ,4 �� sections 93, 97 or 910, as applicable. Apply plates w each face of truss and position as shown above on 12/09/2016 th.Join Details, dnlesa hatedatherwiaa. Refer td drawings,BgA_Z far standard plata poaitione. BC LL 0.0 PSF CA—ENG PBC/RTT I Alpine. dl vision of lbu Build t Coepm,nnta group Ane. hhell mat be ror for n for any deviation from this OREGON drawing, any failure go build CM truss In conformance with ANSI/TPI ,, or far herdlirg, shipping, c TOT.LD. 42.0 PSF SEQN— 85057 AN ITR COMPANY installation 5 bracing of trusses. A...I en this drafting or moor P.N.listing this dowsing. indicates aoa.ptasee of prof wlenel engineering 4 `'LY 14,20 e 8351 Roma Circle r.epah,.lbl1ity solely for the design Munn. Tho.ultabl l lty and a..of this droving for any structure I.the �i�e����� �� OUR.FAC. :17..05 1FROM BB r..pwslbliity of the Building D..Ign.r per ANSI/TPI 1 S.e.2. V Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE:ww.eipineitw,cw: TPI: wa.tpinst.org:NTCA:w,w.sbcindustry.com: ICC:www.,ccsafe.org SPACING 24.0" J REF- 1 VWG7 1 75202 Ramwwel R/ACH tiFt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - FT2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 4X5= A. 15 III\1 I ,,, Al 5-10-14 I 00+4 O .i . O 0 0 4 2X4(D8R)% 2X4(D8R) 1 4-8-8 I 4-8-8 1 Note: All Plates Are 1.5X4 Except As Shown. PREF Design Crit: IRC2012/TPI-2007(STD) E F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.', '1 Stn. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 '�WtNINGI••READ ND FOLLOW ALL MOTES ON THIS dMWIN6t N�' I FF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I FURNISH THIS DRAWING TO ALL 12RIIRACTORS INCLUDING THE INSTALLERS. ((0 �/ 83294PE 'p �♦ REF R7175- 1129 Trusses require extrema care In fabricating, handling, shipping, Installing and bracing.Refer to end tel 'I f DL 10.0 PSF DATE 12/09/16 the latest edition of BCSI (Building Conponent Safety Information,by TPI and N,CA) for safety practices prior Ilic 7• o performing these Punctfons. `Inatellare shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per B - DRW CAUSR7175 16344245 A �� sections 83. BT or B10, as applicable. Apply Plates to seen face truss and position as shown shave and on 12/09/2016 7:.--..::::::„.7:;.-:::.:::—.:-....::::.:: :.--Decalaa, ansa:;noted ottrorwlse. Rater w 7.---.7:%:°: rawings,soA_z ran standard plate posdtivon. BC LL 0.0 PSF CA—ENG PBC/RTT Alpina division of ITN'Bul thing usspo a group Inshell not Do nor for lbaa far anry ippiation frau this OREGON drawing, any failure g furca the trues in conformance with ANSI/TPI ,, or for handling, shipping, TOT.LD. 42.0 PSF SEQN- 85059 AN ITW COMPANY Imetal aecion 8 brecing or trusses. s A awl en this Mewing or sever pogo hitting this drawing, Indicates mptaee of professional engineering � SLY 14,20v_ 0 responsibility solely Pop the design Meeh. The meltability and w of this drooling far any etruerue le sae �$�"���'t OUR.FAC. 1.1 5 FROM BB in 8351 Rovana Circle regw enalbillty of Building Designer For NISI/TPI I See.2. Sacramento,CA 95828 Far more information see this gab's general nates page and the web s SPACING 24.0" JREF- 1VWG7175Z02 ALPINE:wmw.alpineitw.com; TPI:www.tp song,MICA: www.sbcindustry.c ; ICC:www.iccsafe.org Ronnonaol fU4N1fl1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests tot 7 -- VERIFY VERIFY, OR - FT3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 4X5= 15111111111111111111111115 5rte' 15 1.5X4111 1.5X4111 4-4-3 0-0-4 i 0-0-4 Agaii 2X4(DBRj i 1.5X4 III 1.5X4 III 1.5X4 III 2X4(D8R) 3-5-8 -I- 3-5-8 Design Crit: IRC2012/TPI-2007(STD) 0O PROFFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.0l.'R*� S• OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co anentsofOregon (5031357-1118 a 1ARRMINO1ww READ AND FOLLOW ALL NOTES ON THIS DIMING! dui SNC' � OZ TC LL 25.0 PSF REF R7175— 1130 825 N 4 i Ave,Cornelius OR 97113 esarogTANT. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and fellow ; '. 10, DL 10.0 PSF DATE 12/09/16 the latest edition of SCSI (Building Component Safety Information, by TPI and 87CA) for safety practices priorOR to performing these functions. Installers shell provide temporary bracing par SCSI. Unless noted otherwise. op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16344246 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per ,4��� sections 83, Bl or B4O, as applicable. Apply plates drawings face of truss and positionaas shorn above and on 12/09/2016 I theJoint Details, unless notedotherwise. Referto TaoA_Z forstandardplate positions. BC LL 0.0 PSF CA—ENG PBC/RTT 1 Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this OREGON drawing, any A race go bora m.truss In confarmarnce with ANSI/TPI ,, dr far handling, shipping, C TOT.LD. 42.0 PSF SEAN- 85061 AN ITR COMPANY Installation a bracing of cruses. 111 A anal an this droning or cover page listing thl.drawing. Indic.a...apten..of professions,engineering Iy �tY 14.20 e responsibility solely for hem design nosh. The suitability and we of tills drwing far any.tract..I.the r 8351 Rovana Circle reof the Building Dwlgner per AMS VTPI T Swot. �ee j'w Tao . DUR.FAC. 1 15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:rwa.elpineitw.cam; TPI:w+w.tpinst.urg;NTCA: wwr.sbcinduatry.coe; ICC;www.iccsafe.org Tga.aaa..I AflfIWIIR SPACING 24.0" J REF- 1 VWG7 1 75202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1016217--JT ROTH CONSTRUCTION -Corbin Ests lot 7 -- VERIFY VERIFY, OR - FT4) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 4X5= I 15 ' 15 1.5X4111 1.5X4111 42-13 0- -4 = UlA0-0-4 Aiiiimigii hi ,rj 2X4(D8R)i 1.5X4 III 1.5X4III 1.5X4 III 2X4(D8R) 3-5-8 3-5-8 Design Crit: 1 RC2012/TPI-2007(STD) tiF�E�PRop PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.fO c104F� `1/0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118 eeWARNINGIee READ AND FOLLOW ALL NOTES ON THIS OWING! Z TC LL 25.0 PSF 825 N M Ave,Comehus OR 97113 "I T e' FURNISH THIS DRAnN"D ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE y REF R7175— 1131 Trusses • require extreme emu are in fabricating, handling, shipping, installing and bracing. Refer to end fellow Ce / DL 1 0.0 PSF DATE 12/09/16 the latest edition of (Building Component Safety Information, by Tel and TRCA) for safety practices prior to performing these functions. Installers shall provide tasporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached - rigid ceiling. Loeatiorm shown for perms lateral restraint of webs shall have bracinginstalled per BCSI BC DL 7.0 PSF DRW CAUSR7175 16344247 71 sections B3, 07 or 010, as applicable. Apply plates to each face of trussend position as shown above and on 12/09/20 1 6 tne Joint Details, unless noted of ere me fifer to tlrwl lhoA-Z for stantlartl lata IYfons. Zi �1I "� P °°a BC LL 0.0 PSF CA—ENG PBC/PTT I Al Pine, a divialen of ITR Building Dempementa grainy Ire. shell not be raeponalble ter an,h deviatldn tram this OREGON drawing. any failure to build the truss in conformance with ANSI/T71 1, or for handling, shipping. C TOT.LD. 42.0 PSF SEAN- 85063 AN ITW COMPANY installation 8 bracing of trusses. 13 . A seal en this drwheg or cover peps listing this drawing. Indlestes.eesptenes of pro� 6. .lenel engineering LY 14,20 • The design shown. The suitability ono le.of responsibility solely for till.drww ing far structure le the *sell Tao» OUR.FAC. 1.15 FROM BB ts 8351 Romana Circle responsibility of the Building D..lgner per agisl/SPI 1 Seo.2. _ _ Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:w .alpineite.cp TPI:wew.tpinst,org;MITA:www,sbcindustry,cam: ICC:sew...csafa.erg Renewal 8130/2018 SPACING 24.0" JREF- 1VWG7175Z02 esw Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 _..------- ----.- _....----- — ---- -------- ------- -------..- ------ ------- - ---2x4 Brace Brace (1) 1x4 "L" Brace w (1) 2x4 'L' Brace x (2) 2x4 "L' Brace 0 k (1) 2x6 'L` Brace w (2) 2x6 'L' Brace xi* Bracing Group Species and Grades Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8" 10' 1" 11' 6" 12' 0" 14' 0' 14' 0' 14' 0' 14' 0" Spruce-Pine-Fir Hem-Fir SPF #1 / 42 Standard #2 Stud #3 4' 7' 7' 9" 8' 3' 9' 7' 9' 11" 11' S" 11' 10' 14' 0' 14' 0" 14' 0' 14' 0" #3 Stud #3 Standard 0 — r Stud 4' 7" 7' 8' 8' 2' 9' 7" 9' 11" 11' 5' 9' S" 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0" r Standard 4' 7' 6' 7" 7' 0' 8' 10" 11' 10" 13' 10° 14' 0" 14' 0" 14' 0' Douglas Fir-Larch Southern Pinewww QJ #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 2" 11' 8" 12' 1' 14' 0' 14' 0" 14' 0' 14' 0" #3 #3 SP #2 4' 10" 8' 2' 8' 6' 9' 8' 10' 1" 11' 6" 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard .crDFL #3 4' 8' 7' 0' 7' 5' 9' 3" 9' 11' 11' 5" 11' 11" 14' 0' 14' 0' 14' 0' 14' 0" ' CU D r L 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 B: U r #1 / #2 5' 6" 9' 5' 9' 9' 11' 1' 11' 6" 13' 2" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir SPF #3 5' 3' 9' 3' 9' 9" 10' 11' 11' 4' 13' 0' 13' 7" 14' 0" 14' 0' 14' 0' 14' 0' #1 & Btr L_ U I I� Stud 5' 3" 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0" 14' 0' 14' 0' 41 HF CU O l Standard 5' 3' 8' 1" 8' 7" 10' 10" 11' 4' 13' 0" 13' 7" 14' 0" 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww #1 5' 9" 9' 6' 9' 10' 11' 3' 11' 8' 13' 4" 13' 10' 14' 0" 14' 0" 14' 0' 14' 0" #1 #1 S P #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6" 13' 2' 13' 9" 14' 0" 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1" 11' 0' 11' 5' 13' 1' 13' 8' 14' 0" 14' 0' 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). CU D F L Stud 5' 5" 8' 6' 9' 1' 11' 0" 11' 5" 13' 1" 13' 8" 14' 0` 14' 0" 14' 0" 14' 0" ***For 1o4 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 SPF #1 / #2 6' 1' 10' 4' 10' 8' 12' 2" 12' 8' 13' 2' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C5 S P r #3 5' 9" 10' 2' 10' 7" 12' 0" 12' 6' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' Gable Truss Detail Notes: LD U H F Stud 5' 9" 10' 2' 10' 7" 12' 0" 12' 6' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' Wind Load deflection criterion Is L/240, O 1 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. aj D F L Stud 5' 11" 9' 10' 10' 6" 12' 1" 12' 7° 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' Standard 5' 9" 8' 8" 9' 3' 11' 7' 12' 5' 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" Symm r Attach 'L' braces with (Cd (0,128'x3.0' min) nails 11, About rt_ kable Truss II II 0 )IE For (1) 'V brace: space nails at 2' o.c. �,i F 18" end zones and 4' oc. ails at zones. Diagonal brace option: �� 31E 31EFor (2) 'L" braces: space Halls at 3' o.c. T in 18' end zones and 6' o.c. between zones. vertical length may be � I O doubled when diagonal 18' 'L' bracing must es a minimum . 60% en web brace is used. Connect L r41.44144:0,...: 0 member length. diagonal brace for 335# 'L^ at each end. Max web Br-ace ;� Gable Vertical Plate Sizes total length is 14', �_ �( Vertical Length No Splice 2x4 DF-L #2 or • Less than 4' 0' 104 or 2X3 better diagonal -Il- Greater than 4' 0', but 204 Vertical length shown brace; single 18 less than 11' 6' in table above. I or double cut ' {a 0 • Greater than 11'o6' 3X 45' (as shown) nt 1�t L_f�. _f� ,�1 : 0 f- Refer to common truss design for upper end. LJ LJ 0 u r U I i = 0 N peak, splice, and heel plates. ontinuous Bearing • P�Q /:— / Refer to the Building Designer for conditions Connect diagonal at G_ ` not addressed by this detail. midpoint of vertical web. Refer to chart above for m., py.... ..`,y h. "WARNINQww READ AND FOLLOW ALL NOTES ON THIS DRAWING! CCINPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �c _ REF ASCE7-10-GAB12015 Trusses require extreme core in Fabricating,handling, shipping,Installing and bracing. Refer to and '. DATE 10/01/14 Follow the latest edition of BCSI(Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Chord - DRWG A12015ENC101014 `/----�\ shalt have a properly nttacnetl rlgltl ceNng. Locations shown For permanent to teral restraint of webs /"II )' 11 shall have bracing installed per BCSI sections B3,B7 or 810,as applicable. Apply plates to each face 12/09/2016 / i i f_11--F of truss and position as shown Love and on the Joint Details, unless noted otherwise. Refer to drawings 160w-B for standard plate positions. OREGON AN TW COMPANY Alpine,a division of ITW Building Conponents Group Inc. shall not be responsible for any deviation Prow (29/16�( �j this drawing,any failure to build the truss in conformance with ANSI/TPI 1,ar for handling,shipping, 'A. VLYigr2re MAX. TOT. LD. 60 PSF installation& bracing of trusses. cr V_ A seal on this tlrawing or cover page listing this drawing,indicates acceptance of professional .6 �( engineering responsibility solely for the design shown. The suitability and use of this drawing a '�T For any structure is the responsfbec ty of the Building Designer per ANSI/TPI 1 Set. Tao _ 0 13389Drive Earth City, MO63048 For more information see this job's general notes page these web sites: . MAX. SPACING 24.0" ALPINE: wwwalpineltw.comi TPlwww.pInst.or SBCA: www.sbciustyy.org)ICC: www.iccsafeorg Renewal8/30/2Q� E Le De -tai� � For- Let—in Verticals Gable Truss Plate Sizes Sbouym't O Refer -to appropriate Alpine gable detail for i A minimum plate sizes for vertical studs. 11 \Nil tQRefer -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. S511111111111111\Goble © • Le gi`tn © Example: 2X4111 tYO % 2X4 ' 2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing 111011110.5 Member Member OToe-nail - Or - End-nail • II\ Ai 111\ . r_...„,... ......... .. ...„, © O To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply "T" increase by length (based on appropriate Alpine gable detail), Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical 10d Common (0148"x 3.",min) Nails at 4' o.c. plus length is 14' from -top to bottom chord. (4) nails in the -top and bottom chords, "T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rigid Sheathing Teenaged Nails: 10d Common (0.148'x3",min) Toenails at 4' a.c. plus Web Length Increase w/ „T„ Brace Pil 4 Nails (4) toenails in the top and bottom chords. "P Reinf. "P This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 , Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detail Drawing s Gable Vertical = 24"o.c, SP #3 Truss P g 4' a.c. A11515ENC101014, A12015ENC101014, AI4015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 AI8015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L" Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length,yj 4 Nails A �� =. CeilingO PROp �IT 71i I_ stsj� ..WARNING!:• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF LET-IN VERT ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.Trusses requ!re extreme care in fabricat!ng,handling, sh!pping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA) For safety trAll;"1‘1 DATE 10/01/14 -' practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. -------------- - - - - Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char E T I ""—_"'\ w shall have a properlyattached rigid ceiling. Locations Shown for DRW gi permanent lateral restraint of webs LL Ni 14 �I I 11=F� FI I ofhallt have bracing installed per BCSI sections th, J or BIO, as applicable.noted Applyt plates to each face 12/09/2016 I 1 IIfl', �\Ifl f truss and pasrtins all shown above and on the Joint Details,unless otherwise. I Refer to drawings IGOA-Z For standard plate positions. 12A�t ON Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from ,p AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, SLY14,20 Op- MAX, TOT, LD. 60 PSF installation 6 bracing of trusse 4-n 14,Z' _ A seal on this drawing or cover page listing this drawing,indicates acceptance of professional AT I'TQ engineering responsibility solely for the design shown, The suitability and use of this drawing we A`. OUR, FAC, ANY • for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 13369 Lakefront Drive For more information see this job's Earth City,MO 63045 jo general notes page and these web sites: Renewal 6/3012018 MAX. SPACING 24.0" t. ALPINE! www.alpineitw,comi TPI!www.tp!nsorgl SBCA! w w.sbcindustry.orgi ICC. www.Iccsofe.org ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Resioential Gaole End Wino Bracing Requirements - Stif -Peners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails. to stiffback with 10d box or gun (0,128" x 3", min.) nails @ 6" o.c. 1 I 7 NNX 1 2X4 Blocking nailed to 45° sheathing and 24' Max each truss cTyP1111111111aial' __� I H _—____®-11.011.111111111111111111111111 .M.111111111111111111111111.111.11111.1® III ® . 11111 2X4 DF--L #2 H/2 or better diagonal brace. ill Attach each end X for 560#, ,�` Ill:111 ontinuous Bearing — 2x6 #2 Stiffback attached to each Ep PR0 F 4003ErAf6%1 Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, e..WARNINGNe READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4 at REF- GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' Trusses require extreme core In fabricating,handling, shipping,installing and bracing. Refer to and jelir �, follow the latest edition of BCSI (Building Component Safety Information, by TPI and SHCA) for safety ' �I DATE 10/01/14 i practices prior to performing these functions. Installers shot provide temporary bracing per BCSI. - Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom char• DRWG GABRST101014 "--'—-'- w, shall have o properly attached rigid ceiling. Locations shown for permanent lateral restroint of webs 12/09/2016 /'LI jr_i)-=f� FI I shall hove bracing installed owr SCSI sections t3, B7 or HIO, as applicable. Apply plates to each face / i 'i I�IJ `Ifl of truss and position otl shown above and on the Joint Details,unless notetl otherwise. (� (� Refer to drawings 160A-Z for standard plate positions. •�0�I •`.rON Alpine,o division of ITW Building Components Group Inc, shall not be responsible for any deviation from 13 (Jo:IPPON C AN ITW COMPANY this drawing, any failure to build -the truss In conformance with ANSI/TPI 1, or for handling, shipping, 4 tr14,20� m MAX. TOT. LD. 60 PSF- installation 6 bracing of truss.. $ A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 8e/f a/1 engineering responsibility solely for the design shown. The suitability and use of this drawing 1 IT IP for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389e Earth City, MO t 63045 For more information see this job's genera! notes page and these web sites! Renewal 8/3012018 Earth Clty,M083045 ALPINE; www.alpineitw.cori TPli ww t MAX. SPACING w. pins t.orgl SBCA� www.sbcindustry.orgl IGC wwwAccsofe.org R Reinnorcirg ve -nice S , bsLiLL, Lion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,# �` Apply to either side of web narrow face, ,, Attach with 10d (0.128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: a minimum 80% of web , Air- member length. ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. .111Alternative reinforcement specified in chart below may be conservative. MI For minimum alternative reinforcement, re-run design with appropriate I \/ reinforcement type. /x\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. ii Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (*) Center scab on wide face of web, Apply (1) scab to each face of web. NM A. ' 0 PROFESS 4P aGINe .0O wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,,c) 88294PE 7 TC LL PSF REF CLR S u b s t. wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and follow the Latest edition of BCSI (Building Component Safety Information, by TPI and SOCA) for safety DL PSF DATE 10/01/14 7 \ practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ``� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord C DL PSF DRWG BR CLBSUB1014 LF�� —--�� w" shall have o properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs 12/09/2016 [1 [j 1� 11 fig shall have brocing instolled per BCSI sections B3,B7 or BIO,os applicable. Apply plates to eoch Face - -----"---"- -'--- IILLLLII,I, IILIII\\\\�IIJII f truss and position aw hown above and on the Joint Detail,unless noted otherwise. OREGON BC LL PSF Refer to drawings 160A-Z For standard plate positions. 11V/16^/1C Alpine,o division of ITW Building Components Group Inc, shop not be sponsible For any deviation from a� TOT. LD. PSF AN ITW COMPANY this drawing, ony failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, Cy 14,20 installation & bracing of trusse A seal on this drawing or cover page listing this drawing,inaacates acceptance of professional $Sell Tar engineering responsibility solely for the design shown. The suitability and use of this drawing OUR. FAC. for 13389 Lakefront Drive any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information s e this Job's general notes page and these web sites: Renewal 6/3012018 SPACING u ALPINE' www.alpineitw.coml TPl ewww.tpinst.orgi SOCA. www.sbcindustry.orgi ICC.www.iccsofe.org Piggyoack Detail - ASCE 7-10: 115 mph, 30' Mean Height, Encloseo, Exposure C, Kzt=100 Up to 115 mph wind, 30.00 ft Mean Hgt, ASCE 7-10 Maximum truss spacing Is 24" o.c Enclosed Bldg., locatesd anywhere in roof, Detail Is not applicable If cap supports additional loads such as Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. cupola, steeple, chimney or drag strut loads. Note: Top Chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. se Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0,135"x3.5"). F." Flat Top Chord <= 12' Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135"x3.5"). 12 )IE12" min rigid sheathing overlap (24" continuous length, no joints) with 8d common (0.131"x2.5") Up to 12 V or gun nails in overlap zone spaced at 4" o.c. NE 117,41 or- 111M11 Iiimill Purlin S.a C al fl: = • 1•••••••.•••I..o...eo......IIIIIrr:00°.°°°eee°.°°°...adll111.11111.IIIIIIIIIIIIIIIIMII.IIIIIIIIIIIIIIIIII\ 24" oc Max, / //7 Flat top chord purlins required at both ends and at 24" max o,c spacing in between, 54 °C4 PROFS ,/O ..VARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 083294PE 7 REF PIGGYBACK ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r . Trusses require extreme care in fabricating, handling, shipping, instoning and bracing. Refer to and i'"''--� DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA) for safety proctices prior to performing these functions. Installers shall provide temporary bracing per SCSI. -------------------- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG PB115101014 i ._\ nv shall have a properly ottoched rigid ceiling. Locations shown for permanent lateral restraint of webs 12/09/2016 . shall hove brocing installed per SCSI sections B3, Si or B10, as applicable. Apply plates to each face "—_-__-- -'------_--- —- /a I II )-IIS\ II I $I of truss and position o shown above and on the Joint Details,unless noted otherwise. OREGON ILJ, IIJI VII I Refer to drawings 160A-Z for standard plate positions. �. AN ITW COMPANY thsAlpine,a drawing,ianynof failureWto buildg he trussSnGroup conformanceshall ith ANSI/TPI 1, orresponsible forfor handling shipping,deviation 11from �4f 49/16 rg8� t� Installation 4 bracing of trusse Well���. 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 fir for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13369 Lakefront Drive Renewal 8/30/201 ' Earth City,MO 63045 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.comi TPI: www.tpinst.orgi SBCA. www.sbcindustry.orgi ICC:www.iccsnfe.org SPACING 24.0" L 'iggyoack Detail - ASCE 7-10: 160 mph, 30' Mean Height, Encloseo, Exposure C, Kzt=1,00 160 mph Wind, 3000 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note: Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads. ■■ Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A : Purlin Spacing = 24" o,c, or less Piggyback cap truss slant nailed to all top chord 12 purlin bracing with (2) 16d box nails (0.135`x3.5") and secure top chord with 2x4 #3 grade scab Up to 12 V (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. 4' 2' 4' Attach purlin bracing to the flat top chord ����. @.� using (2) 16d box nails (0135'x3,5"). 2' Ofrt' oQ ,w '�.74i� ��.��� \ / 4��i��,` The top chord #3 grade 2x4 scab may be replaced ����� 1urlir Spacing = ��i� with either of the followings (1) 3X8 Trulox 24' o.c. max plate attached with (8) 0.120'x1.375' nails, (4) into cap TC & (4) into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nails. Notes Nailing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate is acceptable. ends and at 24' max o.c, spacing in between. a In addition, provide connection etail B Purlin Spacing > 24" o.c, with one of the following methods Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails (0.128`x3") at 4' o,c. members. Attach to each face @ 8' o.c. with (4) 0120'x1.375' nails into cap bottom chord and (4) Attach purlin bracing to the flat top chord in base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0,135"x3.5`). staggered 4' o.c. front to back Faces. Up to 12 V APA Rated Gusset 8"x8"x7/16` (min) APA rated sheathing gussets (each face), Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) in cap bottom chord and (4) in base truss top chord. Gussets q 2, 4' may be staggered 4' o.c. Front to back faces. .,,,v0",„..10 © `'5 , 2x4 Vertical Scabs 2' .�✓� pK CINt x R►:li.s 2x4 SPF #2, full chord depth scabs (each face). y� 4p Attach @ 8' o.c. with (6) 10d box nails (0.128'x3") ����� ��i4� per scab, (3) in cap bottom chord and (3) in ..� ,•.; base truss top chord. Scabs may be staggered 4' a.c. front to back faces. —.__._.._._------- -------- —Purlin Spacing Spacing > 28PB Wave Piggyback Plate 24" o.c. max One 28PB wave piggyback plate to each face Full @ 8' o.c. Attach teeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at fabrication. Attach to supporting truss with Depth both ends, purlin spacing > 24" (4) 0.120"x1,375' nails per face per ply. p ♦ ' ' •�► Piggyback plates may be staggered 4' o.c. front Notes If purlins or sheathing are not specified on the flat top of the base �` .s to back faces. ` �+ -------------------------------- — --------- truss, purlins must be installed at 24' o.c. max. and use Detail A. `�'� P�NG0 lra wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI UI /V' 41 "y REF PIGGYBACK wwIHPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (V V 83294PE 9 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and 4w DATE 10/01/14 Follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety ''r / practices prior to performing these functions, Installers shall provide temporary bracing per SCSI. - ------------------ ----Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG PB160101014 %%'- w, shall have a properly attached rigid ceiling. Locations shown For permanent loterol restraint of webs LI. 0—F� n shall hove bracing instolted per SCSI sections 'th B7 or E0., ns applicable. Apply plates to each face 12/0(9/201 N IILI,I J IILJ \lll I f truss and nasi{ion a shaven Shove and on the Joint Details,unless noted otherwise. i Refer to drawings 160A-Z for standard plate positions. 12 laR�,(3() Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from /�J�rID� AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation 4 bracing of trusse </ 41014,20 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 eell Tari • for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. it Earthsty,Lakefront ODrive For more information see this job's general notes page and these web sites. w EerthCity,M083045 ALPINE. www.alpineitw.comi TPI'www.tpinst.orgl SBCA' www.sbcindustry.orgi ICC' www.lccsafe.org Renewal 613W2018 SPACING 24.0" a- X — 19 Frame Details Hip Frame B -' W4X4, Min, • fir----------- -�— • __1. Common 24 — U - ■ Trusses TYP W1,5X3 II ��il�c • Typ, _—_ . M ,I ;;r � • I +iiii�I 8 S' Stepped Hip 11_01.111 01110'• System Trusses II 2x4 Chords 2x4 Purlins •1�+llielli��ll��el`MM_• 11111.111W4.2.1111.8.111181111111111171111 #1 Hip Ili 1 Setback I!1!!E!H!!II1T1Ir . d Sheathed Hip Frame* B -. Bottom Chord W3X4, Min. o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3") W3X4, Min, Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") �/ %nails @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of / BHip Frame jacks to maintain pitch continuity. Section - B * Hip frame lumber is SPF, So, Pine, HF, Coor DFL Standard, Stud grade, or better, 7 See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit, mai Stepped Hip 1 purlins must be intact and properly attached, Setback System Trusses I Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Struc is must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To m ins. `y. G%NEF s�O wwWARNINGlww READ AND FOLLOW ALL NOTES ON THIS DRAWING{ 83294PE p REF HIP FRAME wOINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme core in fabricating, handling, shipping,installing and bracing. Refer- to and it.'" follow the latest edition of BCS[ (Building Component Safety Information,by TPI and SBCA) For safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord 12/09/2016 DRWG HIPFRAME1014 `� w. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /a �IFFFIII IIF��� FI shall hove bracing installed per BCSI sections 03, B7 or 010, as applicable. Apply plates to each face -"-- I ))JII�\ II I I F {rues and position o hown nbove and on {he Joint Detniis,unless noted otherwise. OREGON ILI, IIJI \V\.II I Refer to drawings 160A-Z For standard plate positions. /�C h AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible For any deviation from �y V 0 w► this drawing,soy failure to build the truss In conformance with ANSI/TPI I,or for handling, shipping, 14.1 tco in tallotion I. bracing of truest A seal on this drawing or cover page listing this drowing,indicates acceptance of professional �e"Tar engineering responsibility solely for the design shown. The suitobkity and use of this drawing ir 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For re Information s e this job's general notes page and these web sites: Renewal 6130120'18 • ALPINE, w w.atpineitw.comi TPI ewww.tpinst.orgi SBCA,www.sbcindustry.org,ICC. www.iccsafe.org A.