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lav-FA1cvUo-p foNS i ..,T% C $7?-vice -0o LJ ,J,7- 11 (1 do ' / 2 Sw � /c c5'Cc.) ` ' 1 I ', 4. ASF RECEIVE 6c,q-L4 /"/-- `a' ,,,0` ,1( N 13 2016 d7- LSJ g??I c5'4 CITY OF TIGARD /7/04,5e" 3a4/01i1,/ ‘, G/b BUILDING DIVISION /LL ?4"). __ .• . / 2.--:Z..2 117 '1----- z f Nq 1 /z:11 ,i_T too l''' 1 E i! f\ j/d cOti j 1 CITY OF TIGARD Approved by Planning zt/7� Date: 4I 1 fins Initials: - 1 9 Cay:r ` art C�/( j t/F : >, _ rY,f 3/f({^"''t it. �' � - �/ / k tZ7fl 4 RECEIVED JUN 13 2016 CITY OF TIGARD BUILDING DIVISION VERIFY EXACT LOCATION OF 4X4 SKYLIGHT - oa) a —17 m= m R m m R H J �"rn R1 1 m 1 '1' ` a -. --ten• a)m�-' CO m ; N RI 1 m m 1 RI p, z N R2 I 1 R2 q ' N N 1 1 R? m o T n r ~ i iPGi i II FTS 1 1 i r -H .. NG M CO I r. I L a 1 a m0 I-I M .0 lazi, _ N I 2�l 0 r O 111111%.111111%. I N HAND FRAME HIP OVERLAY - -- B SGE m C N 33 o7 3 iEl� r ---- 81 -� - O fT1 ° �� B3 i' 82 -0—1 m �o � . \ i-oM —I C ;�.�•,11�� a ni , Ml 1 s : < cn iiIl. • V r �U3 iMrr r ., , , J3 f_ ' (f) 010 r 82 i • LI -•- _ G R 8 SGE I— �f m m 5, d.:. \ - - N z 0 SKYLIGHT HAS NO FLARES LEFT/RIGHT OR TOP/BOTTOM SQUARE CHASE DUE TO THE CALL OUT FOR GIRDERS AT ALL SIDES OF THE SKYLIGHT ! I- o Customer: PARR LUMBER-HILLSBORO 1/ m o Desc. : Windwood lot 2 OlsenWoods o 0 co ADDRESS: VERIFY rAuss m o z Designed by: BILLY BREESE I- z CO o _.... 0 N •• w•',X::'i;;$`•b";�..r ..... rig;..�nr., Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page] of 1 Document ID:1 VR87175Z0403162048 Truss Fabricator: Truss Components of Oregon Job Identification: 0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY Model Code: I RC D PROAF Truss Criteria: I RC2012/TPI-2007(STD) c,./0 "'��. Engineering Software: Alpine proprietary truss analysis software. Version 16.01. '' 146ss 9 Truss Design Loads: Roof - 42 PSF @ 1.15 Duration Floor - N/A ..firip , �, Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1 FC 7.198% Q5v 1. Determination as to the suitability of these truss components for the NNW.CW structure is the responsi bi I i ty of the building designer/engineer of Renews:12/31/2017 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-12015EC1-GBLLETIN-GABRST10-HI PFRAME- Submitted by CWC 16:19:26 06-03-2016 Reviewer: CWC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 31388--NG 16155211 06/03/16 39 31426--G1 16155192 06/03/16 2 31389--N 16155224 06/03/16 40 31427--D 16155193 06/03/16 3 31390--JG 16155225 06/03/16 41 31428--D1 16155194 06/03/16 4 31391--J 16155226 06/03/16 42 31429--C 16155195 06/03/16 5 31392--J1 16155227 06/03/16 43 31430--C1 16155196 06/03/16 6 31393--J2 16155212 06/03/16 44 31431--SGE 16155197 06/03/16 7 31394--J3 16155213 06/03/16 45 31432--S 16155198 06/03/16 8 31395--J3G 16155214 06/03/16 46 31433--A 16155199 06/03/16 9 31396--K3G 16155215 06/03/16 47 31434--A1 16155200 06/03/16 10 31397--K3 16155216 06/03/16 48 31435--A2 16155201 06/03/16 11 31398--K2 16155217 06/03/16 49 31436--A3 16155202 06/03/16 12 31399--K1 16155218 06/03/16 50 31437--A4 16155203 06/03/16 13 31400--K 16155219 06/03/16 51 31438--FT1 16155204 06/03/16 14 31401--KG 16155220 06/03/16 52 31439--FT2 16155205 06/03/16 15 31402--IG 16155174 06/03/16 53 31440--R1 16155206 06/03/16 16 31403--I 16155175 06/03/16 54 31441--R2 16155207 06/03/16 17 31404--HG 16155171 06/03/16 55 31442--R5 16155208 06/03/16 18 31405--H 16155172 06/03/16 56 31443--R4 16155209 06/03/16 19 31406--QGE 16155221 06/03/16 57 31444--R3 16155210 06/03/16 20 31407--0 16155222 06/03/16 21 31408--PG 16155176 06/03/16 22 31409--P 16155177 06/03/16 23 31410--L 16155178 06/03/16 24 31411--L1 16155179 06/03/16 25 31412--OG 16155180 06/03/16 26 31413--0 16155181 06/03/16 27 31414--RG 16155173 06/03/16 28 31415--B 16155223 06/03/16 29 31416-41 16155182 06/03/16 30 31417--B2 16155183 06/03/16 31 31418--B3 16155184 06/03/16 32 31419--E 16155185 06/03/16 33 31420--E1 16155186 06/03/16 34 31421--E2 16155187 06/03/16 35 31422--E3 16155188 06/03/16 36 31423--M 16155189 06/03/16 37 31424-41 16155190 06/03/16 38 31425--G 16155191 06/03/16 (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- VERIFY VERI FY, OR - NG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bott chord 2x4 HF Ss#2 :T2 2x4 HF #1&Bet. : 2 COMPLETE TRUSSES REQUI RED I Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Special loads Top Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15Bot Chord: 1 Row @ 8.25" o.c. TC- From 71 p f at -2.00 to 71 p f at 7.94 Webss1 Row @ 4" o.c. Use equal spaci ng bdtsplrows and stagger nails TC- From 36 p fat 7.94 to 36 p fat 24.56 i TC- From 71 p f at 24.56 to 71 p f at 34.50 n each row to aofid spli tti ng. BC- From 4 p f at -2.00 to 4 p f at 0.00 g Ino. quisparidg of ren s errbeadicul ngsar and paralI to BC- From 7 p fat 0.00 to 7 p fat 32.50 grain requi red i n area over bearings greater than 4" BC- From 4 p f at 32.50 to 4 p f at 34.50 120 mph wind, 20. 16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- 357.00 I b Conc. Load at 7.89,24.61 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 106.99 I b Conc. Load at 2.00,30.50 DL=4.2 psf. BC- 111.39 I b Conc. Load at 4.00,28.50 BC- 116.58 I b Conc. Load at 6.00,26.50 Wi nd I oads and reacti ons based on MWFRS. BC- 309.20 I b Conc. Load at 8.00,10.00,12.00,14.00 16.00,16.50,18.50,20.50,22.50,24.50 In lieu of structural panels use purl i ns to brace al I 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 JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 6] W1.5X4 S 2.75 [10] W4X5 2.25 R 1.50 [16] W3X10 3.75 R 1.50 [20] W1.5X4 S 2.75 5X7= 3X5= 1. 5X4 111 5X7= T2 a 4 0-5-4 r 4 0-5-4 3-1-0 I. III '� :,:111141%4 +18-8-12 I 3X10(A1)= 1. 5X4[6] III 4X5[10]= 3X10[16]= 1.5X4[20] III �2 H0508= 3X10(A1) Fc 7-11-4 + 5-5-15 + 5-7-11 5-5-15 + 7-11-4 7-11-4 I 16-7-8 7-11-4 I 32-6-0 Over 2 Supports R=3362 U=258 W=5.5" R=3362 U=258 W=5.5" PLT TYP. 20 Gauge HS,Wave Desi gn Cri t: I RC2012/TPI 007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 A �r ORF QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI••READ AND FOLLOW I_L NOTES ON TRIS 1:=1 NGI 825 N 4th Ave,Cornelius OR 97113 YPDRTANT•• Fuwlsx TRIS DRawIND Tn ALL coxlRacroRs INCLUDING TRE INSTALLERS. TC LL 25.0 PSF 31388 Trusses regal re extreme care I n fabri cat;ng, handling, shi pp;ng, i nstal I I ng and brae,ng. Refer to and fel I ow C F� REF R7175- the latest edition of BCSI (Bu;l ding Component Safety Informed on, by TPI and lSTCA)for safety practices prior n to Performing these functions Installers shall pro..;de temporary bracing per BCSI unless noted otherwise, 14659 9 TC DL 1 0.0 PSF DATE 06/03/16 41116., top chord shall have properly attached structural sheath)ng and bottom chord shall have a roper) attached r;gid ce;ling Ectad ons shown for permanent lateral rostra(nt of webs shall have bracing installed per BCSI I �. 7.0 PSF sections 83, B7 or B10, as applicable. Apply plates to each face of truss and poli tl on as shown above o �] 1F I A I n BC DLDRW CAUSR7175 16155211 I `' I i the Joint Details, unless noTetl otherwise. Refer to drawings 160A-Z for standartl plate positions. V I AI pi noel a di vi i en of,t>r Bn; ding compo,ant,Droup;nc. hhal not be responsi bl noel for any dpoi at;on from BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fai I are to bul d the t conformance wl th ANSI/TPI 1, or for handl i ng, shi epi ng, AN ITW COMPANY i nsta,I au on A brat;ng of tresses. runs;n c r • eael B.,rule arealnp er cover peps Ilstlnp this ares)np, Indicet.s etee t.nB.of rehssicowl .npineerInp .9 �fC•Zt 191,9 �,' TOT. LD. 42.0 PSF SEAN- 46181 s1 bl I I ty sol e1 y for the deal gn sheet-.. The Sul ta011 I ty end use of thl s drawl np for any structure I s the �� 8351 Rovana Cvcle respons y of the Bul ldi ng Designer per ANSI/TPl 1 Seca. f4Nwr GHAQQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see tbt s)ob•s general notes page and these web sl tes: ALPI NE: wow.al pi eel to.con: TPI: www.tpi nst.org; WTCA: www.sbci ndustry.cow !Cr: www.I @@safe.org SPAC I NG 24.Q" Renews:12/31/2017 JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 01 senWOods -- VERIFY VERT FY, OR - N) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 20.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC " OC. desiiige 24" OC. and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. faortior meets oad6live and L/240 total load. Creep increase i factor for dead load s 1.50. Truss desi gned for unbal anced snow I oad 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 [15] W3X7 S 1.25 5X7= 1. 5X4111 5X7= 1. 5X4 T2 1. 5X4 4 ,- 0-5-4 4 I ! 0_5_4 3-9-0 .._— 1 4X5= :\ 18-8-12 5X5(A1)= 3X5= 3X5= T 3X7[15]-a---- 5X5(81) 12' I-. 2' 5-2-9 9-111-4 4-8-11 6-3-12 6-3-12 4-8-11 _ b-3-12 m 6-3-12 m 9 11-4 5-2-9 I. 9-11-4 ,1, 12-7-8 ,I, 9-11-4 J I< 32-6-0 Over 2 Supports J R=1533 U=72 W=5.5" 'I R=1533 U=72 W=5.5" RL=50/-50 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. Truss Components of Oregon (503)357-2118 **WARN,NGI**READANDFOLLOWALLNOTESONTHISDRAININGI TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. 825 N4thAve,Cornelius OR97f]3 **IBPORTANr•• FURNISH THIS DRANO NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS, `C��1t. '�'— -� TC LL 25.0 PSF REF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow V� R7175- 31389 the latest edition of BCSI (Building Component Safety Informed on, by TPI and WnCA) for safety practices prl or to performing these functions. Installers,hall provide temporary bracing per BCSI. Unless noted otherwise, 82C. 14659 9 TC DL 10.0 PSF DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedr. rigitl ceiling. LOcations shown for permanent lateral restraint 000009 shall have bracing ins talle9 per BCSI 1 BC DL .4 r n se ti ons B3, BJ or B10 as aoppl i cabl e. Apply plates to each face of truss and poli ti on a shown above and on W / ' 7.0 PSF DRW CAUSR7175 16155224 II [ill I the Joint Details, unless noted otherwise. Refer to drawings 1608-Z for standard plate poli LI ons. I AI pi ne, a di vi si on of I TW Hui l di ng Components Group Inc. shall net be responsi bl a for any deoi au on from thi sBC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Dal l tire to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shi ppin — AN ITW COMPANY i nstal I ati on x bracing of trusses. g, v Aa«I on thla Brest;cif:::�,,./...t.::IINtI ng Tess::-09, I,rdl qt.a sees tua:e or rohsal wlsl .091 nae ID, 90 'FC.7t As9A �k�' TOT. LD. 42.0 PSF SEAN- 46183 pons bill ty solelr the slpNn. abillty and use 0f this dreWrq for any structure Is the 8351 RovanaCvcle responslblllty of the Dui 1ding Designer per ANSI/TN 1 Sec.Y, Op", GVI DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more' s nformati on e thi s)ob.s general notes page and these web sl tes, ALPINE, www.al pi neltw.eom, TPI i www tpl not.erg; WTCA: www.sbci ndustry com, ICC' www,ccsafe.erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - JG) Top chord 2x4 HF #2 Special Ioads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15 Webs 2x4 HF Std/Stud TC- From 71 p f at -2.00 to 71 p f at 7.94 TC- From 71 p f at 7.94 to 71 p f at 20.56 120 mph wi nd, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 p f at 20.56 to 71 p f at 30.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 p fat -2.00 to 4 p f at 0.00 DL=4.2 psf. BC- From 7 p f at 0.00 to 7 p f at 8.00 BC- From 14 p f at 8.00 to 14 p f at 28.50 Wind loads and reacti ons based on MWFRS. BC- From 4 p f at 28.50 to 4 p f at 30.50 PLT- 357.00 I b Conc. Load at ( 7.89,23.76) In Iieu of structural panels use purlins to brace all flat TC c 24" PLB- 106.99 Ib Conc. Load at ( 2.00,20.77) OC. PLB- 111.39 I b Conc. Load at ( 4.00,20.77) PLB- 116.58 I b Conc. Load at ( 6.00,20.77 Bottom chord checked for 10.00 psf non-concurrent bottom chord live PLB- 309.20 Ib Conc. Load at ( 8.00,20.77 Ioad applied per IRC-12 section 301.5. Defl on ve Thi s truss i s not symmeterci al and must be i nstal I ed as shown. factortfor deadsIoad6is11.50and L/240 total load. Creep increase 4X5(R) III 3X5= 3X5= 5X7= 4 0-5-4A1 ..... Allhhi.... filki 3-1-0 1 _ 0-5-4 „ T 4L T -' = 0-8-12 4X5% 4X5= 3X5= 1. 5X4 3X5(A1)= 3X5= 3X5(A1) 3X5= 2' 8-6-0 >Ic 20-0-0 2' >i 7-11-4 J, 4-2-10 J, 4-2-7 J_ 4-2-7 7-11-4 I' 3-11-2 -I- 4-9-10 n 5-6-4 -i- 5-6-4 i` 4-9-10 _i_ 3-11-2 7-11-4 12-7-8 7-11-4 l< 28-6-0 Over 3 Supports >f R=565 U=57 W=5.5" R=2383 U=164 W=5.5" R=866 U=89 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%D(0%)/4(0) 16.01.00. e -ip Ir..OF� TC LL 25.0 PSF'TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!•* READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 '•IIPDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 31390 Trusses require extreme care in fabrl cats ng, handling, shipping, installing and bracing. Refer to and follow , the latest em ti on of BCSI (Building Component safety Information, by T111 and ARCA) for safety practi cos prior fZP 14659 k%."14. • TC DL 10.0 PSF DATE 06/03/16 to performing these functions. I nstal I ers shall provide temporary bracing per BCSI Unlessnoted otherwi se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi a cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bracing installed per BCSI L,.1 BC DL 7.0 PSF DRW CAUSR71 75 16155225 Ail O`� n sections B3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on II L J I the Joint Details, unless noted otherwise. Refer to drawl ngs 1b0A-Z for standartl plate posh tions. BC I Alpine, a tliv' ion of ITW Building Components Group Inc. sM1all not be respond ble for any deviation from this e,_ a LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl I ng, shipping, AN ITW COMPANY i nstall ani on R bract ng of trusses. V . A seal on this drawl ng or cover peps 11stlno this drool ng, Indlcotes acceptance of professional anal nearing 9 •Fi!7 1g�9 Q(4 TOT. LD. 42.0 PSF SEON- 46135 respond bill ty solely for the design shown. The sultabl Il ty and use of this drawing for any structure Is the / 8151 RovanaCiecle rooponol bill ty of the BulIdlrg Des1goer per ANSI/TPI 1 See.2. Ii 4Nw.C ,__ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see thl s job•s general notes page and these web sites: SPACI NG 24.0" J RE F- 1 VR8 7 1 75204 ALPI NF: www.al pi tel 1w.corn, e TPI www.tpl est.org, aTCAA: wow.sbci ndustry.coo; ICC.. www.I ccoafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- VERIFY VERI FY, OR - J) Top chord 2x4 HF #2 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. ddWesidi gnoads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. faectior meets L/360Iive and L/240 total I oad. Creep i ncrease ifactor for dead load s 1.50. 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 Thi s truss i s not symmeterci al and must be installed as shown. [15] W3X7 1.25 R 1.25 5X5= 1. 5X4111 4X5(R) III 1. 5X4 9 1. 51 =====< 4 a — 0-5-4 � 3-9-0 , 0-5-4 li T 3X5--- T 0-8-12 3X5(A1)= 3X5----- 3X5= 3X7[15]= 3X5(A1) 1< 2' >l< 8-6-0 >i< 20-0-0 2' L 5-2-9 J_ 4-8-11 I' _ _L 4-3-12 � 4-3-12 _I 4-8-11 J_ 5-2-9 8-8-12 I— 5-6-4 5-6-4 .i_ 8-8-12 I, 9-11-4 .1 8-7-8 kLL ,I, 9-11-4 J 28-6-0 Over 3 Supports R=390 U=21 W=5.5" RL=49/-49 R=1550 U=123 W=5.5" R=940 U=69 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. , ) r. Truss Components Oregon 003)357-2118 "WARNINGIe'READ AND FOLLOW ALL NOTES ON THIS DRAWING! 04 TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. 825N4thAve,ofOreus OR 97113 "IIpaRTurr" FDRNRSH THIS DRAWING To ALL CONTRACTORS IxcLwlxG HE INSTALLERS TC LL 25.0 PSF REF Trusses require extreme care In fabricating, handling, shipping, instal l;ng and bracing. Refer to and follow R7175- 31391 he late t etlitlnn of BCSI cBpllding Component Safety Infnrmatien, by TPI and wrpr3 for safety <y TC DL to performing these functi ons B I nstal l ens shall provi de tem o ted oothes pre or �/' 14659�Y 'y 10.0 PSF DATE 06/03/16 IF top chord shall have properly attached structural sheathing and tlbottomcchordeshalll have"aeps noted ttacde. (� ri gitl ceiling. Locations shown for permanent lateral restral nt of webs shall have braci ng nstalledper SCSI t• sect;ons 133, 6> attached J or B10, as applicable. Apply plates to each face of truss A it L=4 = 4 I I and pnsi ti on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16155226 II I v I the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate pnsi Ti ons. I draw;,e. a y fel I en of I Tw Be; di ng truss i recon oroup I ne. ,hal ,,o be rorfori bl a for any i Dpi at;on from ts,. BC LL 0.0 PSF CA-ENG CWC/CWC AN ITB 9. any fol I ure to bul d the truss I n conformance with ANSI/TPI 1, or for handl 1 ng, chi I ng, e:' -e' COMPANY i nstal 1 atI on F bracing of trusses PP r rA ossison iiia drawl eg or cover page Ilatlnp this drawl ng, Indlutas acceptance or rohsalanal arglnaerl9 'Et 7 1,989 Q� TOT. LD. 42.0 PSF SEAN- 46137 y sol el y for the dell gn sham. The sul tabl l I ty and use of thl s drawl ng for any structure I s nghe / Q 8351 RovanaCircle responslblllty of the Building Designer per ANSI/TPI 1 See.2. S�/qNW.GNA OUR. FAC. 1. 15 FROM BB sacramerlro,CA 95828 For more I nformati on see tnl s J ob•s general notes ALPINE: www.al pl mei tw.con: TPI: www.t Inst. www page and these web sites: erg: PICA .sbciudustry I CC www iccsafe erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - J1) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd I oads and reacti ons based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ioad applied per IRC-12 section 301.5. factor for dead Ioad i s 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. This truss is not symmetercial and must be installed as shown. 4X5(R) III 5X5 - 1.5X4 X5=1.5X4@ 1. 5X4 4 r \/ 0-5-4 _ kt- 4 4-5-0 0-5-4 T 20-8-12 1 3X5= T 3X5(A1)----- 3X5= 3X5= 3X5 ---- 3X5(A1) L 2' 8-6-0I>< 20-0-0 ..:-.-1---a-2' 5-11-10 j_ 5-11-10 ., 4-7-8 3 3 - . 1 _ 5-11-10 8-8-12 -1 — 5-6-4 �� 5-8-7 5-6-4I- 8-8-12 '1 I, 11-11-4 ,I, 4-7-8 ,I— 11-11-4 J ' 28-6-0 Over 3 Supports R=377 U=25 W=5.5" R=959 U=73 W=5.5" RL=56/-56 R=1561 U=122 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1.,x,.0 8RppF Y: 1 OR/-/1/-/ /R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI.8 READ AND FOLLOW ALL NOTES ON THIS DRARI NG! 825 N 4th Ave,Cornelius OR 97113 I NpoRrANr» ruRNI SH 7X15 DRANI NG 70 ALL CONTRACTORS I NCLWI NG THE INSTALLERS. t.� ��� TC LL 25.0 PSF REF R7175- 31392 Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ��2 _ the Iatest tion of BCSI (Building Component safety Information, by TPI and WTCA) for safety practice=prier 14659 9 TC DL 10.0 PSF DATE 06/03/16 to Perform;ng these font;ons. Installers shall Prov;de temporary bracing per BCSI. Unl essnnoted otherwise, ,dighhk top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for I BC DL Te ecti ons B3, e7 or B10, a Permanent lateral o each nt of webs shat have bracing notal ed per BC51 7.0 PSF DRW CAUSR7175 16155227 A t7 I OJ[1 NI; thI aoted cable Apply plates to each face of trussandposition as shown above and on — I'll L the Jol nt Dotal is, unless noted otM1erwi se. Refer to drawings 160A-Z for standard plate posi tl ons. pine. a division of ITV Bantling Components Group Inc hall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss in conformance wl tM1 ANSI/TPI 1, or for M1andling, shl ppl ng, 1 AN ITWCOMPANY inatallatlnn a bracing of tr„sses 9/ '' C T 1g6AQd TOT. LD. 42.0 PSF SEON- 46139 A seal on this drawl ng or Cover papa I I stl n9 SRI s drawl ng, 1 MI Utes eeeeptanu of profess'anal en91 Merl ng reaponsl b'II ty sol el y for the design shawl. The sul tab'1 I ty and use of thl s drawl ng for any structure I s the 8351 Rovana Circle respons'til I I ty of the Sul I di nit Desi 9Mr per ANSI/1pl 1 sec,2. FstiiiqN W Cv.— DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformati on see this j ob.s general notes page and these web sites: ALPINE: www.alpine'tw.corn, TPI: www.tpimat.org, wrGAA: www.sbclndnstry.cony iICC: www.,ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- VERIFY VERI FY, OR - J2) Top chord 2x4 HF #2 :T1 2x4 HF #1&Bet. : 120 mph wind, 23.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. (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 wi th 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. desi gn. In lieu of structural panels use purlins to brace alI flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, factor for dead I oad i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. O 6X6= 4X5(R) III 1. 5X4 ��• 1. 5X4 lir 4. �4.' Aiiiiiikik....,4 5-1-0 0-5-4 �� _+� 0-5-4 NM 3X5- - 20- -12 3X5(A1)-- 3X5= 3X5--- T 3X5= 3X5(A1) Lc 8-6-0 >1c 20-0-0 >i< 2' 6-11-10 i 6-11-10 I a ' 6-11-10 _ 6111-10 8-8-12 �1 5-2-8 I' 5-10-0 i 8-8-12 13-11-4 0-7-8 L J-J LL — 13-11-4 J r' 28-6-0 Over 3 Supports J R=268 U=14 W=5.5" =8 RL=54/-53 R=1620 U=111 W=5.5" R=1006 U=81 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 e•WARNI NGI*• ON READ AND FOLLOW ALL NOTES THIS DRAWING! t� 825N4th Ave,Cornelius OR 97113 •9',PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` OAF TC LL 25.0 PSF REF R7175- 31393 Trusses require extreme care In fabri cati ng, handling, shl ppl ng, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by Tel and ARCA) for safety practices prior F TC DL 1 0.0 PSF DATE ,. to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, e 14659 "9 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Q. 5" rigid ceiling. Locations shown for permanent Iateral restraint of webs shall have bracing instalIed per BCSI 7,0 PSF ,4 �O`� e it ons BB B]or Un0 as appl oabl a Apply plates to each face of trussandpoli it on as shown above and on . 1 BC DL DRW CAUSR7175 16155212 J I he Jol nt Details, less noted therwi se Refer to tlrawi ngs 160A-Z for standard plate positions I dAll pi rawl ne, a division of ITV Bui ldi ng Components Group Inc. shall not be responsi hie for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN!TW g, any fel lure to but Id the truss In conformance with ANSI/TPI 1, or for handling, shipping, • -/ COMPANY i nstal I ati on h bracing of trusses. A.0lselthddole, in ;az rnerppag 1 Ing mit drOOnil, Iodic t.e'o` e"drRo n.00r'am tr t1fr:*„ a•nhe }QFC 7,t9aa Ee TOT. LD. 42.0 PSF SEON- 46144 8357 RooaeaCircle �94w.C�A i responslbillty of the aIIIIdi g Mini per ANSI 1 Sec.2. �/,Ise OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nfor�atl on see tni s b•os general notes page and these web sites �I V ALPINE: www.al pi nein;tw.coTPI:aww.TO nut org: VTCA: www.sbctndostry.com; ICC: www.I ccsafe.org SPACI NG 24.0" J RE F- 1 VR8 7 1 75Z04 Renews:12/31/2017 (0616032--PARR LUMBER—HI LLSBORO —Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR — J3) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live desi gn. Ioad applied per I RC-12 secti on 301.5. Ri ght end verti cal not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [16] W4X5 3.50 R 1.50 [20] W3X5 S 2.75 1. 5X4 III 5X10= T 4,/ 3X5 1. 5X4 4 0-5-4 7_2_4 /IIIIIIII/IIP 1 0-8-12 T 3X7(81)= 2-0-0 2-5- i U r 1.5X4 III +18-8-12 3X10= 4X5[16]= 3X5[20] III 6X10= L2-0-0>j L f 4-5-15 8 6 4-1-13 5-7-4 T 7-1-8 < 7-1-8 14-3-0 7-1-8 _I_ 14-3-0 8-6-0 20-0-0 28-6-0 Over 2 Supports R=1213 U=92 W=5.5" RL=55/-53 R=1362 U=114 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 _ QTY:9 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon ((503)357-_>118 "WARN]NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAM NG! 1• 825N4th Ave,Cornelius OR97113 ••]]PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOING THE INSTALLERS. �� F TC LL 25.0 PSF REF R7175 31394 Trusses regul re extreme care In fabri Gating, handling, shl ppi ng, Installing and bracing. Refer to and follow ,``I�� the I atest WI ti on of BCS] Bul I di ng component safety I nformatl on, by TPI and'MCA) for safety practices prl or Vv �e TC DL 1 0.0 PSF DATE to performing these functl ons. Installers shall provide temporary bracing per BCS]. Unless noted otherwise, 1 485 9�9 06/03/16 top chord sha11 have properly attached structural sheathing and bottom chord shall have a properly attached ..,_,GI r rigid ceiling. Locations shown for permanent Iateral restraint of webs shall have bracing installed per BCS] BC DL 7.0 0 PS F ,4 r O�� I I T. Seel ti ons B3, BE or 810, as appl 1 Gobi e. Apply plates to each face of truss and poll tion as shown above and on ..„01....L.,,,,,1, DRW CAUSR7175 16155213 II L the Jot nt Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions. pine. a division of ITW BW Idirg Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fallure to bui Id the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, e.. -.e.. AN ITW COMPANY i nstal I ati on s braci ng of trusses. A�ssa on tole drawl ng or cover paps heti ng thin drawing, Indl ales acceptance of profesal Waal engineering 'f 9�g1 TOT. LD. 42.0 PSF SEAN- 46146 Pond bl l l ty sal ely for the des,gn shoes. The owl tabl II ty and use of this drawl ng for any structure Is the /_[W C 7. Q� 8351 Rovana Circle res0ansl bill ty of the Bad I ding Reel gner per ANSI/TPI 1 Sec.2. N,', w %„ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more l nformatl on see thi s J ob•s general notes page and these web sl tes: ��W�.G�P ALPINE. www.al pi mei tw.com; TPI: www.tpi nst.org; eTCA: wore sbci ndustry.coo; ice' www.I ccsafe.erg SPACI NG 24.0" J RE F- 1 VR87175204 Ronawe•1201/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 Ol senWoods -- VERIFY VERIFY, OR - J3G) Top chord 2x4 HF #1&Bet. Special loads Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet. : (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2, W4, W7 2x4 HF #2: TC- From 71 plf at 0.00 to 71 plf at 14.25 :W3, W9 2x4 DF-L Std/Stud: :W5 2x6 HF #2: TC- From 71 plf at 14.25 to 71 plf at 30.50 BC- From 14 pl f at 0.00 to 14 pl f at 8.50 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 8.50 to 14 plf at 28.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 plf at 28.50 to 4 plf at 30.50 DL=4.2 psf. BC- 365.82 I b Conc. Load at 9.23 BC- 492.14 I b Conc. Load at 13.35 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. chord ch00no Deflection meets L/360 Iive and L/240 total load. Creep increase IIoadom applied percked IRC-12rsecctionpsf 301.5n-concurrent bottom chord live factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 9] W3X5 S 3.00 [15] W3X10 1.75 R 1.25 [17] W3X10 S 1.25 1. 5X4 III 6X10= ylia. T 1. 5X4 3X5 0-5-4 W7 4 5X5(R) 1 (a) 7-2-4 �S . 3X3"-- - W9losiosiiiii0-8-12 f 3X10(B1)= 2-0-0 W3 2-5-4 I : B2 " 18-8-12 i J_ 6X12= 3X10[17]= 3X5111 3X5[9] III 3X10[15]= 0_-o- 4-5-15O 4-1-13 _ 5-7-4 7-1-8 7-1-8 8-6-0 5-9-0 + 7-1-8 + 7-1-8 14-3-0 -I- 14-3-0 8-6-0 I - 20-0-0 28-6-0 Over 2 Supports R=1725 U=155 W=5.5" R=1709 U=171 W=5.5" Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . ,• QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (5031(357-'118 **WARM NGI e.READ AND FOLLOW ALL NOTES ON THIS DRAWING! 401 .OFF 825 N 4th Ave,Cornelius OR 97113 "I WPORTART'• FURNISH T111 S DRAWING TO ALL CONTRACTORS I NCLUDI NO THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31395 Trusses regal re extreme care In fabricating, handling, shipping, Install l ng and bracing. Refer to and follow the Iatest di ti on of BCS! (Building Component Safety Information, by TPI and WICA) for safety practices prior O l-�" TC DL 1 0.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, er4 1 48 59 -r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` �. ri gid cei I i ng. Locatl ons shown for permanent 1 ateral restr int of webs shat I have brad ng i nstal I ed per BCSI BC DL 7.0 PSF" DRW CAUSR71 75 16155214 ,4 r O�O Te recti Ons 83, BT or B10, as applicable. Apply plates to each face of truss and posi ti on as shown above and on „ II L. A116I he Joint Details, unless noted othe wl se Refer to tlrawi ngs 160A-2 for standard plate positions. I Alpine, a divlslon of ITR Building components croup Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fal I are to bui 1d the truss in conformance wl th ANSI/TPI 1, Or for handl I ng, shl poi ng, •:�. e! AN ITW COMPANY I nstal I ati on 5 brad ng of trusses. e% TOT. LD. 42.0 PSF SEON- 46177 A�seel on MI a drawl ng or cover pegs I I all ng thl s drew ng, I Mil ales acceptance of profess'onel sngl need /� f �9 a� posi DI I I ty sol el y for the design shorn. The Sul tab!1 I ty and use of this drawl ng for any structure is nthe I4_L1 `'7��9 8351 Rovana Circle responslblllty of the Building Designer per ANSI/WI 1 Sec.2. Y1/00/ '' 4Y/ f� AQ` OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I reform atJ on see thl s j ob•s general notes page and these web sites- �T W.V�PP ALPI R6 www.al pi mei tw.coo; TPI,www.Aril rest.org; WTCA, www.sbd ndustry cam: I cc www.I ccsare.org SPACI NG 24.0" J RE F- 1 VR87175 Z04 Rana.,e•12/11/21117 (061 6032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- VERIFY VERT FY, OR - K3G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #1&Bet. : Special loads Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet. : (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1. 15) Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 14.25 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at 14.25 to 71 plf at 30.50 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0psf, wind BC BC- From 4 pl f at -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 14 plf at 0.00 to 14 plf at 28.50 BC- From 4 pl f at 28.50 to 4 pl f at 30.50 Wind loads and reactions based on MFRS. PLB- 353.83 Ib Conc. Load at ( 9.23,20.77) PLB- 513.06 I b Conc. Load at (13.35,20.77) Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. faortior meets L/36011and L/240 total load. Creep increase ifactor .5 for dead load s 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [12] W3X5 2.00 L 1.25 [16] W3X5 2.00 R 1.25 5X5= 1.5X4 3X5% 3X5 1. 5X4 T2 4 ,- 4 5-2-4 0-5-4 0-5-4 T H0308=== B2 T " 3X5= 20-8-12 1 3X10(B12R) 3X5= 3X5[12]= 3X10(B12R) 3X5[16]_ L*2' 4-9-0 9-2-12 4-5-12 4-0- 4-5-12 I -I i- f < 5-2-0 � 4-4-0 � 4-9-0 , 1-11-0 4-2-8 1 9-1-0 -I 14-3-0 14-3-0 Fc 28-6-0 Over 2 Supports R=1876 U=187 W=5.5" R=1717 U=171 W=5.5" PLT TYP. 20 Gauge HS,Wave Design Cri t: I RC2012/TPI FT/RT=2/e(O%)/4(0) 16.01.00.0 -p QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon ((503))357-2118 **WARNI NGI**READ AND FOLLOW All NOTES ON THI s DRAM NG! Q '�'�F 825 N4ponenth Cornelius OR 97113 •IgpORTANT•• FURNISH THIS DRAM NG To ALL CONTRACTORS Iw:EwING THE INSTALLERS. TC LL 25.0 PSF REF R7175- Trusses regulre extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow �� (N�. 31396 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prl or `` to performing these functions tacheI lstr char, provide temporary bracing per alI Unless peted se, 14659 '9 TC DL 1 D.0 PSF DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riegld ceiling. Locations shown for permanent lateral astral nt of webs shall have bracing installed per BCS! BC DL ,4 r �� I ti ons 83, B7 or Bio, as aoppl i cabl e. Apply plates to each face of truss and poli ti on as shown above and on 7.0 PSF DRW CAUSR7175 16155215 II the Joint petal ls, unless n ted otherwise. Refer to drawings 1bnA-Z for standard plate positions. I Alpine, a division of ITW Building Components Group nc. shall not be responsible for any deviation from this BC LL 0. 0 PSF CA-ENG CWC/CWC bu tlrawi ng, any failure[° ll d the truss n conformance with ANSI/TPI 1, or for handl l ng, chi ppl ng, e,� -. AN ITW COMPANY tar I ati on w bra°i ng trusses. An sof trusses. on thl s drawl ng or cover page I I sting thl s drawl ng, I ndl cotes acceptance of rore.s,mel engl nearing a C.> 10tp%'v TOT. LD. 42.0 PSF SEAN- 46175 respond w, OI 1 I ty sol e1 y for the design show. The Sul tab!I I ty and use of thl s drawl ng for any structure 1 s the �pe-� 8351Rovana Circle respond bl l l ty of the gun ding Desi goer per ANSI/TPl 1 Sec,2. "�/1,/ cNkr• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformati on see tni s)ob s general notes e'I YR ALPINE: www.al pi neiltw.cow TPI: www t i nst. uww page antl these web sites: p erg; w6A b Ind°s ry cnm www is°safe erg SPACING 24.0" JREF- 1VR87175Z04 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - K3) Top chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, 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 I oad. Creep i ncrease Truss desi gned for unbal anced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 1. 5X4 1. 5X4 4 , \ -, 4 5-2-4 0-5-4 0-5-4 • 3X5= T 20-8-12 4X5(A1)= 3X5= 3X5= 4X5(A1) 2' Lz 2' J L. 7-4-76-10-9 9-7-15 1— —1_ 6-10-9_ 7_4_7 9-2-2 9-7-15 14-3-0 I 14-3-0 Fc 28-6-0 Over 2 Supports 1 R=1363 U=114 W=5.5" R=1363 U=114 W=5.5" RL=63/-63 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I.{(r1BRQ TY:2 OR/-/1/-/-/R/- Scale =. 25“/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI*•READ AND FOLLOW ALL NOTES ON nu s DRAWING! 825 N 4th Ave,Cornelius OR 97113 'vlpoRFANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '`��(r �'"��� TC LL 25.0 PSF REF R7175- 31397 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t and follow V�S- the latest edition of BCSI (ne Iding Component safety Information, by TPI and WidA) for safety practices prior a 14659 $ • TC DL 10.0 PSF DATE 06/03/16 to performing these functions. I nstal I ers shall provide temporary bracing per SCSI. Unl essonnoted otherwl se, — top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attached ri gl d cei I i ng. Ectad ons shown for permanent I ateral restral nt of webs shat I have bracing I nstal I ed per BCSI e. r..:...lBC DL 7.0 PSF DRW CAUSR7175 16155216 ,4 O`� sections B3, 07 or 010, as applicable. Apply plates to each face of truss and position as shown above and on II L J I the Joint details, unless notetl otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL I i Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from Otis ..:. .. 0.0 PSF CA-ENG CWC/CWC drawing, any failare to build see truss In conformance with ANSI ZTPI 1, or for handling, shi ppl ng, v AN ITW COMPANY i nstal I at on A bract ng of trusses. keel Re tills drawl ng or cover peps Il,tllq tole drawl ng, IedlBet.,acceptance of prore,slSf01 engi neer!ng 9is �fC.7,VIO Qeir TOT. LD. 42.0 PSF SEAN- 46171 pans1 bl I 1 ty eel el y for the designsham. The:w tem I ty and use of this drawing for arty structure I.the FROM BB 8351 Rovana Circle re,panel bl I I ty of the Bol I dl q Desi Doer per aNsl/TPI 1 Sec.z. TjgH w.GO DU R. FAC. 1. 1 5 Sacramento,CA 95828 For more i nformat, see ee this job's general notes page and these web si les: ALPI NE: Www.al pi eeltwcot, TPI' ohm.tpinstorg. OlGAA: www.sbcindustry.com. ICC www.Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I of 2 01 senWoods -- VERIFY VERI FY, OR - K2) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 23.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panel s use purlins to brace all flat TC @24" Wi nd loads and reacti ons based on MFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. 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. 6X6-=- 6X6:--- T2 X6=6X6 T2 1. 5X4ile0\ 1. 5X44' a r- 4 5-1-0 0-5-4 / 0-5-4 T `_ .. - 4. 20-8-12 L = 3X5= 3X53X5- - 3X7(B1OR) X5=3X7(61OR) 3X7(B10R) 3X5= LE2' 6-11-10 ai s L2'�1 6-11-10 6-11-10_ � 6-11-10 8-8-12 �_ 5-2-8 5-10-0 0-7-8 13-11-4 8-8-12 ,1-1— 13-11-4 J k 28-6-0 Over 2 Supports R=1494 U=113 W=5.5" R=1494 U=113 W=5.5" RL=62/-62 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p1lbp04 TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NM•w READ AND FOLLOW ALL NOTES ON THIS DRAWI Hct ,`f` w 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31398 Trusses regui re extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latoot edition of BCSI (Elul Iding Component Safety Information, by TPI and ARCA) for safety practices prior ef�� 14659�'Y ' TC DL 10.0 PSF DATE 06/03/16 n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ` r 41,114, top chord shalI have properly attached structural Sheathing and bottom chord shall have a properly attached ri gid cei I 1 ng. Locatl ons shown for permanent I ateral estrai nt of webs shat I have bracing I neral I ed per BCSI •. i _.I BC DL 7.0 PSF DRW CAUSR7175 16155217 ,4 r �O`� II ' Seib ons B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on — II J the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. pine. a di vl si on of ITN Bei I di ng Components Group I nc. ,hal I net be responsible for any devi ati on from thi s IF:, BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppl ng, AN lrwcOMPANr installation R bracing of treses. • 9 'fC 7,X9$9 4.4.4 TOT. LD. 42.0 PSF SE - 46168 • • . A seal on this drawl ng or cover pegs I I st1 ng tills drawl ng, I'Wrests,acceptance of profess!ons! enpl near!ng / Q Q ba responst ll ty solely for the des!gn shown. Tho sd tabl l ty and use of this drawl rigfor r any structure Is the 8351 Rovoon Circle responsl bill ty of the eun dl log Des1 goer par ANSI/TPI 1 5ec.2. Sr/4#ver CO` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see till s j ob.s general notes page and these web sites: ALPINE: Www.al pi net tw.`em, TPI: www.tpi net.erg, wTCA: www.sbci ndustry.cony ICC: weer,ce,afe.erg Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - K1) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd loads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= 5X5= 3X5, a S 3X5 4 r 0-5-4 —, 4 4-5-0 / 0-5-4 ..N, ` 20-8-12 1 3X7(B1)-- 1.5X4 111 3X5= 3X7= 1. 5X4 III 3X5= 3X7(B1) I2'.1 L2' 1 6-2-9 + 5-8-11 oJc 4-7-8 + 5-8-11 + 6-2-9 1. 11-11-4 _J.._ 4-7-8 ,1, 11-11-4 J k 28-6-0 Over 2 Supports R=1434 U=110 W=5.5" R=1434 U=110 W=5.5" RL=56/-56 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p11iRn TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss Components of Oregon (503)357-L118 "`WARN!NGI""READ AND FOLLOW ALL NOTES ON THIS DRAW!NG! �`(Q 825N4th pone CornehusOR97�13 "IYPDRfANT•• FURNISH THIS DRAWING 7b ALL CONTRACTORS INCLUDING THE INSTALLERS. �•-"k ��e TC LL 25.0 PSF REF R7175- 31399 Trusses require extreme care In fabricating, handl ino, shipping, Installing and bracing. Refer to and follow ' /�s _ the latest ditlon of BCS! (Buil dl ng Component Safety Information, by TRI and NTCA) for safety practices prior V 14659 9 TC DL to Performing these functions. Installers shall provide temporary bred ng per BCSl. Unless noted atherwl se, 10.0 PSF ,op chord shall have properly attached structural sheathing and bottom chord shall have a roper) attached rigid cel I ng. Locations shown for permanent lateral restral nt of webs shall have braci ng nstal l ed per / a Ta sections B3, H7 or B10, as applicable. A 1 [he Joi nT Detal I s, unl ess noted otherwi seep Refeates to each face of truss and posl ti on a>shown above and on ` , � ' .� ECAIf�Ro 7rj Q1()1 rJ rJ21 B n L= �N I t BC DL 7 0 PSF DRW f=1 II I o drawings 160q-Z for s andard plate positions. Alpine, a division of ITw Building VomponentGroup Inc. shall not be responsible For any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the conformance wl th ANSI/TPI 1, or for handling, shl -� AN ITW COMPANY i nstal I ati on s braci ng of trusses. r 1'pl^g g v A sNl on TNI.drawlrp or coy.r pegs listing this drool ng, Indltot.,acespranee of profeeslon 1 .nglnse Ing 9/ QFC 7,vyt Q+ TOT. LD. 42.0 PSF SEAN- 46165 responsl bl l I ty solely for the design sholw,. The sol tebl 11 ty and use of thl s do l ng for any strucrire I s the 8351 Rovana Circle responsi Ill I I ty of the Bei I ding Designer per ANSI/TPI 1Sec.2. �l/#ig W.%pm. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job nd s general notes page athese web sites: ALAI NE: www.al pl mel tw.cam! TRI:www.Lid nst.aro, ARCA, www.sbci ndustry.cow I www.,ccsafe.erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -W1 ndwood lot 2 01 senWoods -- VERIFY VERIFY, OR - K) Top chord 2x4 HF #2 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 0-5-4 5X5= 3X5= 5X5= 1. 5X4 — s 1. 5X4 4 mi —� 0-5-4 3-9-0 3X7= 4X5= T20-8-12 3X7= 4X5(A1)-- 4X5(A1) t. 2,- ,.1 Le2' 5-2-9 4-8-11 4-3-12 4-3-12 4-8-11 5-2-9 9-11-4 8-7-8 9-11-4 9-11-4 8-7-8 9-11-4 k 28-6-0 Over 2 Supports R=1375 U=106 W=5.5" R=1375 U=106 W=5.5" RL=49/-49 Desi gn Cri t: I RC201 2/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 0 7,- •TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ••WaRNI NGI*•READ AND Fg1o■ALL NOTES CR TRIS DRAIN NG! VI Ore 825N4th Ave,of113 ••IIPORTANT.• FURNISH THIS WANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175— 31400 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t and follow ,' t� the I atest em tion of acs (Hui I dl ng Component Safety Information, by TPI and WTCA) for safety Prodi ees prior 4�y�/'" 14659 TC DL 10.0 PSF DATE to performing these Functions. Installers shall prowltle temporary bracing per SCSI. Unless noted atherwise �. 06/03/16 Ailih, top chord shall have properly attached structural sheathing and bottom chord shall have a roped Te tached rigid ceiling. Locations shown for permanent I ateral restraint of webs shall have bract ngpI nstal l ed per BCS1 sectl ons B3, G]°r 810, as a Ilcabl e. A I eacM1 face of truss and e A rj I=)li ' PP pp y plates to post LI on as shown above and on .- BC BC DL 7.0 PSF DRW CAUSR7175 16155219 IIL I V I the Jol nt Details, unless n°ted otherwise. Refer to tlrawi ngs 160A-Z far standard pl a[e postions. ' Alpine, a y falIon°t ITN Buildirg uss Inecon Gronp Inc. ,hall not be responsible for any tle„iatipn frnm this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in formancle vel th AN51/TPI 1, or for handling, shippin AN ITW COMPANY i nstal I ati on a bract ng of trusses. g. A seal on thin drawl ng or cover page I 1 stl ng thin drawl ng, I ndl rotes acceptance of professional mg!neer QFC 1g89 Q TOT. LD. 42.0 PSF SEON 46160 responsl bit l ty solely for the deslgn shown. The sultabll lty and use of till drawing for any structure I a"the 9� '� Q °SSI xoyana circle respons!bi l l ty of the Building Designer per ANSI/TPI 1 See.z. y. f� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformati on see thi s j ob.s general notes �`��W.V�� ALPINE: www.alpineilto.cow TPI:cwwo t v v page and tneam,web sites: pi nat.erg; "�`", abet ntlnstry c "`, www iecsafe org Renews:12/31/2017 SPACING 24. 0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - KG) Bop chord 2x6 HF #2#2 2 COMPLETE TRUSSES REQUI RED I Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Speci al I oads Top Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15 Bot Chord: 1 Row @ 8.50" o.c. TC- From 71 p f at -2.00 to 71 p f at 7.94 WebsUs1 Row @ 4" n.c. TC- From 36 p fat 7.94 to 36 p fat 20.56 ine equal spaci ng idtspli rows and stagger nails TC- From 71 p f at 20.56 to 71 p f at 30.50 4" each. row to aofid iIs peipg. BC- From 4 p f at -2.00 to 4 p f at 0.00 4" i c. spare ng of ret I s errbeadi cul ar and rath)I el to BC- From 7 p fat 0.00 to 7 p fat 28.50 grai n requi red in area over bearings greater than 4" BC- From 4 p f at 28.50 to 4 p f at 30.50 120 mph wind, 22. 16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- 750.00 I b Conc. Load at 7.89,20.61 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 106.99 I b Conc. Load at 2.00,26.50 DL=4.2 psf. BC- 111.39 I b Conc. Load at 4.00,24.50 BC- 116.58 I b Conc. Load at 6.00,22.50 Wi nd I oads and reacti ons based on MFRS. BC- 309.20 I b Conc. Load at 8.00,10.00,12.00,14.00 14.50,16.50,18.50,20.50 I n I i eu of structural panels use purlins to brace al I fl at TC @ 24" Deflection meets L/360 live and L/240 total load. Creep increase OC. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W2X4 S 2.25 [14] W3X10 S 1.75 [18] W2X4 S 2.25 5X5= 1. 5X4111 5X5= e s _, 4 0-5-4 4 r 0-5-4 3-1-0 T -=J LI6X6=I ., 20-8-12 3X10(A1)- 2X4[6] III 2X4[18] III 1; T - 3X10(A1) 1- 2. 3X10[14] 12' i< 7-11-4 'I` 6-3-12 + 6-3-12 ,..c 7-11-4 I, 7-11-4 ,1. 12-7-8 -J- 7-11-4 J ' 28-6-0 Over 2 Supports R=3361 U=295 W=5.5" R=3361 U=295 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. i..".*,.D18ROFF Y: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-�t118 **WARN!NGIw• READ AND FDLLOI ALL NOTES ON THIS DRAIN NG! 825 N 4th ponen Corneliuson 15 7113 C•11IPORTANT^ FURNISH TMEAD ANDNNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31401 Trusses regui re extreme care;n fabrl cats ng, handl Ing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Bu;Iding Component Safety Information, by TPI and NTCA) for safety practices prior �O TC DL 1 0.0 PSF /� A to performing these functions. Installers shall provide temporary bracing per BG51 Braless noted otherwise, ae: JJ5 9 r. DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r;gid ce;l;ng. LOcat;ons shown for permanent lateral restral rat of webs shall have bracing installed per BCSI a• ,� BC DL 7.0 0 PS F AO`� sections B3, B7 or B10, as appl;cable. Apply plates to each face of truss and poli ti on as shown above and on DRW CAUSR7175 16155220 11LI L J I the lel rat Detal l s, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. Al pi ne, a di vi si on of ITV But l d;ng Components Group Inc. shall net be responsible for any deet at;on from th;s BC LL 0.0 PSF CA-ENG CWC/CWC draw;ng, any failure to build the truss In conformance with ANSI/T131 1, or for handling, she ppi ng, v AN ITW COMPANY ;nstal I ate on rr brant ng of trusses. A seal on this drawl ng or cover page Ilannp tnl s drawlIndlCotes acceptance of prOfasal0001 aginsarl • 'fQ 7,19 9 �4~ TOT. LD. 42.0 PSF SEON- 46162 responslb111 ty solely for the deslgn shown. The sul tabill ng,ty and use of this drawl ng for any structure Is1lthe 8351 Rovana Circle reaponsl bI l l ty of the HU i ding Deal finer per ANSI.TPI 1 Sec.2. SrZ�N w.CHp� DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informal;on see tui s j ob s general notes page and these web st to, m, TPI, www.l ALP!NE: www,al pt nes tw.cael nst,erg; w4CA: www,sbci ndnstry.cons ICC: www.I ccsafe.erg Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - IG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: :T3 2x4 DF-L #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 TC- From 71 plf at -2.00 to 71 plf at 7.94 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED dg,biLocated TC- From 71 plf at 7.94 to 71 plf at 12.06 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 sf, wi nd BC BC- From 71pl f at 12.06 to 714 pl f at 20.00 DL=4.2 psf. P 4 BC- From 4 pff at -2.00 to 4 plf at 0.00 BC- From 14 pl f at 0.00 to 14 pl f at 20.00 Wind loads and reactions based on MWFRS. BC- 2030.69 Ib Conc. Load at 3.86 I n lieu of structural panel s 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. JT PLATE LATERAL CHORD Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease No SIZE SHI FT BITE factor for dead Ioad i s 1.50. [ 6] W4X5 S 3.75 [ 7] W3X10 S 1.25 [ 8] W4X5 2.25 R 1.50 4X8= 5X5= - 4 3X10[7]- T2 = 4 T3 3-1-0 00 0-5-4 ill _� 4X5[6] III 4X5[8]= 0-74L -5 0-8-12 4X12(B3)------ 3X5= 3X5(A1) 1.<-2-0-0--->1 Fc 3-9-9 '1< 4-1-11 + 4-1-8 + 7-11-4 L 7-11-4 -._1..- 4-1-8 7-11-4 J I< 20-0-0 Over 2 Supports J R=2658 U=233 W=5.5" �I R=1225 U=94 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0a QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! ;IPI • �Pe LL 250 TC . PSF 825N4th Ave,CorneliusOlt97113 ••INpDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 31402 Trusses regul re extreme care In fabri cat ng, handling, shipping, Instal l log and bracing. Refer to and follow ee��� the latest edition of BCS! (Bot ldi ng Component Safety Information, by TPI and'MCA) for safety practices prior V TC DL 1 0.0 PSF DATE ... to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted atherwise, I44 14659�1 06/03/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `� rr riegi d cei I I ng. Locati ons shown for permanent I ateral restr t of webs=hal I have bract ng i natal I ed per BCS! BC DL 7.0 PSF DRW CAUSR71 75 16155174 „AIN ,4 O`� tions 83, 87 or B10, as applicable. Apply plates to each face of trussandpoli LI on as shown above and on /. l II L J I the lei nt Detal l s, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I Alpine. a division of ITW Building Components Group Ina. =halI not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat lure to but I d the truss in conformance with ANSI/TPI 1, or for handling, shi ppl ng, It:. e'., AN ITW COMPANY i o=ral I ati on n bract ng of trusses. A seal on thl s drawl ng or ewer peps I I stl ng this drawl 09, I ndl rotes acceptance of profess'enel a I neerl np 'Al9 TOT. LD. 42.0 PSF SEAN- 46128 responel til Il ty eel ely for the design shown. The eel Lobi I l ty and use of thl s drawing for any str00110re Ie the 9j C,]•�9 8351AOvana Cvcle responslblll ty of the Bul Iding Designer per ANSI/TPI 1 Sec.2, 'OP W /� PQQ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s)ob•s general notes page and these web si Les: ��WW.V� ALP!NE: www.al pi ni tro.coo: TPI:www.tpi net erg: WTCA: wow.abci ndostry.now ICC. www.i ccsafe.org SPACI NG 24.0" J REF- 1 VR871 75204 Ronnwo•12111/21117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - I) Top chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS 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 Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5=--- MI X5=:I 1. 5X4 1.5X401 4 —� 4 1---- \ 3-9-4 0-5-4 0-5-4 Y —."------"� 7 20-8-12 3X5(A1)= 3X5= 3X5= 3X5(A1) L-2-0-0- 5-2-15 —J- 4_9_1 4-9-1 6-9-15 I' 5-2-15 1.- 10-0-0 6-4-2 I_ 6-9-15 '� k 10-0-0 -J 20-0-0 Over 2 Supports R=1010 U=80 W=5.5" R=842 U=57 W=5.5" RL=40/-41 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 " FS WARN!NGI••READ AND FOLLOW ALL NOTON THIS DRAWN NG! �1*1 a OF a TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I NPONTANr•• FIIRNI SH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. F REF R7175- 31403 Trusses requl re extreme care in fabricating, handling, shipping, installing and bract ng. Refer to and follow the latest edition of SCSI (But I di ng Component Safety Informatl on, by TPI and ATCA) for safety practices p ``__ to performing these functions. Installers shall de tem rear V top chord shall have properly attached structuralprove temporary bracing per ccs,_ unless meted attach se, rW. 'jr 14659�7 TC DL 0.0 PSF sheathing and ballon chord shall have a ropers attached +v.: ri ala ceiling. Locations shown for permanent latest restraint of webs shall have bract ngpi natal l ed per BCS! Te sections B3, B1 or 810, as applicable. Apply plates to each face of truss and position as shown above and on DATE 06/03/16 T7 ,..�- BC DL 7.0 PSF DRW CAUSR7175 16155175 ,4 II I [I I I . the Joint Oetalls unless notetl otherwise. Refer to tlrawings 160:-Z for standartl plate positions a BC LL I I IL1, I \�/1 I Al pine, a y fi sl on of I buil d thi rg truss I necon Group Inc. shat l not be response bl a for any devi ate on from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any fab I urs to but d the truss I n conformance wi th ANSI/TPI 1, or Co,handl I ng, shl pal ng, •; -'e� AN ITW COMPANY i natal I ate on a bracing of trusses. TOT. LD. 42.0 PSF 46130 V Aesael on tm s drawl ng or the d sl gn I I stl lap the s ureal l I I I teal dates o f thlandr of professional anal nearing /� /FC 7e 1g69 f`� SEQN- ponslblllty solely fur the dealin shape. The Tui t1 see.2 and use of this drawl ng for any structure I the ! 8351 Royal Circle reapeml b111 ty or the Bull di ng Desl Wner per ANSI/TPI ,See.2. T, p4Q OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see thb s j ob•s general notes page and these web sites: �n W1.V� ALPINE: www.al pineitw.com. TPI: www.tpl nst.erg; wrC:: www.sbcindustry.com. ICC, www iccsafe.org SPACING 24.0" J RE F- 1 VR8 7 1 75Z04 RBnawa•19/41/9017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - HG) 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 71 plf at 0.00 to 71 plf at 8.00 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 71 plf at 8.00 to 71 plf at 16.00 9. BC- From 7 plf at 0.00 to 7 plf at 16.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 630.48 I b Conc. Load at 8.00 DL=4.2 psf. BC- 72.71 I b Conc. Load at 2.00, 4.00, 6.00,10.00 12.00,14.00 Wind loads and reactions based on MWFRS. BC- 247.49 Ib Conc. Load at 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. 4X5= 3X5 3X5 4 ' ` 4 3-1-4 0-5-4 MI C ] 0-5-4 2O-8-12 1. 5X4 III 3X7= 1. 5X4 III 3X7(A1) 3X7(A1) 4-5-15 + 3-6-1 'i c 3-6-1 + 4-5-15 I, 8-0-0 -I- 8-0-0 J I< 16-0-0 Over 2 Supports R=1282 U=122 W=5.5" R=1279 U=122 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 '•WARN!NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! st.D - •Crile TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •wINPDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� REF 87175 31404 Trusses requ;re extreme care In fabrl cating, handl Ing, shipping, Installing and bracing. Refer to and follow the fates=etlition of BCS! CBulitling Component Safety Information, by TPI and wTCA, fpr safety practices pr;nr w� �•erAir TC DL 1 0.0 PSF DATE 06/03/16 to performing these functions. Installers shall provi de Temporary bracing per BC51. Unless noted ornerwi se. 465 9�'9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 4 r;gid eel I I ng. Locati ons shown for permanent I ateral restraint of webs shat I have brae;ng;natal I ed per BCS! BC DL 7.0 PSF DRW CAUSR7175 16155171 11 ,4�1 O�� n sections BS. B7 or B10, as aappl I cable. Apply plates to each face of truss and pos;t;on as shown above and on 1 1 L the fol nt Details, unless n tetl otherwise. Refer to drawl ngs 160A-Z for standard plate post t;ons. I Alpine, a tlivlsion of ITN Building Components Group Inc. ,„an not be responsi m e fnr any dev;,<inn from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl no, any fel I ure to bun I d the truss I n conformance wi th RNs,/TPI 1, or£or handl ng, s„!ppI ng, AN ITW COMPANY installation a bracing of trusses v TOT. LD. 42.0 PSF SEAN- 46122 Asseal on till s drawl nil or cover page I I St!nil thl s drawl nil, I ndl cotes acceptance of professi onal engl naevi 119 'e �9 pons!bill ty lel y for the deal gn shown. The aril tab!Ilty and rise of thls drawl ng for any structure Is the '// C T,119 g 8351 Rovana Circle respot l bill ty of the Bun ding Designer per ANSI/TPI 1 See.2. -W1 / yI feu Q` OUR. FAC. 1. 15 FROM BB Sacramento,CA 95928 For more;nforman on see th;s)ob.s general notes page and these web sl tea: V r'^tN WW,Ys•� ALPINE. www.alpine;tw.co TPI:ew,w.tpinst.org, WTCA: www.sbc;ndustry cern: ICC www,ecsafe.org SPACI NG 24.0" J REF- 1 VR8 7 1 75Z04 Renews_4213182017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - H) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 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 Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead I oad i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= 1. 5X4 1.5X4-0- 4 F-- 4 bit solli 3-1-4 6 0-5-4 y MI 0-5-4 -8-12 3X7= 3X5(A1)---- 3X5(A1) 3X5(A1) I 4-2-15 8-0-0 3-9-1 3-9-1 4-2-15 8-0-0 L 8-0-0 8-0-0 J 16-0-0 Over 2 Supports J R=682 U=46 W=5.5" �I RL=25/-25 R=680 U=46 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. il Q D 0 Truss Components of Oregon (503)357-2118 w*WARN'NGIww READ AND FOLLOW ALL NOTES ON TNIs DRAWING, R QTY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. 825N4th Ave,Cornelius OR 97113 "I TANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS F TC LL 25. O PSF Trusses require extreme care fabricating, handl Inn, shipping, Installing and bracing. Refer to and follow �� ��. REF R7175— 31405 the latest edition o£BCSextreme care l di ng Component Safety n, shI ati on, by TPI and ARCA)for safety practices prior /� n to performing these functions Installer=shall provide temporary bracing per BCSI Doles=noted otherwise, �'� 14659 9 TC DL 10.0 PSF DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid Gelling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI BC DL Arl 1 O�� I ' sec ti ons S3, S)or B10, as app,i cab,e. Apply plates to each face of trussandposition as shown above and on W• W _� 7.0 PSF DRW CAUSR7175 16155172 II L the Joint DetalI s, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate post LI ons. I Al pi ne, a dl vi si on of I TW Bui I di ng Components Droop Ina. =hal I not be responsible for any deviation from thi s BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any fat I ure to bui I d the truss I n conformance wl th ANSI/TPI 1, or for handling, shi ppl ng, AN ITW COMPANY i nstal I ati on R braci ng of trusses. onA seal this drawl ng or ewer peps Ilsting this drawl ng, Intlisotes acceptance of professlonel a gite.ring 19 QFC,7t 1999 lV�v TOT. LD. 42.0 PSF SEAN— 46124 y sol el y for the des,gn shown, The tel tab,I I ty and use of thl s tlrarl ng for any structure I s the 8351 Rovana Circle rospensl bI I I ty of the&d I dl np Des,goer per AN51 TTP1 t See.2. Q rea Sacramento,CA 95828 For �r/AN w�C1��►Q CUR. FAC. 1. 15 FROM BB more Informs tl on see this job's general notes page and these web sites: ALPINE; www.alploe,to coo TPI: Ova,up,net org; WTCA: www.sbcindustry con; ICC: www.iccsate org SPACING 24.D" Renews:12/31/2017 JREF— 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - OGE) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1, W2, W3 2x4 HF Std/Stud: DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad Wind loads and reacti ons based on MWFRS wi th additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top design. chord must not be cut or notched. Provi de I ateral wi nd braci ng per I TWBCG wi nd bracing details or per Right end vertical not exposed to wind pressure. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind I ength tabulated for 2X4 studs of the same grade. braci ng requi rements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. / 3X5% 4 4-3-4adl ii1I■ ■ �J- *11-1-0 ' 3X5(R) III 2X4(A1) -2-0-0---›-J 5-11-15 + 5-4-52 5-6-1 11-6-0 Over 2 Supports >1 R=774 U=126 W=5.5" R=584 U=91 RL=144/-23 Note: Al I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . . QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon SU3)357--2118 •`WARM NGI'• HEAD AND Fonar ALL NOTES ON THIS DRAWING! 10 wt ORF 825 N 4th Ave,Cornelius OR 97113 •9kwarwa.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 TC LL 25.0 PSF REF R7175- 31406 Trusses requl re extreme care in fabricating, handling, shl Dpi ng, Installing and bracing. Refer to and follow �� the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior 1 0.0 PSF 06/03/16 T. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, �w 14859 ,41164 '9 TC DL DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r ri gid cei 1 i ng. locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng i notal I ed per BCSI DRW CAUSR7175 16155221 ,4 r O`� II Al pi B3, B]or B10, as applicable Apply plates to each face of trussandposition as shown above and on • BC DL 7.0 PSF IIIILI, J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons, pine, a division o[ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure build the truss In conformance wi th ANSI/TPI 1, or for handling, shipping, n:' .'a AN ITWCOMPNNY installation n bracing of trusses. 9 jy" TOT. LD. 42.0 PSF SEAN- 46189 A noel on this growl ng r cover .pogo I I stl ng thin drawl ng I ndi colon ootaptanoe of profsasl 0001 engi nssrl np a o ,fc. 19$ q(j rWsponsl blllny solely far the desl gn shown. The sul tebl Ity and une of this drawl ng for any structure Is the 8351 Rovena Circle ronponsi bi l I ty of the Bell ding Dorsi guar per ANSI/TRI 1 Sec.2. 'PP//4w /�' DAR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see thi s J ob.s general notes page and these web sites: rW�1 n V ALPINE: maw,al pi mei tw.corn: TPI: wow.epi mat.org: STCA: wwwsbci ndustry.coma ICC: www.I ccsefe.org SPACI NG 24.0" J REF- 1 VRB 7 1 75204 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Wi ndwood lot 2 OI senWoods -- VERIFY VERIFY, OR - 0) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd IC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Right end verti cal not exposed to wi nd pressure. factor for dead load is 1.50. 1. 5X4 III 3X5 4 1--- 00 0114 4-3-4 6 0-5-4 0 J 11-1-0 ' 1. 5X4 III 3X5(R) III 2X4(A1) —2-0-0—� L 5-11-15 5-4-5 1 12 f 5-11-15 5-6-1 Fc 11-6-0 Over 2 Supports R=661 W=5.5" R=468 U=7 RL=74/-20 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. rJ19Rop TY:8 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-1118 "WARN!NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NG! Sca I e =. 5"/Ft. 825 N4th Ave,Cornelius OR 97113 .9FrORfANT•• FURNISH THIS DRAIN NG TO ALL CONTRACTOFS INCLUDING THE INSTALLERS. w�`�� .W y TC LL 25.0 PSF REF R7175- 31407 — Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to a.follow C;J s- the Iatost edition o£B,,e (,,,„,ding component safety Information, by TPI and wTCA) for safety practices prior 1 46 5 9�� TC DL /� 'n. to performi ng these functi ons I nstal I ers,hall provide temporary brad ng per,,CSI Unl ess noted otherwise, C r 10.0 PSF DATE 06/03/16 top chord shall have properly attached structural sheathing a.bottom chord shall have a properly attached rI gi docol I i ngBT oLocaatoonssshown for permanent lateral restraint of webs shall have bracing installed per BeSI A. W � BC DL 7.0 PSF .4 FI MIN _ 1 1 SeC a aoppl I cab„e. Apply plates to each face of truss and poli tion as shown above and on DRW CAUSR7175 16155222 II L N 1 the Joel nt Oetalls, unless n ted otherwise. Refer to drawings 160A-Z for standard plate post ti ons. I A,pi ne, a dl vi sl on of I Tw Bui di rg Components Group Inc. steal no[be responsi bele£or any devi,Il on from this .._I -a BC LL 0.0 PSF CA-ENG CWC/CWC tlrawi ng, any failure to build he truss In conformance with ANSI/Tpl 1, or For ha nedling, Shipp,ng, AN ITW COMPANY i nstal I ati on R braci ng of trusses. �/ A Seal on thea drooing or�,.r paps nsttng thin drawl np, iedicotes eao.ptonee of professional .ngiIN»r,n, 9/ TO,> >9B°'Q„Re TOT. LD. 42.0 PSF SEAN- 46185 responsi PI l l ty solely for the design show. The Sul tab„1l ty and use of this drawl ng for any structure Is the — 8351 Rovana Circle reaponsl bI n ty of the sun dl q Designer per ANSI ilpl 1 seg.2. S�iQM we CiH� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95821 For mo e I nformati on see thi s j ob•s general notes page and these web s„tes: A"INE: www.al pl nei tw.cork Thl: www.tpi nst.org; WTCA: www sbci ndustry.cork I CC. www.I ccsafe org Renews:12/31/2017 SPAC I NG 24.011 J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - PG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15 Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 7.94 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 36 plf at 7.94 to 36 plf at 11.50 BC- From 4 plf at -2.00 to 4 plf at anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0psf, wind BC1.50 DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 11.50 TC- 357.00 I b Conc. Load at 7.89 Wind loads and reactions based on MWFRS. BC- 106.99 Ib Conc. Load at 2.00 BC- 111.39 I b Conc. Load at 4.00 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 116.58 Ib Conc. Load at 6.00 OC. BC- 309.20 I b Conc. Load at 8.00,10.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 6] W3X5 S 3.25 [13] W3X5 1.25 R 2.00 5X5= 1. 5X4 III - T2 4 2-11-9 3-1-0 0-5-4 :j LI 11-1-0 I / ___________--------- 3X5[6] Ill 3X5(R)[13] III 3X5(A1) -2-0-0- - i< 7-11-4 3-6-12 7-11-4 '1.` 3-6-12 I, 7-11-4 -I- 3-6-12 J I` 11-6-0 Over 2 Supports R=1070 U=46 W=5.5" R=1162 U=71 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=28/0(08/0)/4(0) T16.01.00. I .011 .. • Y: 1 OR/-/1/-/-/R/- Scale =, 5"/Ft. Truss Components of Oregon (503)357-4118 ••WARNI NGI••READ AND FOLLON ALL NOTES ON THIS DRAWING! kite- 825 N 4th Ave,Cornelius OR 97113 ••INPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31408 Trusses require extreme care In fabricating, handl l ng, shl ppl ng, Installing and bracing. Refer to and follow //�(/���- the latest di ti on of BCSI (Building Component Safety In£ormatlon, by TPI and ATCAI for safety practices prior / p 9 -r DATE to performing these fundi ons. Instar ars shall prowl de temporary bracing per BCSI. Unless noted otherwise. �� 14659�/ TC DL 10.O PSF 06/03/16 top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1 t BC DL 7.0 PSF Aln O`� I I i secti ons B3 B)or 810 as appl cabl e. Apply pl ates to each face of truss and post tion as shown above and on DRW CAUSR71 75 16155176 II`I Ilu- J ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. tlravel ng, any'failure Tol bui led'the"trusspl neconformance'�wi tstyli /TP161,respfor'hiantllinganshlden oh,on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY i nstaII at on a brad ng of trusses. g r Asseal on this drawl ng or cover page Meting this drawl ng, Indicates acceptance of professional engl neer!nag 9j QFC 7,198g 4tV� TOT. LD. 42.0 PSF SEON- 46192 agonal bl I I ty sol el y for the deal n shun. The SRI tabl I I ty and use of thI s drawl rag for any structure I s the wQ 8351 Rovana Circle respmsl bl l l ty of the Bull ding Deal Oner per ANSI/TPI 1 see.2. ��/4U ya•O DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s)ob.s general notes page and these web sl tee: eI WW V ALPINE: www,al pineitw.com: Tpi:wmw.tpinst org: eTCA: www.sbcindustry.com, ICC: www iccsafe.org SPACING 24.0" J RE F- 1 VR87 1 7 5 Z04 Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - P) 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, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf, I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, factor for dead Ioad is 1.50, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1.5X4111 a ' 1. 5X4-- 4 �— �i 3-7-7 3-9-0 0-5-4 J +11-1-0 i 3X5= 3X5(R) III 2X4(A1) —2-0-0—eJ I' 9-11-4 5-2-9 4-8-11 >>I,‹ 1-6-12 1-6-12 I. 9-11-4 J_ 1-6-12 J f< 11-6-0 Over 2 Supports R=686 W=5.5" R=505 U=4 RL=65 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 4 ..,D . QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Tru ss Components of Oregon (503)357-'-118 wwWEAAR ARNINGI w•RD D FOLLOW ALL NOTES ON THIS DRAWING! 0`� 825 N4th Ave,Cornelius OR 97113 ''`IMPORTANTI• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31409 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI nBun ding component safety Ioformation, by TPI and NBCA> for safety practices prior k�y�/' 14859 4%04 7 '• TC DL 1 0.0 PSF DATE 06/03/16 r. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei I ng. ootid ons shown for permanent I iteral estrai nt of wets shat I have brace ng 1 hstal I ed per Bcsl BC DL 7.0 PSF DRW CAUSR7175 16155177 .4 r �O`� ecti ons 63, B)or 810 as applicable gooey plates to each face of trussandposi ti on as shown above and on II J l the Jol nt Details, unless noted otherwise. Refer to drawinItsA-Z for s andard plate posi tl ons. I dAawi noel a dl vi si pn of I Ta Bei dl Components Droap l nc. =nal l not be respond bl a for any de„i ate p„from thi .:;, .,, BC LL 0.0 PSF CA-ENG CWC/CWC ng, any failure to build the truss In conformance with ANSI/TO! 1, or for handl!ng, shipping, AN ITW COMPANY i o=ral I at on it brad ng of trusses. A cool on this drawl ng or cover page Usti ng this drawl ng, Inaleat. acceptance of prey ssloma, q� 'FC Tt tgbg t�v TOT. LD. 42.0 PSF SEAN- 46194 respanni bill ty solely y for the design shown. The sueIM/TPI 1 Sec.2.tab!1 l Ty and use of this drawl ng for any su ture I SOthe QQ 8351RoyanaCircle roeponsl bill ty of the Sul 1ding Des1goer per A �'4MW.GHQ. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information Siee this job's general notes page and these web tes: ALPINE: snow.al pi eeltw.cowww,sbclndustry con; I www.Iccsafe org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VR87175Z04 wn: TPI: www. WICA; (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 Ol senWoods -- VERIFY VERIFY, OR - L) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IRC-12 section 301.5. Wi nd I rads and reactions based on MWFRS wi th additional C&C member deli gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep i ncrease Right end vertical not exposed to wi nd pressure. factor for dead load is 1.50. JT PLATE LATERAL CHORD Truss designed for unbalanced snow load based on Pg=25.00 psf, No SIZE SHIFT BITE Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. [ 7] W3X5 S 1.25 4X5= 4 I 1. 5X410 1.5X4 III 4 5-2-4 r— 4-10-15 '2 0-5-4 i � - �I 20-8-12 / 3X5(A1) -- 1"-' 3X5[7]= 4X5(R) III L-2-0-0� L 7-4-7 I-- J� 6-10-9 10" 7-4-7 —1 7-8-9 —i— _1 I— 14-3-0 0-10-0 FL ,I_ �I r. 15-1-0 Over 2 Supports ,1 R=807 U=56 W=5.5" �I RL=120 R=669 U=63 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. DI Truss Components of Oregon ((503)357-2118 "WARN!NGI••READ AND FOLIOS ALL NOTES ON THI5 DRAYS NG! BRQFF Y: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. — 825 N4thAve,Comelms OR 97113 IYPORTANr*• RANI SH TSIs MAIN To ALL CONTRACTORS T Ixc UDI NG THE INSTAL ERS TC LL 25.0 PSF REF Trusses require extreme care In fabricating, Safety I, shipping, Installing and bracing. Refer to and follow • R7175- 31410 the latest edition of eme! are In ng Component Safety Information, by TPI Iandng and For safety practices prior ��� 1 46 59�'p TC DL /� to pchordming I these£properns.attachl ed nun Stull provide ng temporary tomccho per alI era pr noted attach de. 1 0.0 PSF DATE 06/03/16 top chord sM1all have properly attached structural sheath)te and bottom chord shall have a properly attached rigid ceiIing. Locations shown for permanent lateral estraint of webs shall have bracing installed per SCSI 'I• 1 ,• BC DL Ail O`� I I tAe ti ons B3 ai or unl as app) cab)e. e. y pi rtes to drawl ng face of truss and rasp ti to as shown above and on 7.0 PSF DRW CAUSR7175 16155178 II L J sec Joint Details, unless noted otherwise. Refer es drawings face for standard plate positions. pi ne, a di vi sl on of I TW Hui I di ng Components Group I ne. rhal I not be responsible for any reel ati on from phi BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to bpi Id the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, v AN ITW COMPANY installation B bra<i ng of o-°eros. A enelnsimiiiy dsol rrooing or the acover ae°gen sil i"R T°Ila'si°nrewing,pI�didates seeeptarlu oT�rofAeeiorol enol marl ng 911 'ec 7,1989 le; TOT. LD. 42.0 PSF SEAN- 46148 8351 Rovana Circle respond bl I I ty of the cul I dl ng Desi gnery and use of MIs draw for any structure I s the per ANSI/IPI 1 Sec. NNIAI,CAS OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see the s/ob•s general notes ALPINE: www.al pi net tw.com; TPI, www.t Page and loose web sires: pi nrt prg; WTGA: www rbci ndpsiry. nm; ICC: iccsafe nrg Renews:12/3112017 SPACING 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood 1 of 2 01 senWoods -- VERIFY VERI FY, OR - L1) Top chord 2x4 HF #2 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. 1. 5X4 III / 1. 5X4 41 ►-.4. 3-5-15 0-5-4 i II 4 20-8-12 / •' 3X5(R) III 2X4(A1) L- 4-9-15 4-2-5 1..12 .Ll r' 9-2-0 Over 2 Supports R=396 U=15 W=5.5" R=384 U=40 RL=69 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 -w QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357'.'118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NG! t 825N4th Ave,Cornelius OR97113 "II/PORTANT•• FORM SHTHISBRAMNGTOALL CONTRACTORS INCLUDIMGTHE INSTALITec. 40- O�� TC LL 25.0 PSF REF R7175- 31411 Trusses require extreme care In fabricating, handl log, shipping, Installing and bracing. Refer to and follow the I atest edition of SCSI (Building Component Safety Information, by Tel and WTCA) for safety practices prI or (t4•- TC DL 1 0.0 PSF DATE to performing these functions. Installers shall Provide temporary bracing per SCSI. Unl essonnoted ot„erwi se, erV O r top chord shall have properly attached structural sheathing and bottom chord shall have e I attached ` v c . 1111114, ri gitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracin pl nstalletl 1 59 06/03/16 A O ^ sections By, Bo or B10, as applicable. Apply plates to each face of truss and tion as shown above on BC DL PSF CAUSR7175 16155179 All L A N :nor! rd,o 7 0 DRW i the Joint Details, ess nosed otherwise. Refer to tlrawi ngs 160A-Z for standard plate post tl ons. I Alpine, a divisioITW Builtlirg Components Group Inc. shall not„e responsible For any deviation frwn t„;o BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Val l ure to build the truss I n conformance wl th ANSI/TPI 1, or for handling, shi pp!ng, e;'� _e AN ITW COMPANY !nstal I ati on R bract ng of trusses. A�aaal en tnla drawl ng or cover papa Ilat!ng this drawl ng, Ind/cotes accepter-0 of profess!one/ a C.7'.1{'�9 v TOT. LD. 42.0 PSF SEAN- 46151 pons)bill ty sol el y for the dell gn shoot. The sul tab/I I ty and use of thl s drawlfor antl marl ng w tyreopens/blllof the 8011 dlng any structure la the �( DOR. FAC. 1. 15 FROM BB 8351 Rovana Circle ng Dent goer per ANSI/TPI 1 Sec.2. SI�ANW,GH Q Sacramento,CA 95828 For more I nformati on see thi s j ob.s general notes page and these web SI tes: ALPINE: www.al pi mei tw.c015 Tpl: wwwtpi rest.org: WT., yaw,sbci ndustry.com. ICO wwwi ccsafe.org SPACING 24.0” J RE F- 1 VR87175Z04 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - OG) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS. Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) I n I i eu of structural panels use purl i ns to brace al I fl at TC @ 24" TC- From 71 plf at -2.00 to 71 plf at 3.94 OC. TC- From 36 plf at 3.94 to 36 plf at 6.06 TC- From 71 plf at 6.06 to 71 plf at 8.92 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 4 plf at -2.00 to 4 plf at 0.00 load applied per IRC-12 section 301.5. BC- From 7 plf at 0.00 to 7 plf at 8.92 TC- 250.00 Ib Conc. Load at 3.89, 6.11 Deflection meets L/360 live and L/240 total load. Creep increase BC- 51.77 I b Conc. Load at 2.00, 8.00 factor for dead I oad i s 1.50. BC- 115.55 I b Conc. Load at 4.00, 6.00 4X5= 4X5= 4 4 - = 1 ___ r — 1-9-0 0_5_4 ' L 1 I _ 0-9-9 4 if 13-1-0 / 1. 5X4 III 3X5 3X7(G1) III 3X5(A1) -2-0-0-->i 3-11-4 '"I< 2-1-8 4c 2-10-4 3-11-4 I 2-1-8 I 2-10-4 f' 8-11-0 Over 2 Supports R=863 U=29 W=5.5" R=743 U=10 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01.00.0 .,, QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! Q 825 N4th Ave,Cornelius OR 97113 '•I'murrr• FURNISH THIS DRAWING TO ALL COPWRjICTORS INCLUDING THE INSTALLERS t�r �� TC LL 25.0 PSF REF R7175- 31412 Trusses requl re extreme care In fabricating, handl ing, sM1l ppi ng, installing and bracing. Refer to and Follow `i� ��� the latest di ti on of BCSI (Building Component Safety Information, by TPI and WrcA) for safety practices prior 'C'� 6[ TC DL 1 0.0 PSF DATE 06/03/16 t. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 14659 9 'Q [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel l I ng. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI r. BC DL ,4 `� ect)ons 63, B]or 810 as applicable. Apply plates to each face of truss and Rosi ti on as shown above and on . 1 7.0 PSF DRW CAUSR7175 16155180 II L J I the Joint Details, unless noted otherwl se. Refer to drawl cgs 160A-2 for standard plate post ti ons. Alpine, a division of ITW Building Components Group Inc. ,hall not be responsible for any deviailon from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall ore to build the truss In conformance with ANSI/TPI 1, or for handling, Shipping, •:i .'a AN ITW COMPANY I nstal I ati on R bracing of trusses. A Gaal on tills:=1;94: raWnW or cover peps Ilstl09 this dro l IndlCotas aooa fano oT 9 TOT. LD. 42.0 PSF SEAN- 46118 re:ponsl .I I ty sol el y for the desw 9n shorn. Thr. tabid ty and osr of tm s drool 09 f oar o`;tr°Dc°tor11°°a i s`IDho t.?4 •7,19SS 4� 8351 ItOvana Circle respoml bl l l ty of the BUII di ng Desi pier per ANSI/TPI 1 Sea 2. /'/u •nUpQ� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: �YaW •Vp ALPI NE: www.al pi mei tw.east rP1: www.tpi nst org: wrcA: www.sbci ndustry.corn. I www I ccsafe.erg SPACING 24.0" JREF- 1 VR87175Z04 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 0) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wi nd desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 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= — 4 — 3X5 4I illift alliii — 1 2-1-4 0-5-4 0 0-9-9 1, 4_13-1-0 1. 5X4 III 3X5(E3) 2X4(A1) 3X7(E3) Ill L-2-0-0 > - l< 5-0-0 + 3-11-0 L— 5-0-0 3-11-0 8-11-0 Over 2 Supports R=650 U=4 W=5.5" R=348 RL=27/-29 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-1.118 wwWARNI NGI.•READ AND FOLLOW ALL NOTES ON THIS DRAWING! tC.P Op REF R7175- 31413 825 N 4th Ave,Cornelius Oil 97113 '•I WORTANT" FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCL'AI NG THE INSTALLERS. < 6 TC LL 25.0 PSF Trusses requl re extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow ` the latest etlition of SCSI (building Component Safety Information, by TPI and'MCA) for safety practices prior tt�,V- ��' TC DL 10.0 PSF DATE 06/03/16 n to perform'ng these fundi ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. V 48 59 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �: ri gid cel I i ng. Locati ons shown for permanent lateral restraint of webs shat I have bracing i onto'I ed per°CSI • BC DL 7.0 PSF DRW CAUSR7175 16155181 ,4 �� 1 sections B3, B7 or 810, as aoppl i cab'e. Apply plates to each face of truss and posi tl on as shown above and on 11 o,AihhI the Joint:details, unless n ted otherwise. Refer to drawings 16:A-Z for standard plate posi tl ons. BC LL ! Alpine, a dl vision of ITW Bulldirg Cwnponen[s Group Ile. shall opt be responsible for any dewlation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, anyfol l ure to buil d the truss I n conformance wi th ANSI/TPI 1, or for handling, shl ppi ng, e2 -AC AN ITW COMPANY installation A bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 46120 AA 0 I on i i is drawl ng or cover pale I I stl ng thl s drawl ng, I ndl cotes acceptance of professional mg'neer1 ng . 'FC 7 IS.. lV y solely for the deal 0n shoal. The sui tab'l1ty and use of this drawl ng for any structure Is the /S QQ OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond b'I I ty of the OW I d1 ng Des'goer per ANSI/TPI 1 sec.z. 1. w,cep • Sacramento,CA 95828 For more nformati on see thi s j ob's general notes page and indene web 5I ten: ALPINE: www.al pi Tei tw.co, TP1: www.tpi nst.org: WTCA. www.sbcl ndustry.cam. ICC: www.i ccsafe.org SPACING 24.0"Rnnowue•12/4119017 J REF- 1 VR87 1 75Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - RG) Bop chord 2x6 HF SS chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED i 4 Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row 02.00" o.c. Special loads Bot Chord: 2 Rows w 6.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 3.73 Use equal spaci ng between rows and stagger nails TC- From 36 plf at 3.73 to 36 plf at 5.79 i n each row to avoi d spl i tti ng. TC- From 71 plf at 5.79 to 71 plf at 7.94 BC- From 7 plf at 0.00 to 7 plf at 7.94 120 mph wind, 21.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 3.46 1 b Conc. Load at 3.68 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- 134.35 I b Conc. Load at 1.50 DL=4.2 psf. BC- 48.66 I b Conc. Load at 2.00 BC- 149.45 Ib Conc. Load at 3.50 Wind loads and reactions based on MWFRS. BC- 106.51 I b Conc. Load at 3.79, 5.79 BC- 1278.97 I b Conc. Load at 5.50 In Iieu of structural panels use purlins to brace alI flat TC @ 24" BC- 679.75 I b Conc. Load at 7.50 OC. Deflection meets L/360 Iive and L/240 total I oad. Creep increase JT PLATE LATERAL CHORD factor for dead Ioad is 1.50. No SIZE SHIFT BITE [ 5] W3X5 S 2.75 4X5= 1.5X4111 4 F-- _ PM1 1 ii - 1-6-12 1-8-3 If mi 0-5-4 - 20-8-12 3X5[5] III 4X5- 3X5(A1) X5=3X5(A1) 3-8-12 + 4-2-8 4-2-8 I, 3-8-12 ,I, 4-2-8 ' 7-11-4 Over 2 Supports R=1023 U=78 W=5.5" R=2031 U=171 Design Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 cc _ QTY OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-'21]8 ••WARNING/••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 00 ,OFF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••1IPDRTANT” FURNISH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE I NSTALLERS 44 REF R7175 31414 Trusses requl re extreme care In£abri cat!ng, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI and WrCA) for safety practical prior I(� TC DL 10.0 PSF DATE 06/03/16 ,. to performs ng theseeTunoctl ons. Installers shall provide temporary bracing per BCS/. Unless noted otherwise, �N� 14659�'7 `r top chord hall have properly attached structural sheath!ng and bottom chord shall have a properly attached r rig!d cei I I ng. Loc i ns shown for permanent lateral estrai nt of webs seal I have bract ng i nstal I ed per BCS/ BC DL 7.0 PSF DRW CAUSR7175 16155173 ,A1164 ,4 r O`� ' sect)ons 83, 87 or B10, as aoppl i cabl e. Apply plates to each face of truss and post ti on as shown above and on 1 , II L J I the Joint 0etai l s, unless noted otherwise. Refer to drawings 160A,For standard plate positions. ! Alpine, a division of 1T Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to b011d the truss In conformance Cl-III ANSI/TPI 1, or for handl'ng, shi ppl ng, COMPANY n AN Ira eoMv instal tall on bracing of trusses. e V TOT. LD. 42.0 PSF SEAN- 46126 . A seal on thl s drawl ng or cover pegs I 1st'ng this drawl ng I ndl cotes acceptance of profess)anal en01 neer) �/ '4.0't,999 40. respans)bl I I ty sol el y for the deal gn show. The scot tab)l l ty and use of this drawl ng for any structure I s the 8351 Rovana Circle respansl 6111 ty of the Bun dl ng Des'gran per ANSI/Tpl t Sec.2. Sjdu W Q OUR. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more i nformau on see ml s)ob•s general notes page and these web s!tel:• '"'>7 W.C�� ALPINE: waw.al pi motto.con: TPI: wow.tpl nst.org: WTCA: wen.sbcl ndustry.corn; ICC. www.I((safe.org SPACING 24.0" JREF- 1VR87175Z04 Rooms:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 01 senWoods -- VER!FY VERT FY, OR - B) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 71 plf at -2.00 to 71 plf at 1.85 BC- From 4 plf at -2.00 to 4 plf at 7.94 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0psf, wind BC DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 7.94 BC- 17.96 I b Conc. Load at 2.00 Wind loads and reactions based on MFRS. BC- 22.88 Ib Conc. Load at 4.00 BC- 79.21 I b Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. R=100 4 I— ►Ef It 21-5-14 1 0-5-4 _ 1-0-10 --- �}20-8-12 2X4(A1)= rr L--2-0-0 'lc 1-10-3 >J< 6-1-1 �I Fr 7-11-4 Over 3 Supports R=326 U=55 W=5.5" R=107 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2.118 **WARN!NGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ea S)Cornelius OR 97113 ••IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �t�yD *°FF TC LL 25.0 PSF REF R7175— 31415 Trusses requl re extreme care In fab,,rating, handl ing, shipping, installing and braci ng. Refer to and follow `4 the latest edi ti on of SCSI (Bul ldi ng Component Safety Informatl on, by TPI and WrCA) for safety practl ces prl or TC DL DATE a ��. 10.0 PSF 06/03/16 ♦. to performing these functions. Installers shall Provide temporary bracing per 6CSI Unless noted ptnerwise, <4 14.59 , • top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached • rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! r BC DL 7.0 PSF All,4 O`� e ti ons B3, e]or B10 as aoppl i cabl e. Apply pl ales to each face of truss and posi tion as shown above and on I _I DRW CAUSR7175 16155223 L J 1 the bol nt Details, unless noted otherwise. Refer to drawl ngs 160A,For standard plate post LI ons. I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviatlon from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fel lure to bul I the truss In conformance wl th ANSI/TPI 1, or for handl ing, shl ppl ng, AN ITW COMPANY i nstal l ati on C brad ng of trusses •;❑ .y A s..1 on this drawing or cover R.R.IIsting tms drawl ng, lmlutes 'it ,,,,Ne c��/ TOT. LD. 42.0 PSF $EQN 45978 respond bl I 1 ty sol el y for the design shawl. The sul tabl I I ty and use oof acceptance npfooraa y structure neer!ng the 9 /`C 7,19$9 �`/ 8351 Rovana Circle respond bl l l ty of the Bul ldl ng Desl finer per ANSI/T111 1 Sec.2, an /V� Y/ W� PQ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see thl s j ob.s general notes page and these web si tes:s ��p,Y� ALPINE: www.al pi nei tw.corn TPI:ww,,.tpi nst.erg; WTCA: www.sbci ndustry.cernIGD: www.i ccsafe.nrg SPACING 24.01' J REF— 1 VR87175Z04 Roaew.:12'31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 Ol senwoods -- VERIFY VERIFY, OR - B1) Top chord 2x4 HF #2 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. 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 desi gn. factor for dead load is 1.50. 112-1-14 4 r- R=105 U=11 If 1-8-10 0-5-4 J _*20-8-12 i 2X4(A1)--- rr L--2-0-0 >L< 3-10-3 >I< 4-1-1 --.1 7-11-4 Over 3 Supports R=385 U=24 W=5.5" R=111 RL=42 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. J1RRppt, TY:6 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 .`WARNI NGI w•READ AND NN MIME ALL NOTES ON nus DRAPING! 825N4th Ave,ComehusOR97113 "IlwoRrANr" FURNISH THIS DRAWING 7n ALL CONTRACTORS INCLUDING THE INSTALLERS. `Ca • �� TC LL 25.0 PSF REF R7175— 31416 Trusses require extreme care in fabrlcating, handling, shipping, Installing and bracing. Refer to and follow />• the Iatest edition of BCSI (Building Component safety Information, by TPI and wrCA) for safety practices prior k/ 1 48 5 9�'Q TC DL /� to performing these functions. Installer=,hall provide temporary bracing per SCSI Unless noted nthe wise. Q 10.0 PSF DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached re91d ceiling. Locations shown for permanent Iateral ref int of webs shall have bracing installed per BCSI L., ,.'. BC DL ) Al �0��� s tions Ba, BT or BIO, as applicable Apply plates to each face of truss and poll ti on as snow„above and on ��'� 7.0 PSF DRW CAUSR7175 16155182 II the loin[Oetalls, unless noted otherwl se. Refer to drawl ngs 10A-Z for standard plate post tl ons. I Alpine, a division of ITS Builicab Components Group Ioc. chall not be responsible for any shown above from this a•. BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shl In , AN ITW COMPANY i natal 1 at on w bracing of trusses. pP % V A enol on this drew!ng or rover page IIat!ng thin drawl ng, Inal cotes acceptance of profeul snot .091 neer'ng r" '4'0 02 7,X9$9 Q4,�" TOT. LD. 42.0 PSF SEON— 45980 responsl bit l ty solely for the design shown. The sul tab! I ty end'Inc of'this drawl ng for any structure Is the IU Q 8351 Rovana Circle ponsl bill ty of the Bull di rig Designer per ANSI/TPI 1 Seo.2, S�'ryn .,,— D U R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informatl on see this Job's general notes page and these web 51 Les: ALPINE' www al pi mel tw.cam, TPI:www.tpi nst.org, '"TCA: www.sbcl ndustry coma ICC: www,ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" J REF— 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - B2) Top chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. • 11 22-9-14 1 R=173 U=26 4 1 2-4-10 il 0-5-4 i 4 �}20-8-12 2X4(A1) rr L-2-0-0 >J< 5-10-3 ›.-I< 2-1-1--->1 l 7-11-4 Over 3 Supports R=451 U=27 W=5.5" RL=58 R=117 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 010110 TY:6 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon 003)357--2118 ”WARNI NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th ponent Cornea's OR97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. C"k �f TC LL 25.0 PSF REF R7175- 31417 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 'Os- the latest edition of BCSI (Building Component Safety Information, by TPI and WICA) for safety practices prior �, 14659 k9 TC DL 10.0 PSF DATE 06/03/16 to performing these functl ons. Installers shall provide temporary brat;ng per BCSI. Unl essnsnoted otherwl se. c — top chord shall have properly attached structural sheathing and bottom chord shall have a pe attached rigid ceiling. Locations shown for permanent lateral restraint of webs hall have bracingpi talIed per BCSI !, L -'� BC DL 7.0 PSF DRW CAUSR7175 16155183 AO`� sections B3, B7 or BIO, as applicable. Apply plates to each face of truss[and pos;t;on as shown above and on — II L J I the_lei nt Petal ls, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pos;tl ons. BC LL I Al pine. a di v;sl on of I TW Bp;I di ng Components Group Inc. 5hal I not be respons;bl a for any dev;at;on from thi s ...i -i' 0.0 PSF CA—ENG CWC/CWC ' drawl ng, any fall ure o build the truss In conformance with ANSI/TPI 1, or For handl l ng, shl poi ng, v AN ITW COMPANY instaliatinn a bracing of trusses 9• '4•C �'t9a9 TOT. LD. 42.0 PSF SEQN— 45982 . A seal on thl s rawl ng or cover page 11st!ng tel s drawl I I ndl utas aouptance of professional alp)neer) Q respanslbl l l ty solely for the design shawl. The sul tab)ng, and use of this drafting for any structure Is the / 8351 Pavane Cvcic respond bl n ty of the Pul l di ng Deal goer per ANSI/TVI 1 see.2. S'14N w.okr OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformati on e this j ob.s general notes page and these web s;tee: ALPINE' www.al pi ne' sitw.eom, TPI:see tpi mat.erg: MCA: www.sbc;ndustry.com: ICC www i ccsafe org Renews:12/31/2017 SPACI NG 24.0" JREF— 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Wi ndwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - B3) Top chord 2x4 HF #2 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end verti cal not exposed to wi nd pressure. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 4X5 III MI Li711 3-1-0 0-5-4 i � �JI20-8-12 / 1. 5X4[9] III r 2X4(A1) --2-0-0-->1 7-9-8 1"12 -71 Fc 7-11-4 Over 2 Supports R=517 U=34 W=5.5" R=309 U=30 RL=74 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. s.l� 1 .,, TY:21 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING!*•READ ARD FOLLOA ALL NOTES ON THIS DRAIN NG! 825 N 4th Ave ofOreCornelius R 97113 .9 NPORTANr•• FURNISH njI S CONNING TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31418 Trusses regul re extreme care In fabri cats ng, handl ing, shl ppi ng, Instal l ing and bracing. Refer to and fol low the latest edi ti on of BCSI (Hui l di ng Component Safety Information, by TPI and WTCA) for safety practices to performing these functions. Installers shall Provide temporary bracing per SCSI. Unless noted onherwPse, [op chord shall have properly attached structural sheathing and bottom chord shall have a erl attached x`46 146599 TC DL 10 0 PSF DATE 06/03/16 rigid ceiling. Locations shown for permanent lateral restral nt of webs shall have braci ngp notal l ed per BCSI 1 r T. sectl ons BO, Od or B10, as aa AP tedppl other Apply plates to each face of truss and position as shown above and on1 BC DL 7.0 PSF DRW CAUSR7175 16155184 ,4 11 I Q,�N II the_Icor nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi tl ons. ILI• pi ne, a di.,i si on of I TV Bui I di ng Components Group Inc. shal I not be respecsi bl a for any devi all on from chi. e.•, _,.. BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any£allure to build the truss In conformance wl tli ANSI/TPI 1, or for handl ing, shl ppi ng, AN Irw COMPANY i nstal I oni on R drawl ng or trusses. P 9� '�c�a 7,�9�9 Q�v TOT. LD. 42.0 PSF SEON- 45984 A roepo on tills drew ng Sr Cover papa I I stl ng thl s cl to ng, I MI drotescoo acceptance of professional N anal neer/ pons/bill ty sol el y for the deal gn slaw. The sul tab/I ty and use of tills drawl ng for any structure 1 s the 8351 Royana Circle respond bill ty of the Sul l dl ng Designer per ANSI/TPI 1 Sec.2. �14I CPQ DUR.. FAC. 1. 15 Sacramento,emG,CA 95828 e N MI/,G FROM BB For more informnti on see this jobs general notes page and these web sites: ALPINE: www al pi nal tor.corn; TPI: waw.tor not.org; WTCA: www.sbcl ndustry.cam: I CC: www.i ccsafe.org Renews:12/31/2017 SPACING 24.0" J REF- 1 VR87175204 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 pl f at -2.00 to 71 pl f at 1.85 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 4 pl f at -2.00 to 4 pl f at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 pl f at 0.00 to 7 pl f at 7.94 DL=4.2 psf. BC- 17.96 I b Conc. Load at 2.00 BC- 22.88 Ib Conc. Load at 4.00 Wind I oads and reacti ons based on MWFRS. BC- 79.21 I b Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ioad applied per IRC-12 section 301.5. factor for dead load is 1.50. R=-25 Rw=3 4 I- 1 Y A 21-5-14 1 1-0-10 0-5-4 ) 4_20-8-12 If 2X4(A1) -2-0-0 1-10-3- 1-1-5-1< 4-11-12 r' 7-11-4 Over 4 Supports >1 R=305 U=56 W=5.5" R=176 W=5.5" R=73 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. p1pfpoi,, QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWING! �r F TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•I IPoRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUD1 NG THE INSTALLERS. REF R7175- 31419 Trusses regal re extreme care In feet!cati no, handl I ng, shipping, Installing and bracing. Refer to and follow L��1 the late=r edities of BcSIti ns.I di ng Component safety Information, by TPI and ARCA)SI for safety ted o ces pri or \ TC DL 1 0.0 PSF DATE 06/03/16 to performing mesa functions Installers ctal1 provide temporary tom hg per all unless pored otherwise. 14659 top chord shall have properly attached structural sheathing and bottom chord mall have a properly attached Ir rigid calling. Locations shown for permanent lateral estraint of webs shall have bracing installed per BCS! t, �' BC DL 7.0 PSF DRW CAUSR7175 16155185 NI7I Pig II ectl ons B3, B7 or 610, as applicable. Apply plates t"each face of truss and position as shown above and o A 1' O the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a dl vi si on of ITN 6ui 1 dl ng Components Group Inc. shat I not be respond!ale for any devl ati on from thi s if.:....any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, v AN Irw COMPANY Instal len on N brae eQ or trusses. 9 �F.,7,�9go°' �(f`' TOT. LD. 42.0 PSF SEAN- 45990 A seal on thi s drawl ng r cover pegs 11 at!ng thi s drawl ng, I MI cotes eptence of profess!orel onto near!ng / A reapollsl m I1 ty of el y fe teththe dl ng Dasl grey per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformati on see thi s Job's general notes page and these web Si tes: ALPINE www,al pi nel tw.coin, TPI:www.tpi not.org; WTCA: www.sbci ndustry.cow; ICC www.i ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - El) Top chord 2x4 HF #2 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd 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 desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. �( 2-1-14 R=89 U=16 4 1-8-10 It 0-5-4 .r +20-8-12 2X4(A1)= r L -2-0-0 > c 2-6-0 —1-5-11 >i< 3-11-9 J lac 7-11-4 Over 4 Supports >1 R=349 U=41 W=5.5" R=73 RL=42 R=178 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01.00. 4•Pe.F AI B W, Y:2 OR/-/1/-/-/R/- Scale =, 5"/Ft. Truss Components of Oregon (503))357-2118 ...WARNING!•• READ AND FOLLOs ALL NOTES ON THIS DRAWING! REF R7175- 31420 825 N 4th Ave,Cornelius OR 97113 I Irggrurr•• FURNISH THIS DRAPING TO ALL CONTRACTORS I xcLuol NG THE INSTALLERS. �S �a TC LL 25.0 PSF Trusses requl re extreme care In fabricating, handling, shi poi ng, Installing and bracing. Refer to and follow the Iatest edition of SCSI (BuiIding Component safety Information, by TPI and WTCA) for safety practice=prier �� 14659 '9 TC DL 10.0 PSF DATE 06/03/16 to performing mese fproti onsper!y Installers stall proveth temporary bracing per alI a ess otherwi 1411164, _� CAUSR7 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel l i ng. Locate ons shown for permanent lateral restraint of webs shat l have bracing tai I ed per BCSI '• 1 .,-, BC DL 7.0 PSF DRW 1 75 16155186 ,4 sections 63, BJ or 6'10, as applicable. Apply plates to each face of truss and position as shown above and on II PIN I the Joni nt Details, unless noted otherwise. Refer to drawings 1,60A-Z for stantlartl plate posltl ons. I 1 Alpine, a division of ITW Building Components Group Inc. stall not be responsible for any deviation from this IN/ BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bug I the truss in conformance wl th ANSI/TPI 1, or for handl I ng, shipping, AN ITN/COMPANY installation R bracing of tru==es .9 To.71 10 A"' TOT. LD. 42.0 PSF SEAN- 45992 . Asseal on this drawl ng or cover pegs I I stl fl thl s drool n1qp I ndl eetes eeesptence of profess)0Ml snpl nearing 'S pans)blllty solely for the design sham. The suI[obi lIty are use of this dray!ng for any structure Is the rZOIM yj G DUR. FAC. 1. 15 FROM BB r' 8351 Rovana Circle esponsl bI I I ty of the cul I dl ng Desi goer per ANSI/TPI 1 sec,2. Sacramento,CA 95828 For more I nformati on see the s j ob.s general notes page and these web sites: ALPINE: www co,pi nee tw.coTPI:ww.tpi nst.org, lyiGA: www,sbci ndustry cow I GC. www,i ccsafe.org Renews:12/31/2017 SPACING 24.0" J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - E2) Top chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MINERS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead I oad i s 1.50. @ (0 92-9-14 / R=157 U=27 4x - 2-4-10 b 0-5-4 4 ] +20-8-12 / 2X4(A1) 1-< — 2-0-0 >i< 2-6-0 >t< 3-5-11 >i< 1-11-9--->.I 7-11-4 Over 4 Supports R=378 U=39 W=5.5" RL=58 R=192 W=5.5" R=72 Desi gn Cri t: I RC2012/TPI –2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. Truss Components of Oregon (503)357-2118 "WARN!NGI•w READ AND FOLLOW ALL NOTES ON TRIS DRAWING! BROFf Y 2 OR/–/1/–/–/R/– Scale =. 5"/Ft. 825 N4pQnent Cornelius OR 97113 1. ••IIPORTANT•• FORIISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ee��`� !e TC LL 25.0 PSF REF R7175– 31421 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow V A_ Q the Iatest edition o£BCS! (Building Component Safety Information, by TPI ar,g WTCA) for safety practices prior 1 46 5 9�� TC DL DATE t. to performing these function= Installers shall provide temporary brae;ng per BCS! Unless noted otherwl se. Q 10.0 PSF 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent Iaferal restraint of webs shall have brat;ng installed per BCS! a• _..� BC DL 7.0 PSF .4 O`� sects ons 83, B7 or B10, as appl i caul e. Apply pl aces to each face of truss and ago.tion as shown above and on DRW CAUSR7175 16155187_ II L 1 1 the Jo;nt Betel ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. Al drawl nes a division of lTISbu Boi ldi g Components Group e w =hal, net be responsible for any devi aU on from this BC LL 0.0 PSF CA–ENG CWC/CWC tl ravel ng, any failure to bul I the truss In conformance with ANSI not 1, eors for handling, shlpp;ng, v AN ITW COMPANY i o=ral I at on x brae;ng of trusses. . A seal on this draw ng or cover page IIat!op this drawl ng, INil cotes acceptance of professional 0091 neon fig 9/r,, 7,AO Q�j\f TOT. LD. 42.0 PSF SEON 45994 responsi bill ty so1 ely for the desl gn shawl. The UNI tebl Icy and use oft Is draw nag for any structure Is the �ay� Q 8351 Rovana Circle raspons bill ty of the BUI I ding Designer per NMI/TP1 1 See.2. \\14....., -................)•,7' W.G OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see chi s/ob•s general notes page and these web si res, WIC, w ALP!NF, www.al pi nes tw.cony TPI: www.tags nst.org, WTCww.sbci ndustry.toms ICC, www.i ccsafe org Renews:12/31/2017 SPAC I NG 24.0" JREF– 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - E3) Top chord 2x4 HF #2 120 mph wi nd, 22. 16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W1.5X4 S 2.25 2X4 III I 14 1 3-1-0 It 0-5-4 i ■ CJI 4_20-8-12 / 1. 5X4[10] III 2X4(A1) L--2-0-0 >c 2-6-0 >tc 5-5-4 F- 7-9-8 1"12 'r1 H: 7-11-4 Over 3 Supports R=392 U=36 W=5.5" R=247 U=29 RL=74 R=209 U=2 W=5.5" Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .:0� QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI•• READ AND FOLLON ALL NOTES ON THIS DRARI NG! 825N4th Ave,CorneltusOR97113 ••INpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F TC LL 25.0 PSF REF R7175- 31422 Trusses require extreme care In fabrl cats ng, handling, shi ppl ng, instal l ln9 and bracing. Refer to and follow �� ��� the Iatest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior Q 9 TC DL 1 0.0 PSF DATE 06/03/16 T. to Performing these font'ons. Installers shall provide temporary bracing per BCSI. Unless noted therwl se. 48 59 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent laterol restraint of webs shall have bracing Installed per BCSI BC DL 7.0 0 PSF ce A O�� ecti ons H3. BT or B10 as app'Icabl e. Apply pl ares to each face of truss and position as shown above and on 1,4011110 DRW CAUSR7175 16155188 II L he Joint Details, unless noted on, Refer to drawings 160A-Z for standard plate pnsitlnnsBC LL I AI pl ne, a dl vi si on of ITR Bui I di ng Cwnponents Group 1 nc. shall not be responsi bl a for any devi ati on from this 0.0 PSF CA—ENG CWC/CWC drawl ng, any fall ure to toIld the truss In conformance with ANSI/TPI 1, or for handl l ng, shl eel ng, a:� .a AN ITWCOMR4NV Installation R bracing of trusses. 9 ,f 7t' $9 'r TOT. LD. 42.0 PSF 45996 . A seal on NW s drawl ng or cover page I I st1 till s drew ng, I MI mates oftill acceptance of profess'mal alp'Marl Dg C 9 SEON- raspmsl bill ty sol el yfor the design or per The sul tab'f [y and use of TMs drawl ng for any structure 1 s the /S „s 835,Rovana Circle respms'bi l 1 ty of the WI'di ng Desi finer per ANSI/TF11 sea 2. r,�N�.GO"( DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see thi s j ob•s general notes page and these web sites: ALPINE: wan.al pineltw.cam. TPI: www.tpinst erg: WTCA: woo,.sbclndostry con ICC. www.iccsaFe org SPACI NG 24.0" J RE F- 1 VR87 1 75Z04 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - M) Top chord 2x4 HF #2 Special loads Bot chord 2x4 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at 0.00 to 70 plf at 4.00 BC- From 14 plf at 0.00 to 14 plf at 4.00 120 mph wind, 25.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 669.20 Ib Conc. Load at 2.06 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wi nd loads and reacti ons based on MWFRS. End verticals not exposed to wind pressure. 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 must be installed as shown with top chord up. The TC of this truss shall be braced wi th attached spans at 24" OC i n Iieu of structural sheathi ng. 3X3= 1.5X4 III El 0 4-10-0 4-10-0 liij . 70-8-12 1.5X4 III 3X3 1"12 1"12 3-8-8 1 Itc 3-10-4 k-4-0-0 Over 2 Supports -H R=492 U=50 R=513 U=51 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=20/0(00/0)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ...WARMNGI w•READ AND FOLLOW ALL NOTES ON THIS DRAWING! teXD -OFF TC LL 25. PSF 825 N 4th Ave,Cornelius OR 97113 *9IvFUR NI FUISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 REF R7175- 31423 rn Trusses require extreme care In fabricating, handl l ng, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Bun ding Component Safety Information, by TPI and WTCA) for safety practices prior p46%)111* TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall pshe sheath' temporary bracing per alI Unless noted attach se. �� 1 46 59 -T top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brad ng nstal l ed per BCSI ,4 L�`� n se pions B3 B>or B10 as applicable Apply plates to each face of truss and position as shown above and on BC LL 7'0 PSF DRW CAUSR7175 16155189 1 Ir BC DL I the Joint Details, unless noted otM1erwl se. Refer to drawl ngs 160A-Z for standard plate post 1-1 ons. I AI Ine, a division of R W Buildi g Components Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance wl 1-h ANSI/TPI 1, or for handling, shl ppl ng, AN RTW eo nnwwv installoti on A broci ng of trpsaea v TOT. LD. 42.0 PSF SEAN- 46153 Ara seal on UM s draw ng or cover page I I stl ng till a drawl 09, 1 ndi cotes acceptance of professional enol nesrl 40. 'F 71-1 49 (V+ sponsi ill I ty solely for the deal fin shown. The sul tabl Il ty and use of this drawl ng for any structure Isnthe C 9 8351 Rovana Circle responsl bill ty of the EU l dl ng Deal nor par ANSI/TPI 1 Sec.2. Sr/�M W.c9 " OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job s general notes page and these web sites: O ALPINE: ww,,al pi ilei 1-w.cpm; TPI: www.tpi nst.pre; WTCA: wwwsbci ndustry.cpm; ICC: www.i«safe.org SPACI NG 24.0" J REF- 1 VR871 75Z04 Rat^ws:12'1-344017 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - M1) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 pl f at 0.00 to 70 pl f at 4.00 BC- From 14 pl f at 0.00 to 14 pl f at 4.00 120 mph wind, 24.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 383.65 Ib Conc. Load at 1.94 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wind loads and reacti ons based on MWFRS. End verticals not exposed to wind pressure. 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 I oad. Creep i ncrease factor for dead Ioad is 1.50. Truss must be installed as shown with top chord up. The TC of thi s truss shall be braced wi th attached spans at 24" OC i n Iieu of structural sheathi ng. 3X3= 1.5X4 III LI 0 3-5-4N 3-5-4 S 2 ©. 20-8-12 ' 1. 5X4 III 3X3 1"12 1"12 3-8-8 1'r 3-10-4 1-4-0-0 Over 2 Supports R=366 U=37 R=354 U=36 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=20/0(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 •"MARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NG! Qt0 '04 TC LL 25.0 PSF REF R7175- 31424 825 N 4th Ave,Cornelius OR 97113 ••1 NPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'cA Trusses regui re extreme care In fabri call ng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of eCSI (Building component Safety Information, by TPI and RICA) for safety Practices prior t ��w TC DL 10.0 PSF DATE 06/03/16 T. to performing these fundi ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, Ak.. 1465g '9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly ut per attached ^r BC DL 7.0 PSF . 41111114, rigid cei I i ng. Ectad ons shown for permanent I ateral estrai nt of webs shat I have brad ng Instal I ed per dCSI DRW CAUSR71 75 16155190 I�O�� 1 sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on II I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITW 8uildi ng Components Group Inc. shall not be responsible for any devi atl on from this drawl ng, any fel I urs to but I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shl ppl ng, e:-i �F' AN ITW COMPANY i metal I at on s bract ng of trusses. TOT. LD. 42.0 PSF SEAN- 46155 A seal on thin drawl ng or cover page 1 Intl ng thl s drawl ng, I ndl utas acceptance of profs I coal engl neon ngK....................00/4" FL+ 9�9respons1 bl 11 ty awl ely for the deal gn shown. The sul tabl l l ty and use of thls drawing fors any structure Is the 7tQQ� OUR. FAC. 1. 15 FROM BB 8351 RovBna Circle responsl b1 I I ty of the gut I d1 ng Deal goer per ANSI Tri l 1 sec,z. U ww��Sooramento,CA95828 For more Inform,atloo s e thpinst,s general notes page and these web sites: eI VSPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi mel tw.tom; TPI: www.tpl net.org; ARCA: www.sbclrmustry.tom; ICC www.,ccsafe.org Ren^wg:-43tT4/%047 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - G) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bld Located TC- From 71 plf at -2.00 to 71 plf at 1.85 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 wind BC BC- From 4 plf at -2.00 to 4 plf at 0.00 DL=4.2 psf. psf, BC- From 14 plf at 0.00 to 14 p1 f at 4.00 BC- 17.96 I b Conc. Load at 2.00 Wi nd I oads and reacti ons based on MFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total I oad. Creep i ncrease load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4 r 11 4_8-10-4 q _k_ R=13 0-5-4 J I 1-0-10 �- 8-1-2 Y 2X4(A1) L--2-0-0 1-10-3 plc 2-1-13- ---.1 -4-0-0 Over 3 Supports -- 1 R=344 U=24 W=5.5" R=53 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1 ' QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)3574118 wwWARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' ORF 825 N 4th Ave,ofCornelius OR 97113 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS '`� TC LL 25.0 PSF REF R7175- 31425 •Trusses require extreme care in fabricating, handling, sM1ipping, Installing and bracing. Refer to and follow 4, the latest edition of BCSI (Building Component Safety Information, by TPI and I./ICA) for safety practices prior 4w 14659 'Q • TC DL 1 0.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r rl gid cel I i ng. Locatl ons shown for permanent I ateral estrai nt of webs shat I have bract ng i nstal I ed per BCSI BC DL DRW CAUSR7175 16155191 ,4 O`� ! se tions 03. 07 or 010, as applicable Apply plates to each face of trussandposition as shown above and on L' 7•Q PSF II L J I the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I Alpine, a division of ITW BuiIding Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IrwCOMWSryv installation A bracing of trusses. $9 v TOT. LD. 42.0 PSF SEAN- 46002 A seal on this drawl ng or cover page I I sting thl s drawl ng, I non utas acceptance of professional engl nearing *.:4C.0.7,19 Iv responsl W l I ty sol el y for the dell gn shorn. The sui tab'I ty and use of thi s drawing for any structure is the p 8351 Rovana Circle responslblllty of the eulltling Deal gner per ANSI/TPI 1 Sec,2. -/,1U�.`.OS OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this j ort s general notes page and these web sites, �YWI ALPINE: www.alpineitw.coTPI: www. WTCA: www.sbcindustry.coo' ICC' www.iccsafe.org SPACI NG 24.0" J REF- 1 VR87 1 7 5204 m; Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - G1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=-45 Rw=17 U=31 41-- 11 if 1 +8-8-11 0-5-4 i-� 0-1I1-4 ���� V 8-1-2 i R=8 Rw=14 U=12 2X4(Al) —2-0-0-- 1-6-0 Over er 3 Supports r. R=349 U=34 W=5.5" RL=20 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I..r:Q1PRO, TY:9 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 "WARM NGI a•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 I NroRTAxr•' FURNISH THIS DRAWING TO ALL CONTRACTORS I NDLUDI NG THE INSTALLERS. `����"��. TC LL 25.0 PSF REF R7175- 31426 Trusses require extreme care in fabricating, handl I ng, shipping, installing and bracing. Refer to and fol low d - the latest edition of BCSI areiIding Component safety Information, by TPI and and for safety practices prior 44 14659 9 TC DL 10.0 PSF DATE 06/03/16 to performs ng these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. s - p chord hall have properly attached structural sheath!ng and bottom chord shall have a properly attached regi d cei I i ng. Locati ons shown for permanent lateral estrai nt of webs Shall have braci ng I nstal I ed per Bcsl W. W g.r:j BC DL 7.0 PSF DRW CAUSR7175 16155192 tl 11 O`� II Te sAl tl ons B3, B)or B10, as applicable. Apply plates to each face of truss and position as shown above and on �. — Illl L J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate po=i ti ons. BC LL pine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this .:. .a. 0.0 PSF CA-ENG CWC/CWC drawing, any failure to hui I the truss in conformance with ANSI/TPI 1, or for handling, shipping, v AN ITW COMPANY I nstal I ati on m bracing of tresses. . Aeeaa! on this drawl ng or cover page listing MIs drew ng !nigtes accepter.*of professional engineering 9/ 'i.e. X9$9 AN TOT. LD. 42.0 PSF SEQN- 1497 REV pons!bi II ty solely for the design shown. The sal tab!1 Iu ty and use of this drawing for any structure Is the 8351 RovanaCvcic reasons!bl I I ty of the Building Deal gner per ANSI/TPI 1 Sec,2. sT/gpyy Mk DOR. FAC. 1, 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s j ob•s general notes page and these web sites: ALPINE: wvew.al pi dei tw.toms TPI::,ver.'.tpl oat_org: %RCA: www ww.sbci ndustry.con, I DG: uI ccsafe.erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -WIndwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - D) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 pl f at 0.00 to 14 pl f at 3.94 DL=4.2 psf. BC- 17.96 I b Conc. Load at 2.00 • Wind loads and reactions based on MWFRS. 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 Ioad is 1.50. 4 i 11 +13-10-2 I ii R=12 1-0-10 0-5-4 1if I +13-1-0 6 2X4(A1) -2-0-0 >1< 1-10-3 >L 2-1-1-J 1.<3-11-4 Over 3 Supports -H R=344 U=24 W=5.5" R=52 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 019R6 TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 '.WARM NGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,Cornelius OR97113 "IMPORTANT" FURNISH THIS DRAMNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `y e TC LL 25.0 PSF REF R7175- 31427 Trusses requl re extreme care In fabricating, handling, shi ppl ng, Installng iand bracing. Refer to and follow - the I atest edition of BCSI (Bni I di ng Component Safety I nformatl on, by TPI a AICA) for safety practi cos prior 41414859 "Q - TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, I. [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I I ng. Locatt ons shown for permanent I ateral rostral nt of webs shat I have bract ng i nstal I ed per BCSI , t BC DL 7.0 PSF DRW CAUSR7175 16155193 �O�O 1 sections B3, B7 or 8nd 16, as appllcab!e. Apply plates to each face of truss aposition as shown above and on Allthe Joint Details, unless noted otherwise. Refer to drawings 160A,for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi si on of I TIN Bui I dl ng Components Group Inc. shat I not be responsi b1 a for any deviation from thi s e,' -'s drawl ng, any fai I ure to bul Id the truss In conformance filth ANSI/TPI 1, or for handling, shipping, Nr AN ITwCOMPANY instailatIon&brach'�esepeps hating tms drew IedteAtes eeesptenee of professlonel enpinasrinp 9/ 'Fe 7N 19$9 Q47 TOT. LD. 42.0 PSF SEON- 45998 A seel on MIs tlrarl rp responsl bl I I ty solely tsar the dost RR sl an. The sial tebl I I ty antl usa or[hl s arewl BM Tor e,ty stru<turn I e the S-41/W.`.�- DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl I I ty or the Rut I di ng Oesl peer per ANSI rtPl 1 See,2. Sacramento,CA 95828 For more'tw.con. TPI:nformati on see thi s j ob's general notes page and these web sites: ALPINE: www al pi neiwww.tpi nst.org. INTGA: www.sbci ndustry com. I www.i ccsafe org Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 01senWoods -- VERIFY VERIFY, OR - Dl) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. 1. 5X4 III 111 1 4 1 _....iiiiiiiiiillil 1-9-0 0-5-4 mem. jimimiiiiJ 4_13-1-0 1. 5X4 III 2X4(A1) 1-c---2-0-0-->i I 3-9-8 12 H3-11-4 Over 2 Supports -'I R=370 U=10 W=5.5" RL=33 R=116 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2/D(O%)/4(0) 16.01.00. pl g TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. g g Truss Components ofCornelius on (503)357-2118 ...WARM RNI w, READ AND FGLTOM ALL O TRA TO THIS DRAWING! �4 ��� REF R7175- 31428 825 N 4th Ave,Cornelius OR 97113 ^1IPORTAgt•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shi ppl ng, Instal l l ng and bracing. Refer to and follow ��" �Q the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prior W 14659 '/ TC DL 10.0 PSF DATE 06/03/16 to Performing these fundi ons. Installers shall provide temporary bracing per BCSI. Ilnl ess noted otherwl se, q:. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I I no. Locati ons shown for permanent I ateral restraint of webs shat I have bracing installed per BCSI I,y 1 . BC DL 7.0 PSF DRW CAUSR7175 16155194 ILI `� Ise tions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 1' O 1I the Jol nt Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate post tl ons. n AII pine. a division of ITw Building Components Group Inc. shall net be responsible for any deviation from this _ BC LL 0.0 PSF CA-ENG CWC/CWC a drawl n, nyon a fel I ure to WI I the truss in conformance with ANSI/TPI 1, or for handling, shi ppl ng, v _ AN ITWCOMPANY Instalglatibracing of trusses. ,9 'FQ> 1qO9 Q(4 TOT. LD. 42.0 PSF SEON- 46000 A seal on l l a drawl Ip or eowr page 11 atl ng MI s draat ng, I MI eates soospt0 dr of 9 for of ones!,anti neer) -q respmal el I I b sol el y}br the dell gn shown. The sul taEl I I ty elm use of t l s tlrawl ng for arty structure I she Yj� 8351 Rovana Circle reaponal enity of the gun al rig gear goer per tool/TPI 1 see.s. '. Nor Cr�p DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morenformatl on see this jos general notes page and these web sl tea: ALPINE: www.al pi men bto.con; TPI: www.twnst.erg: MCA: mow.sbcindustry.com; ICC. www.icc,afe.org Renews:12/3112017 SPACI NG 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) t, ASCE 7-10, CLOSED bid Located TC- From 71 plf at -2.00 to 71 plf at 1.85 120 mph wind, 21.14 ft mean hgt, 9 BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 0.00 to 14 plf at 3.73 DL=4.2 psf. BC- 17.96 I b Conc. Load at 2.00 Wind I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4 r rA 21-5-14 1 _____— R=9 0-5-4 1-0-10 20-8-12 If 2X4(Al) —2-0-0- - -1-10-3 >i< 1-10-9 3-8-12 Over 3 Supports R=343 U=47 W=5.5" R=49 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. ollkfiare, TY: 1 OR/-/1/-/-/R/- Scal e =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI ww READ AND Fonar ALL NOTES ON THIS DRAM NG! TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 ••IIWORTANT`• FIRINISH THIS DRAWING TO ALL CONTRACTORS INCLUOING THE INSTALLERS. REF R7175- 31429 Trusses regui re extreme care In fabrl cat I ng, handl l ng, shl ppi ng, Instal l l ng and bracing. Refer to and follow the latest edition of BCS! (Building Component Safety Informatl on, by TPI and'MCA) for Safety practices prl or to performing these functions. Installers shall Provide temporary bracing per BCSl. Unless noted otherwise, wi‘~� top chord shall have properly attached structural sheathing and bottom chord shall have pert attached rl gid cel Ii ng. Locatl ons shown for permanent lateral restraint of webs shall have brad ng Pi metal l ed per BCSI t 13 4 59 9 � TC DL 10 0 PSF DATE 06/03/16 II LO,AilhJ .4 `� : n e tions B3 BJ or e10 as applicable Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16155195 the Jolnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate pnsitlons.AI pi ne, a di vision of I TV Bui I di ng Components Group 1 nc. steal I not be responsi bl e for any deviation from thl s eBC LL.., _II 0.0 PSF CA-ENG CWC/CWC drawing, any fall ure to build the truss in conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMRANY natal inti R brad ng of trusses. 9 '4'0.7,00 �s " TOT. LD. 42.0 PSF SEON 45986 A seal on this drawl ng or cover page I I sting this drawl ng, I ndl cotes acceptance of professl anal engi neeri ngQ`� responsl bill ty solely for the des'fin shown. The Sul tabl II ty and use of this drawl ng for any structure Is the C 8351 Rovana Circle respond bill ty of the Boll ding Uesl finer per ANSI/TRI 1 Sec.2. `�T/qN wr at DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nfornati on see thi s J ob•s general notes page and these web Si tee: ALPINE: www.al pi meltw.cpm, TPI: www.tpinet.org, OCCA: www.sbclndustry.cpm, Inc sync erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - C1) Top chord 2x4 HF #2 120 mph wind, 21.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4x 1 1-8-3 it i 0-5-4 mom jimmimimis 20-8-12 1. 5X4 III 2X4(A1) -2-0-0— 3-6-02 l< 3-8-12 Over 2 Supports R=361 U=32 W=5.5" RL=41 R=107 U=8 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/6(0%)/4(0) 16.01.00. 4 -.!p pip;O •TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Comph ofOre on 1503)357-2118 "WARN!NGI••READ MD FOLLOW ALL NOTES ON THIS DRAWING! ��if `F TC LL 25.0 PSF REF R7175- 31430 •• 825 N 4Ph Ave,Cornelws OR 97113 I IFORTANT•• FURNISH TNI S DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses regui re extreme care In£abri cats ng, handling, shipping, Install l ng and bract ng. Refer to and follow the latest edition of BCS! (Building component Safety Information, by TPI and ARCA) for safety practices prior �tti�. 14659�T 'e� TC DL 10.0 PSF DATE 06/03/16 .... to perFormi ng these functl ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng Lorca.ons shown for permanent I steer:! estrehi nt of webs shat have brad ng I nstal I etl per BCS! 11,400/Mi BC DL 7.0 PSF DRW CAUSR7175 16155196 A r, 11 3[Isections B3, el or Bt6 as aoted cable. Apply plates to each face of truss and position as shown above and on `III O ! the mint Details, unless noted othdi ng Compo Refer Cr to drawings I not for standard plate positions.AI BC LL 0.0 PSF CA-ENG CWC/CWC I drawl neo a di fill on of ITR Building Components Group Inc. shat! not be ror for bio for any deviation from this 0,!......-4. drawing, any Failure to bulltl the truss In conformance wi tH ossa/TPI 1, or for Handling, shipping, v AN Irw COMPANY installation s bracing of trusses. p 9 To 7 >0;1 TOT. LD. 42.0 PSF SEAN- 45988 . A seal this drawl ng or cover page I 1 stl!g thl s drawl ng, I nil mites acceptance of professional e I neer!lq < Q reseals!bl I 1 ty sol el y for the deal gn shaven. The sul tab!I ty and um of thl s drawl ng for any structure I s the srgM w.CN�Q OUR. FAC. 1. 15 FROM BB 8351 R6yana 9582 responsl b1II ty of the cul I dl ng Desi goer per ANSI/TPI 1 Sec.2. Sacramento,en9saza For more i w roe.tlon see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1VR87175Z04 ALP]NE: www.al pi net Ow.Com; TPI: www.tui nst.org; :TCA: www.sbcl ndust ry.Com; ICC: www.,ccsafe.org Renews:12137/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - SGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hg t, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind Ioads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top desi gn. chord must not be cut or notched. Deflection meets L/360 live and L/240 total load. Creepincrease Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead Ioad is 1.50. load applied per IRC-12 section 301.5. 1. 5X4 III 1_i__ 4 7-- 1-3-4 0-5-4 ;11" �� "ill 1111111immimilmiL li 2X4(A1)= 1. 5X4 III Lc---2-0-0--- 1"` 2-0-0- - 2-4-4 1.12 'r1 2-6-0 Over Continuous Support R=166 PLF U=81 PLF W=2-6-0 RL=33 PLF Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!""READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,Cornelius OA97113 "•IWPORTANT•" FURNISH THIS DRA'WINGTOALL CONTRACTORS INCLUDING THE INSTALLERS. ��� �� TC LL 25.0 PSF REF R7175- Trusses require extreme care in fabricating, hantlling, shipping, installing and bracing. Refer to and follow r_�� 31431 the latest ea;tion of eme care l di ng Component hafdlI Infohmppi on, by TPI Ing and for g. Ret•V to performing these functions. Installers Shall prowl de temporarybracin safety tedpractices pre, V 14659�'Q TC DL 1 0.0 PSF DATE 06/03/16 top chord shall have structural g per alI a ass proper! otherwise, properly attached s entu Wal sheathing and bottom chord shall have a properly attached lr r;g;tl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS, BC DL Ail ^`� I e ti ons B3 BJ or UnO as app/Icab/e. Apply pl ate=to each face of truss and position as shown above and on . 1 . 7.0 PSF DRW CAUSR7175 16155197 II L' J I i the nt Details, less noted otherwise. Refer to drawings 160A-Z for standard plate post ons. I Alpine, a division of ITW BuiIdirg Components Group Inc. shatI not be responsible for any dev;atlon from this BC LL O.0 PSF CA-ENG CWC/CWC drawing, any failure to bulId he truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, a -. AN ITW COMPANY ,o=ral I ate on a brace ng of trusses. . Asseal on MIs drawl ng or Cover page IIet'ng this drool ng, Indentes aeee t.noe of rofess'onel , 1neerllq 9 " TOT. LD. 42.0 PSF SEAN- 46203 pons'b'I I ty sol el y Tor the design show. The.ul tab/II ty and use of this drawl ng for any structure Is the 9/� ,fC 7,199 QQ� 8351 Rowan Circle response bI I I ty of the Dui I dl ng Des'goer per ANS'RPI 1 Sec.2. /,QN�r GHp DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more,nformau on see tnI s job's general notes page and toes,web sl res: ALPINE: www.al pineitw.coal! TPI: www.tpenst.org: WTCA: www.sbcindustry.con, ICC: www.iccsafe.org SPACI NG 24.0" J REF- 1 VR8 7 1 75Z04 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - S) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 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 for dead load is 1.50. 1.5X4 III q 4 r ril it 1-3-4 0-5-4 i miI _11-1-0 V 1. 5X4 III 2X4(A1) L-2-0-0— J —2-4-42 2-6-0 Over 2 Supports) rc R=337 U=21 W=5.5" RL=25 R=40 U=6 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave (( FT/RT=2%(0%)/4(0) 16.01.00.0 .■; QTY: 10 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss 825 N 4th Ants Oregonofeli OR 971137 2118 "WARM NGI••READ AND FOLLOW ALL NOTF_S ON THIS DRAW!NG! ,�f�,� AFF TC LL 25.0 PSF REF R7175 31432 "I YPORTAIR•• FBRNI SH TRIS ORAwI NG TO ALL CONTRACTORS INLLDDI NG THE INSTALLERS. % Trusses require extreme care In fabrl eating, handl l ng, shipping, Installing and bracing. Refer to and fol l ow the latest edition of°CSI (Building Component Safety Information, by TPI and WI-CA) for safety practices prior , 14659�'Y ' • TC DL 10.0 PSF DATE 06/03/16 n to performing these functions. Installers Shall provide temporary bracing per°CSI. Unless noted otherwise, ct ,411164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r BC DL 7.0 PSF ri gid cei I i ng. Locatl ons shown for permanent I ares) restraint of webs shat I have brad ng I costal I ed per°CSI t -r DRW CAUSR7175 16155198 ,4 , sect)ons B3 B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on O I�^ I I the Jol cot Betel I s, unless noted otherwise. Refer to drawl cogs 160A-Z for standard plate positions. IU, l I \SII I AI pi ne, a di vi ai on of I lit Bpi I dl ng Components Group Inc. anal I not be responsl bl a for any devi atl on from thi s _ BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any£allure to bulIa the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping, a -'a AN ITwCOMPANY installation R bracing of trusses. g r� TOT. LD. 42.0 PSF SEAN— 46006 A seal on MIs drawl ng or cover paps I 1 stl ng Ml s drawl ng, I ndl cotes sees tance of professional onal enol neer)ng C. 19$ respond bl I I ty sol el y for the deli i n.hope. The.01 tebl I 1 ty and use of N I a drawl cop for any structure I e the 9�sr�ANW CNP44 DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle r�Porc I bl I 1 ty of the But l d1 ng Desi poet per ANSI/TPI 1 Sec.]. Sacramento,CA 95828 CO, more information see thI s j oh s general notes page and these web sitesSPACING 24.0" J REF— 1 VR87175Z04 ALPINE: www.al p1 nei to can' TPI: www tpi cost.org, HTCA: eew.sbclntlustry con', ICC: WWW.Iccsafe.org Renews:12/31/2017 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=-13 Rw=16 U=17 4 I-- @ 1-5-14 li 1 0-5-41-0-10 1-0-10 0-8-12If i R= Rw=19 U=7 2X4(A1) l--2-0-0 >< 1-10-3 ? 9 1-11-4 Over 3 Supports R=337 U=48 W=5.5" RL=27 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 •_ QTY: 12 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2,118 "`WARN!NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,` TC LL 25.Q PSF 825N4th Ave,Cornelius OR97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �, ��F REF R7175- 31433 Trusses regal re extreme care In fabricating, handling, shl ppi ng, installing and bracing. Refer to and follow ` the Iatest edition of BCS! (But Iding Component Safety Information, by TPI and wTCA) for safety practices prior V l�' TC DL 10.0 0 PSF DATE n to performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, 44 14859 '- 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r ri gitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BGS! BC DL 7.0 PSF DRW CAUSR7175 16155199 ,4 r O`� i sections 63. B7 or 810, as aoppl I cabs,e. Apply plates to each face of truss and post ti on as shown above and on ...,...„1,02m, II L J I i the Joint petals,,, unless n tetl otherwl se Refer to tlrawl ngs 160A-Z for,[anode rd plate post Loons. I Alpine, a division of ITN Builtling Components Group Inc. shall not be responsible For any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fat I to buiId the truss In conformance with ANSI/TPI 1, or for handling, Shipping, •:•-.�' AN ITW COMPANY i nstal I ail on A brae ng of trusses. .al on this drawl no or cover pegs IIotlnp this drawl ng, Inds,utas acceptance of professional engineering ',�' $dl " TOT. LD. 42.0 PSF SEAN- 45968 Rorlsl bl I I ty sol eI y for the design stows,. The Sul tabs,I 1 ty and use of thl s drawing for any structure Is he "�/_A C'��19 8351 Rovana Circle resRmsl NI l l ty of the Nal ldl ng Designer per ANSI/TPI 1 See.2. 1$1, W.GN0Q DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformau on a thl s/obi s general note,page and these web sl tes: wllwl Vp ALPINE: www.al pineltw.caw TPI:ewww.tpinst.org: ARCA: wow sbcindustry.com, ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VR8 7 1 75Z04 Ranaure•17/Z1/7D17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- 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 i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd 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 desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=90 U=8 1112-6-2 1 41 1-8-10 ii 0-5-4 mini n -1-0 2i R=23 Rw=23 U=8 2X4(A1) —2-0-0 >I< 1-11-4 >1< 2-0-7--->i 1.4 3-10-3 Over 3 Supports R=360 U=20 W=5.5" RL=32 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 • QTY: 7 OR/-/1/-/-/R/- Scale =. 5"/Ft. TntssComponents ofOregon (503)357-2118 **WARN!NGI a•READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,�4 OpF TC LL 25.0 PSF REF R7175- 31434 825 N 4th Ave,Cornelius OR 97113 "I IIRORfAM" FURNISH 7X15 DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regulre extreme care In fabricating, handl;ng, shipping, installing and bracing. Refer to and follow ` DATE 06/03/1 b the latest ed;ti on of BCSI (BuiIding Component Safety Information, by WI and l4TCA) for safety practices prior y 6 e ��. TC DL 1 0.0 PSF n to perform;ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. 46 59 top chord shat I have properly attached structural sheath;ng and bottom chord shall have a properly attached W. ri gid cei i ng. Locati ons shown fur permanent aterel restrai ni of webs s„al have bract ng natal ed per BCsI IF BC DL 7.0 PSF DRW CAUSR71 75 16155200 �� sections B3, 87 or MO, as aoppl i cabl e. Apply plates to each face of truss and pos;t;on as shown above and on ,, 1 _.� All O I the Joint Detal les,0, unless n tetl otherwl se. Refer to drawl ngs 16BA-Z for stands rd plate post tl ons. I Alpine, a division of ITN Building Components Group Inc. s„all not be responsible For any deviation frnm this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Lei Iure to bu;Id the truss in conformance wl th ANSI/TPI 1, or for handl Ing, shi pp;ng, AN ITW COMPANY ;natal I atl on R bracing of trusses v TOT. LD. 42.0 PSF SEAN- 45970 A seal on tnl s drawl ng or cover page I I stl ng this drawl no, I nd1 cats,acceptance of professl onal engi n..ri no 4Y. 'FC T• tg9°� (Vsillresponslbll I ty solely for the deal on shawl. The stab'llty and use of thl.drawl ng for any structure I.the /S1t IZ4N w. 61% QQ DUR. FAC. 1. 1 5 FROM BB 8351 Rouen Circle respond bl I I ty of the Bul I dl ng Designer per ANSI ITIN 1 Sec.2. Sacramento,CA 95828 For more nformatl on see thi s j ob•s general notes page and these web sites: ALPINE: www.al pi netltw.coin: TPI: www.tui net.org, WTCA: www.shat ndustry coin ICC: www.,ecsafe org SPACING 24.0” JREF- 1 VR87175Z04 Rere•vI:13!3$11047 THIS DING PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -WI ndwood I of 2 01 senWoods -- VERIFY VERI FY, OR - A2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. load applied per IRC-12 section 301.5, Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total Ioad. Creep increase desi gn. factor for dead load is 1.50. R=157 U=13 11 +13-2-2 4 r--- 2-4-10 0-5-4 'IlimAIMIM" —1-- 1.--• R=79 U=311-1-0 2X4(A1) --2-0-0 1-11-4-->i<---------4—0—7 =1 k 5-10-3 Over 3 Supports R=375 U=17 W=5.5" RL=43 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 7 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! t D •t ORF 825 N4th Ave,Cornelius OR 97113 "IIPORTANTw• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� TC LL 25.0 PSF REF R7175 31435 Trusses requ;re extreme care i n fabri cats ng, handling, sin pp;ng, I natal l i ng and bract ng. Refer to and fol I ow the latest canton of BCSI nsu;Iding Component Safety Information, by TPI and WTCA) for safety practices prior �Co 14659`"9 ' • TC DL 10.0 PSF DATE T. to pertormi ng these functions. Installers shall prow;de temporary bracing per BCSI. Unless noted otherwise, 06/03/16 41164 Lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached (� r;g;d°e;I I ng. L°cat;ons shown for permanent I ateral rests;tit°f webs anal I have brae;ng;natal I ed per BGSI BC DL 7.0 PSF ,4 �0`� 1 sect;ons 83, B7 or B10, as appl;cabl e. Apply pl ates to each face of truss and pos;t;on as shown above and on t• DRW CAUSR7175 16155201 J I the Joint Details, unless notetl otM1erw1 se Refer to drawings 160A-Z for standard plate post tl ons. I Alpine, a di visi°n°f ITW Bp;lding Ganponents Group Inc. hall n°t be respona;ble f°r any dev;ati°n from this BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any£allure to build the truss In conformance col th ANSI/TPI 1, or for handl l ng, shipping, e-� -a AN ITWCOMR4NY installati°n A bracing of tr°saes " TOT. LD. 42.0 PSF SEQN— 45972 . A�seal on thl s drawl ng Sr cover page I I stl ng thl s drawl ng, I nm utas acceptance of professional engl neer)ng 4 '4.47- 4.4 989 Q pons)bl I I tY I el y for the design sham. The sul tabl I I ty and use of thl s drawing for any structure I s the T�i 8351 Rovana Circle raspontl m I i ty or the cul 1 m ng Deal g ar per ANSI I PI t see,z. Sr/4N W GN.Q D U R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more;nformati on see th;s j ob.s general notes page and these web sites: ALPINE: www.al pi tie;tw.corn, TPI: www.tpl nsf or,or, ATCA: www.ebc;ndustry.coin, I GC: www"`safe.°rg Renews:12/31/2017 SPACI NG 24.0" J RE F— 1 VR87175ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - A3) Top chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5, Wind loads and reactions based on MFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. 4 I R=112 U=19 11 ._22-1-14 / Y 1-8-10 0-5-4 11=1.1 20-8-12 2X4(Al)-- R=55 U=5 L-1-11-4 >L 2-0-7--->.I 3-10-3 Over 3 Supports H R=134 U=3 RL=28 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 4 +, QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-7118 "WARMNGI""READ AND FOLLOM ALL NOTES ON THIS DRAWING! rt 825N4thAve,CorneliusOR97113 .1kweeTANT— FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 4, F TC LL 25.0 PSF REF 87175- 31436 b Trusses requl re extreme care in faricat ing, handl l ng, shipping, Instal l;no and brnd acing. Refer to afollow L the I atest edi tion of CuB (Bui!di ng Component safety I nformati on, by TPI YWCA) for safety practices prior e, 14659` TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall Provide temporary bracing per BCSI. Unl essnnoted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r r;g;d ce;l;ng. Locations shown for permanent lateral restraint of webs shall have bracin tailed per BCSI ,4 O�� ! se t)ons 83, B)or 810 as appl cabl e. Apply plates to each face of truss and position a9 shown above and on i• l _ BC DL 7.0 PSF DRW CAUSR7175 1 II L I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate position=. BC LL I ' Al Pine, a di visipn of ITY he ldi09 Components Group Inc. shall not be responsible for any deviate en from this 0.0 PSF CA-ENG CWC/CWC drawing, any failure to buiId the truss In conformance with ANSI/TPI 1, or for handling, she ppi ng, AN I1W COMPANY Instal lation a bracing of trusses. \\4 � .E % �"r TOT. LD. 42.0 PSF SEAN— 45974 rassl bl his drawl rip or rII ate 11DthesdrripIItdlcafes .[t. of profess) lIrl nM 07�'19 n`'y sol el y Tor the ae.Ipn shown. T e s,l tebe l l t„God e.e.of thi t drONi np for any otrdetere I s the wQS DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bI I I ty of the&Ie a dl np Designer per ANSI/CPI 1 .I. r,,1N w.CHr Sacramento,CA 95828 For more,nformati on see this Job's general notes page and these web sites: Yip SPACING 24.Q" ALPI Ne www.al pi mel tw.cam: TPI,noon.tpi nst.org; WIC!: www.sbc;ndustry cam: ICC www. ccsafe.org Renews:12/31/2017 JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - A4) Top chord 2x4 HF #2 120 mph wind, 22.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. / 4 ,1 R--42-9-14 72U=29 2-4-10 if / 0-5-4 4.7111111111111C1 Rda 90-8-12 2X4(A1126 U=18 `r' L-1-11-4 >J< 4-0-7 J i. 5-10-3 Over 3 Supports R=149 RL=43 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. 1319Ro-) TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! W 825 N 4th Ave,Cornelius OR 97113 '•111PORTANT'• FURNISH TNI s DRAM NG TO ALL CONTRACTORS I NCDI NG THE INSTALLERS. 47,01"!-- 7 /� e TC LL 25.0 PSF REF R7175- 31437 Trusses require extreme care In fabri call ng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Bull di ng Component Safety Information, by TPI and wTCA) for safety practices prior 4. 14659 9 II \ nTC DL 10.0 PSF DATE 06/03/16 ,• to performI ng these£rat ons. Instal I ors shall provide temporary bracing per BCSI. UnI ess noted otherwise, �. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Loved ons shown for permanent I ateral restrai nt of webs shat I have brad ng I nstal I ed per.SI 4,",,,011101,170 BC DL 7.0 PSF DRW CAUSR7175 16155203 ,4 recti on,B3, B)or B10, as appll cab!e. Apply plates to each face of truss and position as shown above and on All PAI II the joint Beta'Is, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pesltlens. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITW Bui l dl ng Components Group Inc. shall not be respond ble for any deviation from this •;' e drawing, any(allure to build the truss In conformance wl th ANSI 1, or for hantlling, shl ppi ng, AN ITW COMPANY Installation R bracing of trusses. 1141,'FC,7,1989 Qtr TOT. LD. 42.0 PSF SEAN- 45976 A seal on this drawl ng or cover pegs Il at!ng this drawl ng, Iloll rates acceptance of profess!onal enpirr0,1 respond bill ty solely for the design short. The sul tab'Ity and use of this drawl ng for any structure I snthe 8351 Rovana Circle respen01billty of the Bullding Deslpler per ANSI/TPI 1 Sec.2. Z/QMW.C�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thl s j ob•s general notes page and these web sites: ALPINE: www,al pl nei tw.cow TPI: www_tel net.ore: WTCA: www.sbci ndustry.coo; I CC. www.I ecsafe.erg Renews:12/31/2017 SPACING 24.0" J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood Iot 2 OlsenWoods -- VERIFY VERIFY, OR - FT1) Top chord 2x4 HF #2 Thi s "Hi p Frame" may be used i n place of purlins on the hi p plane to Bot chord 2x4 HF #2 brace the fl at top chord of hi p trusses. See detail drawing Webs 2x4 HF Std/Stud HIPFRAME1014 or HIPFR1801014 for additional information. 1. 5X4 III A 1.5X4 III P. • 12.65 r 6-7-3 6-7-3 1. 5X4 III i 0-0-4 ,■ ■ ■ 2X4(D8R) 1. 5X4 III 1. 5X4 III 1. 5X4 III 6-1-3 -r1" R=1 PLF W=12-6-5 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01,00. s ••!p C;.O`, QTY:4 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 **WARN'NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��(w TC LL 25.0 PSF REF R7175- 31438 825 N 4th Ave,Cornelius O 97113 ••11PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. !� Trusses regui re extreme care in fabrl cats ng, handling, shipping, installing and bracing. Refer to and follow latest edition of BCS/ (Building Component safety Information, by TPI and NTCA) for safety practices prior .tt� 14659 k-204- the -r TC DL 10.0 PSF DATE 06/03/16 to performing these functl ons. tl nstal I ers shall prowl de temporary bracing per BCSI. Uni ess noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I 1 ng. Locati ons shown for permanent I ateral restraint of webs shal 1 have bracing i nstal I ed per BCsi 1 _I BC DL 7.0 PSF DRW CAUSR7175 16155204 �� �� I sections B3, B7 or B10, as aabove and ppl icabl e. Apply plates to each face of truss and position as shown on O I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard pi ate positions I Alpine, a division of ITN Bui ldi ng Components Group Inc. shall not be responsible for any deviation from this a•, 1BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any£allure to build the truss In conformance with ANSI/TPI 1, or for handl logs shi ppl ng, AN ITWCOMP4NY Installation s bracing of trusses. q �fC.> >9�9 Q�'w TOT. LD. 42.0 PSF SEQN- 46198 . A seal on thl s drawl ng or cover page II stl ng thl s drawl ng, I MI cotes acceptance of profess)oral engl Merl ng responsl bl I 1 ty sol el y for the deal gn shown. The Sul tab)I 1 ty and use of thI s drawl ng for any structure I s the �y 8351 RovanaC Circle responsl IN I I ty of the wulIdlng Designer per ANSI RPI 1 SEC.2. s+IANwr G1 w DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this job.s general notes page and these web Si tos: SPAC I NG 24.0" J REF- 1 VR87175Z04 ALPI NE: maw.al pi eel tw.com; TPI: www.tpi est.org; NTCA: www sbci ndustry.con. ICC: wwwi ccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - FT2) Top chord 2x4 HF #2 Thi s "Hi p Frame" may be used i n place of purlins on the hi p plane to Bot chord 2x4 HF #2 brace the flat top chord of hi p trusses. See detail drawing Webs 2x4 HF Std/Stud :W1 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. 1 8-8-8 i 12.65 r i 0-0-4 _ 2X4(D8R) f' 8-1-3 1"12 'Tl' Note: Ali Plates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 4 ,p 7.. QTY:2 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-?118 **WARN!NGI.w READ AND FOLLOW ALL NOTES ON THIS DRAWING! to O� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 .9IIPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , REF R7175- 31439 Trusses regui re extreme care in fabricating, handling, shipping, Instal l erg and bracing. Refer to and fol Iow C ��w the latest edition of SCSI (Building Component Safety Information, by TPI and VRCA) for safety practices prior 40 1 46 5 9 +p TC DL 1 0.0 PSF DATE 06/03/16 to performl ng these functions. I nstal I ers shat I provide temporary bracing per SCSI. Unless noted otherwise, TV JJ O top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached Ir ri gl d cei I I ng. Locati ons shown for permanent I ateral restrai nt of webs shall have braci ng i nstal I ed per BCS! 1. 1 BC DL 7.0 PSF DRW CAUSR7175 16155205 O�� I *. setti ons 53, B7 or B10, as applicable. /Awly pl ales to each face of truss and Rosi tl on as shown above and on All Ill L I the Joint Details, unless noted°therwl se. Refer to drawings 160A-Z far standard plate Rosi tl ons. Alpine. a divlsi°n°f I w Bulidi g e°mp°nents °up In° sha11 net esponsible f°r any deviate°n from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance WIth ANSI/TPI 1, or for handling, shipping, AN ITWCOMpgNv instal lan°n R b acing°f tr s ea9 'fc 1g6(1 Qtvv TOT. LD. 42.0 PSF SEAN- 46200 A seal on thi s drawl ng or cover paps I 1 ate ng this drawl ng, I edl utas acceptance of profess!oral .epi near)ng response Id l l ty solely for the design shown. The Sul tabl l lty and use of this drawl ng for any structure Is the s 8751 Buyana Circle respons'bl l l ty or the Sul l di ng Des'goer per ANSI/TPI 1 Sec.2. s�/Owe CSA DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more' b•nformati on see this 1 os general notes page and these web sites: ALP!NE: www.al pi neitw.con TPI: tow.tp'not.°rg: N'rCA: www.sbci ndustry.com, ICC: www.i ecsafe°rg Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R1) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Special loads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) (**) 1 late s requi s ectal TC- From 1 plf at -2.83 to 1 plf at 2.78 P ( ) q p posi ti oni ng. Refer to scaled pl ate TC- From 1 pl f at 2.78 to 1 pl f at 8.49 pl of detai I s for speci al posi ti oni ng requi rements. TC- From 1 pl f at 8.49 to 1 pl f at 11.16 t, ASCE 7-10, CLOSED bl d , Located TC- -3.28 I b Conc. Load at 2 120 mph wi nd, 22.13 ft mean h 1 g 9 TC- 100..07 I b Conc. Load at 2..8 83 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 90.02 I b Conc. Load at 5.44 DL=4.2 psf. TC- 105.04 I b Conc. Load at 5.66 TC- 156.79 I b Conc. Load at 8.27 Wind Ioads and reactions based on MWFRS. TC- 172.82 Ib Conc. Load at 8.49 Trusses to be spaced at 0.0" OC maximum. Deflection meets L/180 live and L/120 total load. Creep increase factor for dead Ioad is 1.50. Shim all supports to solid bearing. 3X3 ___L_• 2.83 r-- R=357 U=39 0-7-3 Iso • • 3X3= * T2 • • 2X4(R) 111 •• 1. 5X4(R) \11 uolo 3X3= 3X3= 20-8-12 3X5(**) F2-9-15 -I 11-1-15 Over 2 Supports R=276 U=26 W=7.778" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. s.fr-+,.D18RN.- Y:6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THI S DRAM NG! 825 N 4th Ave,Cornelius OR 97�13 •I NPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLWI NG THE INSTALLERS. ``__> 4�e TC LL 25.0 PSF REF R7175- 31440 Trusses regal re extreme care In fabrl cati ng, handling, shl ppi ng, installing and bracing. Refer to and follow V the Iatest edition of BCS! (epiIding Component safety Information, by TPI and WfCA) for safety practicer prior LV 14659 9 TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unl essenoted otherwise. ` top chord shall have properly attached structural sheathing and bottom chord shall have a attached pi y '0J,4 BC DL ri gi tl ceiling. Locations shown for permanent lateral rostral nt of webs shall have braci ng n tailed per BC51 I 7.0 PSF DRW CAUSR7175 16155206 T. secii ons 63, 67 or B10 as applicable. Apply plates to each face of truss and position as shown above and on ,4 II .11=1N I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. Alone, a divislon of ITW Ouite: dl Components Group Inc. shall not be responsible for any deviation from this -. ., BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build he truss in conformance with ANSI/TPI 1, or for handling, shipping, 'V AN n-w COMPANY instal Iati on A bracing of trusses. A Noel on this droning or toner page Ilstlnq this droning, Indicates acceptance of professional engi9� 'FC.7,VOCI see4 TOT. LD. 42.0 PSF SEON- 46008 respond 611 I ty sole!y for the des'Wn shown, The sal tabl I I ty and use of thl s drawl ng for any structure I n the Q 8351 Rovana Circle respond bl I I ty of the eul I dl n g Desl gnner per ANS'�I 1 Seo.z. r/AMW,Ci�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 roe more I nformatl on see thi s Job's general notes page and these web sites: ALPINE: www.al pl net tw.corn: WI: www.tpi nst.erg, ARCA: www sbci ndustry com: ICC: www.I cesafe.erg Renews:12/31/2017 SPACI NG 0.0" J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R2) Top chord 2x4 HF #2 Special Ioads Bot chord (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 pl f at -2.83 to 1 pl f at 2.78 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate TC- From 1 pl f at 2.78 to 1 pl f at 8.49 pl of detai I s for speci al posi ti oni ng requi rements. TC- From 1 pl f at 8.49 to 1 pl f at 11.16 TC- -11.94 Ib Conc. Load at 2.83 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 90.02 Ib Conc. Load at 5.44 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 88.82 I b Conc. Load at 5.66 DL=4.2 psf. TC- 156.79 I b Conc. Load at 8.27, 8.49 Wind loads and reactions based on MWFRS. Trusses to be spaced at 0.0" OC maximum. Deflection meets L/180 live and L/120 total load. Creep increase Shim alI supports to solid bearing. factor for dead load is 1.50. 3X3= R=315 U=44 1, 1 0-7-3 2.83 • 3X3= * II • 1.5X4(R) \1\ II II 1. 5X4(R) \\1 WO 2X4(R) 1\\ _ X4(R)� 2 1\\ 20-8-12 3X5(**)_- f- 2-9-15 11-1-15 Over 2 Supports R=177 U=34 W=7.778" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503))357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! •cON ' OFF TC LL 25.0 PSF 825N4th Ave,CorneliusOR97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALLCONIAACTORSINCLUDINGTHEINSTALLERS. REF R7175 31441 Trusses regulre extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fellow F�. TC DL 1 0.0 PSF DATE 06/03/16 the latest edltien of eme Bei Idi ng Component Safety Information, by TPI and'MCA) for safety practices peal or 'f4,- 6p5 �Q T. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, t 1 4V 5 9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached (� ri gi d cei I i ng. Locati ons shown for permanent I ateral estral nt of webs shat I have bract ng i nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16155207 ,4 L��� sections B3 B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ! the Joint Details, unless noted otherwise. Refer to drawings 160A,for standard plate positions. _ BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi si on of I Tw Bui the t Components Group Inc. shall not be responsi bl a for any l poi ati on from Chi s drawl ng, any failure to build the truss on conformance with ANSI not 1. or for handl!ng, yM1devi ng, a � .. AN ITW COMPANY In=tonation A brad ng of trusses. .F 89 TOT. LD. 42.0 PSF SEAN- 46010 A seal on Ch1 s drawl ng or cover paps 11st!ng thl s drawn 11� I ndl cats=acceptance of profess)oral engl naafi ng 9, 0 72 19 respond b!I I ty dol el a Sul the design shown. The old tabs i ty and use of this drawing for any structure is the WiZ�NW C��QQ DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond hi I 1 ty or the 611 I di ng Desi goer per ANSI/TPI t Sec.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACI NG 0.0" JREF- 1VR87175Z04 ALPINE: www.al pineitw.com, TPI: www.tpi nst.ore, NTCA: www.sbcindustry.com. ICC: www.iccsafe.org Renews:12/3182017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R5) Top chord 2x4 HF #2 Special I oads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 pI f at -2.83 to 1 pl f at 5.59 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate TC- -3.28 I b Conc. Load at 2.78 plot detai I s for speci al posi ti oni ng requi rements. TC- 12.61 I b Conc. Load at 2.83 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 live and L/120 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. • 0-7-3 W R=5 U=5 2.83 ( 1. 5X4(R) 111 olio goo 1. 5X4(R) 111 +8-1-2 1. 5X4(R) 111 3X15(**)*- F.. 2-9-15 —{ 0-0-0 5-7-2 Over 2 Supports R=12 U=6 W=7.778" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5“/Ft. Truss Components CoOregon elg OR971137 218 "WARNINCI a•READ ADD NG TO ALL NOTES ON S IN LUDINGTC�OFlC TC LL 25.0 PSF REF R7175- 31442 "I IPOIifAN” FURNISH TRIS RAND FD TD ALL CONTRACTORS ONrtT INCLUDING DRAWING! INSTALLERS. Trusses require extreme care In fabrl cati ng, handling, shipping, InstalliPI and WTCA)for safety practi ees pri ng and bracing. Refer to and fol low �� the I atest edition of BCS/ (Bui I di ng Component Safety Information, by T / 14659 4N ' TC DL 10.0 PSF 06/03/16 n to Performing these functions. Installers shall provide temporary bracing per BCS/. Unless noted otherwise. QV DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi tl cei I i ng. Locati ons shown for permanent 1 ateral restrai nt of webs shat I have brad ng I nstal I ed per BCS/ BC DL 7.0 PSF DRW CAUSR7175 16155208 ,4 e fi ons 63 B)or B10 as applicable Apply plates to each face of truss and position as shown above and on • 1 1 All L���^ I I the Joint De[ails, unless noted otherwise. Refer to tlrawi nos 160A-Z for standard plate posi tl ons. \�11 I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviall on from this BC LL 0.0 PSF CA-ENG CWC/CWC tlrawi ng, any fol I ure to bul l d the truss I n conformance wi th ANSI/TIN 1, or for handl I ng, shi ppI ng, AN ITW COMPANY i nstal I ati on N brad ng of trusses. 9 " TOT. LD. 42.0 PSF SEQN- 46116 . A�seal on till s drawl ng or cover page I I stl ng till s drawl ng, I loll cotes acceptance of professi anal engl neer!ng 9 C..1�9$ pons!bl I 1 ty sol al y for the design shown. The Sul tabl I 1 ty and use of this drawing for any structure Is the �_n 8351 RovanaC"vele responsl61 my of the cul Idlng Designer per ANSI 1 Sec. /aNw.`HpQq CUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web si tee: SPACI NG 0.0" JREF- 1VR87175ZO4 ALPINE: www.al pi ilei tw.coon; TPI: www.tpl net.org; WTCA: www.sbci ndustry.cam. ICC: www.I ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R4) Top chord 2x4 HF #2 Special loads Bot chord (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 pl f at -2.83 to 1 pl f at 5.51 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate TC- 11.83 I b Conc. Load at 2.62 pl of detai I s for speci al posi ti oni ng requi rements. TC- -3.28 I b Conc. Load at 2.78 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 live and L/120 total Ioad. Creep increase Shim alI supports to solid bearing. factor for dead load is 1.50. 1. 5X4(R) 1\1 li vl • 2.83 1---- 1A R=5 U=5 0-7-3 II i 1.5X4(R) 111 woo ollos 4_13-1-0 1.5X4(R) 111 3X5(**) I• 2-9-15 H Fc 5-6-1 Over 2 Supports R=12 U=6 W=7.778" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 ' QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (t503)357-2118 ••WARNINGIwaREAD AND FOLLOW ALL NOTES ONTHIS DRAWING! teLt1 L/F�C 825 N 4th Ave,Cornelius OR 97113 •�IIPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSFREF R7175- 31443 Trusses regul re extreme care In fabri cat ng, handling, shipping, Installing and bract ng. Refer to and follow the latest edition Of BCt (Building Component Safety Information, by TPI and NTCA) for safety practices prior ��' TC DL T11 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted ntherwl se. CIC 14659 9 1 0.0 PSF DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri al d cei I i ng. Locati ons shown for Permanent I ateral estral nt of webs shat I have bract ng i nstal I ed per BCS1 BC DL 7.0 PSF DRW CAUSR7175 16155209 dighhi4 s-- Ail 1 O`� 1 sect;ons B3. B7 or B10, as applicable. Apply plates to each face of truss t and position as shown above and on t, / e it L J he lot nt Details, unless noted othe wl se. Refer to drawings 160A-Z for s andartl plate posi[l ons. I ' Alpine, a division of ITW euildirg Components Drnnp Inc. shall not be responsible for anydeviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bu;Id the truss In conformance with ANSI/TPI 1, or for handl log, shl ppl ng, AN ITW COMPANY 'nstal I at;on x brat;ng of trusses. A seal on this drawl ng or cover pegs IIat'ng MIs drawl ng, Iroil otos acceptance of professional s Insert a 'F �A tiv TOT. LD. 42.0 PSF SEAN- 46114 respoint bl 1 I ty sol el y for the design shown. The suitability and use of this drawing for any structure Is the I�_L1 �'T ,g Q� 8351 Roma Cifcle responsi bi I I ty of the But I di ng Des'goer per ANSI/TPI 1 Sec.2. VT/ �s W ^ On DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see th;s j ob•s general notes page and these web sites: �sW WW.V� ALPINE' www.al pine;tat corn; TPI, www.tpinet.org; NTCA: www.sbc1 ndustry.eon, Ire, www.,ecsafe.org SPACI NG 0.0" J RE F- 1 VR8 7 1 75204 Ronount•12/11/71117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R3) Top chord 2x4 HF #2 Special loads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 plf at -2.83 to 1 plf at 5.21 (**) 1 pl ate(s) requi re special positioning. Refer to scaled pl ate TC- 9.37 I b Conc. Load at 2.62 • plot detai I s for speci al posi ti oni ng requirements. TC- -3.28 I b Conc. Load at 2.78 120 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 live and L/120 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. 1. 5X4(R) \\\ •*� R=3 U=5 0-7-3 2.83 r I * a 1. 5X4(R) % will 0-8-12 1.5X4(R) \\1 3X5(**) f2-9-15 H i< 5-2-9 Over 2 Supports - R=11 U=5 W=7.778" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 ` QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI as READ AND FOLLOW ALL NOTES ON THIS DRAWING! 010 OF�e TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I IrDRTANr•• FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. � REF R7175 31444 Trusses regui re extreme care In fabri tail ng, handl l ng, shipping, I nstall irg and bracing. Refer to and follow the I atest edition of°CSI (Building Component Safety I nformatl on, by TPI and WTCA) for safety practices Prior C ` ' TC DL 10.0 PSF DATE 06/03/16 n to top Performing these funcflons. Installers shall psheathing rovide temp' brary bottom bracing Per°CSI.shall have a properly attached Unless noted otherwise, 14659 '9 • chord shall have properly attached structural andoord fw ri gid cel l i ng. Locati ons shown for permanent lateral restrai nt of webs shat I have bracing installed per BCsI BC DL 7.0 PSF DRW CAUSR7175 16155210 ctrl ons 83, B/or B10, as applicable. Apply plates to each face of truss and position as shown above and on e, , _.� All iJ Il I 1 (he Joint Details, unless noted otherwise. Refer to drawings,60A4 for standard plate posi tl ens BC LL 0.0 PSF CA-ENG CWC/CWC ILI, I \V' I Alpine, a division of ITW Buildlrg Components Group r. shall not be responsible for any deviation from this drawing, any fall ure to build the truss in conformance wl th ANSI/TPI 1, or for handling, shipping, e'i _•e' AN ITW COMPANY InstalIail on a bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 46012 . A seal on this drawl Ig or cover pegs I Intl ng thl s draw nib I cdl utas acceptance of profess)oral sngi neeri ng QFC 3% ti responsl bl I I ty sol el y for the design show, n ow. The sul tab)I I ty and use of thl s drawl ng for any structure 1 s the /S�„ T� QQ� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respsl 61 I I Ty of the Elul I di ng Designer per ANSI/TPI t sec.z '��W. ��� Sacramento,CA 95828 For more lnformaon see ibis job's general notes page and these web sites: SPACI NG 0.0" J REF- 1 VR87 1 7 5204 • ALPINE: www.al pl nei tw.can; TPI: www.tpi net.ore; WIC, www.sbcindustry.coin. ICC: www.i ccsafe.org Rewewr:4434/4417 CLR Rein =- o -- c ' ng ve -Ylber Subs Li LL, Lor 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. 100 �, Apply to either side of web narrow face. _Al" Attach with lOd (0.128"x3.0",min) nails at 6" ac, Reinforcing member is , Notes: a minimum 80% of web ,, member length, , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L reinforecement or scab reinforcement. d g Alternative reinforcement specified in chart below may be conservative, 44 For minimum alternative reinforcement, re-run design with appropriate g mom reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. Scab Reinf OrCerlent 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, I. 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 2-2x400 minimum 80Z of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, OCenter scab on wide face of web. Apply (1) scab to each I IO face of web. II NM ��0p PROOF •wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL ...IMPORTANT.,FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. PSF REF CLR SUbst, Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and C7 14659 7' 'r TC DL follow the latest edition of BCSI (Building component safety Information. by TPI and secAl far safety g " PSF DATE 10/01/14 practices prior to performing these Functions. Installers shalt provide temporary bracing per BCSI. f. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord PSF DRWG BRCLBSUBI014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs BC DL (�((��� shall have bracing Installed per BCSI sections B3, B7 or B10, s,applicable. Apply plates to each face �g , gg of truss and position as shown above and on the Joint Details,unless noted otherwise. \ BC LL PSF L u Refer to drawings 160A-Z for standard plate positions. •:� _,�' Alpine,a division of ITW Building Components Group Inc. shoo wC T 199 TUT. LD. PSF installation 4 bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional st447 W.engineering responsibility solely for-the design shown. The suitability and use of this drawing coDUR. FAC. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see e this Job's general notes page and these web sites: Renews:12/31/2017 SPACING ALPINE www.alpineitwconl TPI www.tpinst.orgl SBCAi www.sbcindustry,orgi ICC: wwwiccsaFe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dry 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L" Brace • (1) 2x4 'L' Brace A (2) 2x4 'L" Brace A• (1) 2x6 'L' Brace A (2) 2x6 'L' Brace •• Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group 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 S #1 / #2 Standard #2 Stud #3 4' 7° 7' 9' 8' 3' 9' 7" 9' 11' 11' 5' 11' 10' 14' 0" 14' 0" 14' 0" 14' 0' Stud 4' 7' 7' 8" 8' 2" 9' 7" 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard — Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' S' 11' 10" 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine••• #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 _____I a SP #2 4' 10" 8' 2" 8' 6' 9' 8" 10' 1' 11' 6" 12' 0" 14' 0' 14' 0" 14' 0" 14' 0" Stud Stud Standard Standard #3 4' 8° 7' 0° 7' 5' 9' 3" 9' 11" 11' 5" 11' 11" 14' 0' 14' 0" 14' 0' 14' 0' (U DPI_ Stud 4' 8" 7' 0' 7' S" 9' 3" 9' 11" 1)' S" 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 _ S #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6" 13' 2° 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir - #3 5' 3' 9' 3' 9' 9" 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0" 14' 0" 14' 0" #1 & Btr U HF Stud 5' 3' 9' 3" 9' 7" 10' 11' 11' 4" 13' 0' 13' 7" 14' 0' 14' 0" 14' 0" 14' 0' #1 Standard 5' 3' 8' 1' 8' 7' 10' 10" 11' 4" 13' 0' 13' 7' 14' 0" 14' 0" 14' 0' 14' 0' / o Douglas Fir-Larch Southern Plne••• #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 SP #2 5' 6' 9' 5' 9' 9" 11' 1" 11' 6' 13' 2' 13' 9" 14' 0' 14' 0' 14' 0" 14' 0" #2 #2 #3 5' 5° 8' 6' 9' 1° 11' 0" 11' 5" 13' 1' 13' 8" 14' 0' 14' 0" 14' 0" 14' 0' DPI_ 1x4 Braces shall be ORB (Stress-Rated Board), 1Stud 5' S" 8' 6" 9' 1' 11' 0" 11' 5' 13' 1' 13' 8" 14' 0" 14' 0" 14' 0' 14' 0' •••For 1x4 So. Pine use only Industrial 55 or Standard 5' 3" 7' 6" 8' 0" 10' 0" 10' 9" 13' 0' 13' 7' 14' 0" 14' 0' 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B U #1 / #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ S.3I #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: L9 U — I� 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. F 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 connectionsring (5p for 35 ad 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), SP #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 14' 0' 14' 0" 14' 0" 14' " 14' " 14' " C5 � 000Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10" 10' 6" 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' with 2' 0' overhang, or 12' plywood overhang, D P L Stud 5' 11" 9' 10' 10' 6" 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Standard 5' 9" 8' 8" 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' Symm {r^ Attach 'L' braces with 10d (0.128'x3,0' min) nails. II About i'e_. Gable Truss i II 0 A( For (1) "L' brace: space nails at 2' o,c in 18' end zones and 4' o.c. between zones. Diagonal brace agonal 11111%. ..4, f� 3IE�EIn 1 (2) 'L' braces space nails at 3' o.c vertical length may be j 0 In 18' end zones and 6' ac. between zones. doubled when diagonal III "L' bracing must be a minimum of 80% of web brace is used, Connect r 0 member length. diagonal brace for 335# 1711111 L" at each end. Max web Brace 441144/ Gable Vertical Plate Sizes total length is 14', ' Vertical Length No Splice 2x4 DF-L #2 0 - Less : aiut : 3 l hown brace; single ' 6' 3X ' 45° Cas shown) . ■,1''` II� � 11161111111111111 ■ • + Refer to common truss design for upper end. ��� ��Ei �tmr7��gmmmi • `� peak, splice, and heel plates antinuous Hearing Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web Refer to chart above for max gable vertical length. w•WRNINGIw•READ AND FOLLOW ALL NOTES ON THIS DRAWING: ��so PROFF REF ASCE7-10-GAB12015 w•IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling,shipping,Installing and bracing. Refer to and DATE 10/01/14 follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. S Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord �� 14659�"�' '- DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,i;_.[111 ° u��� Ii I-F shall have bracing installed per BCS:sections B3,B7 or B70, as applicable. Apply plates to each face - \\ of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from r. this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping. 06 ' -'� installation a bracing of rapowe v MAX. TOT. LD. 60 PSE A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 4 'FC 7',1Pq Q(� engineering responsibility solely for the design shown. The suitability and use of this drawingcQ" 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Set. 4W Earth City,M0 63045 Far more information see this job's general notes page and these web sites. ALPINE: www.alpineitwcoml TPI wwwtpinst.orgl SBCA: www.sbcindustry,orgl ICC: www.iccsafe.org ,�n OK��� MAX. SPACING 24.0" Kenews:1 L7 s1/Lu1 1 Gabe De , aiL For Let—in Verticals Gable Truss Rate Sizes About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 1,,,,. .,„1: +QRefer to Engineered truss design for peak, splice, web, and heel plates. O Iiiiiiil(i),If gable vertical plates overlap, use a ingplate that covers the total area of the overlapped plates to span the web. Gable iI © Exle{yp, r© 4�, �,�,w Toe-nail - ❑r - X End-nail / 0 5 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 (Cd Common (0,148'x 3.',min) Nails at 4' o.c, plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. "T' reinforcing member material must match size, specie, and grade of the "L" reinforcing member. Rigid Sheathing Toenailed Nails 1 4 Nails @t (Cd Common (0.148"x3',min) Toenails at 4' o,c, plus Web Length Increase w/ „T„ Bract � � (4) toenails in the top and bottom chords. 'T' Reiizeledi 'T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr� SiIncrease Reinforcing wind load i 1 Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 'L A13015051014, A12015051014, 411015051014, A10015051014, A14015051014, ASCE 7-10 Wind Spe = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height 0 ft, Kzt = I.00 9Truss Paced AtASCE7-10Gable DetailDrawingsGabeVertical = 2c. SP #3 4• ac A11515ENC101014, A12015ENC101014, A14015ENC1C1014, AI6015ENCI01014, 'T" Reinforcing Member Size = 2x4 A19015ENC101014, 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 See appropriate Al ine 1.30 x 8' 7' = 11' 2' p gable detail for maximum unreinforced gable vertical length. �' 4 Nails �� Ceiling _dea1 / wwWARNINGIOw READ AND FOLLOW ALL NOTES ON THIS DRAWING! ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REE LET—IN VERT Trusses require extreme care in fabricating,handling, shipping, Fw-Q�. installing and bracing. Refer to and 14859 / T� follow the latest edition of SCSI (Building Component Safety Information,by TPI and for safety �' LATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top Chord shall have properly attached structural sheathing and bottom chord • 1_I \ T� shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs DRWG GDL LE TLN 1014 SII l'i shall have bracing Installed per BCS! sections B3, B7 ar BIO, as applicable. Apply plates to each face \\ of truss and position as shown above and on the Joint Details,unless noted atherwlse, ` L u u Refer to drawings 1604-Z for standard plate positions, •, _.•, Alpine, a division of ITW BuildingComponents Group Inc. shall not be r Ible for any deviation from • • (� .f AN ITW COMPANY ponen responsible or this drawing, any in of to build the truss In conformance with ANSI/TPI 1, for handling, shipping, 9 wC 7,X98 �/ installation a sadra of ora woe QQ MAX. TOL, LD, 60 PSF A sent on this drawing orcover page listing this drawing,indicates acceptance of professional anal nn yy// /� engineering responsibility solely for the design shown. The suitability and use of this drawing V���R.C��' DUR, FAC. ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more information see this jab's general notes page and these web sites: ALPINE: www,alpineltwcoml TPIwwwtpinst.org! SECA. www.sbclndustry.orgl ICC: www.iccsafe.org Renews:12/31/2017 MAX, SPACING 24.0" ASCE 7-10: 120 mpn, 30' Mean -eight, Closeo, Exposure C Common Resioential Gable End Wind Bracing Requirements - Stiff eners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min ) nails 3 6" o c, I I , N rte, 2X4 Blocking ■ nailed to ,.♦ 45° sheathing and 24' Max `�� each truss (TYP) lk ®_®_®_®_® iiIi1ib .2X4 DF-L #2 H/2 or better r diagonal brace, Attach each end X for 560#, ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0123" X 3", min,) nails, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4WD PAOFF wwIMPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF GE WHALER Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and Ca, ' follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety 4, 14859`'Q DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSl. Q Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord r. hall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs721- DRWG GABRST101014 1 iI� shall have bracing for us d per BCS!sections H3, B7 or B10, os applicable. Apply pin{es to each face �I �J \\\SIIof truss and position as shown above and on the Joint Details, unless noted otherwise. / L u u v Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �• "rAN ITW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, hl Inin tallation s bracing of trusse vp g' \\::.:... 19�9IN Q.4 MAX. T❑T. LD. 60 PSF- A seal an this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this drawing NW.C% 13389 Lakefront Drivefor any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. V Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE. www,alpineltw,comi TPl. www,tpinstorgl SBCA. www.sbclndustry,orgl ICC, www.lccsafe.org Renews:12/31/2017 MAX. SPACING X - I .9 Frame Detai s Hip Frame W4X4, Min, B 24" —_ : ■ Common II ' ■ Trusses Typ' Wyp X3 5 111 ■-1. I ., r MIMIMIMI1 El ■ IOC 110 Stepped Hip ■��+101011.1�1"■ System Trusses 2x4 Purlins ' 1 ' D 1. 1 • ` 2x4 Chords III ■ ia�l�l�ll�l�l�l �_■ 1.—IAN 1 IM1M1 -��'. f ��_�� #1 Hip kI ■'■■11 11■1■���1p p11� � ____ _ ��Pitchedand Sheathed ■� ■■■■■■■■■1m■■- ChordAreaAIM • I I Illi\Setbac Ip. / Hip Frame B Bottom Chord W3X4, Min, a- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0148"x3") W3X4, Min. x Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") �A�nails @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of -/ Hip Frame jacks to maintain pitch continuity, S e C 0 f'1 B—B E Hip frame lumber is SPF, So. Pine, HF, � or DEL Standard, Stud grade, or better, y 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 - - - purlins must be intact and properly attached, Setback _ Stepped Hip System Trusses 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, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1 00 To hip frame �w purlins, ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI r�OREF HIP FRAME •.IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.Trusses reQuire extreme care in Fabricating,handling, shipping,installing and bracing. Refer to and (irtigo � � • DATE the latest edition of SCSI (Building Component Safety Informa{ion, by TPI and SBCA) for safety YYY DATE 10�01�14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. r .4164. nless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord i � 1 T� shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG HIPFRAME1014 /�/ ��� shall have bracing installed per SCSI sections B3, B7 or 510,as applicable. Apply pin}es to each ince / I I)-II\\ Ii of truss and position as shown above and an the Joint Detoils,unless noted otherwise. L I L—n, a Refer to drawings 160A-Z for standard plate positions. w,. i, AN ITW COMPANY Alpine' a division of ITW Building Components Group Inc, shall not be responsible for any deviation from `•,kthis drawing, y failure to build the truss In Conformance with ANSI/TPI 1, or for handling, shipping, 19i�n .7 VIS Q installation &bracing of trusse V A seal on this drawing o cover page listing this drawing,indicates acceptance of professional V4Cw engineering responsibility solely for the design shown. The suitabty and use of this drawing ��n nW w G�►�' 13389 Lakefront Drive for any structure is the responsibility of the Building Designer peer ANSI/TPI 1 Sect. Earth Cdy,MO 63045 Fo w e more information see this job's general notes page and these web sites Renews:12/31/2017 w ALPINES w.olpineltw,coml TPlUwww.tpinst.orgl SBCA' wwwsbcindustry.orgl ICC' www.iccsofe.org