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Plans (93) `J STA\DAD HEEL E\D 2 ° - 6 " E2VE TRUSSES v` HAND FRAME AREA . V 9 ii 1 e> / •\. II / f A 8 m H � THESE WALLS SHOULD BE FRAMED AT 3' 8 3/4" PLATE HEIGHT DIFFERNCE R1 I Ad v m I RI IN ORDER FOR THE PLANE IN FROM BELOW R2 II m m� R2 TO WORK. „ ii p 1 , i kr e p 1 1 r't �! 11'2"y JG V) '^ m m ml, , i DWN BM 1 1 -1 n ® cno R hi RI �, _,11�i •' GR 1 i________ wcr IF-J19 1 04-_-_II ,II .___. (Mil �¢OCO A2 1 - // Z300 CC BRUME \ CC I- L r Z ' h -_- __ kil= BJILT UP WRLL HERE 1-- Z — TO BE 3-'8-3/4" HIGHER v �l ' _ g �lriiw QC. 3'-8-g%4' T'LL R WALL m - - O O HHY ��i�. y. W I-O I CO N a' O U) ¢n _ " I--!" 03 IX U iif► I CO`r' n J Z. — II _� J N BEAM BY BUILDER I +-1 HERE REQUIRED \ I —� : U1 W 0' O CI) zg m W W vSKYLI T AREA E-0 Q N3 : O CO I, FIG "G 4JU J Ill■I■■\_ . — - JAG _4 p p G-- -- p-- ------- .L..CO• J) MG AMINE. � 1 m I R'- 1 1 1 R l O Q JJ E NW A2 1 u n n m �� .1 t C1 '1• A 0 O10'tri a C Al II CO 7.114m 40 '• �_m m m-' �a J 4 CO — R 1 — m m, ,_��I��, pf 1 O a eN 1 I I vl HAND FRAME JOB NO: THIS AREA DUE 0416154 TO MANY SKYLIGHTS PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VPZ7175Z0120085454 Truss Fabricator: Truss Components of Oregon Job Identification: 0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY Model Code: I RC �� D PADpF Truss Criteria: I RC2012/TPI-2007(STD) Engineering software: Alpine proprietary truss analysis software. Version 16.01. r Truss Design Loads: Roof - 42 PSF @ 1.15 Duration w 14859�9 r- Floor N/A Wind - 120 MPH (ASCE 7-10-Closed) �� Notes: 9/ '¢C,7 19$9 k:'y 1. Determination as to the suitability of these truss components for the1441 W. /2OP 017 structure is the responsibility of the building designer/engineer of Renews:12131/2017 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-HIPFRAME • - Submitted by CWC 08:53:30 04-20-2016 Reviewer: CWC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 91441--NG 16111016 04/20/16 2 91442--N 16111050 04/20/16 39 91479--DG 16111070 04/20/16 3 91442--N1 16111017 04/20/16 40 91480--D 16111032 04/20/16 4 91444--N2 16111018 04/20/16 41 91481--D1 16111033 04/20/16 5 91445--N3 16111019 04/20/16 42 91483--CG 16111034 04/20/16 43 91483--C 16111035 04/20/16 6 91446--N4 16111020 04/20/16 44 91485--E 7 91447--N5 16111021 04/20/16 G 16111036 04/20/16 45 91485--EG 8 91448--N6 16111022 04/20/16 16111037 04/20/16 46 91486--E 16111038 04/20/16 9 91449--SG 16111023 04/20/16 4 10 91450--S 16111024 04/20/1691488--E2 16111039 04/20/16 48 11 91451--51 16111067 04/20/16 91488--E2 16111040 04/20/16 12 91452--S2 161110517 04/20/16 49 91489--FT1 16111041 04/20/16 13 91452--52 16111052 04/20/16 50 91490--FT2 16111042 04/20/16 51 14 91454--S4 16111053 04/20/1691492--AT3 16111043 04/20/16 52 15 91455--L2 16111054 04/20/16 91493--A 16111044 04/20/16 53 91493--A1 16111045 04/20/16 16 91456--L1 16111055 04/20/16 17 91457--L 16111056 04/20/16 54 91494--A2 16111046 04/20/16 55 91495--A4 16111047 04/20/16 18 91457--L1 16111057 04/20/16 19 91459--K 16111058 04/20/16 56 91496--A5 16111048 04/20/16 20 91460--KG 16111059 04/20/16 57 91497--A6 16111049 04/20/16 21 91461--MG 16111014 04/20/16 22 91462--JG 16111066 04/20/16 23 91463--J 16111068 04/20/16 24 91464--JGA 16111060 04/20/16 25 91465--HG 16111061 04/20/16 • 26 91466--IG 16111025 04/20/16 27 91467--GG 16111026 04/20/16 28 91468--G 16111069 04/20/16 29 91469--OGA 16111062 04/20/16 30 91470--OG 16111063 04/20/16 31 91471--QG 16111064 04/20/16 32 91472-4 16111065 04/20/16 33 91473--FG 16111027 04/20/16 34 91474--BG 16111028 04/20/16 35 91475--B 16111029 04/20/16 36 91476-41 16111030 04/20/16 37 91477--B2 16111031 04/20/16 38 91478--B2G 16111015 04/20/16 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - NG) Top chord 2x4 DF-L #1&Bet. Bot chord 2x6 HF SS 2 COMPLETE TRUSSES REQUI RED 1 2 i Webs 2x4 HF Std/Stud Nai I Schedule:O.120"x3", mi n. nai I s Speci a1 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 @ 9.75" o.c. TC- From 71 p f at -2.50 to 71 p f at 7.94 Webs 1 Row @ 4" o.c. Use equal spaci ng dtwplrows and stagger nails TC- From 71 p fat 7.94 to 71 p fat 21.06 i TC- From 36 p f at 21.06 to 36 p f at 25.06 n each row to avoid spli tti ng. 4" o.c. spaci ng of nails perpendicular and parallel to TC- From 71 p f at 25.06 to 71 p f at 25.06 grai n requi red i n area over bearings greater than 4" BC- From 4 p f at -2.50 to 4 p f at 0.00 BC- From 14 p fat 0.00 to 14 p fat 21.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 p fat 21.06 to 7 p fat 33.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 4 p f at 33.00 to 4 p f at 35.50 TC- 750.00 Ib Conc. Load at 25.11 DL=4.2 psf. BC- 2181.20 Ib Conc. Load at 21.06 Wind loads and reactions based on MWFRS. BC- 297.63 I b Conc. Load at 23.00,25.00 BC- 112.37 Ib Conc. Load at 27.00 In lieu of structural panels use purlins to brace all flat TC e 24" BC- 105.94 I b Conc. Load at 29.00 OC. BC- 100.03 Ib Conc. Load at 31.00 JT PLATE LATERAL CHORD Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye No SIZE SHI FT BI TE I oad applied per IRC-12 section 301.5. [ 6] W1.5X4 S 2.75 Defl ecti on meets L/360 I i ire and L/240 total I oad. Cree [[11] W3X5 10] W5X5 1.75 R 3.25 factor for dead load is 1.50. p increase [17] W3X5 S 1.25 1.25 [18] W5X5 1.75 L 3.25 [22] W1.5X4 S 2.75 6X6= 3X5[11]= 1. 5X4111 3X5[17]- 6X6= e � a a �i -- - ...iiiiiiiiiiiiii . 2-11-11 © 9-0-0 I 1. 5X4[6] Ill 5X5[10]= 3X10= 1-1------ 4X12(A7R)= 1.5X4[22] Ill H0510---- 4X12(A7R) L2-6-0-I 5X5[18]= L2 6-0J r 7-11-4 >I.c 4-0-0 + 4-6-12 + 4-6-12 + 4-0-0 a.f 7-11-4 'I I, 7-11-4 J, 17-1-8 L ,l. 7-11-4 J i 33-0-0 Over 2 Supports R=2698 U=59 W=5.5" R=4105 U=119 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 Truss Components of Oregon (503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THI S DRAWI NG! G QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. 825N4th Ave,Cornelius Ol 97113 "1WORfANTw. FURNI SH THI S DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. �`� AFF TC LL 25.0 PSF REF R7175- 91441 Trusses requl re extreme care In fabri caring, handl ing, shi ppi ng, Installing and brad ng. Refer to and follow the latest tli ti on of BCS/ (Builth ng Component Safety I nformati on, by TPI and WTCA) for safetyd to performing these foncti ons. Installers sbal I provl de temporarybracin tedotnlces i se, /,� TC DL 10.0 PSF DATE 04/20/1 b top chord shall have properly attached structural sheath/ 9 per alI tel proper! ttachede, v 1 4659 '9 rigid ceiling. Locations shown for ng and bottom chord shall have a properly attached Q r It N T; rigid ce ling. Lo a1D, s hown for permanent lateral restraint of webs hall have bracing Installed per SCSI BC DL 7.0 PSF Ail I O I , the et Teen,1 s, unless ter otherwi s pl Reflertno drawi nh£innAof truss and post ti to ass town above and on t DRW CAUSR7175 16111016 II ILI, sa 2 eor [ansa btl plate ny do i ani I Alrawing, a y faiIur of IbW Idilhtruss usspInecon Group Inc. shAN not be rorpforihan for any ippinglnn from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to bulls the In conformance with ANSI/TPI 1, or for hantlling, sill epi ng, e.:,-_j AN ITW COMPANY Instal I ati on 5 brat!ng of tresses. Aewt on rola drawing or cover. peps Iiatisg Mls drewing, Intllutw seeepterlee of roes„oD.I «pine.rl 'F a°s TOT. LD. 42.0 PSF SEAN- 34010 apnea/bl I I ty sol el y for the deal ge shoed. The Cal tab/f I ty end l,Re Rr thi a era g D9 ver em Strnetgre 1 SRthe 9/ a 7,19 le 8351 Rovana Circle responsl bl llty of the eullill np Reel goer per ANSI/TPI 1 see,2. Sacramento,CA 95828 "4A,W.CkP DUR. FAC. 1. 15 FROM BB For I more n£ormati on see this Job's general notes page and these web sites: ALPINE: www.al pi nal tw.coTPI: vim, WTCA: wew.sbclndustry.comone ; ICC: ,Iccsafe.org SPACING 24.0" J REF- 1 VPZ7 1 7520 1 m; Renews:12/31/2017 (0416154—PARR LUMBER—HI LLSBORO —Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR — N) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 • Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W3, W5 2x4 HF #2: DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC 24" OC. Wind Ioads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead 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. No PLATE LATERAL CHORD SI ZE SHI FT BITE [12] W3X7 S 1.25 5X7= 5X7= 1. 5X4 III 1. 5X4 1.5x4..0 4 ,___ -.,4444414-1111111111141141114.4\--1‘114111111411111 .— 3-7-11 /' = eW _ 49-0-0 3X5 3X10(B1)- 3X10(61) 3X7[12)- 3X5 I� _6-0,► 4X5==- - 2 i. 5-4-8 J. 4-6-12 6-6-12 6-6-12 L2-6-0J 9-11-4 6-6-12 6-6-12 1 4-6-12 9-11-4 5-4-8 I, 9-11-4 ,I� 13-1-8 -1, 9-11-4 J I< 33-0-0 Over 2 Supports ;J R=1592 U=2 W=5.5" RL=68/-68 R=1592 U=2 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2°/B(0%)/4(0) 16.01.00. �� p116qo F TY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! F Scale =. 1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 `•I IhM7WfANr`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '\ Org TC LL Trusses require extreme care In fabrl Cott ng, handling, shipping, installing and braclrg. Refer to and follow '•V� the latest edltien of eme arelIn f Component 25.0 PSF REF R7175- 91442 n to performing those functions. Installersshal�afety Information, by TPI and ATCA) for safetpracoices prior V 14659�9 TC DL op chord=hall have provide temporary bracing per alI eUnlaesspr noted ttachede, 10.0 PSF DATE 04/20/16 1 Itl Collin LocatPonpserhowntforhetl structural sheath)ng and bottom chord shall have a properly attached reg g permanent lateral restraint of webs shall have bract ng installed per BCSI 1 InI1� Stood 63, 67 or 610, as sapplIcable. Apply plates to each face of truss and post ti on as shown above and o .� BC DL 7.0 PSF A IPO^ III the Joint Betel Is, nnlessnoted otherwise. Refer to drawl nes 160A,for standard plate poslLions. n DRW CAUSR7175 16111050 II I V I Alpine, a division of ITW BUlIding Components Group Inc. shall not be responsible for any deviation from this BC LL AN ITW drawing, any fallere to bulltl the Truss In conformance wltM1 AN51/TPI 1, or for hantlling, shi In e�' 'e' D•D PSF CA-ENG CWC/CWC C.OMp4NY •nstal I ata on&bract ng of trusses. pp g, V A seal on this drawing or cover page IIstlno Ms drawing, Indicates acceptance of professlonei engineer'op �� TFC)�199 Q� TOT.LD. 42.0 PSF SEAN 34012 respells!bl I I ty sal el y for the design shown. The Sul tab)I 1 ty and use of this drawing for any structure is tha 8351 Roma Circle pons)bI 1 I ty or the euI I m no Desi prier per ANSI/WI t sec,z. Sacramento,CA 95828 For more information see this ob•s r�'�Nw.G�P� DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi mei tw.co, TPI: www t general notes page and these web sites: pi nsf org: aTCA: www.sboi rdustry.coo; IGC, www.l ccsafe.org Renews:1213112017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - N1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, 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. I n lieu of structural panel s use purlins to brace all flat TC @ 24" OC. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total I oad. Creep i ncrease 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 I I & Pf=21.17 psf. 5X5= 3X5= 5X5= 3X5; x — s _ 3X5'--,---- 4 ., 4 4-3-11I 11 im ,0 171 900 3X10(61)= 1. 5X4 Ill 3X7= 4X5= 3X7_ 1. 5X4 III 3X10(B1) L2-6-0J L2-6-0J r 6-4-8 6-4-8 + 5-6-12 +5-6-12 4-6-12 J_ 4-6-12 5-6-12 6-4-8 'I' 9-1-8 5-6-12 6-4-8 L 11-11-4 J 9-1-8 --1_- 11-11-4 J k 33-0-0 Over 2 Supports ;1 R=1628 W=5.5" RL=77/-77 R=1628 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI w. READ AND FOLLOW ALL Nous ON TRIS DRAM NGI e n 825 N 4th Ave,Cornelius OR 97113 "I(PORTANT•• FURNISH THIS DRAW(NG TO ALL CONTRACTORS I NCI.IIDI NG THE I NSTALLERS. �t��rD •OFC TC L L 25.0 PSF Trusses requi re extreme care In£abrl ca tl ng, handling, shi ppl ng, i metal i ng and bract ng. Refer to and fol I ow .`4 the latest edition of em51 REF R7175- 91443 (Bull di ng Component Safety do temporary on, by TPI and WTCAI for safety practices prl or ' TC DL to performing these functions Installers shall provide temporary bracing per BCS(. Unless noted otherwise. Lt,� 4.N. 10.0 PSI DATE 04/20/16 /111641/4 top chord shall have properly attached structural sheathing and bottom chord shall have ��7 rigid ceiling. Locations shown for n properly attached f" ecti ons 83, B7 or B10, a permanent lateral restraint of webs shall have bracing installed per BCS( ` BC DL 7.0 PSF Ail l O��A 1 I 1111 s s appl i cabl e. Apply pl otos to each face of truss and post ti on as shown above and on I '_ DRW CAUSR7175 16111017 II L I`VI I 7,==:':.,=%7:%:::" he Joint Details, unless noted otherwise. Refer t0 tlrawi:mg:,16oA-Z for standard plate positions. drawl ng, anyi fail urn to'b I II di the�truss I neconformance nwl thANSI/TPl bl,ror'�forl handl i ng, shdev'ntl on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMR4NY I metal I all on s bracing of trusses. pP g� e.' A i°0I on t1NC drawl ng or toyer pipe IIetn.q thl0 drew Inal cet s ecce tent or TOT. LD. 42.0 PSF SEAN 34015 8351 Roma Circle respond bill ty of thee Bl y ret I thhe deesIW11 shown. The sad tebl[I ty end we.er.t i a drrew npric�� 1etrsot�ro i C the 9 �fC,7,19 9 W er per ANSI/TPI 1 Sec.2. 1.9j Mw.CHtr DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s)ob•s general notes ALPINE: www,al pi mei tw.can; TPI: www.t 1 net_ Page and these web slimes: p org; AICA: www.sbcindustry. ICC iccsafe.ore SPACING 24.0" J REF- 1 VPZ7 1 7 5Z01 ROROwc:1213412017 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - N2) THI5 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Botp chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. dWind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. DeflectionDecmeets oad611.5 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 I I & Pf=21.17 psf. 5X7= 5X7= 3X5 3X5 ar = 4 4-11-11 iiiiiiiiiii,07.-. ... ... ...--11111111111111111111111111111111111111111.1111b„ 3X10(61 — 1. 5X4111 . \ 9-0-0 i ( )= 3X5= 3X5= 1. 5X401 3X7= 3X10(81) L2-6-0-I I< 7-4-8 7-4-8 < 6-6-12 ›c 5-1-8 4< 6-6-12 + 7-4-8 I— 13-11-4 J_ 5-1-8 ...J_ 13-11-4 J 33-0-0 Over 2 Supports R=1687 W=5.5" RL=86/-86 R=1687 W=5.5" PLT TYP. Wave Desi gn Cri t: IRC2012/TPI -2007(STD) Truss Components of Oregon FT/RT=2%(O%)/4(0) 16.01.00. . +D O P g 503)3574118 •5WARNINGI•w READ AND FOLLOW ALL NOTES ON CHIS DRAWING! ��S 1F QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS ONrRACTORS INCLUDING THE INSTALLERS. w/�► TC LL require extreme care in fabricating, handl ing, shipping, installing and bract ng. Refer to and Follow �,^- the lssesT dItIon of extreme aBeildin Com 25.0 PSF REF v g Component l prey Ieftemporar, by TPI and wrCSI for safetyF • R7175- 91444 to performing these functions. Installers shall prSafety temporary bracin practtices prior TC DL top chord shall have properly attached structural sheathing and bottom choordeshalI have^ae55 noted ttachede, �� 1 4659 '9 10.0 PSF DATE 04/20/1 6 riegid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin pI nstal twitter BC tions 03. B7 or 010, asapplicable Apply plates to each face of truss and position as shown aboveandI I BC DL A ,NJ N I I the Joi nt Dotal I s, I essnoted therwi se. Refer to drawl ngs 160A,for standard I ate 7.0 PSF DRW CAUSR7175 16111018 Al PI ne, a dl vi si on of ITW euildl P positions, drawl ng, any fail urn to band the truss I neconformancroup e vel thc. hANSI/TPI bl,rsponsi handl for any i ppl ati 0n from this BC LL 0.0 PSF CA-ENG AN ITW CQMPAN, Installation&brad ng of trusses. or For handling, hi ppi ng, e::' .e CWC/CWC A reel on thl s drawl ng or cover page I I stI ng thl s drawl ng, I ndi Utes acceptance of profess'anal 8351 Rovana Circle responsl 6111 T41 y ofely the for aha design she,,, The sul tebty and Os.of this drawing for any ntrsets,,Isnthe 9 �F0 7,19$9 �,"� TOT. LD. 42.0 PSF SEAN- 34017 yng Designer per MINI/TPI 1 Seo.2. Sacramento,CA 95828 For more Informed ons Sr��N�•GHp� DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi nei tw.tom; TPI:et won,tl s J ob's general notes page and these web si tel: pi net erg; NTCA; www.sbci ntlustry.tom; ICC: www.lccsafe.erg SPACI NG 24.0" J REF- 1 VPZ7 1 75201 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154—PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - N3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 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. I n lieu of structural panel s use purlins to brace all fl TC w 24" OC. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member deli gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 5X5= 3X5 - 1.5X4�� 3X5 1. 5X4% T 4 / 5-7-11 / Y y� (I )-=-- = 3X5= 4X8= 3X5 +9-0-0 1 3X10 B13X5= 3X10(B1) 1.2-6-0J 3X7= L 5-10-4 —1— 5-0_-8 –1-7-6-152-0-8 �}1c-1-a I' 8-4-8 i- 5-0-8 7-6-12 — 5-0-8 ,1 5-10-4 7-6-12 8-4-8 L 15-11-4 1-� L J—�— 15-11-4 J I` 33-0-0 Over 2 Supports J R=1754 W=5.5" �I RL=80/-86 R=1570 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 • QTY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �01t ' -OFF Scale 1875"/Ft. 825 N4th Ave,ComelCorneliusTI OR 97113 **I FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING E INSTALLERS TC LL 25.0 PSF Trusses requ;re extreme care;n fabr;cati ng, handl l ng, shipping, instal II g and bracing. Refer to and fol low he latest edition°£BGS! REF R7175- 91445 (Bu;!di ng Component Safety Information, by TPI and WTCA) for safety practices prl or /ted �• TC DL to performing these functions. Inatal;ers shall provide temporary bracing per BCS). Unless noted otherwise, (14* /// 14659' 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlegid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per BCS! r Ail O`� I I sect'ons 83, B)or B10 as app)i abl e. Apply pl ales to each face of truss and post ti on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16111019 II L J he Joint Details, unless noted othe wl se. Refer[o tlrawln 160A- W 1 1 I ' Alpine, a division of ITw Bulltli C gs Z for standartl plate posit)ons. ng,drawlrg truss inents Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY any fol I ure to bu;I d the I n conformance with ANSI/TPI 1, or for handl I ng, shi ppi ng, PIY natal latl on R bracing of trusses h . A seal on thl s drawl ng or cover ng um s dree1np I ndl utas acceptance of rofessl anal 1 Merl *C B 83$1 RDyanaCirCle rasponslbllIty orlina Sul!fbr di designlIS"°"l'. TI..Seltebility and use of this drawing for any structure In the 9�S C,�t iS 9 04' TOT. LD. 42.0 PSF SEAN- 34020 ng oaation see ANSI ob. 1 general rd Q DUR, FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nfnrmat;on a e rni a ob•s general antes /NN W.AHP ALPI NE: www.al pi mel tw.com: WI: www.tpl nst.or aTCA: www, page and these web slimes: g: sbcindnsiry. "`' .'°esafe.nrg SPACI NG 24,0" JREF- 1VPZ7175Z01 Ronolwe•»rtv2Dn (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - N4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 :T2 2x4 DF-L #1&Bet.: :op 2h4 HF x &Det. : 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, 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 deisi sloads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. dgn. Truss designed for unbalanced snow load based on Pg=25.00 psf, Deflection deao11. and L/240 total load. Creep increase fac Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. tor for dead meets s I oad6d i s 1.550. 3X5% 6X6= 3X5 4 T 3X5 0. 4 5-9-15 (A2)=-7.- 1. 5X4 III 3X5= 3X57-- 9-0-0 i 1. 5X4 III 5X5(A2) 7=- 3X5---- L2-6-0.1 X5=L2-6-0J 8-3-0 8-3-0 1 5-2-4 _ �I-6 -1-8 -�8-3-0-2-4 1 8-3-0 'I 1- 16-6-0 �_ 16-6-0 J 33-0-0 Over 2 Supports R=1600 W=5.5" RL=82/-88 R=1396 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2\007(STD) Truss Components TYP. tsofOregon (503)357-1118 **WARM NCI READ FOLLOW ALL =n%(0%)HIS 4(0) 16.01.00. ,`/D L,.O 'TY:2 OR/-/1/-/-/R/_ 825 N4thAve,oforCornehUS OR 97113 •'IYPORTAMT•• FURRISR THIS DRAWING M ALL CONTRACTORS IRCLuo1NG THE INSTALLERS c, /`C Scale =. 1875"/Ft. Trusses requl re e e In fabri call ng, handling, shi ppl ng, instal l l ng and bracing. Refer to and follow _ the latest edl ti on ofuBCSI care l dl ng Component Safety Information, by TPI and wrCA) for safety practices prl or to performing these fundi ons. Installers shall provide temporary Drool ng per BCSI. Unless noted otherwise, R7 top chord shall have properly attached structural sheath)ng and bottom chord shall have a T.ddh6 rl itl ceiling. Locatl ons shown for permanent lateral rest cal nT f Prnserly etched TC LL 25 0 PSF fr- ItI1t' sections B3, BI or 810, as applicable. o wpbs shall have bracing tel led r d o �tfr� �t All I,�, I the Joint Detail MPIy plates to seachtra face of truss and have o `v II asp II REF 175 91446 post A 9 F9 TC DL 10 0 PSF DATE 04/20/16 ,U 1\ I I s, unless noted otherwise. Refer to drawings 1e0A_z for standard late po)tion above and on BC DL 7.0 PSF DRW CAUSR7175 16111020 I V Al pi ne, a division of 1TW Building Com P poll ti ons. ' drawl ng, any failure to build the trusspI Componentsc. thhal l not oP1 be rfor1 01 for any devi ati on from this BC LL AN ITW COMPS NY installati on R bracing of trusses. or for handling, hipping, �. --6 0.0 PSF CA-ENG CWC/CWC A seal en this drawl ng or rover 1l stl this drawl raspsnsl bllltY solely ter the deal page show, The sul tabllplity�anda ofaacceptance srawrngp fors�l onal .rglnaar,ng 9/S �fC,�•�9a9 Q�y TOT. LD. 42.0 PSF SEAN- 34030 $351 Rovana Circle resprosl bl 11 ty of the to I d,a east o sr per I /TN 1 See,]. any structure I s the sBcamemD,eaysaza For more Information, rygNw•C�AQ OUR. FAC. 1. 15 FROM BB ALPI NE: www,al pin&tw.com; TPI:e.,,t tl s J ob's general notes page and these web slimes: pi nst.org; wTCA: .sbci ndustry.com; ICC: .I ccsefe.org Renews:12/31/2017 SPAC I NG 24.D" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - N5) Top chord 2x4 HF #1&Bet. :T3 2x4 HF SS: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 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 Ioad is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. H0308% 5X5 T 4 3X5� 3X5 00, 4 5-9-15 3X5= 9-0-0 1 � (A1)= 1. 5X4 III 3X5— 3X5= 1.5X4 III 3X5(A1) L2-6-0J. 13-6-8 >Ic 6-3-0 >I< J 13-2-8 8 3 0I 5-2-4 -3 OI_ 6-1-8 —�8-3 5-2-4 >Ic 8_3_00 16-6-0 ,I_ 16-6-0 fc 33-0-0 Over 4 Supports R=721 U=9 W=5.5" R=709 W=5.5" R=1207 W=5.5" R=402 W=3.5" RL=82/-88 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. . t o QTY:3 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)3572'.118 **WARNING/**READ AND FOLLOW ALL NOTES ON THIS DRAM NG! 4g TC LL 25.0 PSF 825 N 4th Ave,Cornelius O97113 "I IIPORTANT•• FIRM SH 1111 S DRAW,NG TO ALL CONTRACTORS I NCLUOI NG 111E INSTALLERS. REF R7175- 91447 Trusses regul re extreme care In fabri call ng, handling, shipping, instal l log and bracing. Refer to and fol low . , the latest edition of SCSI (Building Component Safety Information, by TPI and aTCA)for safety practices prior Qs 14659 'y' ' • TC DL 1 0.0 PSF DATE 04/20/1 6 to performing these functl ons. I nstal I ens shall provide temporary bracing per SCSI. Unless noted otherwl se, CC Oddlibh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedIC rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS/ I. BC DL 7.0 PSF Ail I�`� I I ; seeti ons 83, B/or Blo as aoppl I cab'e. Apply pl ates to each face of truss and poll a on as shown above and on 1�1 DRW CAUSR7175 16111021 L J the Jol nt Detal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. drawl pi ne• a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC g, any fel I core to IAA I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shl ppl ng, 'a AN IrweohAPnNY installation A bracing of tresses R 9 TFC 7 199 Q..°....f TOT. LD. 42.0 PSF SEAN- 34028 A seal on th1 s drawl ng or cover page I I st1 ng th1 s drawl ng, I ndl cotes acceptance of profess'one' engl Merl responsi bl I I ty sol y for the design shoo. The Sul tab''I ty and use of till s drawl ng for any stature I,nthe /,r FROM BB s351 Rovana Circle raspan.l bl l l ty of the aw 1 dl ng Dae'goer per ANS'irvl ,51p.z. /j4 W. `,Oc DU R. FAC. 1. 15 Sacramento,CA95828 For more information see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z01 ALAI NE: www.al pi nei tw.can: TPI: www.tori net.org: NIC, waw.sbci ndustry.Com; ICC: www.I ccsafe.org Renews:12/31/2017 (0416154--PARR LUMBER- Top chord HILLSBORO -W1ndWood Mas 1245 Snd Hee --2x4 2x4 DF-L #2 :T2 2x4 DF-LBOt chord 2x4#1&Bet. ; #1&Bet.: VERIFY VERIFY, OR 2x4 HF #2 N6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MF Webs 2x4 HF Std/Stud 120 m Bottom chord anywherewind' 15.00 ft mean hgt, ASCE 7_10 checked for DL=4.2 roof, RISK CAT 11, CLOSED bld R. load applied 10.00 psf non-concurrent bottom chord live psf. EXP B, wind TC DL=6.0 g Located per IRC-12 section 301.5. psf, Truss deli Wi nd loads wl nd BC Ct=1.10, Cened for unbal anced snow load based on p design, and reactions based on 1 10, CAT I I 21.17 9=25.00 MWFRS wi th addi ti opal C&C & pf= psf. psf, Deflection meets member factor for dead Ioad60slive and L/240 total load. 1.50. Creep increase 3X5: 6X6- !C 3X5 -- 4 4 r HI 3X5 5X5(82)_ = 5-9_15 1. 5X4111 3X5- • 3X5=-- 11111111111111 -�, L2-6-0� 1.5X41114_9-0-0 a--- 3X5,---- L2 X5= 5X5(A2) 8-3-0 8-3-0 8-3-0 8-3-0 5-2-4 16-6-0 6-1-8 5-2-4 8 3-0 8-3-0 16-6-0 R=1600 W=5.5" 33-0-0 Over 2 Supports RL=82/-88 PLT TYP. Wave Desi R=1396 W=3.5" Truss Components of Oregon (503)357- gn Cri t: I RC2012/TP s2s N 4th Ave,pts Cornelius ok97113 503)357-'118 FT/RT=2gg(0gp)/4((OST ) ,.I 'WARNI NGI++R trusses require FURNISH TFUSDDRAAl1MNIGG TO ALoam L N4. ORSTNIs 16.01 the latest dl Tl oneoffe tare in 96Cc�nnnt Safety^�nFormpP�^g• InstallNiG .O - TY _ _ to performsCSl�guiltlin ,411116 top chord ng these Fu ti INSTALLERS. _ ,4�[�0 nal! esee uncpee! InstalIsrs apron P an hav nge Rene ntl 1 TC LL 1/ 25 0 =. T1 act' Y att hetl anon rural prowl de tempo by ' (ling, focatl as ntl t/TCq) P Pe PSF [i s Baeshown for perm he ihl ng tla�bracin rfor Fety r to a Follow '`` /(/�� r. the Joint 0 07 o Bn o. t I ateral hortl s SSI N^I ess practices prl or V�/) / _ , O OR/ / / /R/ tails, aPPlioabl e. o nt we shoran hhaaVl Alpine noted therwl sepply plates toeach face of bs a bracing ro tt..�� noted attachBC e, �V AN ITW COMPANY drawl ng, a tli�i sl on of 1 Tw gut Refer ro crawl n truss s nstal I etl Pea n 46 10.0 PSFR — anY failure to bu Itling Componenotn Grou 9s t60q_Z for tl Position shown above 59�9 r. TC DL REF 7175 91448 tallatl on a bract nt f trusses the truss Inc conformance nc' n t tantlartl plate posl ti ons. ntl shANS A,est OH til,tlr,&I e w th be re I/iPl 1, spOnsl bl a for any tlevi ntl o 8351 Rovana Circle A Seel EI 1 I ty s,1 el oP COpsr Peg.14:::,!'° I st1 or for papal i n, BC DL DATE 04/20/16 r rpt tIb 9 sM1iPPing, ^From this 7.0 PSF DRW c Sacramento,CA 9582R r'spO"s1 b1 I I ty oftasl pl srywm'p tA1 s R the Be:&anal Tn,sort See.cotllu,.atG,pt •:, .,� BC LL AUS 7175 16111022 Fpr Designer o. MSI/ryI ,�«.?.a e orae,,til;";°,„ °+nr�sfnuP,�,"�, '�/s, f�7, 1989 ��' TOT. LD0.S PSF CA-ENG Aim NE: wwwal, nettw.tom; TPI: wvnw.tpinstborg'e,rCAl: notes pa CWC/CWC www_sxinousra these 42.0 PSF SEON— y cpm: Si. „e$ /qNW.12/31/2017 DUR.FAC. 1 34032 Ittsafe nrg 1 5 Renews: SPACI NG FROM BB 24.0" JREF- 1VPZ7175Z01 (0416154-PARR LUMBER-HI LLSBORO -VVI ndwood Mas 1245 Snd Hee -- VERI FY VERT FY, OR - $G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 :T2 2x6 DF-L SS: :T3 2x6 HF SS: Special loads Bot chord 2x6 DF-L 2400f-2.0E (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: TC- From 36 p1f at 0.00 to 36 plf at 4.94 :W4, W10 2x4 HF #2: :W12 2x4 HF #1&Bet.: TC- From 36 plf at 4.94 to 36 plf at 31.50 (**) 1 pl ate(s) require special poli ti oni ng. Refer to BC- From 7 pl f at 0.00 to 7 pl f at 31.50 scat ed plate s of qui r I s for s poi al BC- 297.63 I b Conc. Load at 1.50, 3.50, 5.50, 7.50 p posi ti oni ng requi rements. 9.50,11.50,13.50,15.50,17.50,19.50,21.50,23.50,25.50 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 27.50,29.50 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Wi nd I oads and reacti ons based on MWFRS. DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC w 24" Ri ght end verti cal not exposed to wind pressure. OC. 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. Calculated vertical deflection is 0.55" due to live load and 0.57" due JT PLATE LATERAL CHORD to dead load at X = 15-3-4. No SIZE SHIFT BITE [ 4] SS0612 S 1.75 [ 8] VI/4X8 2.75 R 1.75 [ 9] W3X5 S 1.25 [16] W4X12 5.00 R 1.75 [20] W3X10 S 1.25 [21] W5X10 S 2.00 5X5= 8X10= 3X5[9]= T2 3X5= 1.5X4(**) Ill 3X10[20]= T3 6X10= 4 ,- = 11 W10 W12 1-3-15 - 2-11-11!_10-4 r r l C 9-0,0_ 6X10(R)= SSO612[4]= 4X5= 4X8[8]= SS0612= 4X12[16]= 5X10[21]= 4X5111 4X5 III 4-11-4 5-2-0 5-3-12 1 4-11-4 5-2-0 >I` 5-3-12 'I` 5-3-12 5-3-12 5-5-8 5-3-12 + 5-3-12 5-5-8 I, 4-11-4 ,I, 26-6-12 Er 31-6-0 Over 2 Supports J R=2938 U=22 �I R=2867 U=21 PLT TYP. 18 Gauge HS,Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2/D(0/B)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! 1 d,� TC LL 25.0 PSF REF R7175- 91449 825 N 4th Ave,Cornelius OR97113 '*I MpORTANT"• FURNI SH 1111S DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. Trusses require extreme care In fabri call ng, handl ing, shipping, Installing and bract no Refer to and follow e the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prlor A. TC DL to performing these functions. InstalIers shall provide temporary bracing per BCSI. UnIess noted otherwise. e� 46§9 '�• 10.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` riegid eel II ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 7.Q PSF Ail O`� I B3 BT or B10 as appl cab!e. Apply pl ares to each face of truss and posi ti on as shown above a.on t BBC DL DRW CAUSR7175 16111023 II IL J I nthe Jol nt Detal ls, unless noted otherwl se. Refer to drawings 160A-Z for standard plate posi'II ons. Al pi ne, a di vi si on of I TW Bul I di ng Components Group Inc. shat I not be responsi bl a for any devi at on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol I ure to but I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITW COMPANY Installation a bract ng of trusses. A seal on thio dr.oI ng or cover pepe hating this draw I9 �" TOT. LD. 42.0 PSF SEAN- 34039 rssponsl hi I I ty sol el Y for the deal B0. ndl utas eeoeytancs or proRasl anal mai mem no 9 �fC 7,Ag8 Q. respond hi 1 It gn shown. The.1 tabll lty and use of thl a drawl Tor any structure Is the 835!Rovana Circle y or the Runalrq Designer per ANSI/11.1 ,Sec.2. / YW W� t, OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this J ob•s general notes page and these web sites: ��/4 W.CO ALPI NE, www.al pi mei tw.comm TPI: www.tpi nst.org; WTCA: www.sbci ndustry.corn; ICC. www.I ccsafe.org NI/ SPACI NG 24.0" J REF- 1 VPZ7175 Z01 Renews:12/31/2017 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERT FY, OR - S) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T1 2x4 HF #1&Bet. : 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 :W2 2x4 DF-L Std/Stud: :W10 2x4 HF #2: DL=4.2 psf. In lieu of structural panel s use purlins to brace all flat TC 24" Wind loads and reactions based on MWFRS with additional C&C member OC. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg-,25.00 psf, 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 [ 4] W5X5 S 1.25 [14] W3X7 2.25 R 1.25 [19] W4X5 2.00 L 1.25 6X6= 3X5= 1.5X4111 3X5= 3X5= 3X10--÷---= 4X8, a _ $ ' _ - T T 1-3-15 �� W2 W 3-7-11.6-2 _ _ _ = �� Y - +9-0-0� _L 3X5111 5X5[4] 3X5= 4X8= 4X5[19] 3X5 III 3X7[14] 6-11-4 J. 5-11-15 6-1-11 5-11-15 �` 6-1-11 >I< 6-3-7 L 6-11-4 ....._1_ 6-1-11 6-3-7 24-6-12 J r 31-6-0 Over 2 Supports R=1340 RL=38 R=1340 U=2 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-0118 •"WARM NGI••READ AND FoLLOM ALL NOTES ON THIS DRAWING! talc\• ' -0 825N4th Ave,Cornelius OIL97113 'IMPORTANT... FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �{rPP F TC LL 25.0 PSF REF R7175 91450 Trusses requl re extreme care in fabricating, handling, shl psi ng, Installing and bract ng. folow the latest edi tl on of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior e topto pchorrdmshal I havethese funct;ons attache'structural psheadthi ng andabotttomcchordeshal li have"aass noted otherwi se, �� 14659 �417 59�� TC DL 10.0 PSF DATE 04/20/16 Oldlibk prosey properly attached riegltl cel ling. Locations shown for permanent lateral restraint of webs shall have bracing shoot per SCSI ir BC DL All �fO`�N I I sAI tl ons B3, Bl or 010 as appl I cabl e. Apply pl Ates to each face of trusstand post ti on ass=above and on t 7.0 PSF DRW CAUSR7175 16111024 II J he Joint Details, unless noted othe wise. Refer to drawl nqs 160A-Z for s andard plate post ti ons. pi nes a dl vl si on of I TW Bui dl rg ConrponeotGroup Inc. shat I not be respons;bl a for any devl aU on from thl s BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall ure to build the truss In conformance owl th ANSI/TPI 1, or for handling, shi pp;ng, s�� AN ITR COMPANY I nstalI au on a brae;ng of trusses. . A seal Be this drawing or cover page listing this drawing, Indicates tare of professional engineer) 'f a9 " TOT. LD. 42.0 PSF SEAN- 34041 respoi nsi bi I I ty sole]y for the design shown. The su1 tabu I I ty and use aof`thi s drae drawing for any structure is pthe 9js C,7,19 Q� 8351 Royana Circle Y of the IN,I Itll ng 1lesl goer per ANSI/TPI ,see.2. T/ f.{10 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this)ob•s general notes 'sYN W A7i� ALPINE: wow•.al pine;tow.cam; TPI: www.t 1 nst. page and these web siwww. SPACING p °r9 ��^ wawa sb inda try. "csafe.nrg 24.0" JREF- 1VPZ7175Z01 Ronaurc.1711112017 (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - S1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet.: 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 2x4 HF Std/Stud :W5, W7, W9 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reacti ons based on MWFRS with additional C&C member Welt gn. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" OC. Ri ght end verti cal not exposed to wi nd pressure. Deflection meets L/360 live and L/240 total load. Creep increase 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. JT PLATE LATERAL CHORD Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, No SIZE SHIFT BITE Ct=1,10, Ce=1,10, CAT II & Pf=21.17 psf. [[ 4] W3X5 25 1 75 R .25 1.25 [ 9] W3X7 1,50 R 1.25 [18] W4X5 2.00 L 1.25 6X6= 5X7= 1.5X4 III 3X5[4] 4 3X5= 3X5= —, 4 T2 U u T3 \ T T 1. 5X4111 1.5X4111 W5 4-3-110-11 1-3-15 (a) um ,T, r a *9-0-0_L 4X5(R)[3] III 3X5= 3X7[9]= 4X5[l8] 3X5(R) III 3X5= L. 4-5-10 J_. 4-5-10 8-11-4 �` 7-2-11 7-2-11 7-4-7 6-10-13 �jJ I L 8-11-4 7-11-11 ' I.< I 21-9-12 0-9-10 31-6-0 Over 2 Supports J R=1340 �I RL=45 R=1509 U=1 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FTruss Components of Oregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL TNOTES on nlo(DRRao/MNG 4(0) 1 b.01.00. 8fiO, Y: 1 OR/-/1/-/-/R/- 825N4thAve,Cornellus01�97113 Scale =. 25"/Ft. — ••I extreme•• FURNISN atln, handl TO ALL CONTRACTORS Inst lI Ing Nnd braTHE INSTALLERS. �� TC LL 25.0 PSF Tru require extreme care In fabricating, hantlling, shl in install, REF R7175- 91451 the latest dl tion of BCSI (But leg ng Component Safety I nformatl on, by TPI and WTCAbrfornsafetyRefer to and follow to performs ng these f°neu ons. ,osteo ers noel l prowl de temporarybra<;n3 Y precoti<es prl or 14659 9 TC DL 10.0 PSF DATE 04/20/16 411164 top chord shall have properly attached structural sheath)ng and bttom chordeshal SCSI havenaess noted therwl se, r ri gs d eel i ng. Locati ons shown For properly attached , .4 E O`� I Ta Sections 83, B7 or B10, as Permanent lateral restraint of webs shall have bracing Installed per BC51 BC DL I I L J 1 the Joi nt Dotal s, unless noted otherwl se. e. Refer tto drawl ne es to each f 160Aace of truss and°°si is to as l ti a above and on 7.0 PSF DRW CAUSR7175 16111067 I Al pl ne, a dl vi sl on of I TY Bul I diroup 9s 2 for standard plate pool tions. drawl ng, any(allure to build the�trusspIn conformance withc. „ANSI/TPI 61 rsponsihan forhandl , s ldevl pping,°n from this ..-- .... BC LL 0.0 PSF CA-ENG CWC/CWC AN ITV✓COMPANY I notal I ati on a bract ng of trusses. or for handl ng, hl ppi ng, A seal on this drawl n9 or cover pegs IIsting this drawl ng, Indlcedes acceptanceof rofesslonsl s Ine.ri '9/ �fQ 7,19 9 Qt` TOT. LD. 42.0 PSF SEON- 34043 respon 1 bl I I ty owl the BSul l the deal gn shoed. The sal tab)1 I ty and use of thl s drawl ng for any structure I snthe 4 {� 8351 RovamaCircle tY ng Designer per ANSI/171 1 Sec.2. S�'�41�a GHp� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nf<rmatl on s thl s 3 obi s general notes ALPI NE: .al p1 mel tw. om: TPI: tpi not.erg; WTCA: he'ndustpage dry.come web ICC: siwes:l ccsafe.org Renews:12831/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - S2) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :W6, W8, W10 2x4 HF #2: DL=4.2 psf. Wn i In I i eu of structural panel s use purlins to brace all flat TC @ 24" desild d loads and reactions based on MWFRS with additional C&C member gn. OC. W Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W5X5 S 1.25 [16] W4X5 S 1.25 [23] W3X5 S 2.75 5X5= 1.5X4 III 1.5X4 III 3X5= 4X8(R) III 3X5; Ill'N _.1.mm========7----________________41 4 4X8% T 4-11-11 1-3-15 •�Iv� _ 4-0-11 ± _�Ilr Li O WW r 3X5 III 5X5[4]= ` 9-0- 3X5= 3X7= 4X5[16] 3X5(R)[23] III LL 3X5= F• 5-5-10 �� 5-5-10 '` 5-10-11 5-10-11 6-0-7 5-10-11 5-5-10 6-0-7 + 8-7-11 —I— 2-9-0 '1 L 10-11-4 17-9-12 ,J_ 2-9-0 J 31-6-0 Over 2 Supports R=1340 > RL=45 R=1370 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2°/D(0°x)/4(0) 16.01.00. D18ROpf. TY:1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 "•WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! Sca I e 825 N 4th Ave,Cornelius OR 97113 ••11WONTANf•• FURNISH TNI S DRAWING TO ALL .t = Trusses require extreme car T lI Ing and THE INSTALLERS. ' TC LL 25.0 PSF25 the latest edition of BCSI a In fabrl catl ng, hantllinq, shl Dpi ng, Ins[alll ng bracing, Refer to and follow CO�:/ . (Elul l di ng Component Safety Informatl on, by TPI and RICA) for saferREFAT R7 1 04/20/16 4/ 91452 to performs ng these fonts ons. I nstal I ers shal l provi de temporary bract ng per SCSI n tedctoi fes pse or vI 14659�'Y ' TC DL top chord shall have properly attached structural sheathing and bottom chord shall have erly ttachede, �. r, 1 0.0 PSF DATE 04/20/1 6 riiRld cells ng. Locatl ons shown for permanent lateral restral nt of webs shall have bract ngInstall edtper hBCSI 1 _ 11 A tl ons Ba, B)or B10, a applicable. Apply plates to each face of truss and position as shown above and o ' � _.I BC DL A I I I EI'` I I ' the'°i nT Betas Isis., nl es%noted otherwi se. Refer to drawl rgs 16oA-Z for standard I ate ^ 7.0 PSF DRW CAUSR7175 16111051 II ILL, ' \VI I Alpine, a di vi n of ITN'Buil dl p post[l ons, drawing, any pal lure to build the'�truss pin con Group InW. shall not be responsible£or any deviation from this BC LL 0.0 PSF AN InW COMPANY i nstal l ati on R bract ng of trusses. conformance i th ANSI/TPI 1, or for handling, hl I n CA-ENG Pp g. NJ. SE EN CWC/CWC A seal on this drawl ng or cover eq resBoni Ent y of el t'br the SQSwa mite,.,, TThessulr obllity and use oof this drawl eq fors any'~streeeture I,"the 9� ,f�''T.19x9 �� TOT. LD. 42.0 PSF SEAN- 34049 8351 Rovana Circle respond bi I 1 t ng Designer per ANSI/TM 1 See.2. Sacramento,CA 95828 For more information s �l�gNW CH4Q DUR. FAC. 1. 15 FROM BB ALPI NE: www,al pl net tw.com; TPI_ wxxvsee s job's general notes page and these web sl tes: .dpi nst.org: VI TCA: www,sbci ndustry.com; ICC: www.I ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - S3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC :W6, W8 2x4 HF #2: DL=4.2 psf. • Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In Iieu of structural panel s use purlins to brace all flat TC c 24" OC. Ri ght end verti cal not exposed to wi nd pressure. Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live factor for dead Ioad is 1.50. P load applied per IRC-12 section 301.5. 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 II & Pf=21.17 psf. [ 4] W5X5 S 1.25 [18] W3X5 2.25 L 1.25 [21] W3X5 S 2.75 5X7= 1. 5X401 5X7=-- , 4 • 3X5% 4X5 4 — 0, W6 (a) T 4X8--% 5-7-11 4-0-11 A•07 1-3-15 2 on n li = 9 0-0_z_ 3X5 III 5X5[4]= 3X5= 3X5= 3X10= 3X5[18]= 3X5[21] Ill 6-5-10 6-5-10 6-5-10 6-10-14 6-10-14 ''l` 6-10-14 4-9-0 6-10-14 + 4-9-0 I, 12-11-4 I 13-9-12 J, 4-9-0 ,j 31-6-0 Over 2 Supports J R=1340 �I RL=49/-28 R=1340 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 =. 25"/Ft. 0V Truss Components of Oregon ((503))357-2118 "WARNI NGI•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! • -QFC, 825 N 4th Ave,Cornelius OR 97113 ••IgPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'e''' TC LL 25.0 PSF REF 87175- 91453 Trusses regui re extreme care in fabrl cat!ng, handling, shipping, Installing and bracing. Refer to and follow ''�� the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ♦c ' %' TC DL 1 0.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise, �/ 1 4659�"r 04/20/16 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached riegid telling. Locations shown for permanent lateral restraint of webs shalI have bracing Installed per BCSI BC DL 7.0 PSF .4II 1T �0��I tl ens B3. B>or Bio, as eon!icab)e. Apply plates to each face of truss and pos;ti on as shown above and on t DRW CAUSR7175 16111052 I the Jol nt Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW drawl ng, any Cal lure to build the truss in conformance with ANSI/WI 1, or for handling, shl ppi ng, •.' �' COMPANY I nstal l atl on h bracing of trusses. . Aseal on thls drawing or cover pegs listing this drool ng, Indlutes 9 `' tangs of professional engineering ',f7 Ne TOT. LD. 42.0 PSF SEAN- 34051 proal bl II ty solely for the design shown. The sul tab1 IIty and use of this drawing for any structure Is the �ft •1.9 89 As4 8351 Rovuca Circle respond bi I l ty of the Dui I ding Designer per ANSI/1•111 1 Sec.2. V j� �Q OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s job's general notes page and these web sites: ��.at ALPINE: www.al pi nel tw.corn; TPI: www.tpinst.org; WICwww.she'ndustry.cow ICC: www.Iccsafe.org SPACING 24.0" J REF- 1VPZ7175Z01 WIC, Penang•1211117017 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - S4) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 :T1 2x4 DF-L #2: Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud :W2, W4, W6, W7, W9 2x4 HF #2: anywhere f. roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" desi gn. OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase Ioad 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. No PLATE LATERAL CHORD SIZE SHIFT BITE [ 3] W3X5 S 2.75 [17]11W3X5 S 1. 25 1.25 2.75 5X5= 3X5= 6X6= m _ � 4 IA T 3X5 4 1— 4X5 W7 3X10% 6-3-11 • (a) 6 4-0-11 1-3-15 11111111111I.— ■■ a■ — 3X5[3] III 4X5[4]= 44_9-0-0_L _L 3X7= 3X5= 3X10[17]=- 3X5[21] III r 7-5-10 11 7-5-10 7-5-10 �I` 7-5-10 'I` 4-10-14 -.I_ 9-9-12 4-10-14 >Ic 6-9-0 I— 14-11-4 6-9-0 _I— 9-9-12 J, 6-9-0 J I.< 31-6-0 Over 2 Supports J R=1343 �I RL=58/-36 R=1340 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. t TY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 ..WARNINGI w*READ AND POLIOS/ALL NOTES ON THIS DRAWING! �� 0`C Scale =. 25"/Ft. 825 N 4th Ave,Cornelius OR 97113 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL Trusses regul re extreme care In fabricating, handling, shi poi ng, installing and bracing. Refer to and follow 25.0 PSF REF R7175- 91454 the latest edi tl on of BCSI (Building Component Safety Information, by TPI and AICA) for safety to performing these functions. InstalIers shall provide temporarybracin ted other prier kI 14659�'Y ' TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathing and bttom chordeshaillhavenaess erly ttachede, Q 04/20/1 6 rl gitl cel ling. Locations shown for properly attached .4 rl O`� I sections Ba, B7 oras Permanent lateral restraint of webs shall have bracing InstalIetl per BCSI • BC DL II L J Bt O, applicable. Apply plates to each face of truss and position as shown above and o , I I_•� 7.0 PSF DRW CAUSR7175 16111053 I 1 the Joint Details, unless noted otherwise. Refer to drawl:Ls,1,6,,0°A-t2 or standard plate post tl ons. d drawl ng, any i fai I ure to l bul I the trusspI neconformance wi th9ANSI/TPI 61,rorPPor'handl 1 ng, ppl ng,on from this BC LL 0.0 PSF AN 11-W COMPANY installation A bracing of trusses. pP�. IT'S...O. CA-ENG CWC/CWC A weal on thls drawl ng or cover page IIstl ng, Indlcot.,.cc tares of professional anal neering 9�A yea 7, t9$ �� TOT. LD. 42.0 PSF SEQN- 34053 terpene!bl 11 ty solely for the design . this drawn ap 9 Q respond bll It shorn. �•sulTPI I .ety2.and use of this drawl for any structure Is the Q 8351 Roane Circle Y of the BobBpi Iding Designs per ANSI/Tel 1 Bac OUR. FAC. 1. 15 Sacramento,CA 95828 For more Information gee this b s Vn�4�,CN� FROM BB ALPINE: www.al pi nei tw.corn; TN: ° general notes page and these web sues: -/ n www.tpl nst.erg: PICA: .sbcl ntlestry. 1 CC. c°safe.erg Renews:12/31/2017 SPACING 24.0" JREF- 1 VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - L2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, 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. In Iieu of structural panels use purlins to brace all flat TC m 24" OC. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye Ioad applied per IRC-12 section 301.5. faectior meets oad6live and L/240 total I oad. Creep i ncrease i factor for dead load s 1.50. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 5X5= 3X5 1.5X4-.------ 2 1 , 4 4 I- 3X5 \4111 12_8_12 5-11-15 3X5(A1)= 3X5= 3X7= 3X5= 2-8-12 T 1-11-15 I 1 3X5(R) III 3X5(R 1111 0-0-0 12-6-0---Lc 18-4-8 8-1-8 4-9-12 8-8-0 4-O 0 1Jc 5-11-12-4 8 4-3-0 _rie 3-7-14 7-7-4 3-9-10 8-9-12 I, 5-8-4 -I_ 12-0-0 18-10-12 -I- 7-7-4 26-6-0 Over 3 Supports R=1039 U=7 W=5.5" R=1159 W=5.5" R=337 U=2 W=5.5" RL=48/-62 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-'118 "WARNINGIww READ AND FOLLOW ALL NOTES ONTHISDRAM NG! D18R.- Y: 1 OR/-/1/-/-/R/- Scale =.25“/Ft. _ 825 N 4th Ave,Cornelius OR 97113 •'I IIPORFANT” FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLDDI NG THE INSTALLERS. TC LL 25.0 PSF _ Trusses regul re extreme care In fabricating, handl Ing, shipping, I nstal Ii and brad ng. Refer to and follow the latest no,ti on of BCSI (Building Component Safety Information, by TPI �(`O 59 R7 to performs ng these funct;ons. installers steal l and'M1 BCSI for safety teach ces prior 46 J p�9` 0/16 top chord snail have properly attached structural pShelte temporary tom chord per all eta ps noted attachide, sheathi ng and bottom shall have a properly attached rigid ceiling. Locations shown for permanent I ateral restraint of webs steal I have bracing installed per BCSI I _ TC DL 10 0 PSF DATE 04/2 91455 BC DL 7.0 PSF .4 II 11 O`��I Ta secPi ons B3 e/or B10 as pool i cabl a Apply plates to each face of truss and post ti on as shown above and on - DRW CAUSR7175 16111054 till L J I the Joel n[Details, unless noted otherwl se. Refer to drawl nes 160A-Z for standard plate post t;ons. I al ine, a dI suet of R Bnildl g Components Group Inc. shall not be respons;ble for any deviation from this .a BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to buy Id the truss in conformance with ANSI/TPI 1, or for handl Ing, shl poi ng, e v AN ITW COMPANY I t=hat I ati on h bract ng of trusses. A seal on this drawl ng or cover peps II NIl 119 ml N drawl 17 Indl cotes.ccs lance of profess!Mel end!nsert * 'ec.7t VP Q;' TOT. LD. 42.0 PSF SEON- 34055 respons101 I I ty sol el y 1br the des!Rn shown. The sun tab!11 ty and use of thl s drawl rig for any structure I sDthe Q� 8351RovanaCrcle responsinti(dont»&tllalnRDesigner perANs1/TPI1see.R. �r'ANw,Ci�p OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this 1 ob•s general notes page and these web SI hes: Renews:12/31/2017 SPACING 24.0" JREF- 1 VPZ7175Z01 ALPI NE: www.al pi net tw.cony TPI: www.tpi nst.orgy WA: www,sbci ndustry.coin: ICC: www.I ccsa£e.ore (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - Ll) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 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 Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 5X5= 1. 5X4 '-, 5 T 4 3X5 a � - ii. ii, iiii....._--Aiiiiiiiiiiiiiiiiivoir... iiiiiiiiiiiiiii 3X5 1. 5X4111 4-12-8-12 6-6-15 3X5(A1) 3X5= 3X7= 3X5= 2-8-12 1-11-15 ■ -111111N.-7 3X5(R 11110-0-0 3X5(R) Ill 1. 2-6-0>I< 18-4-8 >1< --,..18-1-8 I_ 5-8-4 i— 4-10-82-5-12 6-0-0 3 7-14 7-7-4 3 9-10 f 10 5-0 'I < 10-6-12 1_2-2-4`1_ 13-9-0 18-10-12 —I— 7-7-4 < 26-6-0 Over 3 Supports > R=1062 U=5 W=5.5" R=1276 W=5.5" R=304 U=1 W=5.5" RL=56/-70 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. 1 5 ,1 OFF TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. _ Truss Components of Oregon ((503))357-2118 •`WARM NGI•w READ AND FOLLOW ALL NOTES ON TNIS DRAM NG! 825 N4th Ave,Cornelius OR 97113 ••IgPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t��7! �� TC LL 25.0 PSF REF R7175- 91456 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow �s- the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier 4I 14659 '9 r TC DL 10.0 PSF DATE 04/20/16 T. to performing these funcol ons. Installers shall Provi de temporary bracing per BC51. Unless noted otherwise. �. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cei I I no, Locate ons shown for permanent I atonal rostral nt of webs shat I have bract ng Instal I ed per BCSI t ) � BC DL 7.0 PSF DRW CAUSR7175 16111055 ,4 �� sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on All I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL I Alpine, a di vi sl on of ITW Building Components Group Inc. shall not be responsible for any deviation from this IT:, ..1' 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance wl til ANSI/TN 1, or For handling, shipping, v AN IrwCOMI1NNr Instanatle„A bracing of trusses. 9 'pec 7 '1980 Q'r mTOT. LD. 42.0 PSF SEQN- 34057 . A seal on tills drawl 0p or cover page I I all ng till a drawl ng, I ndl utas acceptance of professl anal engl neer)n response bsham. The Sal to)I I ty solely for the des'gn shan I I ty and use of tills drawl ng for any structure I sthe S1''Mw.c,V' OUR. FAC. 1. 15 FROM BB 8351 Aovana Cvele responslhlllty of the gut'dlrq Deal goer per Ails) ' t see,z. Sacramento,CA 95828 For more information see thi s 3 ob•s general notes page and these web sites: SPACING 24.O' J REF- 1 VPZ7 1 75ZO 1 ALPINE: wow,a1 pi nei tw.corn; TPI: www.tpi nst.ore; WTCA: www,sbcindustry.corn; ICQ www.iccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - L) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. d sloads and reactions based on MWFRS with additional C&C member deli gn. 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 Ioad i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [11] W3X7 S 1.25 4X5(R1)lir ice► T 3X5% —7 4 4 3X5411, a 3X5 1. 5X4111 6-11-5 _. 12-8-12 3X5(A1)= 1. 5X4 III 3X7[11]= 3X5= 2-8-12 T 1-11-15 I I '11N. 3X5(R III 10-0-0 3X5(R) Ill I 1 2-6-0>l< 18-4-8 >1c ,1 8-1-8 _ 5-5-1 F` 6-2-13 5-5-1 7-4-10 7-2-14 ....TL_ 3-7-14 I_ 3-9-10 7-7-4 11-7-14 ,1_ 14-10-2 18-10-12 'I 7-7-4 ›. 26-6-0 Over 3 Supports R=985 U=5 W=5.5" R=1158 W=5.5" R=300 W=5.5" RL=60/-75 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. .,e;.T.D18ROp Y:4 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI*•READ Atm FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Corners OR 97113 "I MPORfANT" FURNISH THIS DRAWING TO ALL COMPACTORS I NCLUDI NO THE INSTALLERS TC LL 25.0 PSF Trusses regal re extreme care n fabrl can ng, handl i ng, shl n Installing and bract ng Refer m and fm l ow REF R7175 91457 the latest etli tion of emeI (Nei l nim Com pp g. y ) pr �� t ponsht l plod de tempoiar, b TR, and'M1 TCA for Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a roperl attached rigid cel l i ng. Locatl ons shown for permanent lateral eachl nt of webs shall have bract moat nstal l ed per BGSI �I_' 9 9 r. TC DL 10 0 PSF DATE 04/20/16 BC DL 7.0 PSF Addlih AIT 1 A N I I T• sect)ons 83, BZ or 810, as opal i cabl e. Apply pl rtes to each face of truss and post tl tono as shown above and on DRW CAUSR7175 16111056 II L the Joint Details, unless noted otherwise. Refer to drawl nos 160A-Z for standard plate poli tl ons. Al pi ne. a di vi si on of I TN Bui l di ng Components Group Inc. shall net be respond bl a for any devi atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bul I the truss In conformance with ANSI/TPI 1, or for handl ing, shl ppi ng, AN ITW COMPANY i nstal l at on R bract ng of trusses. A seal on this drawing we cover ape II sting this drawing, indicates ece.pt.aee er prenssionel engIneerinp 9/� 4..0•7,1101 QTOT. LD. 42.0 PSF SEON- 34059 responsi bi I I ty sol el y for the design show,. The sal tebl I ty end use oft I drawing for any structure I s the 8351 Rovetacucle :blllty of the C lIdi g Bel Rer per ANs1/TPI ,See.2. FROM BB TOOK GT+ DUB. FAC. 1. 15 Sacramento,CA 95828 For more i nformatl on see thi s 3 ob•s general notes page and these web sl tee: ALAI NE: www.al pi net tw.corn; TPI: www.tai net.oro; WIC', www,sbcl ndustry.corn; ICC: www.I ccsafe.oro Renews:12/31/2017 $PAC I NG 24.0" J REF- 1 VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - K1) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere i n roof, RISK CAT I I, 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. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, factor for dead load is 1.50. JT PLATE LATERAL CHORD Ct=1.10, Ce=1. 10, CAT I I & Pf=21.17 psf. No SIZE [11] W3X7 SHI FT BI TE [15] W1.5X4 S 2.50 2.50 4X5(R1)i • —14 3X5 4 l'illiihremmillllill• 3X5 x-- 4-2-9 1 _z 11-10-6 1. 5X4111 3X7[11]= +12-8-1 3X5(A1)_ 1. 5X4[15] III L-2-6-0---- -1 6-2-13 6-2-13 5-5-1 5-5-1 7-0-2 11-7-14 7-0-2 7-0-2 18-8-0 Over 2 Supports R=1003 U=3 W=5.5" RL=54/-47 R=774 W=3.5" PLT TYP. Wave Desi gn Cri t: I RC20FT/I�12/TPI -2`/007C(STD) Truss Components of Oregon (503)357- 118 "WARNI NGI*•READ AND FOLLOW ALL NOTES ON27H0IS(DDRAAWBING!4(0) 16.01.00. DI BRO�C f Y:5 OR/-/1/-/_/R/_ 825 N 4th Ave,Cornelius OR 97113 I IwoNTANr•• FURNISH TNI s DNA .` Trusses require extreme car DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `'y the latest edi tl on of SCSI a in fabricating, handling, sill ppl ng, Installing and bract ng. Refer to and follow �v ca R 575" Ft (Rui l di ng Component Safety Information, by TPI and WTCA) for safe[ e414TC LL 25.0 PSF REF 7 1 7 - 91458 to perform)ng these fund)ons. Installers shall provide temporary bracinn Practices prior 14659 _ ragtop chord shall have properly attached structural sheathing and bottom choorperhall have^ae55 noted attachise, �. IC DL 1 D.0 PSF DATE ld ceilln9 oocations shown for permanent lateral restrain[of webs shall have bra<ingpinstalYadttached 04/20/1 6 .4 PON' Ol� I n s t l ons 1 B) Uno as applicable. Apply plates to each face of truss and s per BCOS^ , L J the Joint Details, less noted otherwise. Refer to draw,ngs 1c0A-Z for standard plate posshown ltlonsabove and BC DL 7.0 PSF ' Al Pine, a division"f DRW CAUSR7175 16111057 drawls Ibu Bui the ng Components Group Inc. shall not be responsible for any devi atl on from this AN ITW COM g• any fab I ure to but I d the truss 1 n conformance WI th ANSI/TPI 1, or for handl ng, shi e' BC nstallation R braUng of trusses. Aping BC LL 0.0 PSF CA-ENG CWC/CWC teasel on thla drawl ng or cover peps Ilett A 83s1 Rovana Circle responsl bill ty solely for the design shorty nos drawl II I tyI'end use of this„drool g profess,yhel ucture.ispO '9/s► •��T,t9$ Q��' TOT. LD. 42.0 PSF SEON- 34061 Y or the Sul Id'ng Desi goer per ANSI/TPI 1 See.2. se o Y structure I s the /�e Sacramento,CA 95828 For more ��~n w.C�� OUR. FAC. 1. 15 nfo tion see s Job's general notes page and these web sites: FROM BB ALPI NE: www.al pi nei tw. : TPI: wwwe .tpi nst.org: WTCA: www.sbcl ndustry.com: ICC: www.I ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - K) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n I i eu 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 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, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [14] W3X7 S 1.25 [18] W1.5X4 S 2.50 4X5= 5X5= 4 z S 1.5X4 3X5 4 r---- �' 3-7-11 q 1-110-8 12- - 3X5= 3X7[14] 3X5(A1) 1.5X4[18] III L<---2-6-0--›-I L 5-4-8 9-11-4 4-6-12 3-5-4 I 5-3-8 5L 9-11-4 J 3-5-4 I 5-3-8 18-8-0 Over 2 Supports R=1003 U=3 W=5.5" R=775 W=3.5" RL=47/-40 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1. 11RRop,'ITY:1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon 003)357-2118 "WARM NG!w•READ AND Foca ALL NOTES ON THIS DRAWING! .r\ 825 N4th Ave,Cornelius OR 97113 re extreme F KNISH THIS, handlAVil eg ALL CONTRACTORSInst l l ng THE INSTALLERS. `� �� TC LL 25.0 PSF REF R7175- 91459 Trusses regi re extreme care in fabrlcating, handling, shipping, InstalIInd and bracing. Refer to and fon ow 6 DATE 04/20/16 the latest edition of BCSI (Bui I di ng Component Safety I nformatl on, by TPI and V/TCA) for safety practi ces prior v. 14659 9 TC DL 10.0 PSF n to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, Q top chord shall have properly attached structural sheathing and bottom chord shaII have a properly attached rigid ceiling. Locations shown for permanent Iateral restraint of webs shall have bracing Installed per BCSI _.� BC DL 7.0 PSF DRW CAUSR7175 16111058 ,4 1 sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on �[1^ I I the Joint Details, unless noted otherwi se. Refer to drawl ngs 160A_Z for standard pl ate pose tl ons. BC LL 0.0 PSF CA-ENG CWC/CWC I V I Alpine, a di vl sl on of ITV/BUl Idi ng Components Group Inc. shall not be respond ble for any devi ata on from this s:' -s drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handl log, shipping, V AN ITWCOMWWY Installation A bracing of trusses. 9 'FC 7t 19%N Q4 TOT. LD. 42.0 PSF SEAN- 34063 . A seal on thl s drawl ng or cover page II stl ng thi s drawl I ndl mates acceptance of profess!ons) magi mitring respond bl I I ty sol el y for the design shown. The eel Lobi I I ty and use of this drawl ng for why structure I s the Sl/A w. S% DU R. FAC. 1. 15 FROM BB $3$I Rovaea Circleresponsl b!I I ty of the But l ding Desi goer per Masi/TPI 1 See.2. Sacramento,CA 95$2$ For more i nformatl on see thl s j ob.s general notes page and these web si Les: ALPINE www.al pi mel tw.can; TPI 1 www.tpi nst.org: WTCA: www.sbcl ndustry.mm: ICC: www.I ccsafe.org Renews:12131/2017 SPACI NG 24.0" J RE F- 1 VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - KG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x6 DF-L SS 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W5 2x4 DF-L Std/Stud: :W7 2x4 HF #2: DL=4.2 psf. Special loads Wind loads and reactions based on MWFRS. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) I n I i eu of structural panels use purlins to brace al I fl at TC c 24" TC- From 71 plf at -2.50 to 71 plf at 7.94 OC. TC- From 36 pl f at 7.94 to 36 pl f at 15.38 TC- From 36 plf at 15.38 to 36 plf at 18.67 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 4 plf at -2.50 to 4 plf at 0.00 BC- From 7 plf at 0.00 to 7 plf at 18.67 load applied per IRC-12 section 301.5. TC- 750.00 Ib Conc. Load at 7.89 Deflection meets L/360 live and L/240 total load. Creep increase BC- 100.03 I b Conc. Load at 2.00 BC- 105.94 Ib Conc. Load at 4.00 factor for dead load is 1.50. BC- 112.37 Ib Conc. Load at 6.00 JT PLATE LATERAL CHORD BC- 331.35 I b Conc. Load at 8.00,10.00,12.00,14.00 No SIZE SHI FT BITE 16.00,18.00 [12] W4X8 2.75 R 1.50 [16] W4X5 3.50 R 1.50 5X7= 5X7-- 1. 5X410 --I 4 1. 5X4 a 5X7 W5 4 _ W7 44/ 2-11-11 1-10-8I IN III , +121-12 V 3X5= 4X8[12]= 4X5[16]= 4X8(A1) 3X5 III -2-6-0----1 3-11-10 7-111-4 3-11-10 >I‹ 3-8-10 'I` 3-8-10 >I< 3-3-8 3-8-10 3-8-10 3-3-8 III- 7-11-4 ,1. 7-5-4 ,1, 3-3-8 J I< 18-8-0 Over 2 Supports ,I R=2122 U=75 W=5.5" �I R=2199 U=43 W=3.5" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00. p1 °:N. TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 ''WARM NGI*w READ AND FOLLOW'ALL NOTES ON THIS DRAWING! 825N4th Ponent Cornelius OR 97113 ••IIFORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCuAINC THE INSTALERs TC LL 25.0 PSF REF R7175- 91460 Trusses requi re extreme care n fabri cats ng, handl i ng, shi ppi ng, Installing and brad ng. Refer to and follow ��`` the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safetyV TC DL /� n to performing these functions. Installers shalI prove de temporarybrac,n tedoothes ise, 10.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheath) 9 d s BCSI. Unless noted ttachede, rigid ceiling. Locations shown for ng and bottom chord hall have a properly attached rrFHHI A ectlons B3, lI or B10, a permanent lateral restraint f webs hall have bracing installed BCSI F' o BC DL 7.0 PSF A1I PLI'` I I the Joi nt Detai I s, unl esssnotedi otherwl se. Refere. APPI Y pi es todrawl nh face 160A_f trusand post tl to as shown above and on DRW CAUSR7175 16111059 II I \VI gs Z for standard plate pnslt,ens. BC LL 1 1 Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this .. 0.0 PSF CA-ENG CWC/CWC drawl ng, any fal lure to build the truss In conformance wl th ANSI/TPI 1, or for handl lng, sh,ppi ng, � AN 1rweoMR4NY instanatinn S bracing of trusses. 4� 'f�, 8°' " TOT. LD. 42.0 PSF SEON- 34066 A ase) on the s drew nR or wwr ppa I 1 ate np till s drew np 1 Tel Sotaa sea renes Sr profess)ons) enpl nMri 7t 1g responal bl I 1 ty aol el y for the dose Rn s11mrl. Tho sui tebl f i ty e=use oft 1 s eroW ny for eny strottura 1 s the 8351 Rovana Circle response blllty of the Iwllal ng Iles)¢ler per ANSI/TPI T Set,2. Sacramento,CA 95828 `�T/4ii W.Oltk` DUR. FAC. 1. 15 FROM BB For more Informatl on see this Job's general notes page and these web sites: SPACI NG 24.0" J REF- 1 VPZ7175201 ALP!NE: www.al pi Tel tw.cam; TPI: mew.tp,nst.org: WTCA: wskid ndustry.corn; ICC: www.i ccsafe.org Renews:12/31/2017 ww. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - MG) THIS DWG PREPARED FROM COMPUTER tNpUr (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Ti: 2x4 DF-L #1&Bet.: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF SS anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. TC- From 71 plf at -2.50 to 71 plf at 7.94 In Iieu of structural panels use purlins to brace all flat TC @ 24" TC- From 36 plf at 7.94 to 36 plf at 13.06 TC- From 71 plf at 13.06 to 71 plf at 21.00 OC. BC- From 4 plf at -2.50 to 4 plf at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 7 pl f at 0.00 to 7 pl f at 21.00 TC- 750.00 I b Conc. Load at 7.89,13.11 I oad applied per IRC-12 section 301.5. BC- 100.03 I b Conc. Load at 2.00,19.00 Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase BC- 105.94 I b Conc. Load at 4.00,17.00 BC- 112.37 I b Conc. Load at 6.00,15.00 factor for dead I oad i s 1.50. BC- 297.63 I b Conc. Load at 8.00,10.00,11.00,13.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W4X5 S 2.50 H0508= H0508= 3X5 2 4 3X5 / 4 ,- 2-11-11 8 mi. EN 4X5[8]m- 9-0-0 i 4X12(A7R)= 1.5X4 IIIH0510= 1. 5X4 III 4X12(A7R) L-2-6-0-->.1 4X8= -3-9-14 .I< 4-1-6 ›,I< 5-1-8 'i< 4-1-6 +T 3-9-14 7-11-4 5-1-8 7-11-4 I< 21-0-0 Over 2 Supports >1 R=2596 U=94 W=5.5" R=2377 U=70 PLT TYP. 20 Gauge HS,Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2/D(0%)/4(0) 16.01.00.0 D �t ORF QTY; 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-/118 Wave ••wARNI NGt•+READ AND FOLLOW ALL mores ON THIS 0%DRAWING! 825 N 4th Ave,Cornelius OR 97113 '•ItmoRtnNr•+ fL1U11SH THIS DRAM MD NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - TC LL 25.0 PSF Trusses requl re extreme care In Fabri cats ng, handling, shl ppi ng, Installing and bract ng. Refer to and follow C,..4. L��f ha latest ed,Lien of extreme ares I n f D ` REF R7175 91461 T. g Iers Component Safety Ieftempoiar, by TPI and e NBCSI for safety practices ase, TC DL 10.0 PSF to performing these functi Installers star, provl de temporary bracing per alI Unless noted otherwl 1 4659 9 DATE 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have braci ngpi nstal l ed per BCSI 4111h .4 r O e tions B3, B]or 810 as opal icable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16111014 II L I the Joint Detail%::',7%"==:,::::::,drawings 160A-Z for standartl plate positions. N Ir Alpine, a any felItrussiconformance Inc shall not be rorlhan for any dev,atnn from till BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY drawlng, 9atl on Rai l ur ng of trusses. i n wl th ANSI/TPI 1, or for handling, shi ppi ng, a.: -e� Anssel on this drawl ng or cover r respolnl bill ty sol e,y for the acs 11 St,',"°The sal 7'i tI ynal cotes nd Nes0 0p da sof proTesal tool enpl neer!ng .�� C.7�ti9a9 TOT. LD. 42.0 PSF SEON- 34001 8351 Rovana Circle responsl bill ty of the Boll dl ng Designer per ANSI/WI 1 See.2. ng for any structure Is the Sacramento,CA 95828 �r/,4Kw+G�QeQQ DUR. FAC. 1. 15 FROM BB For more information see this job's general notes page and hese web sites: ALPI NE: www.al pi nei tw.con; TPI: www.tpl nst.org; wTCA: www.sbci ndustry.coo, ICC: www.i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - JG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Botp chord 2x6 HF SS 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Special I Dads TC- (Lumber Dur.Fac. 1.1550/ lateto 7Dur.Fac.=1.194 Wind loads and reactions based on MWFRS. TC- From 36 p fat 7.94 to 36 p fat 12.06 In lieu of structural panels use purlins to brace all flat TC c 24" TC- From 71 p fat 12.06 to 71 p fat 22.50BC- From 4 OC. BC- From 4pfat 0.00 to 4pfat20.00 Bottom f at 0.00 adplied checked for section 301.5. TC- 750.00 I b Conc. Load at 7.89,12.11 BC- 100.03 Ib Conc. Load at 2.00,18.00 Deflection meets oad6i 11.5 and L/240 total load. Creep increase BC- 105.94 I b Conc. Load at 4.00,16.00 factor for dead I Dad i s 1.50. BC- 112.37 I b Conc. Load at 6.00,14.00 BC- 297.63 I b Conc. Load at 8.00, 9.98,12.00 JT PLATEI ERAL CHORD BITE [14] W3X5 S 1.75 1.75 6X8= 6X8= 1.5X4 T2 1. 5X4 4 r-i.giiiiiiiiiiiiiii.• ..,• _ _Aiiiidd --1 4 2-11-11 . +9-0 4X12(A7R)= 3X7[7]= 3X5[14] 4X12(A7R) ic---2-6-0- 1 L 4-7-8 7 11-4 3-3-12 'i 4-1-8 LE--2-6-0-->J4-1-8 -I 3-3-12 J_ 'I 4-7-8 L 7-11-4 7-11-4 J, 4-1-8 ,J, 7-11-4 J f' 20-0-0 Over 2 Supports R=2411 U=91 W=5.5" �l R=2410 U=91 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357- 118 ”WARNI NGI e*READ AND FOLLOW ALL NOTES ON nils DRAWING! Sca I e 825N 4th Ave,Cornelius OR 97113 *IMPORTANT'. FURNISH THIS DRAWING TO ALL _. 312591462 "46t Trusses require extreme care In Fabri caTi �INCLUDING THE INSTALLERS. t the I atest etli tion of eCSI (Gut I dl Component�• handl I ng, shl pal ng, I nstal I long and bract ng. Refer to and fol I ow �` LL 25.0 PSF n rsshe I pros Ieftempoiar, by TPI and NTCS1 for sstY tedco hes prior ee REF R7 04/20/16 to Trusses reging these extreme car Installer==hall 1 75 1 2 top chord shat I have prowl de temporary bract ng per RCg1 gni epr noted attach, e, k. 14659�'Y' TC DL 10.0 PSF DATE properly attached structural sheathing and bottom chord shall have a properly attached ecid cel ling. Locations shown I Cab!eermane,t lateral restraint of webs shall have bracing installed per GC51 Ail , Tl ons 83, 6>or 610, a App y plates to each face of truss and BC DL A I I PI^ III the Jn1 nt Detai I s, unl esssnoted otherwi se. Refer to drawl n 16pA_ position as shown above and on T 1 I 7.0 PSF DRW CAUSR7175 16111066 I I I �I I ; Al pi ne. a di vi sl on of ITV eul I di gs >for standard plate post LI ons. drawl ng, any fillon to but ltl Idi n9russpon ntssfCrmancenc.wl[hhal I notbe be reesponsi 01 for any deviation from this BC LL 0.0 PSF AN ITW(=0tv1FY>,t`i�/ Install ail on W brad ng of trusses. or for handling, hipping CA-ENG CWC/CWC A c el en tNi a drawl ng or wwr , np penelbiI By solely Der the deel�gee Ilehoyl.TTheecaltabllity end ace of Chicnee or erPer elon°l aetgr.I q 9 FC ' X989 ��~ TOT. LD. 42.0 PSF SEAN 34079 8351 Round Circle respond bill ty or the Iwl I di ng Des,goery°^d r tnl a draw ng Por any structure 1°the per ANSI ob. 1 enc al2a Q OUR. FAC. 1. 15 Sacramento,CA 93828 For more;nrormati on see this ob', `�ri�Mw,CN FROM BB ALPINE: www_al pi net tw.corn general notes page and these web sites: TPI: www.tai nst.org; NTC*: www.sbcl ndustry.con: ICC: www.I ccsafe.org Renews:72/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive 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 I. 1 1. 5X4 1.5X4ii 4 r— Ns, �� 4 3-7-15 =....14-9-0-0 I 3X5 3X5= 3X5(A1)= 3X5(A1) 2-6-0-->•1 2-6-0--›-I H 5-4-14 6-11-4 J_ I_4-7-2 ,L 6-1-8 4-7-2 i 6-11-5-44-14 H I, 10-0-0 ,I, 10-0-0 J 1< 20-0-0 Over 2 Supports R=1039 U=2 W=5.5" R=1039 U=2 W=5.5" RL=65/-65 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) ‘1,.,; - I►TY:2 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARM ••READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 91463 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLIIDI NG THE INSTALLERS. \ TC LL 25.0 PS F Trusses requl re extreme care in fabrl cats ng, handling, shl ppl ng, installing and bracing. Refer to and follow V . the latest edition of SCSI (BulIding Component Safety Information, by TPI and WTCA) for safety practices prior 14659 '.$ ' ' TC DL 10.0 0 PSF DATE 04/20/16 to pchord,ng these functions. Installers shall provide temporary bratom chord per Bcsl. Unless otherwise. CAUSR7175 16111068 tip chord shall have properly attached etuIaI sheathing and bottom chord=hate have a pr perry attached I/ I BC DL 7.0 PSF DRW rict, ceiling. orcBti 10, a shown car permanent. lplates' oeeachi ft of wets ssaa have ti oni as ihownl I edabs per dCo1 . ecti ons 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on /`1AI/ IN I I 'T. the Joint Details, enl ess noted otherwl se. Refer to drawl nes 1bOA-Z for standard pl ate pnsl t1 ons. BC LL 0.0 PSF CA-ENG CWC/CWC I �J I Al pi ne, a dl vi sl on of ITV Bui l di ng Components Group Inc. shall not be response bre for any deal ate on from this s:, s. drawing, any failure to bur I the truss In conformance with ANSI/TPI 1, or for handl Ing, she aping, sy AN ITwCOMPANY Installation a bracing of trusses. 9 'fQ 7,190 1 •0TOT. LD. 42.0 PSF SEON- 34082 . A ictal on the s drawl ng or rover page I I stl ng the s dreNl ng, Indicates acceptance of professional ding'Merl ng �1 response bl II ty sol el y for the des'gn show[. The sur tab''1 ty and use of the s drawl ng for any structure I s the V 8351 RDyana Circle responsi bI l I ty of the Sol I di ng Designer per ANSI/TPI 1 Sec.z. 1'*w•el, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformate on see thI s j ob•s general notes page and these web sI les: ALPINE: www.al pineitw.corn; TPI: WNW.fel nst.org; WTCA: www.sbcindustry.cow; ICC: www.iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -WIndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - JGA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #2: Bot chord 2x6 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED I < Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nai I Schedul e:O.120"x3", mi n. nai I s Special loads Top Chord: 1 Row @12.00" o.c. TC- (Lumber Dur.Fac.=1,1500/ Plate to7Dur.Fac. p f 101 0 Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) TC- From 36 p f at 10.00 to 36 p f at 12.00 Webs 1 Row @ o.c. TC- From 71 p f at 12.00 to 71 p f at 22.50 71 p f at 0. Use equal spacing between rows and stagger nails BC- From 7 p f at 0.00 to 7 p f at 12.00 in each row to avoid splitting. 4" o.c. spaci ng of nai I s perpendi cul ar and para)I el to BC- From 14 p f at 12.00 to 14 p f at 20.00 grain required in area over bearings greater than 4" BC- From 4 p f at 20.00 to 4 p f at 22.50 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1340.04 I b Conc. Load at 2.00, 4.00,10.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wind BC BC- 1370.27 I b Conc. Load at 6.00 BC- 1508.96 I b Conc. Load at 8.00 DL=4.2 psf. BC- 2866.78 I b Conc. Load at 12.00 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W3X5 W3X5 S 3. 25 1.25 [ 7] W5X5 3.00 R 2.50 [13] W3X5 3.25W4X5 L 1.25 6X6(R1)% [14] W4X5 3.25 L 2.75 5 3X5[6]% 4X5[8]% 3X5[13] -1 a / 4r-- w 3X5 -..siddlleinU. �� 3-7-15 3X5[5] III 4X5[14]-=- `� 9 0-0 4X16(678)= 5X5[7]= 8X8 = 1.5X4111 4X12(A7R) 4-2-8 2-10-12 < 2-10-12 2-6-0� I }F 2-10-12 �I< 2-10-12-+-----4-2-8 1- 10-0-0 J, 10-0-0 J 20-0-0 Over 2 Supports R=6722 U=35 W=5.5" R=4779 U=46 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FTruss Components of Oregon (503)357-2118 w`WARNINGI ww READ MND FOLLOW AL T TRS =2%s( )Nc 4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/_ __ 825 N 4th Ave, of Ore us OR 97113 ••I MPORTMNr•• THRNI SH THI s DRAW,NG TO ALL t �� O�an Trusses regui re a CONTRACTORS Inst INCLUDING THE Ing. Refer \� the atest edl IA on Clofre5`(B°I I d,nabClatl ng, handling, shi ppi ng, i nstal I ng and brad ng. Refer t°and fol I ow ` ..44, TC LL Scale 3125"/Ft 25.0 PSF 9 Component Safety Information, by TPI and KTCA)for safety Practices prior '(•j� R7175- to performing these f°netinn=. ,nsfal,er=shallREF 91464 top chord shall nave gsheite tem tomcing der SCSI eta ps noted attach .t,� 14659�T TC DL 10.0 PSF DATE 04/20/1 6 properly attached structural heathi ng and bottom chord shall have a properly attached `v rli gi d ceiling_ Locati one sown for permanent Iateral restraint of webs shall have bract ng Installed per BCSI 11 tions B3, 87 810, pplIcable. Apply plates to each face of truss and BC DL A I I it ){1 NI: the Jol nt Clete'I s, unl esssnoted ofherwl se. Refer to drawl nes 160A_Z for standardspl ate post ti onsabove and on I 7•o PSF DRW CAUSR71 75 16111060 ILII Al pi ne, a dl vi si on of I TW Bul I di ng Components Group Inc. shat I not be responsible for any devl ati on from thi s AN irw COM drawl ng, any Cal 1 ure to bui I d the truss I n conformance wi th ANSI/TPI 1, or for handl 1 ng, shi i ng, BC LL 0.0 PSF PANY Installation s brad nq of trnsse�. pp CA-ENG CWC/CWC Mnsstal on this drawl pal nithi ng or cover page IIIsting this draw, Indicotes acceptance of rofesslonel ono' 9 TOT. LD. SEON- 34085 Y solely for the dealv 42.0 PSF 8351 Rovana Circle respond bI I 1 typ11 ^°w^. The sal tabI I I ty and use of thi N drawl ng for any structure i a the 9j rfC,7,19� Q�j of the But l di ng Deal goer per NYS'TPI 1 Sac.2. • Sacramento,CA 95828 For m° informations Vj�/4W CH DUR. FAC. 1. 15 FROM BB ALPI NE: www,a1 pi nei tw.com; TPI:see tlpi nsLb's general notes page and these web sies: eflsl n YP erg: gTCAA: bcindustry c csafe org SPACING 24.0" JREF- 1VPZ7175Z01 RGRBwc:12/3112Q17 (O416154--PARR LUMBER—HI LLSBORO —Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR — HG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: Bot chord 2x6 HF SS Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 p f at 7.94 to 71 p f at 12.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 44 TC- From 71p f at 12.06 to 71p f at 22.50 DL=4.2 psf. BC- From 4 p f at -2.50 to 4 p f at 0.00 BC- From 14 p f at 0.00 to 14 p f at 20.00 Wind Ioads and reactions based on MWFRS. BC- From 4 p f at 20.00 to 4 p f at 22.50 BC- 2085.67 I b Conc. Load at 4.36 In lieu of structural panels use purlins to brace all flat TC c 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. I oad applied per IRC-12 secti on 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep i ncrease JT PLATE LATERAL CHORD factor for dead load i s 1.50. No SIZE SHI FT BITE [ 6] W4X8 S 4.25 1.25 [ ] S 1.25 16W4X8 4.25 5X5= 4X5= 4X8[7] Z 4X8[16] T2 S 4 r— 041111111 i _'�'` � 4 2-11-11 MI pli'd __ 49-0- 4X12(A7R)= 4X8[6] III 4X8= 3X7= 4X8[17] III 4X12(A7R) --2-6-0-----1 4-5-31<---2-6-0----I 3-6-1 + 4-1-8 'I< 3-6-1 >I< 4-5-3 7-11-4 ,L 4-1-8 ,I, 7-11-4 J l< 20-0-0 Over 2 Supports R=2678 U=51 W=5.5" R=1486 U=29 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TP/I -2007` (STD) Truss Components of Oregon (503 357-2118 ...WARNING!••READ AND FOLLOW ALFL NOTES of TMH(0%H)DRAWIrG 4(0) 16.01.00. , QTY: 1 OR/-/1/-/-/R/- Scale =, 3125"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I IvoR ANT.• FURNISH THIS DRAWING To ALL CONTRACTORS I NCLUDI RD THE INSTALLERS. TC L L 25.0 PSF Trusses require extreme care In fabricating, handli A ` r �F REF R7175- 91465 the latest edition of BCSI (Bei 1 din C ng, shiating, ins tial Ing and bract ng. Refer to and folI owC. �. n Iers Component l prow Information, by TPI are NBCfor lessty practl prior 4, `� TC DL to performing these functions Installers=hall provide temporary bracing per BCSI Unless noted ntne wise, 14659 9 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` rlegid ceiling. Locations shown for permanent I ateral restral nt of webs shall have bracing Installed per BCS/ r. II(I 11 O�� II s tions OS, Od or tin, as appl cable. Apply plates to each face of truss and Roel ti on as snows above and on BC DL 7.0 PSF DRW CAUSR7175 16111061 L [he Joint Details, unless noted no, Refer to tlrawi ngs t6HA-Z for standartl plate poli tl ons. I 1 AI pl nng, any oel a tli vl si on of I TY/Bul I dl rg Componecroup Inc. shat I not be rorfori bla for any tlevi ati on from font s BC LL AN ITWCOMPANY IInstallIation Rabracing of ureses truss in conformance with ANSI/TN 1, or for handling, shi in �::� Q•Q PSF CA-ENG CWC/CWC PP 9, e A seal on thea drawl ng or cover page II ttl ng tins drawl ng, I ndi cotes acceptance of9) C.7 10 Q(4" TOT. LD. 42.0 PSF SEON- 34046 responsl bllity solely for the deal gn shown. The sul tebl 11 ty and line of this drawl profaneoronel snRl naerllp 8351 Rovana Circle respond bi I I ty of the Bul I dl ng Basi goer per ANSI irnl t Sec.z, no any structure I s the Sacramento,CA 95828 For more Information a this ob. l�Apry,Mk OUR. FAC. 1. 15 FROM BB 1 general notes page and these web sites: ALPINE: wo,al pi nel tw.corn; TP1; www tpi nst.org; Wick www.sbcindustry.corn, I cc: www.I ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - 10) Top chord 2x4 DF-L 2 :00f-. T3 2x4 DF-L #2: 2 COMPLETE TRUSSES REQUIRED I t : Bot chord 2x6 DF-L 24400f-2. :T Webs 2x4 HF Std/Stud :W3 2x4 DF-L Std/Stud: Nai I Schedul e:0.120"x3", mi n, mai I s Chord: 1 RowSpecial loads Bot Chord: 2 Rows @12.4.50" o.c. (Each Row (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) ) TC- From 71 pIf at 0.00 to 71 pIf at 8.23 UWebs 1 Row @ 4" o.c. TC- From 71 plf at 8.23 to 71 plf at 11.77 ins equal wptoiag idtwpli tins and stagger nails TC- From 71 plf at 11.77 to 71 plf at 20.00 n each row to aofid iIs peipg. BC- From 7 plf at 0.00 to 7 plf at 12.00 4" io.n quaridg of re o errbearings greater and rah than to BC- From 14 plf at 12.00 to 14 plf at 20.00 grain required in area over bearings 4" BC- 1343.46 Ib Conc. Load at 2.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1340.04 I b Conc. Load at 4.00, 6.00, 8.00,10.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 2937.64 I b Conc. Load at 12.00 DL=4.2 psf. Wind loads and reacti ons based on MWFRS. I n Iieu of structural panel s use purlins to brace alI flat TC @ 24" Deflection meets L/360 Iive and L/240 total load. Creep increase OC. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X5 S 3.50 [ 6] W3X5 2.75 L 1.25 [ 7] W5X7 S 3.00 [14] W6X8 S 3.25 [15] W3X5 2.75 R 1.25 [16] W3X5 S 3.50 8X10= 8X8= 3X5[6]% 4 --1 4 r W3 T3 i 3-0-14 ---"IIIIIIIIIIIIIIIf ISOM _ 9-0-0 r 3X5[5] III 5X7[7]= 6X8[14]= 3X5[15] 4X16(B7R) 3X5[16] III 4X16(B7R) f` 3-11-10 + 4-3-2 >I< 3-6-8 >I< 4-3-2 >I< 3-11-10 >I I, 8-2-12 ,I- 3-6-8 J.- 8-2-12 J i 20-0-0 Over 2 Supports R=6676 U=8 W=5.5" "I R=4583 U=15 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=28/8(08/8)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon 503)357-2118 •*WARNI NGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �I�1 -OAF 825 N 4th Ave,Cornelius OR 97113 "IIPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLwING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 91466 Trusses requl re extreme care In fabrl catirg, hantlli ng, shipping, Ins[alllrg and bracing. Refer to and follow the latest dl ti on of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior a TC DL to performing these functions. I natal l ers shat I provide temporary bract ng per SCSI. Dnl ens noted otherwise, �� 1 4659�'S' ` 10.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a roper!y attached rigid cel l 1 ng. Locations shown for permanent lateral rostral nt of webs shall have brad ngpi natal l ed per .4 r � T. sects ens 83, BZ or oro as app)!cab!e. Apply plates to each face of truss and position as shown above and on F g--' BC DL 7.0 PSF DRW CAUSR7175 16111025 II L he Jol nt Oetalls, unless noted orae vel se. Refer to drawl cgs iboA-Z for standard plate post Ti ons. I Alpine, a dl vi sl on of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COM drawl ng, any fel 1 care to bpi d the truss I n conformance vel th ANSI/TPI 1, or for handling, shi ppl ng, R&NY instal l atl on R bracing of trusses. Ase ll Besihls drawl ng Be cover pegs II sal ng this drawl ng, Ind)cats,acceptance of profess!pul eTgl newel ng ,P 'F� 0' " TOT. LD. 42.0 PSF SEAN- 34069 ty sol el y for the design shout. The sul tab!l I ty and use of thl B drawl ng for any structure I B the / 7. �� 8351 RovanaCrcle responslbl Ilty or the Iwl Iding IbalglNr per ANSI/1P1 1 see,2. �,'� �w]PQ DLR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see MI s J ob's general notes page and these web sl tea: / Nw. is ALAI NE: w.al pi mel tw.can; TPI: Nent pi nst.or, www.sbci ndustry.com: ICC: www.,@@safe.org SPACING 24.0" J REF- 1 VPZ 7 1 75 Z01 ww. Panawa•1714117017 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - GG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x6 HF #2 120 mph wind, 15.00 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. Special loads TC- (Lumber D1r .Foe. 1.11500/ late to 7Dur.Fac. 1.11 pl f at 94 Wind loads and reactions based on MWFRS. TC- From 36 p1f at 5.94 to 36 p1f at 9.56 In Iieu of structural panels use purlins to brace alI flat TC @ 24" TC- From 71 pl f at 9.56 to 71 pl f at 18.00 OC. BC- From 7 pp BC- From 4 l f at 15.50 to 4 l f at 15.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive l f at 18.00 TC- 500.00 I b Conc. Load at 5.89, 9.61 I oad applied per IRC-12 section 301.5. BC- 73.55 I b Conc. Load at 2.00,13.50 Deflection meets L/360 Iive and L/240 total load. Creep increase BC- 78.72 Ib Conc. Load at 4.00,11.50 BC- 200.86 I b Conc. Load at 6.00, 7.65, 9.50 factor for dead I oad i s 1.50. 5X7= 5X5= 4 r-- S 4 1 1 % = 2-3-11 MEM 3X1O(A1) 3X5111 3X5------ _ 9 0-0 3X10(A1) r 5-11-4 , -2-6-0--� 3-7-8 'I‹ 5-11-4 L 5-11-4 i 3-7-8 J, 5-11-4 J k 15-6-0 Over 2 Supports R=1476 U=60 R=1700 U=85 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2°h(0%)/4(0) 16.01.00. r,. Truss Components of Oregon ((503)357-2118 '•WARNINGI*•READ AND aLowALL FT/R allRlsoaaW) sfrfern.?�..TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. _ 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS I NCLLDI NG THE I NSTALLERS ,� Trusses require extreme care In fabrl cats ng, handl l ng, shi ppl ng, Installing and bracing. Refer to and follow `� he latest edition of eC51 (avildin �� TC LL 25.0 P g Component safety Information, by TPI and WTCA) for safe[ c� DAT R7104- / to performl ng these functi ons. I nstal I ars shall provi de temporary brad ngn ted oti ces pre or (` 1 4L1 Jf tt�9 TC DL91467 top chord shall have properly attached structural sheath,ng and bottom chrd shalllhavenaeps noted ttached �f.. VV.I OO 1 O.O PSFDATE 04/20/1 6 T. riegitl 001ling. Locations shown for permanent lateral rest9al nt of webs shall have brat'n proper! nstalletlttachth ` FI A [tons 83, 87 or 810, a eon!Iceble. Apply plates to each face of truss and s eper and t � BC DL A'I 'I Q,i" III i the Joi nt Detai I s, unl esssnoted otherwl se. Refer to drawl ngs 1G0A-2 for standardspl ate post tl onsabove nd 7.0 PSF DRW CAUSR7175 16111026 II Ill, ' \�11 I , Alpine, a di Bill on of ITN eul ldl ng Componecoon Group Inc. shall not be respond ham for any ipoi atl on frau tM1is AN ITW COMR4NY anatal I atl onn&ny abraci nq ofutrusses,truss I n formance wl th ANSI/TPI 1, or for handling, shi 1 n BC LL 0.0 PSF CA-ENG CWC/CWC s PP 9, e:: a. A seal lnithin drraw yogfoor too,-p'Ige"silot,,�MIslhe drawl?ul ?. Indlcotes aeeeptance of prof ssional engiDeerl #p F �g v TOT. LD. 42.0 PSF 8351 Rovana Circle respensl bl 11 ty a the wl1 dl rand use of tm a dra.n ng for any structure I n rho s► �'•7.1g Q FRON- 33982 ng Desi goer per ANSI/TPI 1 Sec,2. , �Q Sacramento,CA 95828 For more I nformatl on see this job's general noteswe ��Nw.CN DUR. FAC. 1. 15 FROM BB ALPI NE: www.al pi mel tw.con; TPI: www.tpl nst.org; WTCAA; Www.sbci ndustdry cothese ICC:sI cneteI ccsafe.org www. Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIWENS!ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, 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 Wind loads and reactions based on MWFRS with additional C&C member Ioad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total Ioad. Creep i ncrease Truss desi gned for unbal anced snow Ioad based on Pg=25.00 psf, factor for dead I oad i S 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1) 44 4 x-- 2-10-15 i. p 3X5(A1)- 1. 5X4111 0-0 3X5(A1) L Lc----2-6-0-- I- 7-9-0 + 7-9-0 L 7-9-0 ,I, 7-9-0 J k 15-6-0 Over 2 Supports R=650 >I RL=47/-41 R=866 U=5 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon ((503))357-�'l18 ••WARNINGI*•REaoANOFouanFT/R =2HB'(O�D%D)/4(0) 16.01.00,0 i ', QTY:2 OR/-/1/-/-/R/- 825N4pon of Oregonrnelius k03)35 t R Scale =. 375"/Ft. ••IIIPORTIwr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� F TC LL 25.0 PSF Trusses require extreme care In fabrlchandling, shippl ng, instal lend and bracing. Refer to and follow he latest editien of extreme care In f ComponentREF R7175-4/ 91468 ... to performing these functions. Installerrssshall prnv Ieftempo on, by c, ane WrCSI for lessty ted oices pse, TC DL top chord shall have provide temporary bracing per SCSI. Unless noted otherwise, 14859�"9 10.0 PSF DATE 04/20/1 6 i 91tl orshal havet properhowattached structural sheathing and bottom chord shal I have a properly attached r repermanent lateral restraint of webs shall have bracing installed I1 A tions 53. B7 or B10, asons s applicable. Apply plates to each face of truss and position as shown aboveand E , BC DL 7.0 PSF A I I .1 F�)Ll1\ I: The J.nt Detai I s, unl ass noted otherwl se. Refer to drawl ngs 160A_z for standard I ate on DRW CAUSR7175 16111069 I \VI 1 Al pi ne, a di vi sl on Of I TW Bui I di Canc. 1' pori tl ons. drawl ng, any Fal lure t0 build the�truss pI neconformance nwi to ANSI/TN al I not b1,rorpforl handl I ng, stbl e for any ip ntl on From this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY install ate on a brad ng of trusses. pp g. �:C' -� • A Seel en this drnNng er eev.r peps 12„1;,N. lois drt*I p ng eg 9 'fC t9a9 " TOT. LD. 42.0 PSF respatslbl l lty solely for the aeon• Toe sultabll'ell ty'Vd uses Dor` ��dr,„D,rg.:-' t,zt;,; „t„. / 7, �'' SEON- 33992 8351 Rovana Circle respnnsl bl l l ty or the Bel l di ng Desi peer per ANSI/171 1 See.2. -n Sacramento,CA 95828 For more Information see this bis Sr�gN W.Ct1AQ DUR. FAC. 1. 15 FROM BB ALPINE: www.al pl nei tw.coma TPI: won,tpl net.org a WICA.notes page and these web sires: bci ntlustry. ICG .i<csafe.org SPACI NG 24.0" JREF- 1VPZ7175Z01 Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - OGA) 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 pl f at -2.50 to 71 pl f at 8.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 36 plf at 8.00 to 36 pif at 11.19 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 wi nd BC BC- From 4 pl f at -2.50 to 4 pl f at 0.00 DL=4.2 psf. psf, BC- From 14 pl f at 0.00 to 14 pl f at 8.00 BC- From 7 pl f at 8.00 to 7 pl f at 11.19 Wind loads and reactions based on MWFRS. BC- 1073.36 Ib Conc. Load at 8.00 BC- 438.70 I b Conc. Load at 10.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ri ght end verti cal not exposed to wind pressure. I oad applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 Iive and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50. [ 6] W3X7 S 4.25 [ 7] W4X5 2.75 L 1.25 1. 5X4 III 4X5[7] • voloadi 4 4-0-11 0 3X7[6] III 4X5--- 3X5(A1) X5=3X5(A1) 2-6-0 >I F` 8-0-0 3-0-8 1"12 8-0-0 3-2-4 1< 11-2-4 Over 2 Supports R=1032 U=26 W=5.5" R=1485 U=6 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2°/D(0°/D)/4(0) 16.01.00.0 -..` ►:off QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-x'118 "WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! t` 825 N 4th Ave,Cornelius OR 97113 'IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. w� TC LL 25.0 PSF REF 87175- 91469 Trusses requl re extreme care I n£abri call ng, handl I ng, shl ppi ng, I natal I I ng and bract ng. Refer to and fol I ow the latest edlilon of BCSI W;Iding Component Safety Information, by TPI and NTCA) for safety practices prior Cy TC DL DATE ,. to performing these functions. Installers shall prowl de temporary bracing per RCS!. Unless noted ethenvi se, - 146 5 9 'Y ' 1 0.0 PSF 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �/ rigid cel I I ng. Locatl ons shown for permanent lateral restral nt of webs shall have bracing I natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111062 Ail ; se tions Ba, e/or 8,0, as applicable. Apply plates to each face of truss and position as mown above and on II 1,=)0 [he Jol nt Details, unless noted othe wise. Refer to tlrawi ngs 160A-Z for standartl plate post it ons. I AI pi nei a di vi si on pf I TN eoi 1 tl;ng Co,nponentse Groop I ne. shat I net be respond bl a fer any devi at;on from thl s BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat I acre to bui I d the truss I n conformance wl to ANSI/TPI 1, or for handl I ng, shi ppi ng, s:• s� AN ITW COMPANY Instal 1 an nn R brad ng of trusses. A seal on this drawl ng or sower peps 1lstinp tills tlr wit, Iedlutes acceptance of professl0001 4.911'F Z. B9 " TOT. LD. 42.0 PSF SEAN- 34034 reeponsi bill ty solely for the deal gn shorn. The sal tabl Fl ty and use of thin drawl ng for any structure Is"the 9/ C, �9 Q� 8351 Havana Circle respond bill ty of the Bull 81 ng Des1pner per ANSI/TPI t Sec.2. DUR. FAC. 1. 15 Sacramento,CA 95828 For more I on yes tm s obi general notes page and these web,;tea: ANW.CHPQ FROM BB ALPINE: wwon,al pineitw.coax TPI: wpm.tpinst.or, WT.: www.sbd ndustry.com: ICC: www.Iccsafe.org SPACI NG 24.0" J RE F- 1 VPZ7 1 75201 Renews:12131/2017 (0416154-PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - OG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Bot chord 2x6 HF #2 Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 36 plf at at 7.940 to 714 to 36 plf at 11.19 , EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 4 pl f at -2.50 to 4 pl f at . 9 anywhere i n roof, RISK CAT I I DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 11.19 TC- 443.83 I b Conc. Load at 7.89 Wind loads and reactions based on MWFRS. BC- 100.03 Ib Conc. Load at 2.00 BC- 105.94 I b Conc. Load at 4.00 In lieu of structural panels use purlins to brace aii flat TC 24" BC- 112.37 Ib Conc. Load at 6.00 OC. BC- 1145.51 I b Conc. Load at 8.00 BC- 736.33 I b Conc. Load at 10.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. JT PLATE LATERAL CHORD Deflection meets L/360 Iive and L/240 total I oad. Creep increase No SIZE SHI FT BITE factor for dead Ioad i s 1.50. [ 6] W4X8 S 4.25 [13] W5X5 S 2.00 6X8= 1. 5X4 III T2 0 4 ,____ 2-10-4 2-11-11 T....„....„ ___,....„ +9_0_0 i 4X8[6] III 4X5(A1) =-- 5X5[13] L. 2-6-0--- k 7-11-4 7-11-4 'I` 3-3-0 3-3-0 7-11-4 J, 3-3-0 J k 11-2-4 Over 2 Supports J R=1385 U=53 W=5.5" �l R=2205 U=41 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%B)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- (503)357-2118 •*WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWING! �Pf .'0� Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I WOUND'. FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLDDI NG THE INSTALLERS. F TC L L Trusses require extreme care In fabricating, handl ing, shl ppi ng, Ins[alllrg and bracing. Refer to and follow >61711".-46594`1•N the l atest edi tion of BCSI 25.0 PSF REF R7104/20/16 (Building Component Safety information, by TPI and aTCA) for safe[ . 1 4 70 to performing these fundi ons. Installers shall prove de temporary bracing per BCSI. safety pre or e�C7 TC DL DATE top d col chord l 1nagl l have ponseshownattached structural sheathe ng and bottom chord shall havenaess eriy attached e ` 1 46 59�'9 1 0.0 PSF Ta sect]ons B3, 11 for Permanent lateral res[rai nt of webs fishal ord have brad ngpl nstalled per BC51 A or 81D, as applicable. Apply plates to each face of truss and e .4 I Q,O'` 'I hepJoi nt Detai s, unless noted o[he wi se. Refer posi tl on as shown above and on to I''.. CA $ 1 7rJ 16111063 ILI, I \VI t" BC DL 7 0 PSF DRW u R� to drawl ngs i60A-Z for standard plate posi tl ons. I AI inn, a division of ITN Bulidirh Components Group Inc. shall not be responsible for any deviation from this BC LL AN ITW drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Q D PSF CA-ENG CWC/CWC COMPANY 'nstallatl on&bracing of trusses. Aeaaal on MIs eraatrq or eov l papa Ilatlnp MIs drewing, IIgIUUs aeceptance of prohsslonsl e191fle ring tl 'fC %SO " TOT. LD. 42.0 PSF SEAN- 34036 8351 Rovana Circle r POnsl bl I I ty,ofol el y&A I Al ng I r TT10 owl tabl I I ty ana use eT thl s draw rq for any strtAtture 1 s the / T,1" Q� per ANSI/TPI 1 See.2. p Sacramento,CA 95828 For more Information see this ob. •/qby�.f�♦��` OUR. FAC. 1. 15 FROM BB ALPINE: www. om 1 general notes page and these web si esu R W.V .al pi mei tw.c ; TPI: www.tpi nst.org; RICA: bci ndustry c ICC. i ccsafe.org SPACI NG Ran/ma/iv 12111/21117 24.0" JREF- 1 VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - 0G Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #1&Bet. Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC-TC- From 35 pl f at 0.00 to 35 pl f at 10.31 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC .38 From 7 pl f at 0.00 to 7 pl f at 10.31 DL=4.2 psf. BC- 297.63 I b Conc. Load at 0.38, 2.38, 4.38, 6.38 8.38 End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS. Deflection meets oad6i 11.5e and L/240 total load. Creep increase Bottom pchord checked for e10.00 psf non-concurrent bottom chord live factor for dead load is 1.50. load mpchord per ked-12 s10. 0n sf o. 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 lieu of structural sheathing. 4X5= 1.5X4 III 4X5= im I� iiiiiiiiiiliiiiiiiiiiikkiiiiiiiIIIIIIIIii ■ mai illi 2-9-3 2-9-3 : L mom im .. 3X3 III +9-0-0 4X8= 3X3 III 1'12 5-0-2 1"2 5-0-2 5-1-14 L 5-0-2 10-3-12 Over 2 Supports 1 z R=1073 U=8 R=848 U=6 PLT TYP. Wave Desi gn Crit: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2%(0%)/4(D) 16.01.00. I�A,tt,�BRAT : 1 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius O 97113 "WARM NGI••READ AND FOLLOW ALL NOTES ON THI S 1/_ •'I MPORTANr•• R11RN1 SH THIS DRAM NG TO,ILL CONTRACTORS DRAM NG! Trusses require extreme 1NCLODI NG THE INSTALLERS. `S the latest di ti on of SCS care I n fabricating, Sandl I fety I, shl ppi ng, I nstal l a rd and bracing. Refer to and Follow t " 0 / R/ / / /R/ Scale 5"/Ft SCSI (aulltli ng Component Safety Infnrmati o,,, by TPI and WrcA)for safer r TC LL 25.0 PSF REF R7175- 91471 fopto Performing these fund)ons. Installers shall Provide temporary bracing per aC51. Unless notedcotherw,ii or 14659 chCerd shall have properly attachetl structural sheathing and bottom chord shall have a proper) Q. TC DL egitl Il ing. L°ocatl ons shown for permanent lateral casual nt of webs shall have bracing I nstal I eyt tach ed r T. 10.0 PSF DATE 04/20/16 tions Ba, aT an°, ted caber Apply plates to each Fate of truss and _.I III. I the Joint Details, lesssnoted otherwise. Refer to drawin 160p_ Position as shown aboveandBC DL ' 1uO�1 V� plWi^¢• a divlsiw,of ITM Build) gs Z for standard Plate pnsltlnns. ` 7.0 PSF DRW CAUSR7175 16111064 AN BTW COMPANY drawl ng, any Dal i ure to but I d the trusspi neconformances Group 1 nc.wl thhANSI notbe b1,rorpfori handl I ng, sti on from thi s BC LL PAPIYnstallatlon R bracing of trusses. •�' -• 0.0 PSF CA-ENG CWC/CWC A seal an MI a drew) awl I g 8351 A°vara Circle responsl bl 11 ty sol el ngfor dti deal page er per T`hlessal 1 el ty di and ussee acceptance p sang sl enpl Merl ng '9/- �F�'-7,19$°' �,' TOT. LD, 42.0 PSF y of the eulIding aeslgner per ANSI Sal 1 th rig y structure Is the aA !uW tL FROM ON 33976 Sacramento,CA 95828 SVC Y�'ryn R�Cts or m°re ^Foti on swthis job's general notes page and these web s;res: R T` DUR. FAC. 1. 15 FROM BB ALPINE: al pi nal tw. : TPI:a tpl nst.org; WTCA: www.sbcindustry.cow ICC: www.i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154. PARR LUMBER-HI LLSBORO -WI tldwood Mas 1245 Slid Hee -- VERIFY VERIFY, OR - 0) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, 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. End verticals not exposed to wind pressure. Wind Ioads and reactions based on MWFRS with additional C&C member In lieu of structural panel s use purlins to brace all flat TC @ 24" desi gn. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow Ioad 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 [12] W1.5X4 S 2.25 4 r- 4X5= 1.5X4111 1.5X4 III 3X3= 0 El 3-0-3 3-6-2 3-7-11 F-1 9-0-0 i 3X5(R) III 3X7= 1. 5X4[12] Ill L I` 1-10-8 -j 4-2-10 . 4-2-10 6-1-2 i_ 1-10-8 ,I_ 4-2-10 L 8-5-4 J I. 10-3-12 Over 2 Supports R=439 R=439 U=3 PLT TYP. Wave Design Cri t: IRC2012/TPI -2007(STD) Truss Components of Oregon 503357-2118 ••WARNINGI•'REAUpRDFIXLOWAFT/R=28 %e(o0�%l)/4(0)116.01.00. p1l4Rp TY: 1 OR/-/1/-/-/R/- FF Scale =. 5"/Ft. _ 825N4th Ave,Comelms0 97113 •'IIFBRfANr•• FNRNISHTHISBRAa1NGTOALL CONTRACTORS INCLIIDIxgTHE INSTALLERS. `�� e TC LL 25.0 PSF Trusses require extreme care in fabricating, handl ing, shipping, Installing and bracing. Refer to and follow tte.e� �f_ REF R7175- 91472 the latest etll tl of BCSI (But lI ng Component Safety da temporary on, by TPI and'MCA) for Safety practices pri Or y /-\ ,. to performing these functions.attacl hed stners chall provide temporary tombraclchord per alI unless noted attached Q 14659�'9 TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached struc(ural sheathing and bottom chord shall have a properly attached r- re gid ceiling. Locations shown for permanent lateral restral nt of webs shall have bracing installed per BCSI BC A rl O�0 I s tions B3, 87 or B10, as appl1cab/e. Apply plates to each face of truss andason DL 7.0 PSF L 1 the gni nt Betal I s, nnl ess noted cabl°them'se. Refer to drawl n 160A- posi ti on sheen above and DRW CAUSR7175 16111065 Al pi ne, a di vi si on of I TW Sul dl Comc. gs Z for standard plate posi ti ons. drawl ng, any failure to build the'trusspi Components thhANSI/TPI b1 ro pfosi bl a for, S devi ati on from tM1i s ..:.-_,,. BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY I nstal l ati on w bracing of trusses. r for handl i ng, hi ppl ng, v . A seal on title drawl eq or cover peg.I1sting the drawl Indlcotes talle of profess!one1 a Ineerl 9� f�7,�g�9 Q TOT. LD. 42.0 PSF HON- 33978 — reapansl bl l l ty sol el y for the deal gn sheen. The sul tab/I 1 tY and use of t 1 s drawl ng for structure I s the — 8351 RovanaCvcle raspenslbil I ty of the Boildieg gealgner per MISI/TPI 1 s«,2. f� wA DUR. FAC. 1. 15 Sacramento,CA 95828 For more Information see this)ob•s general notes �,��W. v�r` FROM BB ALPINE: www.al pl nel tw.cum; TPI: www t page and these web sites: pi nst.org: WTCA: www.sbci ndustry.corn; Inc: www.I ccsafe.erg Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - FG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x6 HF #2 2 COMPLETE TRUSSES REQUI RED 1 < t Webs 2x4 HF Std/Stud Nai I Schedul e:0.120"x3", mi n. nai I s Special I oads Top Chord: 1 Row @12.00" o.c. TC- (Lumber Dur.Faca=1.0500 Pllate 7Dur.Fac.=14 5) Bot Chord: 2 Rows @ 5," o co..c. (Each Row) Websto TC- From 1 Row w" n.c. BC- From 77 1 plf at 0.00 to 71 plf at 7.94 Use equal spaci ng between rows and stagger nails TC- 250.00 I b Conc. Load at 4.18 i n each row to avoid splitting. BC- 124.410Ib Conc. Load at 1. 18 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi rid BC BC- 49.74 I b Conc. Load at 2.00 BC- 1476.35 I b Conc. Load at 3.00 DL=4.2 psf. BC- 54.04 I b Conc. Load at 4.00 Wi rid I oads and reactions based on MWFRS. BC- 650.16 I b Conc. Load at 5.00, 7.00 BC- 109.14 I b Conc. Load at 6.00 In lieu of structural panel s use purlins to brace all flat TC @ 24" Deflection meets L/360 live and L/240 total load. Creep increase OC. factor for dead load i s 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [12] W4X5 S 3.75 1.75 5X7= 4r- 1.5X4 III II 1 1 1-7-7 1-8-14 ____-..011111111111111111111111111.0 @ I 3X5[5] HI 9-0-0 666 3X5(A1)= 4X5[12] Fc 4-2-12 I 3-8-8 3-8-8 'I 1_ 4-2-12 - I_ 3-8-8 J k 7-11-4 Over 2 Supports R=1898 U=68 W=5.5" R=2086 U=38 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/_ Truss Components of Oregon (503)357-2118 ""WARM NGI""READ AND FOLLOW ALL ROTES ON THIS 175- 91473 825 N 4th Ave,Cornelius OR 97113 ••IMNMfANT•• FURNISH THIS DRAWING TO ALL INCLUDING '1 to 1 ' Trusses ppl ng,CI nst INI:LODING THE INSTALLERS. ��y` FF TC LL require extreme care in fabricating, hantlling, shipping, Instal 11 25.0 PSF REF I e 5"/Ft the latest edition of BC51 (Build'ng Component Safety InFormati on, b TRI �and bracing. Refer to and follow '•� to performing these functions. Installers shall provide temporaryr and 1l TCA) foUnlesstnot'deother pre r -4. 14659 R7 the chord shall have properly attached structural ation, by TRI per BC51 rigid ceiling. Locations shown For sheathing d bottom chord shall have a rwi Te sections B3, Ba or BID, permanent lateral restraint of webs shall have bract ngpI nstal l edtper SCSI I1 A14659 F9 TC DL AP I I o[I'` I L the Joint Detal I s, unl ass noted otherwi se. Refer to drawl n t60A_ position as shown above and on _I CAtJ R 175 16111027 ILI, I \�11 0 PSF DATE 04/20/16 gs z for standard late BC DL 7 0 PSF DRW s 7 I Al pl ne, a di vi sl on of ITW BUIIdi P posl tl ons. drawl ng, any failure to but l d I di ng Compo nents Grmanceroup I nc.wi thhal I notbeb'reesponsi bre for any devi atl on from this BC LL AN lrw COMPANY installation R bracing of trusses. ng, r for handling, hipping, e,,, s• 0.0 PSF CA-ENG CWC/CWC reN I on nithis drrawling or tcover resplge IIIIfat' ngow, th'lssdrul awing, Indlcotes acceptance of profess'oriel englneer'rip '(� �9 �' TOT. LD. 42.0 PSF 8351 RovaeaCircle r ponslDll lty of the aHl ltllrq DeslWner per ANSI/TPI 7 Sec 2 and use of This drawl ng for any structure Is the �/ is]�1g SEAN- 33997 Sacramento,CA 95828 For more Informations 'Oh G�pQQ OUR. FAC. 1. 15 FROM BB ALPINE: www,al pl nai tw.com; TPI:et www.fis Job's general notes page and these web sites: pi mt.ore; WTCA: waw.sbcl ndustry.com; ICC. www.I ccsafe.org Ronaw. SPACI NG 24.0" +�I4+I9D+� JREF- 1 VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERT FY, OR - BG) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 71 pl f at -2.50 to 71 pi f at 1.85 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 ssf, wi nd BC BC- From 4 pl f at -2.50 to 4 pi f at 7.94 DL=4.2 psf. p BC- From 7 pl f at 0.00 to 7 pl f at 7.94 BC- 6.85 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 14.27 Ib Conc. Load at 4.00 BC- 91.74 Ib Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. faectior meets L/36011and L/240 total I oad. Creep i ncrease ifactor .5 for dead load s 1.50. R=114 U=12 4r— I 9-7-13 T==r- 0-11-5I 9-0-0 V 2X4(A1) 1< 2-6-0 >I< 1-10-3 >i< 6-1-1 ,1 I< 7-11-4 Over 3 Supports R=394 U=42 W=5.5" R=100 U=3 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. • x.. 17. G 'TY:6 OR/-/1/-/-/R/- Scale =, 5"/Ft. Truss Components of Oregon ((503))357-2118 "WARM NGI.•READ AND FOLLOW ALL NOTES ON THIS DRAWING! FSC 825 N4th Ave,Cornelius 011.97113 •*IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175 91474 Trusses require extreme care In fabri Ceti ng, handling, shl ppi ng, inseallIng and bracing. Refer en and follow ` the latest edition of BCSI (Building Component Safety Information, by Tel and WTCA) for safety ..', TC DL to performing these functions. Installers shall provide temporarybraci npractiohes pre or V 4%."1. 10.0 PSF DATE 04/20/1 6 top chord shall have properl y attached structural sheathing and bttom chord shall l havenaeps noted ttachlde, � 14659 rigid ceel Ing. Locateons shown for pI nsealy attached .. act;ens 03, 07 orpermanent plated o eachift of fats ssaa have 01enias, taiabd per BCSI ' ' BC DL 7.0 PSF Ail I=4 N n s Bt O, as noted cabl e. Apply plat es to each face of truss and position as shown above and on DRW CAUSR7175 16111028 II L I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tions. s. I dAIpine, a divesean of ITW Elul Iding Components Group Inc. shall not be responsible for any deviation from thls BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW g, any fal I ure to but I d the truss I n conformance 01 th ANSI/TPI t, or for handl I ng, shl ppi ng, " �' COMPANY I natal I ail on a brace ng of trnssea. A ea.I on tM.anoint or cover papa Iletleg thin drawl Indlwten.a,ytato or pror 0nlon.Ie leering " 'i 7,tge9 QtV� TOT. LD. 42.0 PSF SEON- 33941 pmel m!I ty aoI e1 y far the eesl pn shows. The wl t�i�i ty.na u:a or thl,d'raWl p roe ally:t a tore I s the Q s3sl Rvyana Coale resound bl I I ty or the&d I dl ng Designer per ANSI/TFI 1 .2. *Op, cv • DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more a nformat;on see the s i ob•s general notes �• ALPI NE: www.al pine;tw.co, TPI: www.tel nst.erg; WTCA: www.sbcigndus ty Coto, CC:sl nes:I ccsafe.org Renews:12/31/2017 SPACI NG 24,0" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - B) 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 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 Ioad. Creep increase desi gn. factor for dead load is 1.50. g 4_10-3-13 R=90 4 1-7-5 6 9-0-0 1 2X4(A1)= L' 2-6-0 Jc 3-10-3 >i< 4-1-1 J 7-11-4 Over 3 Supports R=442 U=13 W=5.5" R=106 RL=35 Desi gn Cri t: I RC201 2/TPI-2 007(STD) PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01.00. Plano F :6 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 "WARN'NGI..READ AND FOLLOW ALL Notes ON Tills DRAW'NG! F 825 N 4th Ave,Cornelius s Ok 97113 casco regal relextreme eare i o Mfab +cTMi nghandN8TO 1 ng,ALL ppl nig CONTRACTORS and a aeTHE�ng. R to and fol I n Cs� F�o TC LL 25.0 PSF REF R7175- 91475 the latest edi tl on of BCS' (Building Component Safety Information, by TPI and wTCA) for safety practices rl or ,, to performing these fproperly Installers shall provide temporary bract p @� 14659 1 - TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shal l l havenaess rated attachederwl e /� rigid ceiling. Locatl ons shown for proper Iy . BC DL sect'ons B3, 87 or B10, as llcabl permanent lateral rostral Tit of webs shall have bracing Installed per BCSI 7.0 PSF DRW CAUSR7175 16111029 11 1�01� II aPP pp y Plates to each face of truss and post ti on as shown above and on - IIJ I`VI I the Jol Tit Betel ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I: Alpine, a division of IT,Building Components Group Inc hall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fel lure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN mw COMPANY I natal I atl on s brace ng of tresses. _ . A seal on this drawl ng or cover page IIstl 051s drawl ng, Indleat.s acceptance of rofesslonel 9/ FC 7.A993 TOT.TOT. LD. 42.0 PSF SEON 33943 rsspanel elI1ty solely for the deal pn shown The wl tablIIty and use of thea drawl g for any1nserl roaponslblllt r the gelid/ finer per AxSI/TPI ,Sec.2. Tip structure la"°hegNW,CNS' DUR. FAC. 1. 15 FROM BB 8351 Rovane Circle y° ng Dass Sacramento,CA 95828 For more I nformati on see thi s)ob•s general notes page and these web sl tea: Renews:12131/2017 SPACI NG 24.0" J RE F- 1VPZ7175Z01 ALPI NE: www.al pi Wel tw.caTPI: www.tpi nst.org; Ww,TCA: wwsbcl ndustry.con; ICC: www.i ccsafe.org n; (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. I oad 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. �i +10-11-13 R=162 U=9 4 I-- 2-3-5 J +9-0-0 / 2X4(A1) L----2-6-0 5-10-3 ›..1c 2-1-1-->i 7-11-4 Over 3 Supports R=503 U=3 W=5.5" RL=46 R=112 PLT TYP. Wave Desi gn Cri t: I RC2012/TPII -2007`/ (STD) Truss Components of Oregon (503)357-2118 ••WARM NGI ww READ AND FOLLOW ALLFON THIS DDRAWI 4(0) 16.01.00. gI8ROFf Y:6 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 '•I RPORTANT: PIAWi SH THIS DRAWING To ALL Scale =. 5"/Ft. Trusses regw re a CONTRACTORS INCLUDING THE INSTALLERS. TC LL of fabricating, handling, shi ppl ng, Installing and bracing. Refer to and follow the 1 ssest edi ti en extreme are Inn Com + 25.0 PSF 9 ponent Safety Information, by TPI and WTCA, for safety � REF R7175- 91476 T. to performing these functions. Installers shall provide temporary bracing per BCSI. ted ooices pre or �, 14659�'Y ' • TC DL 10.0 PSF DATE [op chord shall have properly attached structural sheathin antl bottom chord shall havenaeproper!y ttachede, 04/20/1 6 eiloid ceiling. Locate ons shown for permanent lateral restraint of webs shall have bracenginstalledtper hRCS! r 4 .� BC DL I� A tions B3, B7 or MB, a applicable. ApPly plates to each face of truss and pose to on as shown above and o 7.0 PSF A I f MINI:I'` III i the Jol nt Detai 1 s, unl esssnoted otherwl se. Refer to drawl nos 160A-Z for standard pl ate post ti ons. DRW CAUSR7175 16111030 ILI, I \VI Al pi ne, a di vi si on of I TW Bui I di ng Components Croup Inc. shat I not be responsi bl a for any devi ati on from this BC LL AN BTW drawing, any failure to bul I the truss In conformance with ANSI/TPI 1, or for handl g, shi In • e G COMPANY Installatin R b ecinq of trusses. pp g, v 0.0 PSF CA-EN CWC/CWC . A seal on torr drawl ng or Cover page IIstl 9�, QFC.7,t9�9 Q� TOT. LD. 42.0 PSF SEON- 33945 pms bill ty sol el y fbr the dealtnl s drawl ng, I ne eater of this drawing r of root o Dori enol neer'ng real/malls'bl 11t gn shown The wllobi1I ty and use of this drmN np for any structure Is the 8351 Rovana Circle y of the Bol[ding Designer per ANSI/TP1 1 See.2. �e yy�� ^ w Sacramento,CA 95828 For more information see this ob. '��I R•CHOW DUR. FAC. 1. 15 FROM BB ALPINE: www an to general notes page and these web sites: .al pi mel tw.c TPI:www.tpe nst.org: WTCA: www.she'ndustry.com; ICC: www.i ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud 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 live load applied per IRC-12 section 301.5. dWind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 Iive and L/240 total I oad. Creep increase Right end vertical 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 2X4 III 4 I-- 2-11-11 / .� 9-0-0 I 1. 5X4[9] III 2X4(A1) —2-6-0-->J 7-9-8 1••12 —11 7-11-4 Over 2 Supports R=566 W=5.5" R=298 U=3 RL=57/-20 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. $.rS N1,::. - •TY:31 OR/—/1/-/-/R/- TrussComponentsofOregon (503)357-1118 '•wARNINGIasREADAHDFOLLOWALLNOTESONTHISDRAPINGI Scale =. 5"/Ft. 825 N 4th Ave,Cornelius O1(97113 '•I NPORTANr•• FURNISH THIS DRAIN TO ALL CONTRACTORS I NOLODI,IG THE INSTALLERS. Trusses require extreme care in fabrl catl ng, handl ing, shi pp!ng, Installlrg and bracing. Refer[o and follow TC LL the I atest edi ti on of BCsI (Bpi:din Cpm b5 25.0 PSF g Component safety Information, by TPI and WTCA) for safer REF R7175-4/ 91477 to performing these functions. Installers shall provide temporarybract ng o ted other psior �. - 1 4659�9 TC DL 1 0.0 PSF DATE ,041164 top chord shall have properly attached structural sheathifl and bttom chordeshalllhavenaeps noted ttachide, �f.. lr 04/20/1 b rigid ceiling. Locatl ons shown for permanent Iateral restraint of tops shall have bracingpInstal ledtper hBCSI ` 1 BC (� a tions B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and o ..0.4.0 _•/ DL 7.0 PSF A I I MI^ III n the nt Beta:I s, unless noted othe wi se. Refer to,drawl ngs 160A-Z for standard plate poll ri ons n DRW CAUSR7175 16111031 'I I V I AI pi ne, a tli vi si on of I TtlY eui dl rg Componenton GrouInc. sbal I not be respond bl a for any devl ati on from this BC LL drawlng,I, any failure to build the truss in conformance with ANSI/TPI 1, or for M1andling, shi i e -•' 0.0 PSF CA-ENG CWC/CWC AN lTW COMPANY i nstal I ati on q braci ng of trusses pp ng, A seal on tHis drawl V raePenal El it ty sal al ng or the ,°�e„•�,',^°;;�ew, ,l;o;tlDdl«t•..a.�tel1e.of professional en°Ilwrlrp 9j 'f0,7,19e°' ' TOT. LD. 42.0 PSF SEAN— 33947 8351 Rovana Circle respMsl IA 11 ty of the WI I dl ng Deal y and use of t I s draw ng for any structure I s the Q — Rner see ANSI/Tb. ,Sec.2. ��AMwr GN0Q OUR. FAC. 1. 15 saCamenm,caysaza For more Infn mation a this ob.a FROM BB ALPINE: www.al pl net tw_com; TPI: www.t ) general notes page and these ow web sues: pi nst org; WTU: bci ndus[ry.c ICG .i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF— 1 VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - 62G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIBENS!ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x6 HF #2 Special loads Webs 2x4 HF Std/Stud :W1 2x4 HF #2: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 pl f at 0.00 to 71 pl f at 7.94 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 pl f at 0.00 to 7 pl f at 7.94 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0psf, wi nd BC BC- 237.43 I b Conc. Load at 2 0, 4.00 DL=4.2 psf. BC- 2377.30 I b Conc. Load at 6..00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead I oad i s 1.50. No SI ZE SHIFT BITE [ 5] W4X8 S 5.00 [ 6] W5X5 2.75 L 1.50 [10] W5X5 1.50 R 2.75 1.5X4 III 5X5(R)[6] \\\ / i 4 r---- � 2-11-11 Sig II 7 J +9-0-0 1 4X8[5] III 5X5[10] 4X5(A1) 5-11-4 5-11-4 + 1-10-4 �j2 2-0-0 �I l 7-11-4 Over 2 Supports R=1064 U=26 W=5.5" R=2181 U=64 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) 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 "WARM NGI**READ AND FOLLOW ALL NOTES ON TRIS DRAWING! ec 825N4th Ave,Cornelius OR97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ,t�,�y� •�F� TC LL 25.0 PSF REF R7175- 91478 Trusses require extreme care In fabricating cat!ng, handl l ng, shi ppl ng, instal I l ng and bracing. Refer to and follow `` the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl Res prior to Performing these functions. Installers spall provide temporary bracing per BCSI. Unless noted otherwl se, '4 14659�� TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riegid eel Iinq. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI r BC DL Ail O�� I I n s tions 83, BI or 610, as e app!I e. Apply plates to each face of truss and position as shown above and on 1 7.0 PSF DRW CAUSR7175 16111015 II L the Jai nt Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. I Arawl I pi ne, a CI vI si on of I T11 Bu11 di ng Components Group Inc. shat I not be respond bI a for any devi atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITR COMPANY Idnstal late on Bny abracl ng ofutrusses.truss I n conformance with ANSI/TPI 1, or for handl ng, sM1i ppl ng, .;: .." . A seal on thl s drawl ng or cover page II atl ng thle drewd I ndl dates acceptance ofprofessional engineer) C 9 `' TOT. LD. 42.0 PSF SEAN- 34004 pons)td I 1 ty sol el y for the deal gn shown. The eel tall I I ty and use of MI dragfarany structure I C the 9j �f 7,19$ Q� 83$I Rovana Circle resppnl b1 I I ty of the BRI I dl ng DOCI finer per ANSI/TPI 1 Sed.2. Sacramento,CA 95828 sr,,�Mw.G�PQ DUN. FAC. 1. 15 FROM BB For more Information see Shia Job's general notes page and these web sl tea: eI ALPINE: www.al pineltw.con TPI: www.tpinst.ore; NTCA: waw.sbcindustry.cone ICC: www.Iccsafe.org SPACI NG 24.0" J REF- 1 VPZ7 1 75201 ROIowG:12/3112017 (0416154—PARR LUMBER–HI LLSBORO –Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR – DC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- Fromber 71rplfcat1-25500 toate71 pifaat=11.85 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC BC- From 4 pl f at -2.50 to 4 pl f at 0.00 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 4.23 BC- 6.85 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 14.27 Ib Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead load is 1.50. load applied per IRC-12 section 301.5. 4 �— �1 R=13 -9'7-13 .2,10-111-5 9-0-0 V 2X4(A1)= I 2-6-0 >i< 1-10-3 >i< 2-4-9->J H-4-2-12 Over 3 Supports-H R=411 U=45 W=5.5" R=50 U=19 PLT 1W. Wave Desi gn Crit: I RC2012/TPI-2007(STD) FTruss Components of Oregon (503)357-2118 ••WARNI NGI••READ ANO FOLLOW ALL aa2TUDi( ) 4(0) 16.01.00. g18Ro4 Y: 1 OR/-/1/-/–/R/- 825 N 4th Ave,Cornelius OR 97113 SCa I R =. '•I IIPORTANF•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requl re extreme care In fabrl call ng, handl l ng, shi In install) TC LL 25.0 PSF — the latest edition of SCSI (Bultdtn cpm PV and bract ng. Refer to and fellow � �_ REF 7175- 91479 9 Component Safety de temporary , by TPI and NTCA) for safety practices prior 14659 9�'SI TC DL to performing these functions. Installers shall provide temporary bracing per BCSI. Doles,noted otherwise. � 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r 04/20/1 6 rlegid cel l Ing. Locatl ons shown For permanent lateral restraint of webs shall have bract ng installed per BCSI A FI O�� tions By. B)or Bt O, as applicable. Apply plates t0 each face of truss and position as shown above and on BC DL 7.0 PSF IFI; I the Jol nt Detai I s, unl ess noted otherwl se. Refer to drawl ngs 160A-Z for standard pl ate post tl ens. DRW CAUSR7175 16111070 1 AI pl ne, a di vi si on of ITN Bul I di ng Components Group Inc. shat I not be responsible for any devi ati on from this BC LL AN ITW drawing, any failure to build the truss In conformance WI th ANSI/TPI 1, or for handling, shi ppl ' ' 0.0 PSF CA-ENG CWC/CWC COMPANY Installation A bracing of trusses. pp g, v . A seal on this drawl ng or cover page I l 001 ng thl s drawl ng, I ndl cartes acceptance of profess)onel engi neer' #5›... fC 7. ig09 �`' TOT. LD. 42.0 PSF respond blIlty solely for the dealgn show,. The soltabulty and use of this drawl forQQ FROM- 33955 8351 Rovana Circle pons)biI lty of the Bul ldl ng Desl goer per ANSI/rPl 1 see,z. ng any structure isnihe Sacramento,CA 95828 For more nfnrmati on see this ob•s lZAMW.CNS' DUR. FAC. 1. 15 FROM BB ALPI NE: www.al pi mei tw.corn; TPI ) general nates page and these web slimes: www.tpi nst.org; µTCA: .abet ntlustry. ICC: .Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - CO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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 load. Creep increase desi gn. factor for dead load is 1.50. R=78 U=5 +10-3-13 4 r___ 1 1-7-5 l 'I--- .21 9-0-0 Ib 2X4(A1) -=- 1<----2-6-0----- -------3-10-3 >14 H—4-2-12 Over 3 Supports R=430 U=20 W=5.5" RL=35 R=54 PLT TYP. Wave Desi gn Cri t: I RC20pp12/TPI —2007(STD) Truss Components of Oregon ((503)357-2118 •wWARNI NGI.w READ AND FOLLOW ALL FNOTEES OR THIS 4(0) 16.01.00. Al BRO TY: 1 OR/—/1/—/—/R/—�f Scale =. 5"/Ft. "I Npt1R7ANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLIAI ND THE INSTALLERS Tru c in fabricating, handl in shi In instal 11 requl re a re g, pp g, `� TC LL he Ia.e=t editien extreme no and bracing. Refer to and follew Ca 25.0 PSF REF R7175— 91480 /� care ding Component Safety Information, by TPI and WTCA> for safety O[es prior �44 1 46 59��7 to performs ng these fundi ons. Installers,hal I prod'de temporary brad ng per BCS/ Unless noted other,'se, TC DL DATE top chord shall have properly attached structural sheathing and bottom chord shall have r" 1 0.0 PSF 04/20/16 rigid ceiling. Locations shown for a properly attached pct,ons B3. B7 or 810, a permanent lateral to restra nt of webs shall have bracing instal I edabove per BC51 1 BC DL (I'I --t A I app'i cab'e. Apply plates to eaon face of truss ana puss a on as shown anode and o 7.0 PSF DRW CAUSR7175 16111032 .el 1' 1=1'` III the Joint Details, unlesssnoted Otherwise. Refer to drawings 160A-Z for standard plate posttIons. n ILI, I \�11 I AI pi ne a di vi si on of I TW Bur I dl ng Components Group Inc. shat I not be respond bl a for any devl ati On from this ♦'I BC LL AN ITw COMPANY drawl eq, any failure to build the truss i n conformance w'th ANSI/TPI ,, or for handl ng, shi i n 0.0 PSF CA—ENG CWC/CWC PlY installati on R brad ng of Trusses. pp g, v A seal we this drawing or ether pep.list' Ig, Iedlwetaa acceptance of rohsalonal . Inewrl • 'FC,7,t9B9QQ��' TOT. LD. 42.0 PSF SEAN— 33957 A• seal,sl hi ti ty ur el y for theses no MI s drawl R 8351 Amara Circle respatsi bl 11 ty of the Hui l dl ng Designer per NSI sul tab'iIty and use of 1s drawl ng for any structure 1sntha — per A16I/Tpl 'Sec.2. �qNW.GNB' DUR. FAC. 1. 15 FROM Sacramento,CA 95828 For more I nformati on see thi s obi, g g ALPI NE: mxv,al pi nes tw.cam; TPI: www t 3 general notes page and these web sues: pi nst.org; RTCA: ,sbd ndestry. m; IGC, iccsafe.org Renews:12131/2017 SPACI NG 24.0" JREF— 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - D1) 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 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 1 4 1-8-14 _� ■J *9-0-0 If 1. 5X4 III 2X4(A1) Lc 2-6-0 =J 4-1-0 .1"12 -11 4-2-12 Over 2 Supports R=439 U=18 W=5.5" RL=37 R=109 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. D1410- TY:1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 wwWARNI NGI^ READ AND roam ALL NOTES ON THIS DRAWING! 4. Fe 825N4th Ave,Cornelis0897113 ^INpORfANrw• FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING 111EINSTALLERS. TC LL 25.0 PSF REF R7175— 91481 Tru regul re extreme care In fabrl call ng, handling, shipping, instal II g and bracing. Refer to and follow the la=est edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prior �S/' 14659�'S' '' TC DL 10.0 PSF DATE 04/20/16 1ti to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, �. r- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n gl d eel I i ng. Coati ons shown for permanent I ateral rostral nt of webs shat 1 have hracl ng I nstal I ed per BCSI ..„6„071161.1....6" BC DL 7.0 PSF DRW CAUSR7175 16111033 .4 O`� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and poli tl on as shown above and on II L J 1 the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate poli LI ons. I Alpine, a di vi si on of ITW Bul ldi ng Components Group Inc. shall not be responsl ble for any deviation from this ♦ e' BC LL 0.0 PSF CA ENG CWC/CWC drawing, any failure to build the truss In conformance wi tM1 ANSI/TPI t, or for handl lrg, shipping, v AN ITW COMPANY nstal I at th bran/ng or ownertrusses. 4 Fc 7t ISO Oft TOT. LD. 42.0 PSF SEAN— 33959 . A seal on th1 s tlrewl71 or Cover page 1 I stl r 9 tills 1 rp, I mol ores f:Mtante of profs»I onal elgl meati rl �+ respansl blllty solely}br the tlesl gn shown. The sul tablllty antl use o}this tlraal ng for any structure Is the 8351 Rovana Circle respond bl n ty of the Bel I di ng Des/goer per ANSI�I 1 Sec.2. NN `Vit s OUR. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more i nformatl on see thi s)ob.s general notes page and these web sites: ALPI NF: www.al pi i tw.corn; TPI: www.tpi nst.ore; WTCA; www,sbci ndustry.cern: IGC: www.I ccsafe.org Renews:12/31/2017 SPACING 24.0" J REF- 1 VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERIFY, OR - CG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- Fromber 71rpifcatl_2.505 0 toate71 plfaat=11.185 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 pl f at -2.50 to 4 pl f at 5.94 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 5.94 BC- 6.85 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 14.27 Ib Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead I oad i s 1.50. I oad applied per IRC-12 recti on 301.5. R=50 11=5 +9-7-13 q mi- I- / 0-11-5 9-0-0 2X4(A1) L---2-6-0 >l< 1-10-3 >l< 4-1-1 --1 5-11-4 Over 3 Supports R=412 U=45 W=5.5" R=74 11=5 PLT TYP. Wave Design Cri t: I RC2012/TPI—2007(STD) FT/RT=2%(0%)/4(0) 16.01.00. , p 0 X1. QTY:2 OR/—/1/—/—/R/— Truss Components of Oregon 503)357-2118 "WARM NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! Scale =. 5"/Ft. fre 825 N 4th Ave,Cornelius OR 97113 ••I MpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL Trusses egui re extreme care In fabricating, handling, shl Dpi ng, installing and bracing. Refer to and follow t 25.0 PSF REF 87175— 91482 the latestredi ti on of BCSI (Building Component Safety Information, by TPI and WTCp) for safety to performing these function. Installers shall provide temporarybrain v ted�oteer prier k, 1 46 59�'Q TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bttom chordeshalllhavenaeps noted ttachede, �. 04/20/1 6 rigid Celli ng. Locations shown for properly attached Ail �0�� II sections B3, B7 or 610, as eermApply plates) ooeachl fT of webs ssaa have brad ng shown ed per dCe DL app)i cab)e. Apply plates to each face of truss and poli ti on as shown above and n 1 lJli 7.0 PSF DRW CAUSR7175 16111034 the Jol nt Dotal l s, unless noted otherwl se. Refer to drawl nes 160A-Z for standard plate positions. n , AI pine, a tli vi sl on of I TW%'1 dl r h Componenotn Group 1.7..4 nc. shal 1 ')-7,!,be responsi bl a for any devi ati on from phi s BC LL AN ITW drawing, any failure to build the truss Inc formance witM1 ANSI 1, or£or handling, sM1i In 0.0 PSF CA—ENG CWC/CWC COMPANY Installatl on&piaci ng of trusses. pp g, View's n thine:07:1741-tie dre:�e Iishs ll19`thin dii�'I°ityntl„w�s:o C°t�i:dra:ihs ".D1oy"51 ��i�ro n Vice 9 'f0,T,1969 �" TOT. LD. 42.0 PSF SEAN 33949 8351 Rovana Circle respolsl bi l l ty of the WI I di ng Desl Tyler per ANSI/1pi 1 See.2. ,Sr/qMw.CN�QQ DUR. FAC. 1. 15 15 Sacramento,CA 95828 for more I nforeati en see this b•s FROM BB ALPINE: wow.el pl mel to.corn; TPI- www,t 10 general notes page and these web sites: pi not,org; WiCA: www.seri ndustry.mm; ICC: www.i¢safe.org SPACING 24.0" JREF— 1VPZ7175Z01 Renews:12/31/2017 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 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 I oad i s 1.50. I 10-3-13 R=81 U=3 1 4 1-- 1-7-5 17=1- 9-0-0 2X4(A1) 2-6-0 c 3-10-3 .1< 2-1-1--›-I ' 5-11-4 Over 3 Supports R=436 U=16 W=5.5" RL=35 R=79 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(Q%)/4(0) 16.01.00.0 .,„ QTY:2 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-'2118 **WARNING)**READ AND FOLLOW ALL NOTES ON THIS DRAINING! Ld 1 $Cal a =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 •71 WPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLDDI NG THE INSTALLERS. 5�4� FF TC LL 25.0 PSF Trusses regul re extreme care In fabricating, handling, shi peal ng, Instal l lrg and bract ng. Refer to and follow the latest edition of BCS) (Building Component Safety Information, by TPI and WTCA) for safer (j REF R7175- 91483 oc /� n 04/20/16 to perform'ng these fundi ons_ I natal I ars shat I grout de temporarybract n o tract'nes pre or 4659�'Y ' TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathing and bttom chord shzlI havens s eP noted arerwSI 1 rigid ceiling. Locations shown far permanent laatesl oeeachl ft of fats shah have Toni as Ihotallbd eeadCoI attached AI� A sections 1 BJ or B10, as applicable. Apply plates to each face of truss and post'Hon as shown above and IfI I I O" III the nt Detal I s, unl assF _.I BC DL 7.0 PSF DRW CAUSR7175 1611 035 IL1, I \VI noted otherwise. Refer to drawings 160A_Z for standard plate poli tl ons. on AI pi ne, a di vi si on of I TV Bue I di ng Compones Group 1 nc. anal 1 not be responsible for any devi ati on from this BC LL AN ITW drawl ng, any fab a ure to but I d the truss i n conformance vel th ANSI/TPI 1, or for handling, shi peal ng, Q.O PSF CA-ENG CWC/CWC COMPANY I natal I au on m'rani ng of trusses. Aeaseall on ljis drawl ng or cover peps II etl,tp this drawl ng, I ndi eats.acceptance of profess'Gnat enol neer' 'F �9 " TOT. LD. 42.0 PSF SEAN- 33951 ty sol el y for the deal gn show'. The.ul tab'1 I ty and use of MI s drawing for any structure is"the I/4 C.7,19 �(�j 8351 ROvana Circle responsi bl I 1 ty of the Rut 1 di ng Des'goer per NISI/TPI 1 Sec.2, Y Sacramento,CA 95828 For more I nformatl on see Lhi b•sr/qN��C1�pQ OUR. FAC. 1. 15 FROM BB ALPINE: www.al pl nal tw.nom; TPl: www.teal net general notes page and thoon web ci es: or9: .sbcindustry. ICC. iccsafe.org SPACI NG 24.0" J RE F- 1 VPZ 7 1 75201 Renews:72/31/2017 (0416154—PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Slid Hee -- VER'FY VERT FY, OR - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENS'ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, 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 deli gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end vertical not exposed to wi nd pressure. factor for dead load is 1.50. 1. 5X4 III i 4 r----- 2-3-11 i 1.5X4 III 2X4(A1) Lc 2-6-0 >H 5-9-8 1„12 5-11-4 Over 2 Supports R=493 U=7 W=5.5" R=201 RL=46 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 „� QTY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN'NGI••READ AND FOLLOW ALL NOTES ON ml S DRAM NG! `� 825 N 4th Ave,Cornelius OR 97113 ••I FURNISH TRIS DRAVANG TO ALL CONTRAMORS INCLUDING THE INSTALLERS. a`Y� FF TC LL 25.0 PSF REF R7175- 91484 Trusses requl re extreme care In fabricating, handling, shipping, instal l l ng and bract ng. Refer to and fol low the latest edition of CSI (Building Component Safety Informatl on, by TPI and aTCA) for safer .a to performing these functions. Installers,hall provide tempora bracin Y era<othe�prier t. 14659�9 TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheaths temporary gds BCS'. a WI noted ttachede, ri old ceiling. Locatl ons shown for rostra' antl bottom chord hall have properly attached BC Q. LrOM r FI A ections 83, B7 or 810, a permanent lateral restraint o£webs shall have bracing installbd per BC SI 7.0 PSF A I' I Q,O'` I he nt 0etai I s, unl esssnoPetl oche wi se. e pl Refertodes �awi nh face of truss and post tl on as shown above and on BC DL DRW CAUSR7175 16111036 ILI, Nl I Al pi ne, a di vi sl on of I TW Bui!di Can gs Z for standard pl ate post ti ons. drawl ng, any failure to build the�trusspIneconformancenwlthhANSI/TPIb1 rorpforihan fon any ippintion from thin BC LL 0.0 PSF CA ENG CWC/CWC AN ITW COMPANY I o=ral I ati on w brats ng of trusses. r for handl I ng, hl ppl ng, A�seal en this drawl np er oswr pep.Ilstl nN this dronI np, Indl cares aeeaptanee of prole=st wool sips nears nR d, 'fC g99 " TOT. LD, 42.0 PSF SEAN- 33953 pmsl bl I I ty apt el y for the deal!r Shown. The sal tabl I I ty and ase of thl s drawl fora atruetaro I s tha 7t 5 Qa 8351 Rovana Cycle respond bllltY of the Bolldl ng Designer per ANSI/TPI 1 See,2. Sacramento,CA 9=828 l/�M��G�QQ DUH. FAC. 1. 15 FROM BB For more Information see this Job's general notes page and these web sites: ALPI NE: www.al pl nes tw.can; TPI: www.t pi nst.org; µTCA: www.sbcindustry.cow; ICC: www.l ccsafe.org SPACI NG 24.QUI Renews:12/31/2017 JREF- 1VPZ7175Z01 (0416154—PARR LUMBER-HI LLSBORO -W]redwood Mas 1245 Snd Hee -- VERI FY VERT FY, OR - EG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads TC- Fromber Our. plfFac. atl-2.50 toate 71 plfFac. at 11.185 120 nd, 15.00 0I ft t meamean I I hgt, ASCE 7-10,TCLOSED.D bI dg, Located BC wi BC- From 4 pl f at -2.50 to 4 pl f at 0.00 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 7.94 BC- 6.85 I b Conc. Load at 2.00 Wi red I cads and reacti ons based on MWFRS. BC- 14.27 I b Conc. Load at 4.00 BC- 91.74 I b Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total I oad. Creep i ncrease factor for dead load is 1.50. R=114 U=12 q r-- 113-4-9 1 0-11-5I 12-8-12 V 2X4(A1) l< 2-6-0 >1< 1-10-3 >l< 6-1-1 --..i 7-11-4 Over 3 Supports R=394 U=42 W=3.5" R=100 U=3 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. 1 Truss Components of Oregon (503)357-/118 McWARNINGI e•READ AND FOLLOW ALL NOTES ON THIS DRAWING! �t o I�RQpF TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ 825 N 4th Ave,Cornelius OR 97113 "I IpORfANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NGLUDI Ne THE INSTALLERS. TC LL 25.0 0 PS F Trusses require extreme care In fabrl call ng, handling, shipping, instal l ing and bracing. Refer to and follow the latest edition of BGSI REF R7175- 0 1 485 T. (Building component safety Informat'on, by TPI and WTCA) for safety practices prior <b Sp 14659�'Y ' TC DL to performi ng these fundi ens_ I nstal I ors shat I prey'de temporary brace ng per BGSI Dnl ess noted otherwise, ¢� 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r rlegld ceiling. Locations shown For permanent lateral restraint of webs shall have bracing installed per BCSI 1 .4 rl O�� II tions 83, 67 or B1O, as app'icoable. Apply plates to each face of truss and post ti on as shown above and on ,/,...t...40. BC DL 7.0 PSF DRW CAUSR7175 16111037 II L the Joel?Details, less notetl therwi se. Refer to drawings 160:-Z for standard plate post tl ons. Alpine, a dl vl si on of ITW Building Components Group Inc. shall not be responsible For any deviation from this BC LL 0.0 PSF AN TW COMPANY anatal9ation any abracl req ofto utrusses_truss i n conformance vel tM1 ANSI/TPI P. or for handl ing, sM1l ppi n •°• •" CA-ENG CWC/CWC g' V _ nlII ty this drawl ng or cover paw IInting Chia drawl n9, Ilollutea acceptance of professional anal neerl Pg 9/ �fL jt 199 • TOT. LD. 42.0 PSF $EQN- 33961 8351 Rovana Cycle r Pons y of the Wel I dl designahem. The su,tall I I ty and use of this drawing for any structure I a the .0,,„ Q — earesIll l It ng Designer per ANsI/TPI 'Sec.2. �.d W.G% DUR. FAC. 1, 15 FROM BB Sacramento,CA 95828 For more I reformat'on see the s 1 ob•s general notes page ALPI NE: www.al pi neI tw.com; TPI: w ,tpl net.ort: WTCA: www.shci ndusRy.come i se c WI ttoe: SPAC I NG 24.0" JREF- 1 VPZ7175ZO1 I ccsafe.org Renews:12/31/2017 www, (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERT FY, OR - E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 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 Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 I i v e and L/240 total load. Creep increase design. factor for dead load is 1.50. 14-0-9 4 R=90 1-7-5 12-8-12 2X4(A1) 2-6-0 3-10-3 >i< 4-1-1 J 7-11-4 Over 3 Supports R=442 U=13 W=3.5" R=106 RL=35 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(06/6)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (4503)357-L118 "WARM NGI*•READ AND FOLLOW"u ROTES ON nal s DRAWING! {, 825 N 4th Ave,Comehus OR 97113 "I IPORrARr•• FURNISH TRI 5 DRAM x6 TO ALL CONTRACTORS I NCLIIDI NB THE INSTALLERS. f` yD OFtI TC LL 25.0 PSF Trusses requl re extreme care In fabricating, handling, shi pping, instal l l ng and bracing. Refer to and follow the latest edltlgn of BCS, (Bnlldin Component REF R7175- 91486 9 ponent Safety Information, by TPI and RICA) for safety practices prlor CD4";14141' TC DL to perform)ng these functl ons. install ers shall provide temporary bracing per BCSI bol ess noted otherwi se, �,� 14659 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord sha11 have a properly attached ri Id ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bract ng Installed per BCSI ,4 ri tions B3, B)or BtO as applicable Apply plates to each face of truss and posi tl on as shown above and on 1 BC DL 7.0 PSF DRW CAUSR7175 16111038 II L the Joint Details, unless noted otherwl se. Refer to drawings 166A-Z for standard plate positions. ) N�` 1 I AI pi ne, a dl vi sl on of I TW Bul :them! Components Group Inc. shat 1 not be responsi b1 a for any devi ati on from thi s BC LL 0.0 PSF AN Irw drawl ng, any failure to build the truss In conformance with ANSI/Tpl 1, or for handling, shiCA-ENG CWC/CWC COMPANY install ail on s bracing of trusses. ppi ng, e.. a.. A asst on this drawl 09 or nor papa listing tills drool ng, Ind)cotes acceptance of profess)ons) .mol nserl ng ,9 'E 7•‘9g9 TOT. LD. 42.0 PSF SEAN- 33963 responslbl lity solely for the dealgn shown. The sultabi Ity and use of this drawing for any structure IS the �AA 8351 Rovana Circle responsl bill ty of the Boil I dl Ileal gnor per ANSI/TPI I Sec.2. V,'/ V QQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thi s)ob•s general notes `~M w•GO ALPINE: www.al pi mel tw.com; TPI:a page and these web sites: www.tpl nst.org; WTCA� www.sbci ntlustry.com; I CC www.i ccsafe.ore SPACING 24.0" JREF- 1 VPZ7175Z01 Renews:12'3112017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - El) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC 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 Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 11 +14-8-9 R=162 U=9 4 I- 2-3-5 . 1/ L +12-8-12 ! 2X4(A1) - - L----2-6-0 >1c 5-10-3 >lc 2-1-1-- I.< Over 3 Supports R=503 U=3 W=3.5" RL=46 R=112 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. # -0 ' Truss Components of Oregon (503)357-2118 •*WARNINGI**READ AND FOLLOW ALLNOTES ON THIS DRAWING! t D 0 F TC LL 25.0 PSF REF R7175- 91487 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825N4th Ave,Cornelius Olt 97113 *'IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, by TPIIind and bracing. Refer to and follow �r the latest edition s of SCSI (Building Component Safety Information, by and WSCSI for safety practices prior /' F TC DL /� o performing`hese functions. Installers shall provide temporary bracing per SCSI Unless noted otherwise, 1 4659 9 10.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C' rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL IIrI 1O`� I T. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16111039 L J I the Joint Oetalls, unless noted of„erwi se. Refer to tlrawl ngs 160A-Z for stantlard plate posi tl ons. Al pi ne• a dl failure l ur of Ibu Bui the truss i neGroup Inc. shall not be rorfori hie for any i on from This BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fai I ore to build the truss I n conformance with ANSI/TPI 1, or for handling, shipping, �'=' ' AN ITW COMR4NY installation&bracing of trusses. A seal on this drawing or rover page listing this drawing, '4.0 89 v TOT.LD. 42.0 PSF s�bi l i ty solely for the design shoot The sui tabii ll I tyand fuses oft acceptancedrawing professional".,,"strengineering ihits '9/BS .�,19 Qui;' S EON- 33965 8751 Rovana Circle y or the Building Designer per ANSIITPI t seo.z. r/AMw•G��.Q OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see this!ob•s general notes pa ALPINE: www.alpi neltw.com; TPI: www t inst. page and these web sues: p prg; wTCA: www.sbcindu�try.e "`sa`enrg Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERT FY VERT FY, OR - E2) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 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 desi gn. 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 SHI FT BITE [ 8] W1.5X4 S 2.25 2X4 III P I 2-11-11 i i —' CJI 4 12-8-12 i 1.5X4[8] III 2X4(A1) 1- 7-9-81"12 7-11-4 Over 2 Supports R=344 W=3.5" R=331 U=5 RL=43 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0QTY:6 OR/-/1/-/-/R/- Scale =, 5"/Ft. Truss Components of Oregon 503)357-2118 *•WARNI NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! �p`s •OFF 825 N 4th Ave,Cornelius OR 97113 "I(PORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T* TC LL 25.0 PSF REF R7175- 91488 Trusses requl re extreme care in fabricating, handl ing, shl ppi ng, installing and bracing. Refer to and follow the latest edition of ClBS (Bul ldi ng Component Safety In£ormatl on, by TPI and WTCA) for safety practices tori or e -\ n to performing these functions. Installers shall provide temporary bracing per BCS(. unless noted otherwise, w� 14659�'Y ` TC DL 1 0.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riegld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per eCSl BC DL Ari 11 E1 N I I s tl ons 03, B7 or B10, as appl I cabl e. Apply pl ates to each face of truss and post ti on as shown above and on W W 7•0 PSF DRW CAUSR7175 16111040 II L J he Jol nt Details, unless noted Dine wise. Refer to drawings 160A-Z for standard plate positions. I Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat 1 not be respond bl a for any devi ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COM drawl ng, any fai I ure to bul I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi ppi ng, COMPANY nstal l at on a bract ng of trusses. ..� • A AAAI on this droolnp or cover peps Ilatllq this drew Indleatsa ace tents of rotocolnoel a Inesrl 'F Bel " TOT. LD. 42.0 PSF SEAN- 33969 8351 Rovana Circle A AAAI l bi I l tY The fO 1 thedeeall gn Chan' The Sul tabi Ii ty and Nae of t�,l a d,-a.I na r r any atructtare 1:Dine 9� C,7 i4 4� pmol bill` toner per ANSI'TPI 1 See.2. !� y f�e4 4 OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s)obi s general notes V��q wr yn� ALPINE: www.al pi Rel tw.corn; TPI: www t lost Page and these web sites: p org; WTCA: www.sbcintlustry.com; ICC: wmv.lccsafeorg SPAC I NG 24.0" J REF- 1 VPZ7 1 7 5Z0 1 12anawa•12/31/71117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - FT1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate pl of detai I s for special positioning requi rements. Webs 2x4 HF #2 :Ml, M2, M3 2x4 HF Std/Stud: Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hi p trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III lit T 3X51 1. 5X4(**) III 15-7-14 A 15-7-14 0-0-4 f 1 1 2X4(D8R)% 2X4 III Fc 14-8-4 1"12 • Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. q,� Truss Components of Oregon ((503))357-2118 ""WARNING!""READ AND FOLLOW ALL NOTES ON TRISDRAWING! pI'MQ`! TY:2 OR/-/1/-/-/R/- Scale =. 125"/Ft. 825N4th ponent Cornelius OR 97113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL COMPACTORS INCL1AING THE INSTALLERS. C TC LL 25.0 PSF REF R7175- 91489 Trusses regal re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and Follow lb the latest edition of BCS! (Building Component Safety Information, by TPI and NTCA) for safety practices prior TC DL .e to performing these functions tached strersuctural shat, provide temporary bracing per BCS!. e a pr noted rly attachede, 14859 9 10.0 PSF DATE 04/20/16 ,4111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Algid cel l I ng. Locations shown for permanent lateral restral nt of webs shall have bracing installed per BCS! AliO`� I I s ti ons B3, B7 or B10, as appl i cabl e. Apply pl ates to each face of truss and posi ti on as shown above and on -•' DL 7.0 PSF DRW CAUSR7175 16111041 II L J the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi ti ons. Al pi ne, a di vi si on of ITN Rol I di ng ComponentsPP g. drawl ng, ny Group 1 nc. shal I not be responsible for any devi at on from this BC LL 0.0 PSF CA-ENG CWC/CWC l on&abract ng obu trusses.truss i conformance WI tM1 ANSI/TPI 1, or for handling, shi 1 n O.:, °' AN ITW COMRCNY II nstal I at ee.l on title tlr wnp or corer peps Ilstlnp title creel 'F 6g� v TOT. LD. 42.0 PSF 8351 Rovana Circle %.”°1.2. ;sol el„ror the°eel pe lits.,. Tne°Nl tebI l I ty"and s°o..of��I n dronI preor o yDel nnpl pee I Dt 9 C.7,19 Q<�i' SEQN- 34072 ty oT the W,lnmng Deel goer per ANSI/TPI 1 Sec.2. q ror eny etructDre ie me f� pA DUR. FAC. 1. 15 Sacramento,CA 95828 Enr more i nformatl on see this b•ssr�Mw.CH ` FROM BB ALPI NE: www,al pi mel to.co, TPI: www,tpi nst. general notes page and theseonweb si tomes: p erg; W CA: b industry CR ccsafe.org Renews:12131@017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - FT2) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS &DI MENSI ONS) SUBMI TIED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Deflection meets L/360 Iive and L/240 total load. Creep increase Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: factor for dead load is 1.50. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hi p trusses. See detail drawi ng HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III 'i, W1 12.65 8-11-11 dil •i 0-0-4 G,e + e i i 1111 / 2X4(D8R)0 2X4 III r 8-4-3 X172 Note: Al I PI ates Are 1.5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI —2007(STD) FT/RT=2%(0%)/4(0) 16.01.00. . p Q F QTY:2 OR/—/1/—/—/R/— Scale =. 3125"/Ft. Truss Components of Oregon ((503)357-1118 ••WARNI NG!•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! /? 825 N 4th Ave,Cornelius OR 97113 ••IgPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses regui re extreme care In Fabricating, handling, shl ppi ng, Installing and bracing. Refer to and follow 1�V /' \ REF R7175- 91490 the perform' edi ties of n ti (suildi ng l I epsnsha Safety deftemporar by TPI and'M1TCSI for lefsty ted othes prior to performing these functions. Installers shall prowl de temporary bracing per BCCI. unless noted o[herwlse, 4::t. �.� 1 4659 9 TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r rigid ceiling. Locations shown for permanent lateral rostral nt of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111042 Ail �O`� n seti ons 63, BT or B10, as app)i cab)a Apply pl ates to each face of truss and pool tion as shown above and on t II J I I he Joint Details, unless noted o[he wl se. Refer to drawings 160A-Z for standard plate post tl ons. Alpine, a division of 1Tw Sul Idi ng Components Croup Inc. shall net be Ito hie for any deviation from thisBC 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 ITW COMR4NY i notal I ati on h bract ng of trusses. A see) on this drawing or cover peg.IIsting this drawl np, Indicates acceptance of ng ng .1),,‘ �f0, t9$9 v TOT. LD. 42.0 PSF SEAN— 34074 resplalsl bl I I ty sol el y for the des]gn shoat,. The stn tab)1 I ty and use of thI s draw g for al Mel s Ire I ' �a Ot 8351 Rovana Circle rosponsl bl I 1 ty 1>r the gill'ding Designer per ANSI/TPI 1 Sec,2. any structure I s the Sacramento,CA 95828 r/gMwt GNQwQ DUR. FAC. 1. 15 FROM BB For more information see this Job's general notes page and these web sl ten- ALPINE: www.al pineltw.com; TPI: www.tpinst.org: WTCA: www.sbci ndustry.cam; ICC: www.Iccsare erg SPACI NG 24.0" J RE F— 1 VPZ7 1 7520 1 Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - FT3) Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total load. Creep increase Bot chord 2x4 HF #2 factor for dead Ioad is 1.50. Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= / 12.65 III 12.65 1.5X4 III 1.5X4 III 3 3-10-7 0-0-4 • Ai II 1 ii ■ ■ 0-0-4 9 ± 2X4(D8R)0 1. 5X4 III 1.5X4 III 1.5X4 III 2X4(D8R)a I, 3-7-13 ,I- 3-7-13 J 7-4-1 Over Continuous Support 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 of Oregon 0(03)357-2118 •'WARNI NGI wa READ AND FOLLOW ALL NOTES ON THIS DRAWING! t`Qoo� •r.O 825N4th Ave,ofOre CorneliusOR97113 **INpORTANTT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '`vr �� TC LL 25.0 PSF REF R7175- 91491 Trusses regul re extreme care In fabrl rating, handling, shl poi ng, installing and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and ITCH) for safety practices prior �� TC DL 1 0.0 PSF DATE T. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otberwlse. 14659 'Y -• 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 0 PSF IIrl �O`� sect/ons B3, BZ or B16, as app/Icabl e. Apply plates to each face of truss and position as shown above and on 1 I DRW CAUSR7175 16111043 J I the Joint Petal Is, unless noted otherwise. Refer to drawl ngs 166A-Z for standard plate positions. I Alpine, a division of 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 fat l ore to bAAId the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, 1 .1� AN Irweohnanvv Installo 011 A bracing Of tBuiIdi. 9 " TOT. LD. 42.0 PSF SEON- 34076 rooppoorinl on 11 ty drawl y or cover reBpage 11001 ng thl s drawl ng, I ndi Cates acceptance of profsssl ohs/ engl neer/ng 19 C.7R IS Y gn shown. The Sul tab'I Ity and use of this drawl ng for any structure Is the Qt 8351 Roma Circle respmsl b1 I I ty of the Boll dl ng Deal goer per ANSI/TPI 1 Sec.2. DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformatl on see thi s j ob•s general notes page and these web sl tea: 'MN W.CNS' FROM BB ALPINE: wal TPI: wwx.tpinst.erg: sTCA: www.sbcindustry.con: ICC. www.iccsafe.org SPACI NG 24.0" J RE F- 1 VPZ7 1 75201 wan., Renews:12/31/2017 (0416154—PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Flee -- VERIFY VERIFY, OR - A) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd 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 MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead Ioad is 1.50. 4 1.-- R=-39 Rw=19 U=29 11 +9-7-13 0-11-5 .00000011111111111111111111111111111111111111 1 r/ If R=7 :::0:21 --2-6-0 >c 1-10-3—y-.• 1-11-4 Over 3 Supports I- I R=426 U=43 W=5.5" RL=25 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:9 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-:118 "WARM NGI`w READ AND FOLLOW ALL NOTES ON THIS DRAWI RG! ; n $Ca I e =. 5"/Ft. 1 825 N 4th Ave,Cornelius OR 97113 "I IPORTANf" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS e TC L L 25.0 PSF Trusses regul re extreme are In fabricating, handling, shl �� o4, 1. the latest etlitlon of aCSic(But ltli C PPing, I^stalling and bracing. Refer to and tllnw REF - R7175 91492 to performing these functions. InstalIe Component s of Ortemporary bracing per OCA ess noted attach=e, ��..� 1 4859�"Y ' 10.0 PSF DATE 04/20/1 6 properly attached structural sheathing and bottom chard shall have a roper) attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bract ng nstal l ed per SCSI /016k .417 �0�� II ' sect)ons aa, a/or Bto, as Opal)cable n C USR7 16 1044 II 1 the Joint Dotal Is, unless noted otherwlseplRefer tto drawing face truss and position as shown above and o L W r BC DL 7 0 PSF DRW A 1 75 1 1 gs Z for standard plate post ti ons. drawl ng, any failure°t ITW Bul!di b IIId the"trusspIn conformancents Group I"with ANSI/TPI b1 rsponsl handl for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMR4NY I nstai I at on&brad ng of trusses. or for handling, hl ppi ng, AAeseal on thls drawl ng or cover pope I I stI ng this drawl I ndl totes acceptance of professl anal engl noel ng 'f apl " TOT. LD. 42.0 PSF SEAN- 33929 pawl DI I 1 tY sol el y for the design shown. The nal taei'�i ty and use of this crawl ng for any structure Is the 9/ C,7.19 Q 8351 Rovana Circle response a l I ty of the Bull dl ng Deal goer per ANSI/TPI 1 See 2. Vre s�tt,,Q OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see the s J ob•s general notes -•�W.Cjpr ALPINE: www.al pi nal tw.Com; TPI: www.to'nst. Page and these web sites: �A: www sb industry cony www.,cesafe org SPACING 24.0" JREF- 1 VPZ7175Z01 aonowa•19/41/91117 (0416154—PARR LUMBER—HI LLSBORO —Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR — Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 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. I oad 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 l oad i s 1.50. R=84 U=6 4 N _410-3-13 1-17-5 0...M...11 R=14 Rw=28 U=22 9'0-0 2X4(A1) --2-6-0 >ic 1-11-4 >i< 2-0-7-- 1 3-10-3 Over 3 Supports R=435 U=34 W=5.5" RL=35 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. 118R04. Y:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••I NPORTAN°•• FURNISH THIS own NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. TC L L 25.0 PSF Trusses require extreme care in fabricating, handling, shi pp!ng, I nstal 11 ng and bracing. Refer to and fol lnw REF R7175- 91493 the latest etli[i on of BCCI (Building Component Safety Informatl on, by TPI and WrCA) for safety 4� 4; - /� t. to performing these fnnctinna. Installer==hall provide temporary brad praeoinea prior TC DL 1 0.0 PSF DATE 04/20/16 top chord shall have Y g per SCSI. Unless noted therwi se, r — properly attached structural sheath)ng and bottom chord shall have a properly attached riegitl ce;l l ng. Locations shown for permanent lateral restral nt of webs shall have brat;ng installed per BCCI /144,01 W _.i DL 'W IJO��I �J I I sAl tl ons ea, eT or Bto, as app) cab)e. Apply pi ates to each fame of tines and pnsi tl on as shown above and on BC 7.0 PSF DRW CAUSR7175 16111045 A the Jolnt oetalls, unless notetl otherwise. Refer[o drawings 160A-Z for s[andartl plate posl tl ons. drawln9; anY'fa; a Bdl he�rus pin conformancenwltM1M1ANSI/TPIb,rorpforiM1antllinganshtleving, tion from th;s BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY i nstal l au nn&brat)ng of truses. . A seal on tills Afar) e. g v r.aan:I nI I I tr sol.l yDtw costar deal 1 0`n"'e':°I i��i tyntlm n::a`°t�i s tln`r.°wi Profess)one) ental na.fl ng 9/ .4.0 7,19� Q(`" TOT. LD. 42.0 PSF 8351 Rovana circle fasRanslelllty of the auIIAINg eDesl olgfllef per ANSI The nal t sea t. ng for any structure 1:the QFRON- 33931 Sacramento,CA 95828 ��'4M CNA DUR. FAC. 1. 15 FROM BB For more Information see this J ob.s general notes page and these web sites: Renews:12/31/2017 SPACI NG 24.0'i JREF- 1VPZ7175Z01 ALPINE: www.al p;neitw.coTPI: www.tpinetorg: rTCA: www.sbcindustry.corn; ICC: www.iccsafe.org rn; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - A2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, 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. Ioad 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. R=147 U=12 • 4 r— 11 4_10-11-13 2-3-5 mol- N R=92 U=11 ® 9-0-0 I 2X4(A1) 1<--2-6-0 >i< 1-11-4 -1< 4-0-7 :1 lac 5-10-3 Over 3 Supports >1 R=438 U=33 W=5.5" RL=46 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%D(0%)/4(0) 16.01.00. 1BRO:N4. TY:6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components Oregon (503)357-1118 ""WARNI NGI""READ AND FOLLOW'ALL NOTES ON THIS DRAWING! 825 N4th ponent ofCorneliuOregs OR 97113 re extreme» FURNISH THIS DRAWING TO ALL ppi ng, INCLUDING THE INSTALefer ee��C�'� r '1A� TC LL 25.0 PSF REF R7175- 91494 Trusses requl re extreme care I n fabrl Carl ng, handling, stet ppi ng, installing and bracing. Refer to and Fol l ow //��w:�Jl�sthe latest tlition of SCSI (eulIdinq Component Safety Information, by TPI and'MCA) For safety practices prlor V 1 46559 � • TC DL -\ to perform'ng these functions. Installers snal I provide temporary bract ng per SCSI. Unless noted otherwise. 1 0.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheath'ng and bottom chard shall have a properly attached riegltl ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bract ng installetl per BC51 All 'L0,[Iw 'I ' t ti ams ea, eT or e1o, a ate' °thcabe. e. R plates dr each face o£tows=and pos'ti to po shown above and anI BC DL 7.0 PSF DRW CAUSR7175 16111046 II I v I the lot nt Betel Is, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions. ei I Al pine, a di vi sl on of ITS NA I ding Components Group Inc. hall not be responsi bl a for any deviation from thi s e:' -., BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW COMPANY drawl ng, any failure to but I d the truss I n conformance with ANSI/TPI 1, or for handl I ng, shi ppi ng, PANY Instal l ail on 5 bracing of trusses. See A a.aI on Lola drawl ng or cover pegs Iiatllg Lola dr.w y 9 �fC,��t919 1r TOT. LD. 42.0 PSF SEON- 33933 respond bl I I ty sol el y for the design shown. The sul tab''I I tyand use of acceptance ds rawlf g for any s uct re I s t \\\:„...,........ � QQ8351 Rovana Circlerespmsl b111 ty of tha Buttal ng Desi Qler per AN51/Tpl 1 See,Z. ^a Y structure Ia thasacraRleRto,cA 9sRz84'4NW,CA' DUR. FAC. 1. 15 FROM BB For more tons :is Jobs general notes page and these web sites: ALPINE: www.al pi meltw.corn; TPI: www.tpinst.org; WTCA: www.sbcindustry.con; ICC: www.1ccsafe.org Renews:1213112017 SPACI NG 24.0" JREF— 1VPZ7175Z01 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - A4) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 4 I-- R=52 U=3 11 4_9-7-13 Er.. 0-11-5 1 ` 9-0-0 • R=29 2X4(A1) 0-0-12 0-2-9 1-11-4 Over 3 Supports R=83 W=4.75" Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.��E . ..OF QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-0118 **WARN,NM**READ AND Foca ALL NOTES ON THIS DRAWING! 1 825N4th Ave,CotneliusOR97113 *'IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF 87175- 91495 Trusses regui re extreme care In fabricating, handl Ing, shi ppl ng, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices pri or e� TC DL � �.�. to performing these Functions Installers shall provide temporary bratl ng per BC51 Unless noted othe wise. '�. 14659 9 1 0.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r 7. rlagid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS, BC DL 7.0 PSF AP O�� I s tl ons 83, BT or 810 as applicable. Apply plates to each face of truss and position as shown above and on t DRW CAUSR7175 16111047 L I he Jol nt 0etalls, unless noted other iso. Refer to drawl ngs 160A-Z for standard plate post ti ons. I ' Al pi ne, a di vi sl on of I TW Bui I di ng Compones Group Inc. shat I not be responsi bi a for any devil an nn from tills BC LL 0.0 PSF CA-ENG CWC/CWC AN ITR drawl ng, any fal Iure to build the truss In conformance wl th ANSI/TPI 1, or for handl Ing, shi Aping, COMPANY I nstal I at,on R bract ng o£trusses. %:"•M ee«I on tMW tlreel09 or rover peps IIcR109 thio drool0?. l dIeOt.e'.eo ptenae of pronesl0001 eng,noering ,9 'FC 19 9 ..res " TOT. LD. 42.0 PSF SEAN- 33935 eponelbllity solely 1b the deel:n sheen. Tho soltablflty erld use of this drool for any Otreeture Ic the Op/ 7� 8351 RovanaCvcle ponalblI Ity of the Bel Iding Des!gner per ANSI/TPI 1 See.2. /` Q� DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nf°rmati on see this ob.s /Ow r GNAFROM BB ALPI NE: www.al pi mel tw.nom; Tpl: www.t Inst. general notes page and these web slimes: org, WIC, �'ntlestry m: ICC. afe.nrg SPACI NG 24.0" JREF- 1VPZ7175Z01 Rnnou,e•17/I1/2n17 (0416154—PARR LUMBER—HI LLSBORO —Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR — A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n 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 I RC-12 secti on 301.5. Wind loads and reacti ons based on MWFRS wi th additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=102 U=8 4 F-- i2 4_10-3-13 1 1-7-5 LM.—j111111.1.011111111111111111111111111111111111111111111111111111111 4_9-0-U 2X4(A1).---- R=74 U=2 4 L_-1-11-4 >l< 2-0-7- ->J -3-10-3 Over 3 Supports- R=124 upportsR=124 RL=21 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI—2007(STD) FT/RT=2%(0%)/4(0) 16.01.00. 4 ..•t .,-op •TY:2 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI s•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,OfOreCornelius 012 97113 "I IraRTANr.. FURNISH THIS DRAWING TO ALL CONTRACTORS,NCLUDI NO THE INSTALLERS. TC LL 25.0 PSF Trusses requl re extreme care In fabricating, handl ing, sill ppl ng, instal 11 ng and bracing. Refer to and follow REF R7175— 91496 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices pr;or '� o performing these functi ons ,nstal I ars shat l provi de temporary brad ng per RCS!. Unless noted othe w;se, /4 S- 14859��p TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r- /4111114 rigld ceiling. Locatl ons shown far permanent lateral restral nt of webs shall have bracing Installed per BCSI AP r, ._F—J0 N I 1 Te s tl ons 83, B7 or BM as appl i cabl e. Apply PI ates to each face of truss and post ti on as shown above and on I BC DL 7.0 PSF DRW CAUSR7175 16111048 1 [ohe Joint Details, unless noted otherwise. Refer to drawings 160A-3 for standard plate pos;LI ons. I Al pi ne, a di vi sl on of I TW Sul I di rg Components Group Inc. shall not be responsi bl a for any deviation from thi s BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW COMPANY awl ng, II ataon fat I ure to ng of trusses. truss n conformance with ANSI/TPI 1, or for handling, shl I ng, • s s pP A seal on this drawl t9 or cover page Il sting this drawl ng, Indlcotes tees or profess! mai i �fC ,199 Q�fv TOT. LD. 42.0 PSF SEON- 33937 rWsponslelIlly solely for the design shown. The eSltab!lit ensu of ' p / Q 8351 Rovana Circle reaponsl DI I I ty or the Dui I a1 ng poll goer per ANSI/TN t sec.Z, ae f till s drew ng for any structure is nOhe 7 Sacramento,CA 95828 SrZgH w•C�P DUR. FAC. 1. 15 FROM BB For more Information see this Job's general notes page and these web sl tee: SPACI NG ALPINE: www.al pi net tw.coo TPI: www.tpi nst.org; WICA: www.sbcindustry.co, ICC: ww.iccsafe.erg Renews:12/31/2017 24.0" JREF— 1VPZ7175Z01 w THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - A6) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC 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. R=156 U=12 4 1--- �� 4_1113 2-3-5 L-" 2X4(A1)= R=163 11=9 L-1-11-4 >1< 4-0-7 ,I 5-10-3 Over 3 Supports R=124 RL=32 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. D18ROFf Y: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon 503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES DN TNI s DRAWING! rAgiterilir"'-' 825N4thAve,Comehu n 503113 ^ItroRrANr• BURNISH THIS 1RIWTNG Td ALL CONrRACTpRS INCL DING 7HE INSTALLERS. " , TC LL 25.0 PSF REF R7175- 91497 Trusses regal re extreme care In fear!cat!ng, handl l ng, shipping, Install! and bracing. Refer to and follow the latest edition of BCSI (Bull di ng Component Safety Informed on, a TPI C I�to performing these functions. Install ars shall ide tem r are NSCSI foU safety tedch res pre, 146./9 • -top chord shall have properly attached struc[uralprov porary bracing per BCSI. Unless noted ntherwiMe, r. DL 10 0 PSF DATE 04/20/16 sheathing and bottom chord shall have a properly attached rigid cel I Ing. Locate ons shown for permanent I ateral restraint of webs shat l have Creel ng Installed per BCSI g e BC DL 7.0 PSF DRW CAUSR7175 16111049 All II n sAl ti ons B3, B)or B10, as applicable. Apply plates to each face of truss and position as shown above and on II L=1 I , the Joint Details, unless rwtetl otherwl se. Refer to drawings 16oA-Z for standartl plate positions. pine, a dlvlMinn of I W Bnildl g Components Group In Mhall not be res'ponMlble for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any f failure to bulId the truss In conformance with ANSI/TPI 1, or for handl I ng, shipping, % AN ITWCOMR4NY Installat;nn a bracing of trusses. 9 TO.7,AO Q t TOT. LD. 42.0 PSF SEAN- 33939 A seal on MI s drawl ng or cover page!I stl ng thl s drawl n? I nal Cotes acceptance of profess!onsl engl neerl ng 4S Q responsl bl l l ty solely for the design shown. The sal tab! Ity and use of this drawl Dg for any structure Is the gNW.OW DUB. FAC. 1. 15 FROM BB 8351 Aovana Circle respmsl bl I 1 ty of the EU!d1 ng Desi goer par Nal/TPI 7 See.Z. Sacramento,CA 95828 For more 1 nformati on see thl s j ob•s general notes page and these web sites: Renews:1 283 1/201 7 SPACING 24.0" J REF- 1 VPZ7175ZO1 ALPI NE: www,al pi mel tw.con; TPI: nnro e.i nst.ore: WTCA: min,Marl ndustry.com; ICC: www.I ccsafe.ore CLR Reis - orcing Ye -nicer S , bs Li LL, Lion T-Reinforcernent This detail is to be used when a Continuous Lateral Restraint (CLR) Or is specified on a truss design but an alternative web T-Reinf, L RelnfOrCeflent reinforcement method is desired, or L-Reinf, ,� ,` Apply to either side of web narrow face, ,, Attach with 10d (0,128"x3,0",min) nails , at 6' o,c, Reinforcing member is , Notes: a minimum 80% of web , member length. , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement, , Alternative reinforcement specified in chart below may be conservative, • g� gC For minimum alternative reinforcement, re-run design with appropriate \ reinforcement type. T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf. Scab Reinforcement 2x3 or 2x4 1 row 2x4 1-2x4 Apply l scab<s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. ill 2x6 1 row 2x4 1 2x6 Attach with 10d (0,128"x3,0",min) nails 2x6 12 rows 2x6 12 2x4(31() at 6" o.c. Reinforcing member is a minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 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, (310 Center scab on wide face of web. Apply (1) scab to each I face of web. Ilim tD PRO, ...WARNING...READ AND FOLLOW ALL NOTES ON THIS DING I r� OOIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL PSF REF CLR Subst. Trusses in fabricating,handling, shipping,installing and bracing. Refer to and Q.� ��+ require extreme 1 VVV O 111 • TC follow the latest edition fcBCSI (Building Component Safety Information, by TPI and SBCA) for safety �"; DL PSF -\\v practices prior to performing these functions. Installers shall provide temporary bracing per BCSL DATE 10/01/14 Unless noted otherwise, top chord shot have property attached structural sheathing and bottom chord 1 _ hall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs + -� BC DL PSF DRWG BRCLBSUB1014 nI I �� shall have bracing installed per BCSI sections 93, B7 or BIO, as applicable. Apply plates to each face BC I ALJ i)-gg of truss and position as shown above and on the Joint Details, unless noted otherwise. LL / �J Refer to drawings 160A-Z for standard plate positions, 1. PSF- AN ITW COMPANY Alpine,a division of ITS'Building Components Group Inc. shall not be responsible for any deviation from •'7""u . q 'r this drawing, y failure to build the truss In conformance with qNS]/TPI 1, or for handling, shipping, j�X99 A*;4 T❑T, LD, PSF installation &bracing of trusse �` engineering onA seal this drawing or cover page listing this drawing,indicates acceptance of professional g responsibility solely for the design shown. The suitability and use of this drawing Y for any structure is the responsibility of the Building Designer �'��' �� DUR, FAC, 13389 Lakefront Drive per ANSI/TPI I Sec.2, Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renews:12131/2017 ALPINE, www,nlpineitw,comi TPI, www.tpinst,orgi SBCA' www.sbcindustry,orgi ICC, www.lccsafe.org SPACING X - i9 Frame Setai( s W4X4, Min. B Hip Frame W 24° :�� ll C mon W1,5X3 I I Typ, II 'MINIMMIN: Trusses Typ I :• ',I r �:;+10„�10 � I Stepped Hip 1.��+10I�II0111 '■ System Trusses 2x4 Chords 2x4 Purlins --/I' . ■�'i+1�1/1SIOli•d1e��_■ All Setback E _ .-Ti 101111111�',-I, #1 Hip _____ ....,j.,....., ....,,,,. ..._____._ �, ik. , 1 MIIMMI MEINIE EMOI -,Chord Area Pitched and Sheathed Hip Frame / B Bottom Chord W3X4, Mni , - Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with 2-10d (0,148"x3") Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") _iagerAllinails @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of / Hip Frame jacks to maintain pitch continuity, Section B -B Hip frame lumber is SPF, So, Pine, HF, ' or DFL Standard, Stud grade, or better, �--j 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, Stepped Hip Setback 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 purlins. —WARNING*.READ AND FOLLOW ALL NOTES ON THIS DRAWING! tQfcD PROFf wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �S 'Nil CD REF HIP FRAME Trusses require extreme care in fabricating,handling,shipping, installing and bracing. Refer- to and R � follow the latest edition of SCSI (Building Component Safety Information, by TPI and SOCA)for safety 4659�� practices prior to performing these functl¢ns. Installers shall provide temporary bracing per HCSI. CIC r DATE 10/01/14 Unless noted otherwise, top chord shall have properly att sch ld structurol sheathing and battam chard _ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs � . 11RWG HIPFRAME1014 l Nrte— shall have bracing tansies per- CS! sections B3,H7 or 010,a applicable. Apply plates to each face �J of truss and position howl above and on the Joint Details, unless noted otherwise. �J I_� Refer to drawings 160A-2 for standard plate positions. w.. AN ITW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from w ' C J Ni this drawing, any failure to build the truss In conformance with ANSI/TPI I, or for handling, shipping, 9/ ' C'•'g� (� installations drawing,, bracing of to sse buil � A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional sn kit engineering responsibility solely for the design shown. The suitability and use of this drawing v�'�DV W. a 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPIe I Sec,2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. Renews:12/31/2017 ALPINE, wwwalpineltw.coml TPI www.tpinst.arg, SBCAr www.sbclndustry.orgl ICG www.iccsafe.org