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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 VPZ7175Z0920105140 Truss Fabricator: Truss Components of Oregon Job Identification: 0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERIFY, op PROP Model Code: I RC %�� � Truss Criteria: I RC2012/TPI-2007(STD) c. 14859 F�� Engineering Software: Alpine proprietary truss analysis software. Version 16.01. C r- Truss Design Loads: Roof - 42 PSF @ 1.15 Duration • Floor - N/A ' 'r' Wind - 120 MPH (ASCE 7-10-Closed) ,D, -fe 7,V9b9 V Notes: s-BMW.GT"" 1. Determination as to the suitability of these truss components for the Renews:12131/2017 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-HI PFRAME- Submitted by CWC 10:50:00 04-20-2016 Reviewer: CWC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 91903--FG 16111110 04/20/16 39 91941--BG 16111147 04/20/16 2 91904--F 16111108 04/20/16 40 91942--B 16111139 04/20/16 3 91905--F1 16111109 04/20/16 41 91943--B1 16111148 04/20/16 4 91906--F2 16111111 04/20/16 42 91944--B2 16111149 04/20/16 5 91907--F3 16111112 04/20/16 43 91945--B2G 16111150 04/20/16 6 91908--F4 16111113 04/20/16 44 91946--H 16111151 04/20/16 7 91909--F5 16111140 04/20/16 45 91947--QG 16111152 04/20/16 8 91910--F6 16111114 04/20/16 46 91948--CG 16111153 04/20/16 9 91911--F7 16111115 04/20/16 47 91949--C 16111154 04/20/16 10 91912--G5 16111116 04/20/16 48 91950--C1 16111155 04/20/16 11 91913--G4 16111117 04/20/16 49 91951--DG 16111156 04/20/16 12 91914--G3 16111118 04/20/16 50 91952--D 16111157 04/20/16 13 91915--G2 16111119 04/20/16 51 91953--D1 16111158 04/20/16 14 91916--G1 16111120 04/20/16 52 91954--E 16111159 04/20/16 15 91917--G 16111121 04/20/16 53 91955--E1 16111160 04/20/16 16 91918--GG 16111122 04/20/16 54 91956--E2 16111161 04/20/16 17 91919--MG 16111123 04/20/16 55 91957--E3 16111162 04/20/16 18 91920--M 16111124 04/20/16 56 91958--EG 16111163 04/20/16 19 91921--M1 16111125 04/20/16 57 91959--A 16111164 04/20/16 20 91922--M2 16111126 04/20/16 58 91960--A1 16111165 04/20/16 21 91923--M3 16111127 04/20/16 59 91961--A3 16111166 04/20/16 22 91924--OG 16111128 04/20/16 60 91962--A4 16111167 04/20/16 23 91925--0 16111129 04/20/16 61 91963--A5 16111168 04/20/16 24 91926--01 16111130 04/20/16 62 91964--A2 16111169 04/20/16 25 91927--02 16111131 04/20/16 63 91965--R1 16111170 04/20/16 26 91928--03 16111132 04/20/16 64 91966--R2 16111171 04/20/16 27 91929--FT1 16111133 04/20/16 65 91967--R3 16111172 04/20/16 28 91930--FT2 16111134 04/20/16 29 91931--FT3 16111135 04/20/16 30 91932--FT4 16111136 04/20/16 31 91933--LG 16111137 04/20/16 32 91934--JG 16111138 04/20/16 33 91935--KG 16111141 04/20/16 34 91936--IG 16111142 04/20/16 35 91937--I 16111143 04/20/16 36 91938--NG 16111144 04/20/16 37 91939--PG 16111145 04/20/16 38 91940--P 16111146 04/20/16 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 124Th std heel -- VERIFY VERT FY, OR - FG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L 2400f-2.OE Ti: 2x4 HF #2: Special loads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15 Webs 2x4 HF Std/Stud :W2, W4, W10 2x4 HF #2: TC- From 71 plf at 0.00 to 71 plf at 1.94 :W12 2x4 HF #1&Bet.: TC- From 36 plf at 1.94 to 36 plf at 27.83 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 p1f at 0.00 to 7 plf at 27.83 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 ssf, wi nd BC .0- 32. 00 I b 0,16. 0,18d at 2.00, 4.00, 4.00, 8.00 DL=4.2 psf. P 10.00,12.00,14.00,16.00,18.00,20.00,22.00,24.00,26.00 End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC e 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load i s 1.50. [ 4] W5X5 1.75 R 1.75 [ 8] W4X8 2.00 R 1.75 [19] W4X12 S 1.75 [20] W4X5 1.75 R 1.25 [21] W6X8 3.00 L 2.00 3X5= 6X10= 4 4X8= 3X5= 1.5X4111 4X5[20]= 5X10= T1 0 In 1- ON 2-3-15 W4 1 2-10-4 2-11-11 _4_9-0-0 _L 5X5[4]= 4X8[8]= 4X8- H0612= 5X7(R)\\\ 6X8[21]= 4X5111 4X5111 4X12[19]_ 11- 5-0-6 ` 5-2-2 5-2-2 5-2-2 5-3-14 1-11- 5-2-2 5-0-6 �I� 1-11-4 5-2-2 5-2-2 + 5-3-14 II- ,I, 25-10-12 J 1< 27-10-0 Over 2 Supports R=2656 U=24 R=2616 U=24 W=3.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. I ITY:1 OR/-/1/-/-/R/- Scale =. 2511/Ft. _ Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL No7ES ON 7615 DRAWING! , 17I OFF 825N4th Ave,Cornelius Ok97113 •.IMPORTANT•• FURNISH THISwwnNGTOALLCONTRACTORSINCLUDINGTHEINSTALLERs TC LL 25.0 PSF REF R7175- 91903 Trusses regal re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the Iatest di ti on of SCSI (Building Component Safety Infnrmatlon, by TPI and VITA)for safety practices prior .„,, 14659�-7- TC DL 10.0 PSF DATE 04/20/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unl essonoted otherwise, r p 411164 [op chord shall have properly attached structural sheath)ng and bottom chord shall have a proper!y attached rigid ce;l;ng. Locations shown for permanent lateral restraint of webs shall have brae;ngi o=ral l ed per BCSI T. sections B3, B7 or B10, as applicable. Apply plates to each face of truss ,, BC DL [� ��,�N I and poll t;on as shown above and on � F 7.0 PSF DRW CAUSR7175 16111110 II I the Joint Details, unless noted otherwise. Refer to drawings 160q-Z for standard plate posl tl ons. I Alpine, a d;a;s;on of ITV Building Components Tropp Inc- shall not be responsible for any devlatIon 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 handl Ing, shipping, a e' AN IrweoMF4NY instauat;nn R bracing of trusses. 9� pit 1g89 400 TOT. LD. 42.0 PSF f!.::::,.21:1'14, seal en this drawl ng er cover pegs listing thin drawlnp Indicates aeaeyyt.nu a}pro}eeelonal eegineerl SEON- 34361 reaponsl bl I 1 ty sol el y lbr the deal ge shown. Tree Sul tab)I I ty and usa of thl s drawl eg for any structure I s the wQ 8351 Rovana Circle respond bl l l ty o}the Balding Deal gler per ANSI/TPI 1 See.2. Sr'gN w•C.r DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s j ob.s general notes page and these web s;tea: SPACI NG 24.0" JREF-- 1 VPZ7 1 7 5209 ALPINE: www.alpineltw.com; TPI: www.tp;nst.org, WrCA_ www.sbci ndustry.com; ICC. www.Icosafe.org Renews:12/31/2017 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W10 2x4 DF-L Std/Stud: DL=4.2 psf. End verticals not exposed to wi nd pressure. Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member In lieu of structuralpanels usedesi gn. OC. purlins to brace all flat TC 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHI FT BITE [ 4] W3X5 2.25 R 1.25 [ 8] W3X5 2.00 R 1.25 [19] W4X5 2.00 L 1.25 4X8= 3X5= 3X5= 1. 5X4 Ill 3X5= 5X7= 4 I— 4 4X5 ' III 1.5X4 III ... W10 2-3-15 3-2-10NM 3-7-11 Fil +9-0-0 3X5 Ill 3X5[4]= 3X5[8]= 3X7= 3X5= 4X5[19] 3X5(R) III LI' 3-11-4 L 5-7-0 > 'I` 5-8-12 + 5-7-0 -11--31 3-11-4 5-7-0 1 5-8-12 5-8-12 6-10-4 I, 3-11-4 .j_ 22-7-8 `I1,3J 27-10-0 Over 2 Supports R=1200 R=1314 W=3.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. �.s+t,p1eflo, Y: 1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "'WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FORM SH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLFJLS. 5REF R7175- 91904 - Trusses require extreme care In fabri Carl ng, handling, shi ppl ng, Installing and bracing. Refer to and follow /"d �+ a V the latest edition of SCSI (Building Component Safety I nformatl on, by Tel and WTCA)for safety practices prior p --- r- to Performing these funcil ons. Installers shall Provide temporary bracing per BCSI. Unl essnotetl otherwise. 6 4 59 TC DL 10 0 PSF DATE 04/20/16 . 416 top chord shall have properly attached structural sheathing and bottom chord shall have a proper!y attached rl gid ns I ng. or ons shown for permanent lateral o each nt of fobs shat have bract ng instal led per BCS/ _.J BC DL 7.0 PSF DRW CAUSR7175 16111108 ,4 1 O`� ! sections 63, . or 810 as applicable Apply plates to each face o£truss and position as shown above and on II L J I! the Jol nt Oetai l s, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. Al pi ne, a dl vi si on of ITV/Bui I dl ng Components Group Inc. shall not be respond bl a for any devi ati on from this w,:' -'e BC LL 0.0 PSF CA-ENG PBC/CWC drawing, any fel lure to build the truss In conformance with ANSI/TPI 1, or for handling, shi ppin AN ITW COMPANY instal 1 at on A brace ng of trusses. g• 9 V reseal nlnty carie 0ef'orr the cover 'gn I1st'shownn9 thi,he smallon tab! ,tIodiny and toe of actitceptance of professir yOcci •0091 eersfine 9� ,FC T'198 Q� TOT. LD. 42.0 PSF SEON- 34363 8351 Rovana Circle responsi bl l l ty of the Bul l die Desi goer per ANSI/TPI 1 Sec.z. r14NW,GHQ' DOR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sl tes: Renews:12/3182017 SPACI NG 24.0'l J REF- 1 VPZ7175 Z09 ALPI NE: www.al pl net tw.cony TPI: .tpi not.erg, WTCA: www d m:sbndestry.CoI cc: www.i ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - Fl) 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 :W4, W6, W8 2x4 HF #2: DL=4.2 psf. End verticals not exposed to wi nd pressure. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member desi gn. In Iieu of structural panel s use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. Truss desi gned for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 1.25 R 1.25 [14] W3X10 S 1.25 [18] W3X5 2.25 L 1.25 [21] W2X4 S 2.50 4X8= 5X7= 3X5= 1.5X4 III , 4 a — .. 0 4X5 4X5ss 0. W4 W6 WB / —,— 3-2-10 4-3-11 2-3-15 • s m ' m ! = I} g 9-0-0 _L _L > 3X5111 3X5[4]= 3X5= 3X5= 3X10[14]= 3X5[18]-=-- 2X4[21] III 5-11-4 >I< 6-1-15 6-1-15 >I< 6-3-11 6-3-11 T 6-1-15 6-1-15 I 3-3-4 I. 5-11-4 _I, 18-7-8 _1_ 3-3-4 ,J l< 27-10-0 Over 2 Supports R=1184 R=1208 W=3.5" RL=23 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon ((503)357-2118 ••WARNING'••READ AND FOLLOW ALL NOTES ON TRIS DRAWING! .G01 aOFF REF R7175- 91905 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS I NGLUDING THE I NSTALLERS. �` TC LL 25.0 PSF Trusses regal re extreme care in fabricating, handling, shipping, Installing and bract ng. Refer to and f�low L-�. TC DL 10.0 PSF DATE 04/20/1 6 the latest edi ties of BCSI are fining Component Safety Information, by TPI are'MCA)for safety practices !or >, to performing these fundi ons. Installers shall provide temporary bratl ng per BCSI. Unless noted otherwise, �/ 14659 465 9 top chord shall have properly attached structural sheath!ng and bottom chord shall have a proper! attached ri gid cel I I ng. LocB ons shown for permanent I atonal rostral nt of webs shat I have bracing I nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111109 ,411 L� sections 83, B/or B10. as app!lcab!e. Apply plates to each face of truss and posttlon as shown above and on i (' JI the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.O PSF CA-ENG PBC/CWC I Al pi ne, a dI vi sl on of 11W Bui I di ng Components Group Inc. shat I not be respond bl a for any devl ati on from thi s drawl ng, any fat I ure to but I d the truss I n conformance ng,th ANSI/TPI 1, or for handling, shi ppl ng, �'='-•s' aci ng of trusses. AN ITWI.AMPANY A s seal EllhiN drrrlwl09 r over ppage IIdesi gn SIstiing tMIs dul awlRI1tymil G and tars oaf epta cdea.f p ofesTor a�al ongi`maring 9/ ,4C•7.19$9 ek•• TOT.LD. 42.0 PSF SEAN- 34366 8351 RovanaCircle respondbinty of the Uwnding Designer per ANSI/TPI 1 Sec.2. �Nilw•C��'� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more nformati on see this Job's general notes page and these web 51tes: ��''//W` V•• SPACI NG 24.0" JREF- 1VPZ7175Z09 ALP'NE: www.al pi nelltw.con TPI: www.tpl nst.org; WTCA: www.sbci ndustry.corn: ICC: www.I ccsafe.org RPnaw¢•12/11/21117 I (0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERI FY VERIFY, OR - F2) THI S 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W5, W7, W9, W10, W11 2x4 HF #2: DL=4.2 psf. Left end verti cal not exposed to wi nd pressure. Wi nd I oads and reacti ons based on MWFRS with additional C&C member In Iieu 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 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 SHI FT BITE [ 3] W3X5 1.75 R 2.50 [ 4] W3X5 S 1.25 [13] W3X7 2.00 R 1.25 [17] W4X5 S 1.25 1.5X4 III W9 5X7= 1. 5X4111 1012---- 3X5[4] 0123X5[4] a 441 —,— W5Si 11111111r- 1. 5X4M T11-10-0 T 8X10--5X5( 2 = 4 11 2-3-15 W11 2-10-0 I LI mm mil 10 a +9-0-0 _L 3X5(R)[3] III 3X5= 3X5= 4X5(R)[17] III 3X7[13]= 1. 5X4111 L2-0-0>j 3-11-10 7 9-8 3-11-10 �I� 7-3-17 5-82 T 773518 '1l� 7-81 3-9-12380 7-11-4 ,I, 14-7-8 5-5-4 24-4-0 —I` 3-8-0 ›. 28-0-0 Over 2 Supports R=1179 R=1354 U=3 W=5.5" RL=43/-32 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0n QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-'-118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 110.1 •°4 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•• FORM SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` P REF R 717 5- 91906 Trusses requl re extreme care In fabricating, handling, shipping, Installing and bract ng. Refer to and follow the Iatest edition of BCSI (Building Component Safety Information, by TPI and'AICA)for safety practices prior ti F�' TC DL 1 0.0 PSF DATE 04/20/16 n to perform)ng these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, 14659 '9 top chord shall proper' bottom chord shall have a properly attached Q rigid cel li ng. Locations shown for permanent lateral restral nt of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111111 Ail O`� e tions B3, BT or B10 as applicable. Apply plates to each face of truss and position as shown above and on N 1 it L J I the Joint petal l s, unless noted otherwl se. Refer to drawings 160A,for standard plate positions. I Alpine, a di vlsi on of ITW Builtli ng Components Group Inc. shall not be responsible for any devi atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance wl th ANSI/TPI 1, or for handling, shl ppl ng, •: �� AN Irweonnlxwr Instanail nn A bracing of trusses. TOT. LD. 42.0 PSF SEAN 34370 • Arespa'nzl Z.I 1 is drawl ng or CRVar papa I I stl ng tM s drew)ng, 1 MI Gtas aeeeptenea Df profess)anal enpl Marl np /� QFC T,,l'� (`�v y sol el y for t1,a des)Rn shown, Tho suI tab)I I ty aM use of t l a drool ng far ely atr,latoro In the $b IS OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl blllty of the Bulldl ng Desi goer per ANSI/TPI 1 SBC.2. 1� Sacramento,CA 95828 For more i nformat,on see tht s)ob•o general notes-page and these web sl tes: r'�NW,��� ALPINE: www.al pineitw.com: TPI: mow tpinst.org; WTCA: www.sbci ndustry corn: ICC wow iccsafe org SPACING 24.0" J REF- 1 VPZ7 1 75209 Ranawe•19(11!9017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F3) Top chord 2x4 HF #2 (I) - plates so marked were sized using 0% Fabrication Bot chord 2x4 HF #2 Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: Tolerance. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC desi gn. DL=4.2 psf. Cal cul ated hori zontal defl ecti on i s 0.25" due to I i ve I oad and 0.26" Left end vertical not exposed to wind pressure. due to dead Ioad. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IRC-12 secti on 301.5. Deflection meets L/360 live and L/240 total Ioad. 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 [ 2] W2X4 S 2.50 [ 4] W4X8 S 1.25 [ 5] W3X12 4.50 L 1.25 [10] W3X5 S 1.25 [11] W3X5 S 1.25 [19] W3X7 2.00 R 1.25 3X5[10] 4X8= 1. 5X4 III 5X7= T 4 § 4 3X12[5] 4X5 5-7-11 ,��f — — lik.; 11-10-0 I ,Apir 6 SS0514(13X5[11]= 4X8= 1. 5X4 III 4X5(A2) 2-3-15 2-10-0 3X7[19] 9-0-0 2X4[2] III 4X8[4]= 1. 5X4111 Lc2-0-0>I 2-10-8 �` 2-1118 1V 34--131--08 -ic55-35--182 '` 5535-18 7-3-8 9-11-4 5-10-0 1` J, 10-7-8 22-2-0 'I, 7-5-4 '< 28-0-0 Over 2 Supports R=1179 R=1354 U=2 W=5.5" RL=51/-40 • Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI^READ AND FOLLOW ALL NOTES ON THIS DRAWING! S./..0 •OFF TC LL 25.0 PSF REF R7175- 91907 825 N 4th Ave,Cornelius OR 97113 •'111PORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS t NCLUDI NG THE INSTALLERS. Trusses regui re extreme care In fabrl cats ng, handl log, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prior e� 1 0.0 PSF DATE 04/20/16 to performs ng these functions. InstalIers stealI provide temporary bracing per BCSI. Unless noted otherwi se, mks 14659 46 5 9 7 TC DL ,Aiihh top chord hall have properly attached structural Sheathing and bottom chord shall have a properly attached J �' BC DL rigid cell l ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 7.0 PSF DRW CAU5R7175 16111112 idAIOMie ,4 �� 1 sections B3, B7 or B10, as applicable. Apply plates to each face of trussandposition as shown above and on 1 A fl o the Joint Details, unless noted otherwise. Refer to drawings":-tz far s andard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pine, a dl vi sl on of I Tw Bui I di rg Components Group Inc. shat not be ror for baa for any devl ng,on From thi s drawl ng, any fail urn to build the truss i n conformance wl th ANSI/TPI 1, or handl ng, shl poi ng, e,•, -e, AN ITWCOMWWY installation a bracing of trusses. TOT. LD. 42.0 PSF SEAN- 34372 A seal on this drawl ng or Cover pegs II stl ng tilla drawl ng, Indi utas acceptance of professi oral anal near) ^ g panel bl l l ty sol el y for the deal gn shown. The sul tabl l ty and Me of thl a drawl ng for any structure I snthe �/AA ,e`'7,19� 8351 Rovalla Cinle respond bill ty of,the Bull ding Desl Roar per ANSI/TPI 1 Sec.2. V�' QQ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this job's general nates page and mese web Sl'les: /qN w•OUA SPACING 24.Q" JREF- 1VPZ7175ZO9 ALPINE: waw.al pl ilei tw.can; TPI: www.tai nst.org; WTCA: www.sbcl ndustry.tom; ICC: www.I ccsafe.org Ropoww:12,2112017 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to Bot chord 2x4 HF #2 :B2 2x4 DF-L #2: scaled pl ate plot detai I s for speci al positioning requi rements. Webs 2x4 HF Std/Stud :W4, W6, W9 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Left end vertical not exposed to wind pressure. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Calculated horizontal deflection is 0.26" due to live load and 0.25" due to dead load. Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 4] W4X8 S 1.25 [ 5] W3X12 4.25 L 1.25 [10] W4X5 S 1.25 [11] W4X5 S 1.25 6X6= 5X7= 4 — �� 1.5X4 4X5[10] 3X12[5]%- — a Timm mama 6-3-11 4X5 W4la 11-10-0 I H0612(**)(I) 624X5[11]= 4X5= 3X7= 4X5(A2)= 2-3-15 W6 2-10-0 3X5111 4X8[4]= 1.5X4111 • 9-0-0 Lc2-o-0,J 2 2-10-8 >I< 2-1118 56--31--08 _J` 66--171--80 s _ 4-3-12 9 3-85-1-8 11-11-4 c 5-10-0 I— moi— 6-7-822-2 O J 9-5-4 28-0-0 Over 2 Supports R=1218 R=1406 W=5.5" RL=60/-49 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .,.. n. QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "'WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! .c° RF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I gPORTAN.• SUNNI SH Till s PRAM NB TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. REF R7175- 91 908 Trusses require extreme care In fabrl cat!ng, handl log, shipping, Installing and bract ng. Refer to and follow the latest edition of BCS' (Building Component Safety Information, by TPI and WTCA) for safety practices prier 14659 'Y • TC DL 1 0.0 PSF DATE 04/20/1 6 n to Performing these functions. Installers shall Proud de temporary bracing per SCSI. Unless noted otherwise. Ce top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r ri gid cel I i ng. Locatl ons shown for permanent I ateral restrai nt of webs shall have bract ng!nstal I ed per BCSI . ,, BC DL 7.0 PSF DRW CAUSR7175 16111113 ,4 L �� sections B3, 67 or 810, as applicable. Apply plates to each face of truss and post t on as shown above and on II : the Joint OetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate pose n ons. BC LL 0.0 PSF CA ENG CWC/CWC tlAawll pi ng, a division of ITW Bei l dl ngComponentsGroup Inc. shall not be responsible for any deviation from this ,, 9, any Tal l ure to build the truss I n conformance wi-In ANSI/TPI 1, or for handling, shi poi ng, �' AN ITW COMR4NY !nstal I at!on A bract ng of trusses. �/ . A feel on tnls drawl ng or Cover peg.II St 19 this drawl ng, Indlcotes00gin..ring ,19 ZfC 7.10 Qw., TOT. LD. 42.0 PSF SEAN- 34376 acceptance dr of g for a one' ,e� respond blllty solely for the tlesl gn shown. me fol tab'llty and use of this drawl ng for any structure Is the /y DUR. FAC. 1. 15 FROM BB 8351 ROvana Cycle respond 1311)ty or the Sul ldl ng Des'gner per ANSI/TPI 1 Sec.2. NN w.^ftp Sacramento,CA 95828 For more informer!on see this jobs general notes page and these web sites: �1i: X20 SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPI NE www.al pi mei tw.corn: TPI: www.tpi nst.org; WTCA: www.sbci ndustry.coin; ICC: www.I ccsafe.org Renews:12/31/2017 (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet. : Negative reaction(s) of -510# MAX. (See below) from a non-wind Ioad Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located scaled plate(pl otedetaui il spforeci as l eci alosi l posi ni tti oni ngrrequi rements. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC p p p p g q DL=4.2 psf. Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member Cal cul ated horizontal deflection i s 0.13" due to I i ve I oad and 0.12" desi gn. due to dead load. (a) Continuous lateral restraint equally spaced on member. I n Iieu of structural panel s use purlins to brace all flat TC w 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive 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. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W4X8 S 1.25 [ 8] W4X5 1.75 L 2.00 5X5= 5X5= 3X5----:"-- 3X5% a;s sz 1. 5X4 III 3X5 4X8[7]% � ., 4 6-11-11 ae r � ? ' Kea - c, 11-10-0 4 W2 W4 H0514(**)(I 2-10-05X12= 3X5= 1. 5X4111 4X5(A2)_ +9-0-0 4X5(A2)= 4X5[8] 1.5X4 III 1"2 c oI< 6-0-0 �I< 28-0-0 >12'e Q1 I 6-3-1414 'I` 5-6-2 „r 4-2-6 7- -2 67-1_84-0-10 2-7-8 5-3-12 'f` 6-1-8 2-11-0 5-2-0 19-11-42-7-8 11-10-0 -I' J I- 11-5-4 22-2-0 34-0-0 Over 3 Supports R=-510 U=187 W=5.5" R=1334 W=5.5" RL=100/-80 R=2657 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gau•e HS,Wave FT/RT=2%D(0%D)/4(0) 16.01.00. i.fS 41RRW 'TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLON ALL NOTES ON THIS ORAWI NG! 825N4th Ave,Cornelius 0 97113 INPORrANr•• FURNISH THIS aunxD To ALL CONTRACTORS IxcLuoixs TAE INSTALLERS. � V TC LL 25.0 PSF REF R7175- 91909 Trusses regui re extreme care In fabrl cat ng, handling, she poi ng, Installing and bract ng. Refer to and fol l Ow t• the latest edition of BCSI (Building Component Safety Information, by TPI a.aTCA) for safety practices prior Ct. 1 46 59 '9 TC DL 1 0.0 PSF DATE 04/20/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, ` _. .. r top chord shall have properly attached structural sheath).and bottom chard shall have a properly attached rigid cel ling. Location shown for permanent Iateral restraint of webs shatI have brace ng Installed per BCSI • ' 1/ a BC DL 7.0 PSF DRW CAUSR7175 16111140 ,4 O`� I sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on — II L J I the Joint Detalis, unless notetl otherwise. Refer t0 tlrawings 160A-Z for standard plate pnsltlon5,, BC LL I Alpine, a division of ITN Building Components Group Inc. shall not be responsiblnor! for any deviation from this .;_. -.� 0.0 PSF CA-ENG CWC/CWC drawing, any fal l core to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, v _ AN Irw COMPANY Intal Belon a bracing of truwoRe p. 9 'FC 7 1969 9 TOT. LD. 42.0 PSF SEAN- 34379 A seal on the s drawl ng or Cover page 1 1 stl!!0 the s drool Ip, I ndl cotes acceptance of profess!onal engl Merl ng Q respone)bill ty sol ely for the design shote. The sue tabl II ty and use of this drool ng for any structure Is the FROM BB 8351 Rovana Circle renpansl Bill ty or the&d!di ng Designer per ANSI/FPI 1 Sec.2. rigN r .C1r►Q► DU R. FAC. 1. 15 Sacramento,CA 95828 For more 1nformati on see then Job's general notes page and these web si tis: ALPI NF: www.al pi mel tw.cony TPI:www.tpi not.erg: WTCA: www.sbci ndustry.eon: I CC: www.i ccsafe.erg Renews:12/31/2017 SPACI NG 24.0" J REF- 1 VPZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F6) 1 Top chord 2x4 HF #2 :T1 2x4 HF #1&Bet. : Negative reaction(s) of -350# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requi res uplift connecti on. Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous I ateral restraint equal I y spaced on member. 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. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 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. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 7] W4X8 S 1.25 [ 8] W4X5 2.25 L 1.75 , 3X5% 5X5= 3X5 3X5 1.5X4 III , 4X8[7]% 4 7-4-15 W 4 3X5= 1. 5X4111 2-10-0 4X5(A2) _ —11.(a) 3X7= 1 9-0-0 3X5(A1)= 4X5[8]= 1.5X4 III 5X14= 1.2-0-01 6-0-0 �1< 28-0-0 oioj lac 6-3-14 6-3-14 5-4-6 5-6-2 ,L 4-10-4 9_5_0 4-8-8 5-11-10 5-11-10 I 6-9-6 6-9-6 21-3-0 J, 12-9-0 11-10-0 —I— 22-2-0 34-0-0 Over 3 Supports R=-350 U=190 W=5.5" R=1168 W=5.5" RL=106/-86 R=2376 W=5.5" Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p1pkp0 TY:4 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-1118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS ORM NGI � TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••1 tPW ORTANr•• FNI SN TI'S ORM NG TO ALL CONTRACTORS I NCLIAI NG THE I NSTALLERS. , REF R7175- 91910 Trusses regui re extreme care In fabrl call ng, handling, shl ppi ng, installing and bracing. Refer to and follow the latest edlLIon of BCSI (Building Component safety information, by TPI and wTCA)for safety practices prior 4,.. 14659 9 TC DL 1 0.0 PSF DATE 04/20/16 to performing these functions. I natal I ars shall provide temporary bracing per BCSI Unless noted otherwise, ` C top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d eel l i ng. Locatl ons shown for permanent lateral restral nt of webs shall have bract ng Installed per BCSI ■ BC DL 7.0 PSF DRW CAUSR7175 16111114 ,4 1 sections 83, 87 or BOO, as applicable. Apply plates to each face of truss and posltl on as shown above and on LO f I the Joint Octal Is, unless noted otherwise Refer to drawings 160A-Z for standard plate post tl ons. I \v' i A, ,ne a d,,,;�;on nf,Tt en„d, BC LL 0.0 PSF CA-ENG CWC/CWC p rg Components Group Inc. shat not be rorfori bl a for any dept ati on frwn this e;;i -• drawing, any failure to builtl the truss In conformance with ANSI 1, or for M1andling, shipping, AN ITwCOMP4NY Installation&bracing of trusses. 9 'ee 7.10 Q� TOT. LD. 42.0 PSF SEAN- 34381 . A seal on this drawl ng or cover peps listing this drawl Inds cotes acceptance of profess)ons1 *nal peering responsi bin ty sal ely far the des'gn show,. The Sul tab!ng, and use of this drawing for any structure Is the sr40/1U CHAS DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rosponsl bl I I ty of the Bul I dl ng Des'peer per ANSI/TPI 1 Set.2. Sacramento,CA 95828 For more informatl on see this j ob•s general notes page and theseweb sltee: ALPINE: www,al pl net tw,corn; TPI: www.tpl est,org: wTCAA: www.sbci ndustry.corn; I eC: wwwi ccsafe.org Renews:1213112017 SPAC I NG 24.0” J REF— 1 VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wl ndwood 1247A std heel -- VERI FY VERI FY, OR - F7) 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 :W2 2x4 HF #2: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member Cal cul ated hori zontal deft ecti on i s 0.18" due to I i ve I oad and 0.18" desi gn. due to dead I oad. 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. 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-- -- -,- 3X5,.._ X5=3X5 3X5 1.5X4 lil4 3X10--0- 4 7-4-15 /gym- W2 III � 0 - 11-10-0 6X8= 3X5= 1.5X4 III 3-3-15 4X5(A2) 2-10-0 3X7 9-0-0 3X5(R) III 1. 5X4 III L2-0-0J I- 2-0-0 4-10-4 9-5-0 4-8-8 >I< 5-11-10 5-11-10 ''I.` 6-9-6 12-3-0 2-10-0-I - J 12-9-0 22-2-0 25-0-0 Over 2 Supports R=1050 W=5.5" R=1227 W=5.5" RL=63/-60 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p18ROFF Y:5 OR/-/1/-/-/R/- Scale =. 25"/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 MPORTANr•• FURNISH Txl s DRAWING To ALL CONTRACTORS l NCLUDI NG THE INSTALLERS. ��'`� e TC L L 25.0 PSF REF R7175- 91911 Trusses require extreme care in fabricating, handling, shipping, Installing antl bracing. Refer to and follow V,,//''_ the latest edition of BCSI (Building component safety Information, by TPI and WTCA)for safety practices prior 1 4659 9 TC DL 10.0 PSF DATE 04/20/16 T. to performing these fundi ons. Installers shall prowl de temporary bracing per BCS1. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,! BC DL ri gl d cel I I ng. Locati ons shown for permanent 1 ateral rostral nt of webs shat I have bract ng I nstal I ed per BCSI 7.0 PSF DRW CAUSR7175 16111115 ,4 r O`� II sections 83, B3 or 810, as appl lobi e. Apply plates to each face of truss and position as shown above and on II L J the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL I Al pl ne, a dl vi sl on of I TW Bui I di ng Components Group Inc. shall not be respond bl a for any devi ati on from thl s •. .-+ 0.0 PSF CA-ENG CWC/CWC 1 drawing, any fol lure to but I the truss In conformance IRI th ANSI/TPI 1, or for handling, shi polng, AN ITW COMPANY Ansent on this drawl nR.brad g or cover of page I Intl 9 '4.C.7,1g�9‘‘01 4.1/1W TOT. LD. 42.0 PSF $EQN- 34413 respond bl I I ty sol el ter the eesl ng ilii a drawl ng, I NI oleo acceptance of Orofgal oMl slgl Merl ng � A y en Shope The aBltalallty and Co.of this drawl ng for any structure la the /�Nw•`.�Qa` DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl II ty of the Dui I dl ng Oast IIMr per ANSI ITPI t Sot.2. Sacramento,CA 95828 For more I nformati on see thl s j ob.s general notes page and these web sI tes: ALPINE: www.a1 pi neI tw.can; TPI: www.tpl nst.org. WI-CA: www.sbcl ndustry.com; ICC: www.i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VPZ7175Z09 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G5) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf. Left end verti cal not exposed to wi nd pressure. Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. Cal cul ated hori zontal defl ecti on i s 0.20" due to I i ve I oad and 0.18" due to dead load. In Iieu of structural panels use purlins to brace alI fl at TC W 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X5-- t X5=t 3X5% 2 5 3X5 1.5X4 Q a 3X10 a 6-11-11_ �� 1isi 0 ...1 -0 6X8= 1 5X12= 3X5= 1. 5X4111 4X5(A2) 3-3-15 2-10-0 i I I 0 .. 9-0-0 1.5X4 III �I 3X5(R) III 2-8-4 4-2-6 4-0-10 2-7-8 5-3-12 6-1-8 2-10-0 7-11-8 2-11-0 5-2-0 6-1-8 10-11-4 _I_ 2-7-8 I, 11-5-4 2-10-0 —I 22-2-0 25-0-0 Over 2 Supports R=1149 W=5.5" R=1155 W=5.5" RL=46/-48 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 =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAM NG! ,t�,R _Flc TC LL 25.0 PSF REF R7175 91912 825 N 4th Ave,Cornelius O 97113 "1 NPo2TANr'• FIIRNI SH Till S DRAM'NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. I otos regoi re extreme BCS c re I n fabricating, nand) ng, shi ppi ng, Instal l i ng andfor ng. Refer to and follow F�e• TC DL 10.0 PSF DATE 04/20/16 the latest etli ti on of recti (BUIldi ng Component Safety Information, by TPI and WTCA) For safety practices prior e.� 1e to performing these functions. Installers shall provide temporary bract ng per BCS!. Unless noted otherwise, v 48 59 411111 top chord shall have properly attached structural sheatnl ng and bottom chord shall have a properly attached r rl gi d cei i ng. Locatl ons shown for permanent ateral rescrai ret of webs shat I have brad ng i nstal I ed per RCS! BC DL 7.0 PSF DRW CAUSR7175 16111116 ,4 L B N1 sections 83, 8T or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on the Joint Detail, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC : Al pi ne, a di vi si on of I TIN Bui I dl ng Components Group Inc. shat 1 not be rorfori bl a for any devl ati on from this . drawl ng, any failure to build the truss in conformance vel th ANSI/TPI 1, or for handling, shi poi ng, AN ITW COMPANY InstailatIon R bracing of trusses. a f ey ' TOT. LD. 42.0 PSF SEQN- 34415 A seal on till s drawl ng or cover pegs 11st'ng this drawl ng, I ndl utss acceptance of profess!onai engi near'ng 9 0]t%9 respond Id I I ty sol sly for the deal gn sloven. The vel tab!'1 ty and use oft I a drivel ng for any structure I s the /(ry... W.G.1 DUR. FAC. 1. 15 FROM BB 8351 ROvana Circle respond bi 1 I ty of the Dui 1 a1 ng Des!goer per ANSI RPI 1 See.2. Sacramento,CA 95828 For more information see this;ob.s general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi mel tw.comm TPI: www.Sweat rest.org; aTCA: www.sbci ndustry.comm ICC: wwwi ccsafe.org Renews:72/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - G4) 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 :W2, W7 2x4 HF #2: DL=4.2 psf. Left end vertical not exposed to wi nd pressure. Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member Cal cul ated hori zontal deflection i s 0.16" due to I i ve I oad and 0.17" desi gn. due to dead load. I n Iieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7= 5X7= 3X5% 41- 1.5X4 4 3X10 i 6-3-11 W2 EN �_ 11-10-0 4X12= 3X5= 3X5= 3X7= 3-3-15 4X5(A2) 2-10-0 r r 1 0 9-0-0 1.5X4 III 3X5(R) III Fc 2-8-40 ' 5 11-8 6-7-8 -1 4-3-12 5-1-8 6-11-0 9-3-8 '1 8-11-4 6-7-8 2-10-0 9-5-4 22-2-0 25-0-0 Over 2 Supports R=1062 W=5.5" RL=38/-39 R=1081 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! ;Ot.1 •QEF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•111PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 91913 Trusses requl re extreme care In fabrl cat'ng, handl log, shipping, installing and bract ng. Refer to and follow the latest edition of BCSI (eul!di ng Component Safety Information, by TPI and WTCA)for safety practices prier Calms TC DL 1 0.0 PSF DATE 04/20/16 T. to performing these Nncti ons. Insfallers shall prowl de temporary bracing per BCSI. Unless notes ernerwi se, 14659�7 ' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r191d ceiling. Locations shown for permanent lateral restraint of webs shalI have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111117 ,4 �� sections 03. B7 or 010, as appl Icable. Apply plates to each face of truss and position as shown above and on III the lel nt Details, unless noted otherwise. Refer to drawl ngs 1b0A-Z for standard plate post ti ons. I Alpine, 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 drawl ng, any fai I ure to but I d the truss i n conformance wl th ANSI/TPI 1, or for handl I ng, shl ppl ng, •::I ,.e,. AN ITW COMPANY i nstal I at1 on w brace ng of trusses. A 00.1 on Ohio drawl ng or town papa Ilsting rola drawl ng, ilsllores acceptance of proraaslOoI w 9 " TOT. LD. 42.0 PSF SEAN- 34417 past bill ty solely for the Aesl gn shown. The Sul tam I I ty eV neer'ng 9 E. 't'g� responsl billtof the Boll di and use of this drawl ng for any structure Is the /_A p FROM BB 8351 Rovana Circle y ng Designer per ANSI/FPI 1 See.2. Vl'1uWr G��QQ OUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformafi on see tbi s j ob•s general notes page and these web sites: NeW Vp ALPI NE: www.al pi mei tw.eom, TPI, w .tpl nst.org; NTCA: www.sbci ndustry.come ICC, www.i«safe org SPACI NG 24.0" J REF- 1 VPZ7175ZQ9 w, Renew,10171(21117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G3) 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 Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member des'gn. Cal cul ated horizontal deflection i s 0.16" due to I i ve I oad and 0.17" due to dead load. In Iieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 3X5---% 5X5= 1.5X4 III 5X7= 4 — —14 2 & 3X10% 411111111" TA 5-7-11 W2 = 0 Ir __11-10-0 4X12= 3X5= 3X5= 1. 5X4111 3-3-15 3X7---- 4X5(A2) 2-10-0 / r 1.5X4 III -9 0-0 3X5(R) Ill T 7-5-4 2-180-0 T 3 11-8 T 5-5-82 >I< 55-5-8 Ir 7-3-8 6-11-4 ,I_ 10-7-8 ,L 7-5-4 2-10-0 —1` 22-2-0 ' 25-0-0 Over 2 Supports R=1057 W=5.5" R=1070 W=5.5" RL=30/-31 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FDLLALL NOTES ON THIS DRAWING! 0,0 ' rOF�C TC LL 25.0 PSF REF R71 75- 91914 825 N 4th Ave,Cornelius OR 97113 **l�RTANT•* FURNISH THIS DRAWING TOO ALL CONTRACTORS INCLUDING 1HE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, InstalIing and bracing. Refer to and follow the latest edition Of (Building Component Safety Informy ation, by TPI and*TCA) for safety practices prior ke TC DL 1 0.0 PSF DATE 04/20/16 to performi ng these functi nctl ons. I natal I ens shat I provi de temporary brae!ng per°CSI Unless noted otherwise, ,„,„_..h. 14659 'Q top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attached ` ri gid cel I I ng. or el ens shown for permanent I ateral eachi nt of webs shat I have braai ng Instal I ed per°CSI BC DL 7.0 PSF DRW CAUSR7175 16111118 r• sections 83, B7 or 1310, as applicable. Apply plates to face of truss and position as shown above and on T.' 1 A 11 I 1^ I I the Joint Beta!Is, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate positions BC LL 0.0 PSF CA-ENG CWC/CWC IU, I \VI I Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. she!1 not be responsl bl a for any devi ati on from thi s drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, • -•' SEON- 34419 AN ITW COMPANY installation A brad ng of trusses. V TOT. LD. 42.0 PSF A seal on this drawing or cover page 11 stn ng this drawl ng, I ndi setas acceptance of professional ergi neeri np 'fC 9911 responel bl I I ty sol sly for the deal gn shorn. The sun tab!I l ty and use of this drawing for any structure Is the 94„ 7,1 �/ 8351 Rovana Circle responsl bill ty or the But I di ng Desi goer per ANSI/TPI 1 Sec.2. r�q4 Wr GUAQ� DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this)ob•s general notes page and these web st tea: n PP ALPI NE: www.al pi Tel tor.coTPI: www.tui nst.ore: wTCCA: www.sbci ndustry.con: I CC. www.I ccsafe.org SPACING 24.Q" J REF- 1 VPZ71 75209 n: Ronewc:12'211201' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DL=4.2 psf. End verticals not exposed to wi nd pressure. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member In Iieu of structural panels use purlins to brace alI flat TC @ 24" desi gn. 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. 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 [ 3] W2X4 S 2.50 [12] W3X7 S 1.25 [20] W2X4 S 2.50 5X7= 1.5X4 III 5X7= --I4 4 — i 3X5 3X5 i W4 Alt 4-11-11 3-3-15 3-2-10 i ft Nis Li 1 me 9-0-0 i 1 2X4[3] III 3X5= 3X5= 3X7[12]= = 3X5 2X4[20] III 4-11-4 ,j 7-3-12 7-3-12 I` 4-11-4 �I 7-3-12 'i< 5-3-4 7-3-12 5-3-4 4-11-4 ,I. 14-7-8 5-3-4 --.f 24-10-0 Over 2 Supports >1 R=1056 W=5.5" R=1056 W=3.5" RL=21/-22 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00, . ,' QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWI NG! �� D QRF 825N4th Ave,CorneltusOR97113 ••I FURNISH THIS ORM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'tTC LL 25.0 PSF REF R7175- 91915 Trusses regal re extreme care in fabri call ng, handling, shl ppl ng, Installing and bracig. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by Tel and erCA) for safety practices prior w4 1 46 59`'S' ` TC DL 1 0.0 PSF DATE 04/20/16 r• to performing these functi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, fw top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` rigid celling. Locations shown for permanent lateral restral nt of webs shall have bracing Installed per SCSI 7.0 PSF EI 1 sections Ba, BT or 810, as applicable. Apply plates to each face of truss and position as shown above and o ,�,i-- BC DL DRW CAUSR7175 16111119 ■II I ) F I the Jol n[Detals, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. n II 1 I Alpine, a division of ITR Bull di ng Components Croup Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fat l are to build the truss In conformance with ANSI/WI 1, or for handling, shi ppl ng, •'' •�' AN ITW COMPANY I natal I at on a bract ng of trusses. A seal on till.drawl ng Sr cover page I1st!ng tills drawl ng, Indlutss acceptance of profeewlaal .nglwoofI p �A "e B9 " TOT. LD. 42.0 PSF SEAN 34411 response bl l l ty solely for the des!gn short,. The Sul tabs e I ty and use of this drawl ng for any structure Is the 9/V C,T,i9 �+ 8351 Rpvana Circle respanslm my or the Bun al ng Deal filter per ANSI/TPI t see.z. r/ANwt�.We' DUR. FAC. 1. 15 FROM BB Sacrament,CA 95828 For more informati on see mis jobs general notes page and mese web sites: SPACI NG 24.0" JREF- 1VPZ7175ZO9 ALPINE: www.al pi net tw.can; TPI: www.tpi net.ori; WTCA: www.sbci ndust ry.Com; ICC www.iccsafe.ori Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL=4.2 psf. End verticals not exposed to wi nd pressure. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member desi gn. I n Iieu of structural panel s use purlins to brace alI flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, JI PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHI FT BITE [ 3] W2X4 S 2.50 [ 4] W3X5 S 1.25 [17] W3X5 S 1.25 [21] W2X4 S 2.50 3X5(R) \\\ 5X5= 3X5= 1. 5X4 III 5X5= 4 , -- a El- lit . 0 3-3-15 T 4-3-11 3-2-10 2X4[3] III 3X5[4]= 5X7= 3X10= 3X5[17]= P ^ 9-0-0 _L 2X4[21] III Lc 2-11-4 6-1-15 2-11-4 • 6-1-15 'I` 6-3-11 6-3-11 T 6-1-15 6-1-15 I 3-3-4 L- 2-11-4,J_ 18-7-8 ,J, 3-3-4 J 24-10-0 Over 2 Supports R=1079 W=5.5" R=1066 W=3.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p1itiRo) TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "'WARM NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWII NG! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I WpORTANr'• FORM SH Till s DRAst NG TO ALL CONTRACTORS I NCLUO1 NG THE INSTALLERS. `Ca'C "��� REF R7175- 91916 Trusses require extreme care In fabricating, handling, shipping, Installing antl bracing. Refer to and follow C'Y�s- the latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prior w 14659 "Q r TC DL 10.0 0 PSF DATE 04/20/16 to perform)ng these Functions. I nsfal era sM1al I prowl de temporary bract ng per Bcsl unl esspnAtea Atnerwl se, CAUSR7175 16 1120 top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attached ri gid cel I I ng. Locati ons shown for permanent I ateral Te=tra)nt of webs shat I have bract ng I o=ral I ed per BGSI ‘,440111M" BC DL 7.0 PSF DRW 11 L ecti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o �i/�fl E I ; the nt Details, unless noted otherwi se. Refer to drawl ngs 160A_�for standard pl ate pose ti ons BC LL 0.0 PSF CA ENG CWC/CWC I I I AI pl ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be rorfori IA a for any devi ati on from thl s e drawl ng, any fol lure to build the truss in conformance wl th ANSI/TPI 1, or for handl l ng, shi ppl ng, `we. _ AN IrwCOMIIANY Installation&bracing of trusses. 9 'fQ 7,00 14' TOT. LD. 42.0 PSF SEAN- 34409 . A=seal on this drawl ng or cover pegs 1 I et!ng thl s drawl I not Cates tenon of profess)Anal engl Mari ng — respoo=lel I l ty sol el ay for the dee)l g shown. The em tabi'ei ty and use of t I a drew ng for any structure Is the 4117 NO`,��Q OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respensl IN I 1 ty of the cul I dl ng Deal goer per ANSI rtpl t sec.z. Sacramento,CA 95828 For more I nformati on see this t ob•s general notes page and these web sites, ALPI NE: wao al pi nei tw.con; TP1: www,tpi nst.org; WTCA: wow.sbci ndustry.cop, I CC: www.I ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" JREF- 1 VPZ7175Z09 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL=4.2 psf. End verticals not exposed to wi nd pressure. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member desi gn. Left cantilever i s exposed to wi nd In lieu of structural panel s use purlins to brace all fl at TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, factor for dead load i s 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X5 2.00 L 1.25 [10] W3X10 S 1.25 [15] W3X5 S 1.25 1.5X4 III 3X3= 3X5[5]= 3X5= 1.5X4 III 3X5= 5X7= 4 T ❑ H C _ T W8 3-6-2 W4 W6 3-2-10 3-7-11 iI\ woo mwil °9 9-0-0 1. 5X4111 3X5= 3X10[10]= 3X5= 3X5(R) III Lc 2' >I 3X5[15] i7-1-157-1-15.. 2-2-12i 7-1-15 1 7-1-15 I 7-0-3-7 . 41 IL 3- L 23-6-12 \11,3\'411 24-10-0 Over 2 Supports R=1153 U=23 W=5.5" R=960 W=3.5" Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. eD . ..TY: 1 OR/—/1/—/—/R/— Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI a, READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! ��� REF R7175 91917 825 N 4th Ave,Cornelius OR 97113 •.1 WTAN ORr" FURNISH TNI S MAYO NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. ... - TC L L 2 5.0 PSF Trusses regal re extreme care In fabricating, handling, shi ppl ng, Installing and bracing. Refer to and follow the latest edi tl on of SCSI (Bull di ng Component Safety Information, by TPI and WrCA) for safety practices ph or to performing these functions Installers hall provide temporarybracin14659 TC DL 0.0 PSF DATE 04/20/1 6 g per aCSI. enleps noted attachise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� 'Q 1 rigid cel I i no. Locatl ons shown for permanent I ateral restral nt of webs shall have bracing installed per BCSI e Ta sections B3, 87 or MO, as applICable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF CAUSR7175 16111121 DRW Ail/,1[l olH I� I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC I l �l Al pine, a di vi si on of I TW Bui I dl no Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s a. drawl ng, any fol l are to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation s bracing of trusses. 9 'irc T ott% Q€ TOT. LD. 42.0 PSF SEAN- 34406 A seal on this drawl np or cover papa I I stl ng this drawl ng, 1 nl cotes acceptance of professional enol near) reepmsiblIIty solely far the deelpn shown. The sultablllty and use of tis drewng for any structure Isnthe ,S��N�r G�AQ DUR. FAC. 1. 15 FROM BB 8351 Rovana C'vcle respmsi bl I I ty of the pal I dl ng Dasa goer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information a this Job's general notes page and these web si hes: SPACING 24.0" JREF— 1VPZ7175Z09 ALAI NE: waw.al pI mel tw.corn: TPI: www.tpl nst.ore; WTCA: www.sbcl ndustry.cam; ICC, www.I ccsafe.org Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - GG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W4, W10 2x4 HF #2: TC- From 35 plf at 0.00 to 35 plf at 24.83 BC- From 7 plf at 0.00 to 7 plf at 24.83 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 309.20 Ib Conc. Load at 1.00, 3.00, 5.00, 7.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC 9.00,11.00,13.00,15.00,17.00,19.00,21.00,23.00 DL=4.2 psf. Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be i nstal I ed as shown wi th top chord up. JT PLATE LATERAL CHORD The TC of this truss shall be braced with attached spans at 24" OC in No SIZE SHIFT BITE lieu of structural sheathing. [ 4] W3X5 2.75 R 1.25 [ 5] W4X8 S 1.25 [ 6] W4X8 2.00 R 2.00 [ 7] W3X5 S 1.25 [16] W3X5 S 1.25 [17] W5X7 2.25 L 2.25 X12=1 3X3= 4X8[5]= 3X5[7]= 3X5= 1. 5X4111 3X5[16]= 4X12 -- 1 ° inm ° 1 2-11-11 W4 2-11-11 n\.- 1 I I 1 1 iii C� +9-0-0 1 . 1. 5X4 111 3X5[4]= 4X8[6]-- 4X8= H0508= 5X7[17]= 4X5111 L-2-0-0 -1 5-7-6 i1 2-1-0 5 7-6 1.` 5-7-6 5-7-6 'I-` 5-7-6 : 2 5-7-6 1< 24-10-0 Over 2 Supports R=2662 U=25 W=5.5" R=2093 U=19 W=3.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.E p18ROpF Y: 1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components Ave, orneegon (503)357-2118 „IRT ;WARNING'SH TM D AND To ALLOW LNoTEs ON THIS coNIMCTORS INCLUDING THE INSTALLERS. �`�i TC LL 25.0 PSF REF R7175- 91918 825 N 4th Av,Cornelius OR 97113 Trusses i re extreme care i n fabri call n handl i read yng, shipping, Installing and;rfor s etyepraC and fp low 14659 '9 TC DL 10.0 PSF DATE 04/20/16 the latest edition of BCSI (Buiming Component handl Informatl on, by TPI and WFCA for g. Re tines for to performing these functions. Installers shall provide temporary bracing per BCSI. Ilnl ess noted otherwise,ddibl top chord shat l have properly attached structural sheathing and bottom chord shat l have a properly attached 1 BC DL 7.0 PSF DRW CAUSR7175 16111122 rigid cel l I ng. Locations shown for permanent lateral estral nt of webs shall have bracing Installed per BCSI FYI T. ectl ons B3, B/or B10, as applicable. Apply plates to each face of truss and position as shown above and o � the Joint Details, unless noted otherwise. Refer to drawls 160A-Z for standard late tions. f=1 ��N ' ha p any n e. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a di vi sl on of ITN Builtli ng Components Group Inc. shall not be responsible for any deviation from this v drawl ng, any fai I ure to bui I d the truss I n conformance wI til ANSI/TPI 1, or for handl I ng, sill ppl ng, 7t t9 9 Qom.. TOT. LD. 42.0 PSF SEON- 34386 AN ITW COMPANY I nstal 1 ati on a brace ng of trusses. yy ' lc iD rrespolnl on l l ty sol ng Or the cover e listing sown. tThessul tool drawing, I tynand fuses of till acceptance nf g for any struuctu e I s'the r Q► 8351 Rovana Circle response bl l l ty of the Rue l di ng Designer per ANSI TIPI 1 ISIec.2. '4N W.CIN DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informatl on see this jobs general notes page and these web si fes: Renews:1213712017 SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi nei-be.can: TPI: www.tpl nst.org; WFCA: www.sbci ndustry.nom: Inc. ,ww.I ccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - MG) Botp chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQUIRED I e Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 1 Row @ 9.50" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 p f at -2.00 to 71 p f at 7.94 Use equal spaci ng between rows and stagger nails TC- From 71 p f at 7.94 to 71 p f at 20.06 in each row to avoid splitting. TC- From 36 p f at 20.06 to 36 p f at 24.06 4" o.c. spaci ng of nails perpendicular and parallel to TC- From 71 p f at 24.06 to 71 p f at 34.00 grai n requi red i n area over bearings greater than 4" BC- From 4pfat -2.00 to 4pfat 0.00 BC- From 14 p f at 0.00 to 14 p f at 20.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 p f at 20.06 to 7 p f at 32.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 p f at 32.00 to 4 p f at 34.00 DL=4.2 psf. TC- 783.47 Ib Conc. Load at 24.11 BC- 2096.22 Ib Conc. Load at 20.06 Wind loads and reactions based on MWFRS. BC- 309.20 Ib Conc. Load at 22.00,24.00 BC- 113.96 Ib Conc. Load at 26.00 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 107.08 I b Conc. Load at 28.00 OC. BC- 100.50 I b Conc. Load at 30.00 Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SI ZE SHI FT BI TE [11] W3X10 3.50 L 1.25 [17] W5X7 2.25 R 2.50 [21] W2X4 S 2.25 5X7= 1. 5X4111 3X5= 1.5X4111 6X6= 4r 4 I 411114111111 -.4111111111111111111rillir- 2-11-11 u Ill efl 9-0-0 3X10(A1) 1.5X4111 3X10[11]= H0508= 5X7[17]= 2X4[21] III 4X12(A7R) 1. 2,.3.1 1...E.21.1 7-11-4 ___� 4-0-0 < 4-0-12 J_ 4-0-12 ›...04-0-0 D.< 7-11-4 7-11-4 4-0-0 8-1-8 4-0-0 7-11-4 L 7-11-4 J_ 16-1-8 J, 7-11-4 -J k 32-0-0 Over 2 Supports R=2636 U=20 W=5.5" R=3981 U=24 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0`� 7i. QTY:QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 91919 825 N 4th Ave,Cornelius OR 97113 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Tresses require extreme care In fabricating, handling, shipping, metalling and bracing. Refer to and fellow . F�• TC DL 1 0.0 PSF DATE 04/20/16 the latest edition of SCSI (But l di ng Component Safety Informed on, by TPI and WIC/) for safety practices pr;or to perform;ng these font)ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, re 14659 9 top chord shall have properly attached structural sheathi ng and bottom chord shall have a proper) attached rigid cel l l no. Locations shown for permanent lateral restraint of webs shall have brat;ng installed per SCSI 7.Q PSF DRW CAUSR7175 16111123 Ta sections 83, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on ty( A[1 l Lo)J f� I 1 , the mint Details, unless noted atherwl se. Refer to drawl ngs 160A,for standard pl ate posi tl ens BC LL 0.0 PSF CA ENG CWC/CWC u �! Alpine, a division of ITW Bui ldirg Components Group Inc. shall not be responsible for any deviation from this drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, "' a' AN ITWCOMR>NY Installail on A bracing of tresses. % ' TOT. LD. 42.0 PSF SEAN- 34394 . A seal on thl s drawl ng or cover page I I sti ng thl s drawl I ndl Utes acceptance of protocol anal engl neer)ng a wFC 7t" responel IA II ty solely for the deal gn shorn. The sal tabid ty and use of thl s drawing for any structure Is the �Si`��w"Cm Sacramento, DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I 1 ty of the Elul I ding Desl gler per ANSI/TPI 1 See.2. sBeea,neotD,CA9se2s War ore Infnrmatinn see .tpIns.s general notes page and these web sites. SPACI NG 24.0" JREF- 1VPZ7175ZO9 ALPINE: www.al pi mel tw.tom: TPI: www.tui net.org; WTCA: www.sbci ndust ry.tom: ICC: www.i @@safe.org Renews:1213112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - M) 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 Webs 2x4 HF Std/Stud DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load, Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X7= 1. 5X4111 5X7= 1. 5X4 1. 5X4 4 r 4 3-7I-11 +9-0-0 1 5X5(A2)= 3X5= 5X7= 3X5= 5X5(A2) 12' •1 l.. 2, 5-4-8 9-11-4 4-6-12 + 6-0-12 6-0-12 6-0-12 >I< 4-6-12 9--11-4 5-4-8 4 8 '1 L 9-11-4 ,I, 12-1-8 ,L. 9-11-4 J 32-0-0 Over 2 Supports >1 R=1512 W=5.5" R=1512 W=5.5" RL=62/-62 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-11118 "'WARN!NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! tsf„, -04 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•I IroRTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R717 5 91920 Trusses regul re extreme care In fabricating, handling, shipping, Installing and bran rg. Refer to and follow TC DL 1 0.0 PSF DATE 04/20/16 the latest edition of reBCSIcti (Bull ding Component Safety Information, by TPI and NBCA) for safety practices prior 1 46 cn w n to performing these functions. Installers shall Provide temporary bracing per BCS). Unless noted otherwise. f�. G:ll ry top chord shall have properly attached structural sheatM1i ng and bottom chord shall have a properly attached ` rr ,40164, rl gl d cel I I ng. Locate ons shown for permanent I atonal rostral ret of webs shat I have bracing I nstal I ed per BCS! BC DL 7.0 PSF DRW CAUSR7175 16111124 ,4 r �O` ec[i ons 83, BT or B10, as aopplicabl e. Apply plates to each face of truss and post ti on as shown above and on II J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC i Alpine, a di vi sl on of ITN Bull ding Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to baled the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping, •:•-_j AN ITWCOMPANY Installation&bracing of trusses. v TOT. LD. 42.0 PSF SEQN- 34396 A seal on the s drawl 0p or cover pegs I I stl ng thl s drawl ng, I ndl rtes acceptance of profess)anal enol neer1 ng \IS 9 C. 7 19 9 responsi bl l l ty solely for the design shown. The Sul tab'I I ty and Use of th,1 s drawl ng for any structure I s the /Sl QQ DUR. FAC. 1. 15 FROM BB 8351 Aovana Circle respon¢I bl I I ty of the But I dl ng Des1 goer per ANSI/TN 1 .2. /qN W.w�p Sacramento,CA9582a For more infor&limn see this;ob.s general notes Page and these web sites; \...................2,09, V SPACI NG 24.0" JREF- 1VPZ7175Z09 ALP!NES www.al pi Rel tea.con; TPI: www.tpl rest.org; ARCA: www.sbcl ntlustry.Com; ICC; www.I ccsafe.org RPnww¢•12/11/21117 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - M1) 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 Webs 2x4 HF Std/Stud DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 5X5= 3X5= 3X5- 2... ....1-, ,, s 3X5 -r 4 ..,....,4-4111111111111WiliZ4 4-3-11 0-4-10 _ diiiiiiiiiiiiiir 1 = n — I '\ 9-0 0 1 5X5(A2)=T 1. 5X4 III 3X7= 4X5= 3X7= 1. 5X4 Ill 5X5(A2) 12' I 6-2-8 14-0-12 � 4-0-12 5-6-12 8-1-8 5-6-12 I< 6-4-8 11-9-4 I 8-1-8 I 11-11-4 31-10-0 Over 2 Supports R=1409 W=3.5" R=1554 W=5.5" RL=63/-59 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 _ QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon 503)357-2118 '�WARNI NGI w• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4ia, Op[. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I MPORTANT•t FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 91921 Trusses requl re extreme care In fabri Gati ng, handling, shipping, Installing and bracing. Refer to and follow e'..`.. the latest ed!ti on of BCSI (Bui Idi ng Component Safety Informatl on, by TPI and wTCA) for safety practices prl or V ti to performin these functions I^=taller=shall temporary g per 14659 '9 • TC DL 10.0 PSF DATE 04/20/16 g provide tem bracin BC51. Unless noted otherwise, top chord shat l have properly attached structural sheathing and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16111125 rl gid re!l I ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI A _Pi[I sections Ba, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on i O I the Joint Details, unless noted otherwise. Refer to drawings 166A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this drawl ng, any fol l urn to buil d the truss I n conformance with ANSI/TPI 1, or for handling, shi ppi ng, ANITW COMPANY instal I atl on e bracing of trusses. v TOT. LD. 42.0 PSF SEQN- 34398 Aseal on respons el I I'ty dsolel ygfor thecover deall gn S eenl ng TTh ssul nobs l i ty�nod tl se ooffC°this drawl narofo'anyyDsstructuroo neer!nthe 9/ 'e�''T.19 9 8351 ROvana Circle respond bill ty of the BNI I ding Deal gner per ANSI RPI 1 Sec.2. Sry4N W.CNge DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: aW P SPACING 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi mel tw.come TPI: www.tpl nst.org; wTCA: www.sbcl ndustry.come ICC: www.i ccsafe.org Renown.12/11/21117 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - M2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panel s use purlins to brace alI flat TC @ 24" Wi nd loads and reacti ons 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 live and L/240 total I oad. Creep increase 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, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [17] W3X7 S 1.25 5X5= 5X5 3X5 4 r _ 4 4-11-11 0-4-10 3X5 i \ el 1 if T I 1.5X4 III 3X5= 3X5= W 1.5X4 III 9-0-0 1 3X10(B1)= 3X10(B1) 3X7[17] 12' 7-2-8 6-6-12 4.c 4-1-8 6-6-12 7-4-8 13-9-4 ,I, 4-1-8 ,J_ 13-11-4 J F 31-10-0 Over 2 Supports R=1471 W=3.5" R=1613 W=5.5" RL=72/-68 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. 0 0p 7..OR QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon ((503)357-2118 "WARMNGI..READ AND NG ALL NOTES ON THIS DRAM NG! .��,� F TC LL 25.0 PSF REF R7175- 91922 825 N 4th Ave,Cornelius OR 97113 "I " F RNI SH TNI s CRAM"°To LLL coNrRAcroas I NGLuo1 Ne THE I xsuuEws. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow TC DL 1 0.0 PSF DATE 04/20/16 a the latest edit)on of BCSI (Bulldi ng Component Safety Information, by TPI and%TCA)for safety practices pre or 44 o performing these L ctl onsnperly installers shall provide temporary bracing per BGS! Unless noted attached wise, 14659 `,9 BC DL 7 0 PSF DRW CAUSR7175 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached '� ,41164 r• rigid ceiling Locations shown for permanent lateral restral nt of webs shall have bracing installed per BCSI ,4 ect)ons B3, B)or 610, as app) cab)e. Apply PI Ates to each face of truss and posi ti on as shown above and on ' i 16111126 II I the Joint Details, Boles=noted otherwise. Refer to drawings 160A-Z for standard plate positions. ...-...age BC LL 0 0 PSF CA EN CWC/CWC !� N I ' Alpine, a division of ITP Building Components Group Inc. shall not be responsible for any deo'ate on from this • drawing, any failure to build the truss In conformance dal th ANSI/TPI 1, or for handling, shipping, AN ITP COMPANY i natal I ate on A bract ng of trusses. '.6.0 f g9 " TOT. LD. 42.0 PSF SEAN- 34401 . A seal on th1 s drawl ng or cover paps I I stI rig tills drawl ng. I ndl dates acceptance of profess!anal enpl n.er1 ng .9C.7, . Q response bl I 1 ty solely for the desi pn shown. The sue tabs I I ty and use of thI s drawl ng for any structure I s the �S Q DU R. FAC. 1. 15 FROM BB s35I RhyzDa Circle r.sponal bl I I ty of the Sul I dl ng Deal goer per ANSI/rPI ,s�.�. t�gNW,cep Sacramento,CA 95828 For more Informat'on see thi s;ob•s general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175ZO9 ALPINE: on.al pi Bei tw.come TPI: www.tpl net.org; PTCA: www.sbci ndustry.come ICC: www.i ccsafe.org Renews:12/31/2017 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - M3) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live desi gn. Ioad 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. 5X5(R1)i T 3X5sr--- 3X5 a 4 5-7-15 0-41-10 l, --.... 11111111111111111ii„,_ -mo' 1.--allIllggillIllIlIlIllIllIllIlllhh„-4* 5X5(A2)= 1.5X4 III 5X7= 1.5X4 III 9-0-0 1 5X5(A2) I2' 8-2-14 'I< 7-7-2 -i< 7-7-2 + 8-4-14 15-10-0 ,I. 16-0-0 J 1< 31-10-0 Over 2 Supports R=1349 W=3.5" R=1510 W=5.5" RL=81/-77 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.. PROP/. TY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM RNI a•READ AND FOLLOW ALL RATES OR THIS DRAWING! `� �� TC LL 25.0 PSF 825 N 4th Ave,Cornelius O) 97113 I IPORTARr^ FURNISH IRIS DRAWING To ALL CONTRACTORS l RCLugI Re TRE INSTALLERS. REF R7175- 91923 Trusses requl re extreme care In fabricating, handl l ng, shipping, Instal l l ng and bracing. Refer to and follow 0134;0°191r7.— the latest edition of BGSI (Building Component Safety Information, by TPI and eeCAA) for safety practices prior ,k. 14659 F° TC DL 10.0 PSF DATE 04/20/16 T. to performing these functions. I nstal I ens shal I provl de temporary bracing per BGSI. 0n1 ess noted otherwise. r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cei 11 ng. Locati ons shown for permanent I atonal rostral nt of webs shat I have bract ng instal I ed per BGSI t g BC DL 7.0 PSF DRW CAUSR7175 16111127 ectl ons B3, B7 or 1310, as applicable. Apply plates to each face of truss and poli tl on as shown above and o n• J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posttlons _ A �=1 I O N I I Al pi ne, a di vi sl on of I,e Boi l di ng Components Group Inc. steal I not be responsible for any devi at on from thi s .„ _ BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bulla the truss In conformance wl th ANSI/TPI 1, or for handl log, shipping, V AN ITW COMPANY i nstal I ati on a bracing of trusses. _ A• seal on this drawl ng or cover page II Sri n9 this drawl ng, I not cotes amptance of profess'Dost .Ipl near)n, 9�5, �fC,7 t9a9 Q��' TOT. LD. 42.0 PSF SEON- 34403 y solely fbr the design shoat,. The sdt tablII ty and use of this drawing for any structure Is the 8351RovanaCircle responslhnity a the anmmng Designer per aeslirPl 1 Sec.2. r�iQKwt G��4 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thI s)ob•s general notes page and these web sites; be NE, waw.al pi nei tcom; TPI;en,tpi nst.org; RTCA: www.sbcl ndustry.cpm; I cc wwwi ccsafe.Arg Renews:12831/2017 SPAC I NG 24.0" J REF- 1 VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - OG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet. : 2 COMPLETE TRUSSES REQUIRED I < Bot chord 2x4 HF #1&Bet. :B3, B4 2x4 HF #2: Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 p f at -2.00 to 71 p f at 5.94 Use equal spaci ng between rows and stagger nails TC- From 36 p fat 5.94 to 36 p fat 12.00 in each row to avoid splitting. TC- From 71 p fat 12.00 to 71 p fat 22.56 TC- From 71 p fat 22.56 to 71 p fat 30.50 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 p fat -2.00 to 4 p fat 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 p fat 0.00 to 7 p fat 12.96 DL=4.2 psf. BC- From 14 p fat 12.96 to 14 p fat 16.46 BC- From 14 p fat 16.46 to 14 p fat 24.54 Wind loads and reactions based on MWFRS. BC- From 14 p fat 24.54 to 14 p fat 28.50 BC- From 4 p f at 28.50 to 4 p f at 30.50 Cal cul ated hori zontal defl ecti on i s 0.14" due to I i ve I oad and 0.14" TC- 500.00 Ib Conc. Load at 5.89 due to dead load. BC- 74.38 I b Conc. Load at 2.00 BC- 80.61 I b Conc. Load at 4.00 In Iieu of structural panels use purlins to brace all flat TC @ 24" BC- 216.43 I b Conc. Load at 6.00, 8.00,10.00,12.00 OC. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase Cal cul ated verti cal defl ecti on i s 0.58" due to I i ve I oad and 0.58" due factor for dead load is 1.50. to dead load at X = 16-5-8. 4X5 11iiiimiiisimim1. 5X. 4 III 3X5= 3X5 i- � 4 a ■ �m _ - ioi 2-3-11 _% I .�-6 _ B3 6X8(R) III - .- _91-0 4X5(`2)= 1. 5X4111 5X10= 2 3X5= 4X5(A1 L.2-0-0 .1H0508= �J� L2-0-05-1 .J 5-9184 6-10-85-11-8 72 0 3-6-0 6-3-0 'III 10-0 3-11-8 5-11-4 I. 16-7-8 ,I, 5-11-4 12-11-8 -I` 3-6-0 'I- 8-1-0 -1` 3-11-8 < 28-6-0 Over 2 Supports R=2276 U=30 W=5.5" R=1666 U=19 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=26/8(06/0)/4(0) 16.01.00. •,' 114;, 'TY: 1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI Ye READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,ComehusOlt97113 ^IIpDRTANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. `l4,,or�� �e TC LL 25.0 PSF REF R7175- 91924 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow d�s- _ the latest edition of BCS! (Building Component Safety Information, by TPI and WTCSI far safety practices pre 4x, 14659�9 TC DL 10.0 PSF DATE 04/20/16 F. to performing these functions. Installers shall provide temporary brace ng per SCSI. Unless noted otherwise, ` 141164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cee I I ng. Locate ons shown for permanent I sterol estrae nt of webs shat I have braci ng I nstal I ed per BCS! . I/ I BC DL 7.0 PSF DRW CAUSR7175 16111128 ,4 r �0�� sections B3, B7 or B10, as appl Icabl e. Apply plates to each face of truss and pose ti on as shown above and on II I the Joint Beta'Is, nnleSs noted nther,wlse. Refer to drawings 166A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC 1 ( Al pl ne, a di vi se on of I TW BUI l di ng Components Group Inc. shall not be respond bl a for any dive ati on from this e.:. _. drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, v _ AN ITWCOMPANY installation R bracing of tresses. ,9 'fQ> >g69 QtV TOT. LD. 42.0 PSF SEQN- 34422 . A sal on this drawing or cover page I I stl nag this drew I rail Gates acceptance of profassl one! e I neer) Op respunsi bl l l ty solely for the dealgn sholilo. The.m tabi IIty and use of this drawl ng for any structure I:n the YY ww� DUR. FAC. 1. 15 FROM BB 8351 Aovana Circle respmsl bl I1 ty or the lain I dl ng Ib.I goer per ANSI iTvl t See.z. /�I Uwr G�ie Sacramento,CA 95828 For more informate on see rhes J ob.s general notes page and these web sites: N/I R ALP!NE: www,al pi mel tw.con; TPI: www.tpi nst.org; WrCA: www,sbce ndustry.coin; ICC: www.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - 0) 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 :B3, B4 2x4 DF-L #1&Bet.: 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. Cal cul ated horizontal defl ecti on i s 0.15" due to I i ve I oad and 0.15" Wind I oads and reacti ons based on MWFRS with additional C&C member due to dead load. design. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. l oad a l i ed pp 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. 5X7 1. 5X4111 3X5= 5X7= 3X5 T 4 ...... .� , 4 2-11-11 __ 514= 63 3X5= B f.7.... -o-o 4X5('2)= 1.5X4111 5X10= 2 SS0514= 3X10(A1) L2-0-0 j 1.<2-0-031 7_9184 5 2 0 .4r 3-6-0 ...y, 3-11-8 4 3-0 � 3-10-0 r 3-10-0 3-11-84-1-4 7-11-4 —1— 12-7-8 I, 7-11-4 12-11-8 'I- 3-6-0 -- 8-1-0 'I- 3-11-8 28-6-0 Over 2 Supports R=1363 U=1 W=5.5" R=1364 U=3 W=5.5" RL=52/-52 PLT TYP. 20 Gauge HS, 18 Gauge HS, Design Crit: IRC2012/TPI -2007(STD) Wave FT/RT=2%(O%)/4(0) 16.01.00. s .rp 7.- •TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. 04 Truss Components of Oregon (503)357-2118 "WARM NGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING, ��. TC LL 25.0 PSF REF R7175- 91925 825 N 4th Ave,Cornelius OR 97113 ^I11pORTANT.• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabri cat'ng, handling, shlppi ng, Installing and bract ng. Refer to and for l ow a the latest edition of Bcti (Building Component safety Information, by TPI and'MCA) fpr safety practices prior X40 14659�"9 •� TC DL 10.0 PSF DATE 04/20/16 to performing these functi ons. Installers shall provide temporary bracing per BCS,. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached .0 PSF rigid cel l I ng. Locations shown for permanent lateral restraint of webs shahbrad have ng Installed per 8C51 t BC DL 7 DRW CAUSR7175 16111129 �O` I 1 sect)ons 63, B7 or B10, as applicable. Apply plates to each face of trussand post ti on as shown above and on AiUN l J I the Joint Details, pole=s noted otherwise. Refer to drawings 160A-Z for st andard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Al pine, a di vi sl on of 1111/Bui!di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s e_� -e, drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY A heal l on thon R braes ng or toner p. 9 QFC T ig0 Q�v TOT. LD. 42.0 PSF SEAN- 34424 • A seal on til s drawl rap or cover peke 1 I nil rap tills drawl rap, 1 ndi este.acceptance of profess'onsl enol neer)rap • responsl bl l I ty of theel y for the design shorn. The sul t1 l II Sec.y and Inc of this drawing for any structure is the S)p4 w.`,HPQ DUR. FAC. 1. 15 FROM BB 8351 RByana Circle responsl blllty of the eNllal rap Desi one per ANSI RPI 1 See.Z. Sacramento,CA 95828 For more I nformatl on see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi Teitw.con; TPI: www.tpi nst.org; WTCA: www.sbcindustry.corn, ICC: www.i ccsafe.org Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - 01) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC :64 2x4 HF SS: DL=4.2 psf. Webs 2x4 HF Std/Stud Calculated horizontal deflection is 0.15" due to live load and 0.15" desiiignoads and reactions based on MWFRS with additional C&C member due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24" (a) Continuous lateral restraint equally spaced on member. 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 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 [21] W3X5 S 1.25 5X5= 3X5= 5X7 1.5X4- , 4 T 4 ,-- 11111111, 3X5 ilillIEW= .. 3-7-11 ! 5X5= 3X5[2 ss ]= — `tr.e +9=2 4X (12)= 3X5= 5X5 2 SS0514= 3X10(,1),-7--- 1.c.2-0-0>j L2-0-0_,J Fc 5-4-8 9-9-8 4 6 123 2_03 -121 3 b-p I5-10-0 4-3-12 2-3-0-sir- 5-10-0 .....11,.. 100 - 3-11-84 9-11-4 ,L 8-7-8 J_ 9-11-4 12-11-8 -I- 3-6-0 -I- 8-1-0 -I- 3-11-8 28-6-0 Over 2 Supports R=1375 W=5.5" R=1376 U=2 W=5.5" RL=60/-60 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01.00. 4•f+,DIBROFF : 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARM NM"READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 •"IMPORTANT•" FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 91926 Trusses regul re extreme care In fabricating, handl I ng, sill poi ng, Install l ng and bracing. Refer to and follow 4: � • the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior TC DL 1 0.0 PSF DATE 04/20/16 . to performing these functions. Installers shall Provl de temporary bracing per BC51. Unless noted otherwise. �.. r fop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall nave brad ng installed per BCSI a 1 .MBC DL 7.0 PSF DRW CAUSR7175 16111130 sect'ons 83, 87 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and o /.1[l IF)f^ I I , the mint Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate petitions n BC LL 0.0 PSF CA-ENG CWC/CWC All I LI I �! AI pi ne, a di vi si on of I TW Bui I di ng Components Group I nc shall not be responsi bl a for any devi ati on from this -s drawl ng, any fel Iure to s bracing of trusses. 9 build the truss In conformance wi tt,ANSI/TPI 1, or for handl Ing, shipping, 9 <� AN ITW COMPANY Installation 'fQ ,7n 196 QQ TOT. LD. 42.0 PSF SEON- 34426 A seal on tills drawl ng or cover page I I stn nM MI s drawl ng, IMI cedes acceptance of profess!ons! enol Merl nM responsl bl I I ty sol el y for thedesign shown. The sun tab!I I ty and use of this drawing for any structure Is the 8351 Rovana Circle ep°""blllty of the emldlog Designer per a+slrnl 1500.2. r.apw ('i�p OUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more Info(auon see .tpinsb S general notes page and these ow,web site: SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPI NE: www.al pi mei tw.can; TPI: www.tpi nst.org; WTCA: mow.sbci ndustry.com; I CC: www. ccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - 02) Top chord 2x4 HF #2 :T3 2x4 HF #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :B4 2x4 HF #1&Bet. : DL=4.2 psf. Webs 2x4 HF Std/Stud Wind loads and reactions based on MWFRS with additional C&C member Cal cul ated horizontal deflection i s 0.15" due to I i ve Ioad and 0.14" design. due to dead I oad. In Iieu 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. Ioad applied per IRC-12 section 301.5. 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 I oad i s 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [21] W5X5 S 1.25 3X5= 5X7= 5X5= 1. 5X4 III II - ■. 5X5[21] T 1.5X4 III 4 4 4-3-11 :l u � IIIMII B3 (A2)= 3X5= 6X8= J 2 6X1O(SRS)= SS0514= 3X10(11) s--- L.2-0-0. 1 1.<2-0-0� I. 6-4-8 5-6-12 B 3-9-0 I' 6-4-8 �I< 6 7-0 3-6-0 "-II` 3-11-14 8-1-0 3-10-2 3-1148 11-11-4 4-7-811-11-4 12-11-8 -I- 3-6-0 8-1-0 —I— 3-11-8 28-6-0 Over 2 Supports R=1435 W=5.5" R=1435 W=5.5" RL=69/-69 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 w*WARNI NGI as READ AND FOLLOW ALL NOTES ON THIS DRAWING! ct9�f'1 a 04 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 91927 Trusses regui re extreme care In fabri catl ng, handling, shipping, Installing and bracing. Refer to and follow ` ''� 1e• TC DL 10.0 PSF DATE 04/20/16 the latest edition of SCSI (Bull ding Component Safety Information, by Tel and wrCA) for safety practl ces prior V n to performing these functions. Instar ors shall provide temporary bracing per°CSI. unless noted otherwise, 14659 '9 top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached r BC DL 7.0 PSF ri gid cel I I ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I natal I ed per°GSI DRW CAUSR7175 16111131 ,4 �0�� sections B3, B7 or B10, as appl l cable Apply plates to each face of truss and position as shown above and on II I the pint Datalls, union hated otherwise. Refer to drawings 168A_Zfor standard p,ate pos,tions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a tli vi si on of Ibu Bulldirg Components Group Inc. shall not be responsible for any ippi ng,on from this drawing, any failure to build the truss 1n conformance with ANSI/TPI 1, or for hantlling, shipping, .::i a' AN ITW COMPANY i nstal I ati on a bracing of trusses v TOT.LD. 42.0 PSF SEAN 34428 A seal on till s drawl 119 or cover page I I stl n9 till a drawl n9, 1 BAl tate.acceptance of professl onal en91 neer)119 9 'f0 7t,9�9 responsi bill ty solely for the deal 9n shown. The sal tad l lty and use of tills drawl n9 for any structure Is the /_n QQ OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle ravens!bill ty of the But I di ng Dasl goer per ANSI/TPI I See.2. 5�4N W. GHp Sacramento,CA 95828 For more information see this;ob.s general notes page and these web sites: SPACING 24.0" J REF- 1VPZ7175Z09 ALPI NE: www.al pi nei tw.com; TPI: www.tpi nst.org; WTCA: www.s!xi ntlustry.com; I GG: ww,i ccsafe.org Ranaw¢•12f81I9017 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - 03) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 :T3 2x4 DF-L #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :B4 2x4 DF-L #1&Bet.: DL=4.2 psf. Webs 2x4 HF Std/Stud :W4 2x4 HF #2: Calculated horizontal deflection is 0.16" due to live load and 0.14" desigd nooads and reacti ons based on MWFRS wi th additional C&C member due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC,lieu of structural panels use purlins to brace all flat TC 4, 24" 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 [23] W5X5 S 1.25 5X5-- 1. 5X4 III X5=1. 5X4111 5X5--=- 1.5X4 III 5X5[23] G�9 T 3X5% 4 T3 1.5X4 III 4 , 4 4-11-7 1.5X4 III a� " r B3 ��—_ 5X (A2)= 1. 5X4 III 6X8 2 6X10(SRS)= SS0514=B4 3X10(11) 1`2 0 °'I L2-0-0. 1 I L 6-10-10 , 5-11-2 �j 0-11 "11-11-1 . 3-10-12 ___L, 3-10-12 4-1-4 6-10-10 6-0-14 r 3-6-0 -I 8-1-0 3-11-8 13-10-8 _ 0-9-0 I........1_..- 13-10-8 12-11-8 I— 3-6-0 —I— 8-1-0 —I— 3-11-8 28-6-0 Over 2 Supports R=1492 W=5.5" R=1493 W=5.5" RL=77/-77 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 •`WARNINGIsw READ AND FOLLOW ALL NOTES W THIS DRAW!NG! 825N4th Ave,CorneliusOR97113 ••IMPORTANT•• TURIN SH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �tP�D •O�F TC LL 25.0 PSF REF R7175 91928 Trusses regal re extreme care In febri cat!ng, handl ing, shl poi ng, I metal I Ing and bracing. Refer to and fol low 4 the latest dltIon of BCSI oBuilding Component Safety Information, by TPI and RICA)for safety practices prier n t` TC DL 1 0.0 PSF DATE 04/20/16 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, y 14659 -7 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached "gid cel I I ng. Locati ons shown for permanent I arena) rests)nt of webs shat I have brad ng I metal I ed per BCsi BC DL 7.0 PSF DRW CAUSR7175 16111132 O`� Sections B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on II All II L J Q the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping, e,_, I. AN ITW COMPANY Installation A bracing of tresses. v TOT. LD. 42.0 PSF SEQN- 34431 . A seal on thl s drawl ng or the Creepage I I stl ng this drawl eg, I ndl[etas acceptance of profess)oral en91 marl ng . ° �9 respans)bl I I t gn shown. The sal tab)I I ty and use of thl s drawl ng for any structure I s the 9� C T t 1g Q� a3sl RDyanaCvCle responsibl l lty of the Bal)ding Oesl9ner per ANSI/WI ,See.2. Os. CHAQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thl s j ob.s general notes page and these web si tee: ALPINE: wow.al pineltw.corn: TPI: let. pinst.org; WIC, www.sbcindustry.coin ICC: www.Iccsafe.org SPACI NG 24.0" J REF- 1 VPZ7 1 7 5 ZO9 Ronows:12!91!2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - FT1) 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 load is 1.50. Webs 2x4 HF #2 :M1, M2, M3 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 hi p trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III 13-11-12 /12.65:411111 0-0-4 1 2X4(D8R) 2X4 III F` 13-1-2 1"12 --rt- Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . -p Oft QTY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118wwWAFtNINGIww READ AND FOLLOW ALL NOTES aNTHISDRAINING! 4`,� F TC LL 25.0 PSF REF R7175- 91929 825 N 4th Ave,Cornelius OR 97113 •'I I/PORTANT'. FIRM SH THI s DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regul re extreme care In fabrl call ng, handling, shipping, Installing and bracing. Refer to and follow e the latest edition of BCSI (Building Component Safety Information, by TPI and eTCA)for safety practices prior k� F� TC DL 1 0.0 PSF DATE 04/20/16 T. to performing these functions. InstalIers shal I provide temporary bracing per BCSI. Unless noted otherwise, 1 1 465 9 '9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r rigid cell i ng. Locations shown for permanent I ateral restraint of webs shal I have bracing Installed per BCSI t. ' rMii BC DL 7.0 PSF DRW CAUSR7175 16111133 r, MIN sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on II L J I he ioiit Details, unless noted otherwise. Refer to drawings I not for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC i Al pi ne, a di vi si on of I TVI Sul di ng Components Group Inc. shal I not be respond bl a for any devi atl on from this a: .. drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, - AN ITWC.OMH4NY Installation 5 bracing of trnsses. n 9 TOT.LD. 42.0 PSF SEAN- 34442 . A seal on MI a drawl ng or cover page I I stn ng Chi s drawl ng, I ndl utas acceptance of professional engl Merl ng \\._..................0}'cC 7,'IJresponse bl l l ty solely for the des,gn shown. The sun tabl llty and use of this drawing for any structure Is the OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl I 1 ty of the Bun I dl 11g Desi gMr per I WSI/TPI ,�ee.2. 4Nw.eN�Sacramento,CA 95828 For more Information s e this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi nee tw.com; TPI: www.tpi nst.ore; AICA: www.sbci ndustry.con; ICC: www.i ccsafe.org Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - FT2) Top chord 2x4 HF #2 Deflection meets L/360 Ii ye and L/240 total I oad. Creep i ncrease Bot chord 2x4 HF #2 factor for dead Ioad is 1.50. Webs 2x4 HF #2 :M1, M2, M3 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 hi p trusses. See detail drawi ng HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 Ill 13-11-12 13-11-12 /112.0-0-4 ll11111 2X4(D8R) 2X4 III 13-1-2 1"12 Note: All Plates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(Q%)/4(0) 16.01.00. 1 - QTY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon ((503))357-2118 wwWARNI NGI^READ AND FOLLOW ALL NOTES ON THIS DRAWING .��(,� Q ,, Oise TC LL 25.0 PSF 825 N4th Ave,Cornelius 01197113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 7HE INSTALLERS. REF R7175- 91930 Trusses regui re extreme care in fabrl cati ng, handling, shl ppi ng, Installing and bract ng. Refer to and follow the latest edi ti On of.SI (But l di ng Component Safety Informatl on, by TPI and WTCA) for safety practl ces prior C. t. to performing these functions. InstalIers=hall provide temporarybracin 14659 9` TC DL 10.0 PSF DATE 04/20/16 g per BCSI. Unless noted otherwise, CC r ,041116Atop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cei I I no. Locatl ons shown for permanent I ateral restrai nt of webs steal I have bracing i nstal I ed per BCSI N 1 I ! BC DL 7.0 PSF DRW CAUSR7175 16111134 Ail 1 O`� (I sections B3, Rd or B10, as appl I cable. Apply plates to each face of truss and position as shown above and on ` II L J the Joint Details, unless noted otherwise. Refer t0 drawings 160A-Z for standard plate positions. BC LL Alpine, a divlslon of ITW Building Components Group Inc. shall not be respond ble for any deviation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat I ure to bul I d the truss i n conformance ori th ANSI/TPI 1, or for handling, shi ppi ng, •'' •'e' AN ITWCOMR4NY Installation A bracing of trusses. 9 �`ff TOT. LD. 42.0 PSF SEON- 34444 seal en tn1 s drew ng or cover peps I I sting thl s drew ng, I ndl ores acceptance of profess!seal • I need 9 rf•7.19� �f respoeslblllty sol ely for the design shorn. The sultablllty and use of this draw ng for any structure Is the %'�rgMw.CH�QQ DUR. FAC. 1. 15 FROM BB 8351 ADVana Circle respond b1 I I ty of the Bul 1 d1 ng Des(goer per AN51/TPI 1 SEC.2. Sacramento,CA 95828 For more Informatl on see this Jobgeneral notes page and these web doves: SPACI NG 24.0" JREF- IVPZ7175Z09 ALPI NE: www.al pi mel tor.can; TPI: www.tpi nst.erg; WTGA: sbci edustry. ICC: iccsafe.erg Renews:12/31/2017 (0416169—PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - FT3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. 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 load is 1.50. Webs 2x4 HF Std/Stud :M4 2x4 HF #2: 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. 4X5= Gl 12.65 8-5-6 I1265 i 0-0-4 0-0-4 i 2X4(D8R) 2X4(D8R)- I, 7-11-15 ,I, 7-11-15 J 16-0-5 Note: All Plates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. j119Ro TY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175 91931 825 N 4th Ave,Cornelius OR 97113 •'INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ca/061:11".,. TC LL 25.0 PSF Trusses require extreme care in fabricating, hantlling, shipping, Installing and bracing. Refer to and Follow V 4%w a 1"5 OO the l a test edi then of nctl (Building Component Safety de temporary by TPI and VRCSI for safety ted o her pre, to pchord;ng these fundi ons. Installers shall provide temporary tom chord per SCSI Unlessonpoted otherwise, . 0•0 PSF 04/20/1 6 r DL 1 DATE top chord shall have properly attached structural sheathing and bottom chord shall have a pr erly attached BC DL T. rl R;tl cel l+ng. Locati ons=Hewn for permanent l aferal restrai of of webs shall have braci ng Installed per Bcsl " 1 7.0 PSF DRW CAUSR7175 16111135 All 1 O`� sections B3, B7 or 810. as appl;cabl e. Apply plates to each face of truss and position as shown above and on II L J I the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi si on of 1 TW Bid;ng Components Group Inc. shat I not be respunsi bl a for any devi ati on from this e. -s drawl ng, any£ai lure to build the truss In conformance with ANSI/TPI 1, or for handling, sh;ppi ng, AN ITW COMPANY InsTallaHnn N bracing of Trusses. 9 'fC 7t 190 be TOT. LD. 42.0 PSF SEQN- 34448 A seal on MIs drawl ng or Cover paps 11 stn ng MIs drawl ng, I roil Bates acceptance of professional Mql neer' 10.1 reepenel m II ty of e1 a Bel ding design drown. The em cam l ty am use of thl e drawing for 099 structure Is the V l'4N C OUR. FAC. 1. 15 FROM BB 8351 Roma Circle respond bl I 1 ty of the&11 I dl rg Desi goer per ANSI/TPI t sec.z. sadTantcAto,CA9582a For more infnrmatien see this Job's general Hetes page and these web s;tee SPACI NG 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pineitw.corn; TPI: www.pal nst.erg; WTCA: www.sbcindustry.corn; ICC' www.Iccsafe.erg Renews:72/3112017 I (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - FT4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total I oad. Creep increase Bot chord 2x4 HF #2 factor for dead Ioad is 1.50. Webs 2x4 HF Std/Stud :M4, M5 2x4 HF #2: 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. 3X5= ii li � 8-8-8 12.65 I 12.65 Al �0-0-4 : I '111".\\ e e ., 0-0-4 e W e e e 2X4(D8R) 2X4(D8R).k•-.. L 8-2-15 J, 8-2-15 J 16-6-5 Note: AlI Plates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01.00. p1 0p TY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "`WARM NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave ofCornelius Oregon 5 7113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCURS NG THE INSTALLERS. IC LL 25.0 PSF REF R7175- 91932 Trusses require extreme care In Fab,cat!ng, handl incing. Refer to and follow the latest edition of BCS/ (Sul Iding Component Safety In£Ormatlon, by TPI and aTCA) for safety practices priorg, shipping, Installing and bra414659�'y TC DL 1 0.0 PSF DATE 04/20/16 n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, it r top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached 0 rigid cel I I ng. Locati ons shown for permanent I ateral restraint of webs sha!I have bract ng installed per BCS/ 1 BC DL 7.0 PSF DRW CAUSR7175 16111136 O`� sections B3, B7 or B10, as app)Icabl e. Apply plates to each face o£truss and position as shown above and on Ail II L J I the Joint 0etai ls, unless noted otherwise. Refer to drawl ngs 166A-Z for standard plate poli tl ons. Alpine, a di vi sl on of ITw Bui l di ng Components Group Inc. shall not be responsible for any deal atl on from this e., -.s BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to bui I d the truss in conformance WI th ANSI/TPI 1, or for handling, sin ppl ng, v AN ITweonnwwv installation A braving of trusses ,9 'fc 7t t9gCI QJ�r TOT. LD. 42.0 PSF SEQN- 34446 A seal on i l is drawing or Cover page 1!sting thl s drawing, Indicates acceptance of prof asl onal engl neer)ng n y sol el y for the design show,. The sul tab)I 1 ty and use of this drawing for any structure 1 s the j� �sy/ 8351 Rovana Circle reapanlml lty of the Elul lmng Designer per AxslirPl t SW.2. v"'I�eI'low. C�QeQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this J ob•s general notes page and these web sl tes: SPACI NG 24.0" J REF- 1 VPZ7175Z09 ALPINE: www.al pi net tw.com; TPI: www.tpi nst.org; wTCA: www.abet ndestry.cam; ICC: www.i ccsafe.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - LG) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 pl f at -2.00 to 71 pIf at 7.94 TC- From 36 pIf at 7.94 to 36 pl f at 12.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 pl f at 12.06 to 71 pl f at 20.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 pIf at -2.00 to 4 pIf at 0.00 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 20.00 TC- 783.47 I b Conc. Load at 7.89,12.11 Wind loads and reactions based on MWFRS. BC- 100.50 Ib Conc. Load at 2.00,18.00 BC- 107.08 Ib Conc. Load at 4.00,16.00 I n I i eu of structural panels use purlins to brace al I flat TC @ 24" BC- 113.96 I b Conc. Load at 6.00,14.00 OC. BC- 309.20 Ib Conc. Load at 8.00, 9.94,12.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 7] W3X7 S 1.75 [14] W3X5 2.75 L 1.75 8X8= 8X8= 1.5X4 /- T2 1. 5X4 --1 4 4 r- �'''' 2-11-11 9-0-0 0011.1111111111.,- 3X7[7]= 3X5[14]. -- 4X12(A7R) 4X12(A7R) Lc-2-0-0->J 4-1-8 I' 4-7-8 7-11-4 3-3-12 l< 4-1-8 3-3-12 7-11-4 4-7-8 ,1 I, 7-11-4 4-1-8 ,I, 7-11-4 J I< 20-0-0 Over 2 Supports R=2439 U=17 W=5.5" R=2264 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/8(06/6)/4(0) 16.01.00. � D1GROFF Y: 1 OR/-/1/-/-/R/ Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI ee READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` REF 87175- 91933 825 N 4th Ave,Cornelius OR 97113 I IY DWtANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. ��w TC L L 25.0 PS F Trusses regal re extreme care in fabrl cat ng, handl I ng, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Bud ding Component Safety Information, by TPI and Arcs) for safety practices prior 1 4659 'Q TC DL 10.0 PS F DATE 04/20/1 6 tti to performing these functl ons. Installers shall Provl de temporary bracing per BCSI. Unless noted otherwise, r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cel l l ng. Locati ons shown for permanent I ateral restrai nt of webs shal l have bran ng i nstal led per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111137 ecti ons B3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and o All PUN ; the Joint Details, unless noted ntherwlse. Refer to drawings 16OA-Z far standard plate pnsitlons n BC LL 0.0 PSF CA-ENG CWC/CWC AI pl ne, a di vi si on of I Tw Bui di rg Components Group Inc. shat not be ror for baa for any devi=Ion from thl s e'=' -. drawing, any failure to bulltl the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITA COMPANY instai1ation s bracing of trusses. 9 'fc 7 1g89 TOT. LD. 42.0 PSF SEAN- 34388 . A seal on MI a drawl ng or cover page 1 I all ng thl s drew)Ihg, ecuylana of profs I oral e 1 nae I np / tvsponsl bl I I ty sol el y}br the deal gn shwwh. The Sul lobi l D,1,1,.V:::of th1 s drawl ng foraany atruntoro i s the 41iy4 '.cApQQ DUR. FAC. 1. 15 FROM BB 8351 Rovana Circleresponsl bl l l ty of the Bull dl ng Designer per ANSI/WI 1 Sec.2. Sacramento,CA9/H2$ For more Information see this jobs general notes page and these web sites: Renews:12/3182017 SPACING 24.0" JREF- 1VPZ7175ZO9 ALPINE: www.al pl mel tw.com; TPI: www.tpl nst.org; NTCA: www.sbci ntlust ry.com; ICC; www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - JG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 7.94 TC- From 71 plf at 7.94 to 71 plf at 11.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at 11.06 to 71 plf at 19.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 plf at -2.00 to 4 plf at 0.00 DL=4.2 psf. BC- From 14 plf at 0.00 to 14 plf at 19.00 BC- 1930.13 Ib Conc. Load at 13.14 Wind loads and reactions based on MWFRS. I n I1eu of structural panel s use purlins to brace alI flat TC w 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead I oad is 1.50. No SIZE SHI FT BITE [13] W4X8 S 1.25 [14] W5X5 3.75 R 1.25 [15] W4X8 S 4.50 4X8= 5X7= 2 E 5X5[14] T2 4 4 (— 2-11-11 1/411111: —1 8 Ii= 9-0- 1.5X4 III 4X8[13]= 4X8[15] Ill 3X10(A1)= 4X12(A7R) LE-2-0-0—>1 lac 7-11-4 + 3-1-8 + 2-0-1 + 5-11-3 I. 7-11-4 j_ 3-1-8 J, 7-11-4 J k 19-0-0 Over 2 Supports >1 R=1558 U=23 W=5.5" R=2139 U=10 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 + + 0� QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! .��,� F TC LL 25.0 PSF REF R7175- 91934 825 N 4th Ave,Cornelius OR 97113 •'I IPRI gtTANT1t FURNISH THIS OWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses require extreme care In fabri cats ng, handl l ng, shi ppl ng, install l ng and bract ng. Refer to and follow �� the latest edition of SCSI (Building Component Safety Information, by TPI o WI-CA) for safety practices prior ''�,- F� TC DL 10.0 PSF DATE 04/20/1 b to performing these functions. I nstal I ers shall provide temporary bracing per SCSI. Unless noted otherwi se, 14659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent 1 afore! rostral nt of webs shat I have bract ng instal 1 ed per BC DL 7.0 PSF SCSI DRW CAUSR7175 16111138 ,4 �O` I sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on II J ! the Joint Betas s, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a dI vi sI on of I TW Bu!I dl ng Components Group Inc. shat I not be responsi bl a for any devl ati on from thl s e -,. drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handlIng, shipping, SEAN- 34 354 AN ITW COMFANY !natal I at on A bract ng of trusses. q v TOT. LD. 42.0 PSF . A seal on t I s drew ng or cover pegs I I stI ng ml s drew ng, I ndl cotes acceptance of professi oral engl neer!ng /P, 'f0,71 IC19 responsl bl II ty sol el y for the design shoal,. The scot tabl n ty and use of t I s draw ng for any structure Is the '?", �.GOC DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I I ty of the Rol I dl ng Deal plat per ANSI ITPI 1 Sec.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VPZ7175ZO9 ALPINE: www.al pineltw.cony TPI: www.tpinst.erg; WTCA: www.sbcindustry.Com; ICC' www.iccsafe.org Renews:1213112017 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - KG) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top Bot chord 2x6 DF-Lchord 2x4 HF 22400f-2.0E: 400f-2.0DF-L #1&Bet.: 2 COMPLETE TRUSSES REQUIRED I ' z Webs 2x4 HF Std/Stud NaiI Schedul e:O.120"x3", min. nails Speci al I oads Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at -2.00 to 71 plf at 9.50 Use equal spaci ng between rows and stagger nails TC- From 71 plf at 9.50 to 71 plf at 19.00 in each row to avoid splitting. BC- From 4 plf at -2.00 to 4 plf at 0.00 4" o.c. spaci ng of nails perpendicular and parallel to BC- From 14 plf at 0.00 to 14 plf at 8.00 grain required in area over bearings greater than 4" BC- From 7 plf at 8.00 to 7 plf at 18.94 BC- 2656.23 Ib Conc. Load at 8.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1200.15 I b Conc. Load at 10.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 1184.06 Ib Conc. Load at 12.00 DL=4.2 psf. BC- 1178.71 I b Conc. Load at 14.00,16.00 BC- 1217.79 Ib Conc. Load at 18.00 Wind Ioads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead Ioad is 1.50. No SIZE SHIFT BITE [12] W5X7 S 2.25 [13] W3X5 2.75 R 1.25 [14] W3X5 S 3.75 6X6(R1)illikiki ---14 3X5S-% 11111P 3X5[13] --- 4r- i i i i i i i 3-5-15 -Arldggl_ 0-4-3 rill _' �--- 900 1.5X4 III 4X8(R) III 5X7(R)[12] III 3X5[14] III 3X12(A1)= 4X12(A8R) ---F-- Lc-2-0-0->J0"12 4- l'` 5-1-14 '1` 2-10-2 4 2_I_ 3 0-0 -I-4-4 2 2-10-2 I 5-1-2 5-1-2 L 9-6-0 9-5-4 J k 18-11-4 Over 2 Supports >1 R=4009 U=38 W=5.5" R=6296 U=17 W=4.75" 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 =. 375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AHD FOLLOW ALL ONTRA ON THIS DRAINING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IT FURNISH Tri s DRAWING To ALL CONTRACTORS INCLUDING TNB INSTALLERS. • F REF R7175- 9193 5 Trusses requl re extreme care In fabrl cats ng, handling, shl ppi ng, Installing and bracing. Refer to and follow ,.?.the latest edition of SCSI Bull ding Component Safety Information, by TPI and WTCA) for safety practices prior v� �' TC DL 10.0 PSF DATE 04/20/16 Tto performing these functions Install crs shall provide temporary bracing per BCSI. wless noted otherwise, 4Fe 46 59�'Q top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ` r ri gid ceilingLocations shown for permanent lateral restraint°f webs shall have bracing installed per d BC DL 7.0 PSF DRW CAUSR7175 16111141 .4 O`� II ! sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on t II L J the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I Al pi ne, a di vi si on of I TY Bui l di ng Components Group Inc. shall not be responsi hie for any devl ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss 1n conformance with ANSI/TPI 1, or for handling, shl ppi ng, •:- �' AN ITW COMPANY I nstal I ate on s brace ng of trusses. A seal on thio drawl ng me cover page IIwtilg this drawl ng, Indle.t.s aeoept.eee of professionalengins•rieg '(� �9 " TOT. LD. 42.0 PSF SEAN- 34437 respond bill ty sol el y for the deal gn shover. The sul tab)l i ty and use of this drawl Ig for any structure I s the 9.4 C.�.19 QQ� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the Bur I dl ng Beal goer per ANSI/TM1 Sec,2. Sacramento,CA 95828 For more nformatl on see the s j ob's general notes page and these web sl tea: �'4/W.ak ALPINE: wwx.alpineitw.cow TPI: www.tpinst.erg; wTCA: www.sbcindustry.core ICC. www.iccsafe.org SPACI NG 24.0" J RE F- 1 VPZ7 1 75209 RPnowa•17/11/7MT THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - IG) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere 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. Special loads Wind loads and reactions based on MWFRS. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 5.94 In lieu of structural panels use purlins to brace alI flat TC @ 24" TC- From 71 plf at 5.94 to 71 plf at 7.06 OC. TC- From 71 plf at 7.06 to 71 plf at 13.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive BC- From 7 plf at 0.00 to 7 plf at 13.00 load applied per IRC-12 section 301.5. TC- 500.00 I b Conc. Load at 5.89, 7.11 BC- 74.38 Ib Conc. Load at 2.00,11.00 Deflection meets L/360 live and L/240 total load. Creep increase BC- 80.61 I b Conc. Load at 4.00, 9.00 factor for dead I oad i s 1.50. BC- 216.43 Ib Conc. Load at 6.00, 7.00 5X5= 5X5= a 41 f 2-3-11 I _ +9-0-0 ________--- - iLir 1.5X4111 3X5= 3X10(A1) 3X10(A1) -2-0-0-->i 5-11-4 1-1-8 5-11-4 L- 5-11-4 X1,1-1-8,J_ 5-11-4 -.J r< 13-0-0 Over 2 Supports >1 R=1545 U=35 W=5.5" R=1363 U=22 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 Oregonrn (503)357-2118 "WARN!NGI•• AD REAND FOLLOW ALL NOTES ON THIS DRAWING! #1 •04 TC LL 25.0 PSF REF R7175- 91936 825 N 4th Ave,Cornelius OR 97113 '•I1PORrANT•• FURNISH THIS DRAWING TO ALL WNfRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shlpping, Installing and bracing. Refer to and fellowira, ' TC DL 1 0.0 PSF DATE 04/20/16 the latest edl LI on of BCS! (Building Component Safety Informatl on, by TPI and wsCA) for safety practl ces pre or to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwd se. 14659 '9 4,7. 411116 top chord shall have properly attached structural sheathing and bottom chord shat I have a properly attached r ri gid cei ling. Locatl ons shown for permanent lateral each)nt of webs shat l have bract ng instal led per BCS! BC DL 7.0 PSF DRW CAUSR7175 16111142 A PON se tions 83, B7 or B10, as applicable. Apply plates to face of truss and poli ti on as shown above and on I T. the Jolnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posdtlons. BC LL 0.0 PSF CA-ENG CWC/CWC I ' Alpine, a division of ITV eui l di rg Components Group Inc. shall not be responsible for any devl ng,on from this drawi ng, any fall are to bud I the truss In conformance wits ANSI/TPI 1, or for handling, shipping, =' •"e'' AN ITW COMPANY l nstal I ati on 5 bract ng of trusses. 9 TOT. LD. 42.0 PSF SEAN- 34348 . A seal on this drawl ng or cover pais II MI ng this drawl ng I nil utas acceptance of professne onai erpi eat ng C.7t'I Q:' reapenhibl l sty solely for the design sham. The NNltabll lty and use of this drawing for any structure Is the <IN_ � " DUR. FAC. 1. 15 FROM BB rosponsl bl I I ty of the Sul I di ng Designer per ANSI/WI 1 Sec.2. 8351 Rovana Circle V N W Y . Sacramento,CA 95828 For more information see this los general notes page and these web sl tes: bSPACING 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pines tw.coma TPI: tenv.tpi nst.or g; WTCA: www.sbcl ndustry.corn; ICC: wwwi ccsafe.ori Rnnewx.12/21/9117 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERIFY VERT FY, OR - I 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, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Wind loads and reacti ons based on MWFRS wi th additional C&C member deet gn. Deflection meets L/360 Iive and L/240 total I oad. Creep increase 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. 4X5(R1)i A 4 / IIIP 41--- 2-5-15 im U _ 9-0-0 1.5X4 III 2X4(A1) ---- 2X4(A1) L_2-0-0— i I' 6-6-0 >1< 6-6-0 6-6-0 I 6-6-0 I.< 13-0-0 Over 2 Supports J R=727 U=3 W=5.5" "...1 RL=34/-39 R=571 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 "WARNINGIww READ AND FOLLOW ALL NOTES ONWAS DRAWING! cc OTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N4th ponent Cornelius OR 97113 .•INPDRfANT.• FURNISH THIS DRAWING TO ALL CGNrRACTo1LS INCLUDING THE INSTALLERS. 4%tR ,�Ftc TC LL 25.0 PSF REF R7175- 91937 Trusses regui re extreme care In fabricating, handling, shipping, install I ng and bracing. Refer to and fol low the latest edition of BCSI (Building Component Safety Information, by TPI and eTCA) for safety practices prior e� TC DL to performing these function=. Installers shall �. F�' 1 0.0 PSF DATE proper y provide temporary bracing per BCSI. unless noted otherwise, �4 14 659 9 04/20/1 6 [op chord shall have 1 attached structural sheathing and bottom chord shall have a properly attached rlegid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 17 'r BC DL Ail MINI; O`� I n s tions 83, B7 or B10, as appl itubi e. Apply plates to each face of truss and post ti on as shown above and on 7.0 PSF DRW CAUSR7175 16111143 II J I hei lolnt Octal ls, unless noted otherwl se. Refer to drawings 1,bOA-Z for standartl plate positions Al pi ne, a di vision of ITT Bui l dl rg Components Group Inc. shall not be respond handl for any devi ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any£allure to build the truss n conformance wi th ANSI/TPI 1, or for handling, shi ppi ng, AN ITW COMPANY ,nstal I ati on s bract ng of trusses. a,:. _-a' . A seal on lthis drawing or cover page II sting thla drawl ng, I ndl cats,acceptance of profea Ion.! a meeting •E' �9 `� TOT. LD. 42.0 PSF SEQN- 34350 y solely for the design shown. The Sul tab!I ty and use of this drawing for any structure Is the 9� C 7t 1.9 AV 8351 Rovana Circle reoponsl bill ty or the Bull dl ng Desi poet per mal/TPI 1 Sec.2. Sacramento,CA 95828 sTjgNwr OW– Sacramento, DUR. FAC. 1. 15 FROM BB For more informatl on see this jobs general notes page and these web sites: ALPINE: www.al pineitw.coTPI: www. ore; WTCA: www.sbci ndustry.coin: ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VPZ7 1 75209 n; RWROwc:12/31/2017 (0416169-PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - NG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF SS :B2 2x6 HF SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 p f at 0.00 to 71 p f at 5.77 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 36 p f at 5.77 to 36 p f at 9.90 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0psf, wind BC BC- From 1471 p f at 9.90 to 1714 p f at 17.83 DL=4.2 psf. BC- From 14 p f at 0.00 to 14 p f at 3.79 BC- From 7 p f at 3.79 to 7 p f at 11.87 Wind loads and reactions based on MWFRS. BC- From 14 p f at 11.87 to 14 p f at 15.83 BC- From 4 p f at 15.83 to 4 p f at 17.83 Cal cul ated horizontal deflection i s 0.14" due to I i ve I oad and 0.14" BC- 216.67 I b Conc. Load at 7.83 9.89 due to dead Ioad. Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. ieu of structural panels use purlins to brace all flat TC @ 24" I oad applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50. [ 9] W4X5 S 3.25 5X7= 5X7= 3X5' 3X5, - 4 - 4 1 0-4-10 _ ��iri2-311 0 SS0514= 62 4X8= SS0514= 2 ` 9-0-0 J 2 3X10(A1)- 4X5(R)[9] III 3X10(A1) L--2-0-0 LL � F: 3379 181-10-0 4-1-8 4-5-0 ..d... -5-012 10-03 3-9-128 5-9-4 ,I, 4-1-8 J, 5-11-4 3-9-8 -I` 8-1-0 -I' 3-11-8 15-10-0 Over 2 Supports R=1171 W=3.5" R=1333 U=3 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 18 Gau•e HS,Wave FT/RT=2%(O%)/4(0) 16.01.00. a.,c. X , TY:1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357}!118 **WARNI NGI**READ AND FOug•ALL NOTES 6N THIS DRAW'NG! 825N4th Ave,CornehusOR97I13 IMpaRfANr*• P RNISN TMIs DRAW!NG TO ALL CONTRACTORS lNclwlre THE I TALEeRs. ��j ��, TC LL 25.0 PSF REF R7175- 91938 Trusses regal re extreme care in fabricating, handling, sh;ppi ng, installing and bract ng. Refer to and follow - the latest editlen of BCSI (Building Component safety Information, by TPI and wTCA) for safety practices prier l• 14659 9 TC DL 10.0 PSF DATE 04/20/16 to to performing these funcil ons. Installers shall Provl de temporary bracing per BCSI. Unless noted otherwise, r" top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I I ng. Local;ons shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per BCSI I BC DL 7.0 PSF DRW CAUSR7175 16111144 Ail O`� II ' see tions B3, B7 or B10, as aoppl I cabl e. Apply plates to each face of truss t and post ti on as shown above and on - II L J 1 the Jot Details, unless noted otherwise. Refer to drawings 160A-Z for=andard plate pos,t,ens.Al BC LL p;ne, a dl vl si on of ITN Building Components Group Inc. shall not be respond ble for any devl ati on from this .:.-_e. 0.0 PSF CA-ENG CWC/CWC drawing, any to bull a the truss in conformance wi th ANSI/TN 1, or for handl Ing, sill ppl ng, r AN ITW COMPANY i nstal I at;on A brae,ng of trusses. ,9 'fc.7,19a9 c TOT. LD. 42.0 PSF SEON- 34439 . A seal on this drawl ng or cover peg.I Intl ng tills drawl ngI ndl elites accept.ee.of profess'oral sn9l neerl �_!1 responmd b1 I 1 ty solely for the deal gn shawl. The Sul tabs I I ty and use of t l s draw ng for any structure I snthe �4N w*`V OUR. FAC. 1. 15 FROM B B 8351 Rovana Circle respsl 121 l l ty of the But l dl ng Designer per ANSI IrPI 1 See.], Sacramento,CA 95828 For more I nformatl on see this job's general notes page and these web d les: ALPINE: www. TPI: , www.sbci ndustry.col; ICC: www I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - PG) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere 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 Wind loads and reactions based on MWFRS. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 p fat -2.00 to 71 p fat 5.94 In lieu of structural panels use purlins to brace all flat TC c 24" TC- From 36 p f at 5.94 to 36 p f at 7.06 OC. TC- From 71 p fat 7.06 to 71 p fat 15.00 BC- From 4 p f at -2.00 to 4 p f at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive BC- From 7 p fat 0.00 to 7 p fat 13.00 load applied per IRC-12 section 301.5. BC- From 4pfat13.00to 4pfat 15.00 TC- 500.00 I b Conc. Load at 5.89, 7.11 Deflection meets L/360 I i ve and L/240 total I oad. Creep increase BC- 74.38 I b Conc. Load at 2.00,11.00 factor for dead I oad i s 1.50. BC- 80.61 I b Conc. Load at 4.00, 9.00 BC- 216.43 Ib Conc. Load at 6.00, 7.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W1.5X4 S 2.25 5X5= 5X5= Z=IS 4 1 4 2-3-11 0\3 +9-0-0 l' 1. 5X4[6] III 3X10(A1)= 3X10(A1) 3X5= L-2-0-0-->•I 1<-2-0-0->•1 5-11-4 >1 1-1-8 5-11-4 >1 1 1-8 5-11-4 ,I, J, 5-11-4 ---j 13-0-0 Over 2 Supports R=1510 U=32 W=5.5" R=1510 U=32 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p116y^A TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. p & ( ) S "WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ( w Truss Components of Oregon 593 357-_118 „IMPORTANT„ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F TC LL 25.0 PSF 825 N 4th Ave,Cornelius 01�97113 �y ��e REF R7175- 91939 Trusses require extreme care In Fabrl cat'ng, handling, shipping, installing and bracing. Refer to and follow �ei the latest edition of act (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 9 TC DL 10.0 PSF DATE 04/20/16 to performing these Nncti ons. Installers shall prove de temporary bracing per SCSI. Unless noted otherwise. �. ...:. r- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I I ng. Locate ons shown for permanent I ateral restraint of webs shat I have bract ng i natal I ed per BCS! N �' _.I BC DL 7.0 PSF DRW CAUSR7175 16111145 .4 LJ�J� : 7 sections 03, V or 010, as applicable. Apply plates to each face of truss and position as shown above and on JI the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Al p1 ne, a di vi si on of I TW Sul I di no Components Group Inc. shat I not be response bl a for any devi ate on from the s Y,� j drawl ng, any l Are to build the AN ITWCOMP4NY Installation a bracing of trusses.truss In conformance with ANSI/TPI 1, or for handling, she poi ng, v 9 '4.0.7t%Os% 41 .., TOT. LD. 42.0 PSF SEAN- 34433 . A seal on thl s drawl ng or cover pegs I I stl ng this drawl ngI ndl Utes acceptance of profsssl aal enol Iwrl n9 �i1 respmalbII Ity solely for the deal gn shoed. The Sul tab!IIty and use oft!s drawl ng for any structure Is the fi Q sss,Royana c e,e respond bl I I ty of the Sul I ding Deoi goer per ANSI/Tel 1 sec.:. T/O K CA‘ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see the s i ob.s general notes page and these web s!tee: ALPINE: www.a1 pi mei tw.con; TPI: www.tpi net.erg; vac, www.sbcl ndustry.corn, ICC, www.a¢safe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7175Z09 (0416169--PARR LUMBER—HI LLSBORO —Windwood 1247A std heel -- VERIFY VERIFY, OR — P) THI S 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. 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 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. 4X5= 4 4 2-5-15 ii " 9-0-0 y = 1.5X4 III 2X4(A1) 2X4(A1; -2-0-0 L--2-0-0—>i r 6-6-0 'I< 6-6-0 I, 6-6-0 J, 6-6-0 J k 13-0-0 Over 2 Supports R=719 U=3 W=5.5" R=719 U=3 W=5.5" RL=46/-46 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . ip 7,- QTY:3 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 '•WARMNc1*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th ponent Cornelius OR 97113 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '`�\�' ' V ��� TC LL 25.0 PSF REF 87175- 91940 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow V�l- the latest edi ti on of SCSI (Bui l di ng Component Safety I nformati on, by TPI and RIGA) for safety practices Ori or 14659 '9 TC DL 10.0 PSF DATE 04/20/16 t• to performing these functions. I nstal I ers shal I provl de temporary bracing per SCSI. Unless noted otherwise. r- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi 0 cel l I ng. Locati ons shown for permanent lateral restral nt of webs shat I have bract ng I natal I ed per BGSIDRW CAUSR7175 16111146 ,4 r O`� Sections B3, B7 or B10, as aopplIcable. Apply plates to each face of truss and position as shown above and on I BC DL 7.0 PSF `III L J I i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL Al pine, a di vi sl on of ITN Buil ding Components Group Inc. shal l not be responsi bl a for any devi atl on from thi s e.1,-_... 0.0 PSF CA-ENG CWC/CWC drawing, any failure to hal ld the truss In conformance wl th ANSI/TIN 1, or for handling, shipping, AN ITW COMR4NY I natal I at on w bracing of trusses. "we A seal en:his drawing en seven pope I Istinp this drool ng, Inelentes acceptance of pg ng /, ate 7t 19�9 Q�;' TOT. LD. 42.0 PSF SEAN- 34435 I bl I I T profess'one' engi neer) 9 respons y solely for the design show,, The Sul teblllty and use oT this drawing for any structure Is the 8351 RovanaC Circle responslblIIty of the Bull di ng Designer per ANSI/Tpl 1 Seo.2. l/4N. ev DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s J ob•s general notes page and these web sites: ALAI NE. www.al pi net tw.com; Tal;�w,w.tpi nst.erg: NrCA: www.sbci ndbstry.cam; I CC www I eesafe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7175 Z09 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - BC) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 7.94 DL=4.2 psf. BC- 14.00 I b Conc. Load at 2.00 BC- 26.16 I b Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 104.98 Ib Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total Ioad. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. R=130 4 r-- FA 1 9-7-13 0-11-5I J 9-0-0 V 2X4(A1) —2-0-0 >z 1-10-3 >1< 6-1-1 J 7-11-4 Over 3 Supports R=306 U=33 W=5.5" R=101 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%8(0%)/4(0) 16.01.00. • .-•0 '1.OP •TY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARN(NGI••READ AND FOLLOWALL NOTES UNTHIS DRAIN NG! ���i. F TC LL 25.0 PSF REF R7175- 91941 825 N 4th Ave,Cornelius OR 97113 ••1IIpoRTANr•• FURNISH THI s DRAwI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regui re extreme care in fabrl call no, handling, shi ppl ng, Instal l l ng and bracing. Refer to and follow d � � the latest edition of BCSI (Be!Iding Component Safety Information, by TPI and wrcA) for safety practices prior tea, 14659 9 . TC DL 10.0 PSF DATE 04/20/16 to performing these functi ons. Installers shat I provl de temporary bracing per SCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri gid cei I i ng. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI I" ,w...� DRW CAUSR7175 16111147 ,4 �O`� II ' sections B3, B7 or B10, as applicable. Apply plates to each face of truss t and position as shown above and on All J the Joint Rata)ls, unless noted otherwl se. Refer to drawings 1,60A-Z Por s andard plate positions. Alpine. a di vision of I w Build)g Cnmppnenta Grnup Ina sha11 not esponsible fpr any devlatinn frnm this a_. 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 ITwCOMPANY Instal Iat!on R bracing of trusses. �F g9 " TOT. LD. 42.0 PSF SEON- 34198 A seal on Ohl s drawl ng or cover page I l sti ng this drawl ng, I edi cotes acceptance of profess1 oral wlgi pearl 05 9/ �%.7,01 Q� responsl bl l l ty solely for the des!gn shown. The Sul tab))l ty and use of this drool ng for any structure Is the 8351 Rovana Circle respond bi l l ty of the Sul ng Designer par ANSI/TN 1 sec.:. �jQN W.CN�Q DOR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this j ob's general notes page and these web si tes: �T ALPI NE www.al p1 nel tw.corn; TPI: www.tpi nst.org; NTC, www.sbcl ndustry.con, ICC: www.I ccsafe.org Renews:12131/2017 SPAC I NG 24.0" J REF- 1 VPZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -tai ndwood 1247A std heel -- VERIFY VERI FY, 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 Ioad is 1.50. _*10-3-13 4 R=107 1-7-5 9-0-0 2X4(A1) —2-0-0 >< 3-10-3 >L 4-1-1 >1 I 7-11-4 Over 3 Supports R=384 U=4 W=5.5" R=107 RL=32 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I.rir,,pleR0pf :3 OR/-/1/-/-/R/- Scale =. 5"/Ft. 41, Truss Components of Oregon (503)357 118 "WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4thAve,CorneliusOR97113 ••IWPORTANr•• FURNISH7HISORAWINGTO foeALWNIRACTpRm,sweINGTHEINSTALLERS. TC LL 25.0 PSF REF R7175- 91942 Trusses require extreme care In fabricating, handling, shipping, install log and bracing. Refer to and follow 4 �r the latest edition of ecti (Building Component Safety de temporary by TPI and wBCSI For safety practices prior 44, 46 59 TC DL =n Performing these functions. Installers shall provide temporary bracing per BGs, Unless noted othe wise, Q 10.0 PSF DATE 04/20/16 [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl ei d cei I 1 ng. Locati ons shown for permanent I ales) rests)nt of webs soar I have brae,ng I nsta,1 ed per BCSI BC DL 7.0 PSF DRW CAUSR71 75 16111139 .4 r O�� e it ons B3 By or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on II L the Jol nt Detal I s, unless noted otherwl se. Refer to drawl ngs 160A- gs Zrur standard plate nydeviati BC LL 0.0 PSF CA-ENG CWC/CWC I ti ons. � Al pi ne, a dl vl si on of I TM Bui I dl ng Components Group Inc. steal I not be respond bl a for any devi ati on from this a�' -'e drawl ng, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY i nstal I ati on A brat!ng of trusses. 9 �fC,7,VI- _.ire-..1114 TOT. LD. 42.0 PSF SEAN- 34311 Aseal on Aeseals ransom' I Ohl o sol ng g}Br cone r pig I I sti ng MIs drawl ng, I ntll sates acceptance of profess'ons) ental neer'ng '1,9", 9n sheen. The sultebllty and use of this drawing for any structure Is the �w /Tv FROM BB 8351 Rovana Circle respond a I 1 Ty of the&d 1 di ng Des'soar per ANSI/TPI 1 see.2. IQIW we y',•" OUR. FAC. 1. 15 Sacramento,CA 95828 For more!nformati on see this)ob.s general notes page and these Bob 51 les: Renews:12/31/2017 $PAC I NG 24.0" REF- 1 VPZ7175Z09 ALPI NE: mumsal p!mei tw.term, TP/: www.tpi nst.erg; WTCA: www d sbndestry.cam; I cc www.1 ocsafe org (0416169--PARR LUMBER—HI LLSBORO —Wi ndwood 1247A std heel -- VERIFY VERIFY, OR — B1) THI S DWG PREPARED FROM COMPUTER I NPUT (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 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 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. 10-11-13 ' R=172 U=10 4 x- 2-3-5 +9-0-0 / 2X4(A1) —2-0-0 >t< 5-10-3 >l< 2-1-1--- I 7-11-4 Over 3 Supports R=451 W=5.5" RL=43 R=114 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 —, QTY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-_118 •*WARNINGI ww RFAD AND FOLLOW ALL NOTES ON THIS DRAWING! G 825 N4th Ave,Cornelius 01297113 "IIPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ``w�ffirill. �� TC LL 25.0 PSF REF R7175- 91943 Trusses requl re extreme care In fabricating, handl Ing, shl ppi ng, installing and bracing. Refer to and follow ' , 9 the latest edition of BCSI (Building Component Safety Information, by Tel and WTCA) for safety practices prior el? TC DL 1 0.0 PSF DATE 04/20/16 r. to Performing these functions. Installers shall Provitle temporary bract eq per BCSI. Unless noted nrnerwise, 1 46 59 7 top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached Q rigid ce;ling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111148 ,4 r �O`� II ecPi ons 83, BT or 810 as applicable Apply plates to each face of truss and position as shown above and on 1 II J the Joint Uetalls, unless noted otherwise. Refer to drawings 16nOA-Z for standard plate positions. AI 1 ne, a tli vl:is., on of ITN Bui 1 dl n Canponen[s Group Inc. steal I not be responsi bl a for any devi ants; on from thi BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any balloon to build the truss in conformance with ANSI/TPI 1, or for handl;ng, shipping, AN ITW COMPANY rete/I ati on R bract ng of trusses n 9 ��/ TOT. LD. 42.0 PSF SEAN- 34313 A seal on this drawl ng or Cover papa Il sting tris drawl ng, Imil cotes acceptance of profess/one/ engi neer!ng 9 'fC 7,19$ �`/ respond bl l l ty sol el y fbr the deal gra show,. The sol tab/11 ty and use of this drawl ng for any structure I s the ›S} 8351 RovanaCucle rospomlbn I ty or the&1I Imng Designer per ANSI/TPI 1 Sec.2. /,/u�*ws11Q DDR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this)obi s general notes page and these web silos: /OW Yp ALPINE: www.al pineitw.com: TPI: www.tpinst.org, aTCA: minx.sbcindustry.com; ICC: mow Iccsafe.or9 SPACI NG 24.0" J REF- 1 VPZ7 1 75209 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. 0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - B2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC 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 Right end vertical not exposed to wind pressure. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 9] W1.5X4 S 2.25 2X4 III 1 • 4 I I 2-11-11 � CJI 4-9-0-0 i lear1.5X4[9] III 2X4(A1) L-_-2-0-0-J F` 7-9-8 .1"12 -fi 1< 7-11-4 Over 2 Supports R=517 W=5.5" R=309 U=4 RL=55 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%D(0%B)/4(0) 16.01.00.0 QTY: 5 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 wwWARNI NGI ww READ AND FOLLOM ALL NOTES ON THIS DRAWING! t�t,� -OF4e TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I IPoRTANf" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .`" REF R7175- 91944 Trusses require extreme care In fabrl cats ng, handling, shl ppi ng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WT A) for safety practices prier G" 46::111V TC DL 10.0 PSF DATE 04/20/16 „ to perform)ng these functions. Installers shall provide temporary bract ng per SCSI. Unless noted otherwise, (tI 14659 '1' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �. riegi d eel I i ng. Locatl ons shown for permanent lateral restrai nt of webs shat 1 have bract ng instal I ed per SCSI BC DL 7.D PSF DRW CAUSR7175 16111149 All '1 O�� s tions B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on L 19 I II L I the Jol nt betel Is, unless noted otherwl se. Refer to drawings 160A-Z for standard plate posi ti ons. I 1 Al pi ne, a div!sl on of I TW Su!I di ng 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 I ure to bui I d the truss I n conformance wi th ANSI/TPI 1, or for handl Ing, shi ppi ng, PA AN IrweoMNY installation s bracing of trusses. V TOT. LD. 42.0 PSF SEAN- 34315 • A seal on MI s dress ng or cover peen Plating tnl N drald ng I edI utRs ettsptene.or profebal anti elgl newel np f0/ 'fC 7,�gBg 4 reopens!bill ty SRI e1 Del the des) erupe The TNl t1 Sec.y and use of chin dread lq ror a11y Strlcotar.I s thes1�, Q4 DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl I I ty of the Rel I al ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this Job's general notes page and those web sites: �qNw.��� SPACI NG 24.0" JREF- 1VPZ7175ZO9 ALPINE: www.al pi Tei tw.corn; TPI: www.tpl nst.org; WTCA: www.sDci ndustry.corn; ICC: www.iccsafe.org Renews:12,311017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - B2G) Top chord 2x4 HF #2 Special Ioads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x4 HF #2: TC- From 71 pl f at 0.00 to 71 pl f at 7.94 BC- From 7 pl f at 0.00 to 7 pl f at 7.94 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 124.41 Ib Conc. Load at 2.00, 4.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 2264.20 I b Conc. Load at 6.00 DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 5] W4X8 S 5.00 [ 6] W5X5 3.00 L 1.25 [10] W5X5 S 2.00 1.5X4 III 5X5[6]------- / i 4 �- r _....iiiiiiiiii 2-11-11 ___Iiii-. � . SI�I� ' J +9-0-0 �I 4X8[5] III 5X5[10] 4X5(A1) 6-0-0 J� 1_9-84 ?Ljz 6-0-0 1 'I 7-11-4 Over 2 Supports R=1036 U=8 W=5.499" R=2096 U=9 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 (5031357-2118 wwWARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! (kREF R7175- 91945 825 N 4th Ave,Cornelius O97113 ""' AI+T" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t�"� •�FF TC L L 25.0 PSF Trusses requl re extreme care In fabrl call ng, handl I ng, shl poi ng, Install l ng and bracing. Refer to and follow � the latest edition of BCSI (Bei lding Component Safety Information, by TPI and WTCA)for safety practices prior f��;,a k�e TC DL 1 0.0 PSF DATE 04/20/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 4 14659 'Y top chord shall have properly attached structural sheath,ng and bottom chord shall have a properly attached A.. ri gid cel I i ng. Locatl ons shown for permanent I eters, restraint of webs shat, have bract ng i nstal I ed per BCSI C.. BC DL 7.0 PSF DRW CAUSR7175 16111150 A ect,ons B3. B7 or 010, as appl I cab,e. Apply plates to each face of truss and post ti on as shown above and on .� All 1I O1�'` I 1 : the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC �-1 [I J I \SII AI pi ne, a di vi si on of I TW Dui I di ng Components Group Inc. shat I not be respond bl a for any devi ati on from thi s drawi ng, any fall ure to but Id the truss!n conformance with ANSI/TPI 1, or for handl l ng, shi ppl ng, AN IrwconnR4NY instal lotion b bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 34391 . Asseal on this drawl ng or cover page I I at'ng tills drool ng, I ndl°etas acceptance of profess,one, enol naevi ng 'E° 9$e pawl°Ill ty solely for the design shown. The tel Uhl II ty and use of thls drawl ng for any structure Is the 9/ 7,1 8351 Rovana Circle responol hi 11 ty or file 0011 dl ng Designerper AILS'/f P' 1 500.2. Vl'4Nw OP- Sacramento, OUR. FAC. 1. 15 FROM BB s3Cl2n1CBI0,CA95828 For more Inform,ti on see this Job's general notes page and these web s,fes [� SPACING 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi nal tw.com; TPI: www.tpl nst.erg: WTCA: www.sbcl ntlust ry.com; ICC: www.,ccsafe.org Renews:12'1112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169—PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - H) 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 DL=4.anywhere roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind 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 1-- 2-11-11 9-0-0 i 1.5X4[9] HI 2X4(A1) L---2-0-0—aJ Fc 7-9-8 1"12 7-11-4 Over 2 Supports 71 R=517 W=5.5" R=309 U=4 RL=55 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. • .,ti w QTY:25 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503))357-2118 **wARNI NGI**READ AND FOLLOW ALL NOTES ON TRIS DRAWING. t 1.0 825N4thAve,Cornelms01�97113 **IWPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Co, - TC LL 25.0 PSF REF R7175- 91946 Trusses require extreme care in fabri call ng, handling, shipping, Instal l erg and bracing. Refer to and follow o, L. the latest edl ti on of SCSI (Sul l di ng Component Safety de temporary on, by TPI and WTCA) for safety practices prior Te to perform'ng these functions_ Installers shall provide temporary bracing per SCSI. Unless noted otherwise. �� 1 465 9 "Q TC DL 10.0 PSF DATE 04/20/1 6 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached re gid cel l l ng. Locations shown for permanent lateral astral nt of webs shalI have bracing installed per BCSIBC DL Ail �0�� I s tions aa, aT or e10, as app) cab)e. Apply pI ates to each face of truss and poli tion as shown above and on ,_•..040-Mire7.0 PSF DRW CAUSR7175 16111151 II I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate pose tl ons. I Al pi ne, a di vi sl on of ITN Bui!di ng Components Group 1 nc. silo)I not be responsible for any devl ate on from thisBC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fai 1 ure to bul I d the truss I n conformance wi til ANSI/TPI 1, or for handl I ng, sill ppi ng, .,-' -'• AN ITW COMPANY installation 8 brace ng of trusses. . A seal on this drawl ng or cover pegs IIell 11p this drawl ng, Indicedes acceptance of professional w Ineeri �f^ �°' �' TOT. LD. 42.0 PSF SEAN- 34356 esponsl bl l Ity solely for the design shown. The sultebi l It and u II g s / v T,19 �� 8351 Rovana Circle respond bl 11 t of the&11 I el Y a use of 1 s drawl ng for any structure I s"iha Y ng Designer per ANSI/TPI 'sae.a. Sr/dHw.CHp� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see till s)ob•s general notes page and these web sites: SPACI NG 24.0" J RE F- 1 VPZ7 1 7 5209 ALPINE: www.al pi nei tw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: WNW.1 ccsafe.org Renews:12/31/2017 • (0416169--PARR LUMBER—HI LLSBORO —Windwood 1247A std heel -- VERIFY VERIFY, OR — OG) 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 I t : Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special Ioads Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 pl f at 0.00 to 71 pl f at 5.73 Use equal spaci ng between rows and stagger nails TC- From 71 pIf at 5.73 to 71 plf at 7.94 in each row to avoid splitting. BC- From 7 pIf at 0.00 to 7 pl f at 7.94 PLT- 361.98 Ib Conc. Load at ( 5.68,11.18) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located PLB- 196.03 I b Conc. Load at ( 2.00, 9.04) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC PLB- 1444.81 I b Conc. Load at ( 4.00, 9.04) DL=4.2 psf. PLB- 808.41 I b Conc. Load at ( 6.00, 9.04) Wind loads and reactions based on MWFRS. In Iieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 5] W4X5 S 3.50 [12] W3X5 S 1.25 5X5= 1.5X4111 I 4 r_— dill"""""iii 2-1-7 2-2-14 --gillIllIllgillIllIlli .. 11.--2.. 4X5[5] Ill 3X5[12] [ 7 3X5(A1) 5-8-12 I 5-8-12 2-2-8 2-2-8 5-8-12 ,l, 2-2-8 —I Fc 7-11-4 Over 2 Supports >1 R=1501 U=16 W=5.5" R=1930 U=15 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. BROp TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINOI•• READ AND FOLLOW ALL ONTRA ON THIS DRAWING! \� �� TC LL 25.0 PSF REF R7175- 91947 825 N 4th Ave,Cornelius OR 97113 I YPORTANr•• FURNI SH 7111 s avian NG To ALL CONTRACTORS!NCLUDI NG THE 1 xsTau eRs. ee•.� Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow \'J the latest edition of°CSI (Building Component Safety Information, by TPI and WTCA) for-safety practices prior w+ 14659 9 • TC DL 10.0 0 PSF DATE 04/20/16 to Performa n9 these functions. Installers shall provide temporary bracing per BC51. Unl essoP ted ofherwi se. r I — top chord shat I have properly attached structural sheathing and bottom chord shall have a pr erly attached ri gitl ceiling. Loeati ons shown for permanent lateral restraint of webs shall have bract ng Installed per and 1 e BC DL 7.0 PSF DRW CAUSR7175 16111152 ,4 O�� T� sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and posi ti on as shown above and on II L. AbI I the Joint Details, unless noted others!se. Refer to drawings 1b0A-Z for standard plate positions. 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 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, sr AN ITW COMPANY Instal I ata on n brace ng of tresses. op Tc.7 1:989 q .' TOT. LD. 42.0 PSF SEON- 34352 A�seal on MIs drawl ng or cover page 1 I st1 ng 051 s drawl ng, 1 ndl cares acceptance of profess!dial engl Beer! -UT/ paw16111 ty col el Y for the deal gn shown. The sui tahlllty and use of Chis drawl ng for any structure 1:n2he I4 W. CV DUR. FAC. 1. 15 FROM BB — 8351 Rovana Cycle responsi h!II ty of the Bul I dl ng Desi par per AN51/TPI 1 Sec.2. e'/.W V{� Sacramento,CA 95828 For more I nformatI on see MI s j ob•s general notes page and these web sites: mu,ALP/Ne: wal pi nal tw.corn; TPI: www.tin nst.or, NrcA: www.sbci ndustry corn: ICC www.I ccsafe.nrg Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VPZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - CG) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 pl f at -2.00 to 71 pl f at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 7 pl f at 0.00 to 7 pl f at 5.94 DL=4.2 psf. BC- 14.00 I b Conc. Load at 2.00 BC- 26.16 I b Conc. Load at 4.00 Wind Ioads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead Ioad is 1.50. R=65 4 1-- 11 9-7-13 I 1 0-11-5 i I 9-0-0 V 2X4(A1) • —2-0-0 >< 1-10-3 >< 4-1-1 J 5-11-4 Over 3 Supports >1 R=329 U=33 W=5.5" R=74 Design Cri t: I RC2012/TPI -2007(STD) a PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. a1ripdFR TY:5 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 1503)357-2118 " ES WARNI NGI••READ AND FOLLOW ALL NOTON MIS DRAINING! �� 825N4th Ave,Cornelius OR97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORSINCLUDING THE INSTALLERS. C• �e TC LL 25.0 PSF REF R7175- 91948 Trusses regni re extreme care i n fabri tori ng, handl ng, shi ppl ng, I metal I ng and bract ng. Refer to and fel I ow wZ' 14659�'9 TC DL 10.0 PSF DATE 04/20/16 the latest edition of BCSI (But l di ng Component Safety Informed on, by TPI and WTCA) for safety practices prior , t• to performing these fundi ons. Installers shall prowl de temporary bracing per BCSI. Unl ess noted otherwise. ` r- _ ,41164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI /.4.401M. BC DL 7.0 PSF DRW CAUSR7175 16111153 ,4 1 sections 83, B7 or 810, as applicable. Apply plates to each face of truss and poem ti on as shown above and on II 'I ol� I I the Joel nt Detal ls, unless noted otherwl se. Refer to drawings 1,60A-Z for standartl plate post tl;most;ILIA I \�I' I Alpine, a dlvis;on of I,TI Slid;rg Components Group Inc. shall net be rorpforihie for any 1ppiatlon frnm this e;,,.-., BC LL 0.0 PSF CA-ENG CWC/CWC tlrawi ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Install at;ons bracing of tresses. ,9 a 'fQ 7 199 QtV+ TOT. LD. 42.0 PSF SEQN- 34318 A seal on this drawl ng Sr cover page I 1 stn ng thl s drawl ng, I ndl uan tas acceptance of profess'ons' engl neer)Ing 4 reaponsi I I ty sol el y for the design shown. The sul tabl I 1 ty and use of this drawl ng for any structure I s the 8351 Rowena Circle responsl bl II ty of the Bud l di ng Designer per ANSI/TPI 1 Sec.3. no wr 6 DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nfornrati on see thl s j ob's general notes page and these web sl tee: ALP/NE: www.al pl mel tw.comm TPI: waw.tpl net.erg; wTCAA: www.sbci ndustry.comm ICC: www.I cesafe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7175Z09 I (0416169—PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK 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 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 Iive and L/240 total Ioad. Creep increase desi gn. factor for dead load is 1.50. 10-3-13 1 R=97 U=4 4x- 1-7-5 N— t 9-0-0 2X4(A1) -- L---2—0-0 -i< 3-10-3 >i< 2-1-1--->J 5-11-4 Over 3 Supports R=378 U=6 W=5.5" RL=32 R=81 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(08/8)/4(0) 16.01.00. D1 OFF TY:5 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon ((503))357-'2118 ••WARN!NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N4th Ave,Cornelius OR 97113 ••1NS pORrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175— 91949 Trusses require extreme care In fabricating, handling, shipping, Installing and bract no. Refer to and follow the latest edition of BCSI (Bol Iding Component Safety Information, by TPI and A'rCA) for safety practces prior Iru /' 14659�9 TC DL 10.0 PSF DATE 04/20/16 to performing these functions. I nstal I ors shall provi de temporary bracing per BCSI. Unless noted otherwl se, ` r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gitl cel l l no. Locatl ons shown for permanent lateral rostral nt of webs shalI have bracing installed per BCSI t- 1 BC DL 7.0 PSF DRW CAUSR7175 16111154 .4 r O`� I I AI tions B3, B]or 810 as appl i wbl e. Apply pl ales to each Face of truss and post tion as shown above and on II L J the Joint Details, unless noted otbl e. se. Refer to drawings face for standard plate positions. pine. a division of Ift euilding Components Group Inc shall not be responsible fpr any deviation from this e, BC LL 0.0 PSF CA-ENG CWC/CWC 1 drawl ng, any fal lure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, v AN ITW COMPANY i nstal l atl ons brad ng of trusses. A seal on thle drool ng or cover peg.IIstIng this drawl ng, Indlcats.ecce teooe of profe..l*nal eaolneerl9i , •7,19 9 Q� TOT. LD. 42.0 PSF SEQN- 34320 responsl bl 1 I ty sol el y for the design shown. The sol tabs l I ty and use of thl s drawl ng for any structure I.nghe 8351 RovanaCrcle responslbl I Ity of the Bel Id,ng Designer per ANSI/TTO 1 Sec.2. `fir/qNw•�NAQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s)ob.s general notes page and these web sl tes: SPACI NG 24.0" JREF— 1 VPZ7175ZO9 ALPINE: www.al pi nei tw.cod; TPI: www.tpl nst.org; NTCA: www.sod ndustry.cod; ICC: www.i ccsafe.org Renews:12/31/2017 (0416169--PARR LUMBER-HI LLSBORO -all ndwOOd 1247A std heel -- VERI FY VERT FY, OR - C1) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. • 1.5X4 III / • �_.—_. 4 2-3-11 i J 1. 5X4 III 2X4(A1) L--2-0-0-1 5-9-81"12 'f1 5-11-4 Over 2 Supports R=439 W=5.5" R=216 U=2 RL=44 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . 'TY:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357 2118 ""WARM NGI""READ AND FOLLOW ALL NOTES ON THI s awl NG! 0`�C 825N4th Ave,of ,5931 3 "•IWORWANT•` FUMIISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ���'� -��� TC LL 25.0 PSF REF 87175— 91950 Trusses require extreme care In fabricating, handl Ing, shipping, Instal II mg and bracing. Refer to and follow �" the I edition of BCsi (Building Component Safety Information, by TPI and wnCA) for safety practices prlor 14659 9 TC DL 10.0 PSF DATE 04/20/16 T. to performing these font ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. Q top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attached r ri gi tl cel I I nq. Locations shown for permanent I ateral Beach fa of webs shat I have brad ng]notal I etl per BCSI 1 (1 W_/ BC DL 7.0 PSF DRW CAUSR7175 16111155 ,4 r �0 a tions B3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on II I the JOI nt Uetai I:,o, unless noted otherwl se. Refer to drawings 1600-Z far standard plate positions, drawl ng, a dl vi sl on of bu Bui di ng Components Group 1 nc. :on:, I not be rorfori bl a£or any devi ati on from thl s • •:,- .s, BC LL 0.0 PSF CA—ENG CWC/CWC g, any failure to builtl the truss in conformance with AN51/TPI 1, or for handling, sM1i ppl ng, AN RW COMPANY I notal I au on w braci ng of trusses. respmsl bljjts drew ng or cover page Iistl ng this areal�, Intl]ores acceptance of professions] .ngl n..rl ng 9/ .f�T,1g6%.440' � TOT. LD. 42.0 PSF SEAN- 34322 y solely for the deslgn sheen. The sal tab] Ity and use of thl s drawing for any structure Is the }, 8351 Rovana Circle reepensl blllty of the Ba,Idl ng Designer per ANSI/Tpl ,see.z. 'r�),�Mwr C�►P DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s j ob.s general notes page and these web sl tes: ALPINE: www.al pi ne]<w,cot, TPI: www.tpi not oro; NTCA: www,sbci ndustry.con: ICC: www.i ccsa£e.org Renews:12/31/2017 SPACI NG 24.0" J REF- 1 VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - DG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MER. 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 bldg, Located TC- From 71 pl f at -2.00 to 71 pl f at 1.85 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 -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 5.73 BC- 14.00 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 26.16 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 live factor for dead load is 1.50. load applied per IRC-12 section 301.5. R=60 4 f— 11 4_9-7-13 I 9-0-0 V 0-11-5I 2X4(A1) L---2-0-0 >i< 1-10-3 >I< 3-10-9 _J l 5-8-12 Over 3 Supports R=330 U=33 W=5.5" R=72 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/-Components of Oregon 503))357-2118 ••WARM NGI••READ AND FOLLOR ALL NOTES ON THIS DRAM NG! t 1 SCa I e =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 '•I mpoRTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLDDI NG THE INSTALLERS. ERS. �4� • •O�F TC LL 25.0 PSF Trusses require extreme care In fabrl call ng, handling, shl ppi ng, Installing and bract ng. Refer to and follow the latest edi tion of BCSI REF R71 4 91951 (Building Component handl InFormati on, by TPI and Wrd for safety `� /� n to performing these functions. InstalIers shall provide temporary bracin noted prior �`+ TC DL 10.0 PSF DATE 04/20/1 6 [op chord shat I have g per al I e ass rated therwi se, 14859 '9 properly attached pe structural nal reing and bottom chord shall have a properly attached �r regitl cel ling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI .4 fl [Ions 83, BT or e10 as applicable Apply plates to each Face of truss and position as shown above and on 4 I I BC DL 7.0 PSF DRW CAUSR7175 16111156 II L he Jo]nt Detalis, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post ti ons. o1 N I' Alpine, 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 AN ITW COMPANY drawl ng, on&abraci ng ofutI d the.truss I n conformance with ANSI/TPI 1, or for handl I ng, shi ppi n, •„. ..e. 9 - A seal on this drawing or cover peps I lsting this drawly Indlcotss t.nc.er prpress,one, e,q„�r,pp 9 ” TOT. LD. 42.0 PSF SEAN- 34324 8351 Rovana Circle feed I W I 1 y of the Bful I the dost pn eham. Tee stl tebi I i ty end usa oft l s drawl ng for ay stn¢turs I s the �/}'eC 7,19$ � rws IbllIt ng Deslprer per ANSI/TPI 1 sec.2. 41, f' C�ISQ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thI slr s ALPI NE: www.al pi mel tw.corn: TPI: www.t I o general notes page and these web slimes: pi net.org; WTCA: bci ndustry. ICC J ccsafe.org SPACI NG 24.0” J REF- 1 VPZ7 1 75Z09 Renews:12/31/2017 (0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERI FY VERI FY, OR - D) 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 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 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. 4 1-- �I 4_10-3-13 R=125 U=6 1 1-7-5 J �� 9-0-0 2X4(A1) 3-10-3 >< 1-10-9--->i 5-8-12 Over 3 Supports • R=185 W=5.5" RL=21 R=82 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*a READ AND Fg10WALL NOTES ONTHIS DRAWING! 0, I `'•OF OTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825N4th ponent Cornelius OR97113 "INroRTAxr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F TC LL 25.0 PSF REF R7175- 91952 Trusses requl re extreme care in Tabri cats ng, handl ing, shl ppl ng, Installing and bracing. Refer to and fol low the latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) For safety practices prior �� 'Ne TC DL 1 0.0 PSF to to performing these functions. Installers Shall provide temporary bracing per BCSI. Unless noted otherwl se, 465 9�'9 DATE 04/20/16 /41164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �/ riegid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL Ail O`� I tions B3, B)or as applicable Apply plates to each face of truss and position as shown above and on _.I 7.0 PSF DRW CAUSR7175 16111157 II L=30 I I the Jol nt Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. I Alpine, a dl vi sl on of ITW Building Components Group Inc. shall not be responsible for any deviatIon from thlsBC LL 0.0 PSF CA-ENG CWC/CWC rawing, any failure to r I the truss In conformance with ANSI/TPI 1, or for handling, shipping, e,:� N d AN ITW COMPANY 1 nstal au on&brad bung of trusses. A wool on this drawing or cover pope I1st'no thls drawilq, INglcotes seeeptanea of professional enplneer!no 'e•7t Iga9 �� TOT. LD. 42.0 PSF SEAN- 34326 responsl bl I I ty sole!y for the deal gn shown. The sur tabl 1 I ty end use of thl s drawing for any structure Is the ��� �' 8351 Rovana Circle respnwrsl bl I 1 ty of the Elul I dl ng Des/goer per Nal/TPI 1 See,z, Q �4011V CV° DUR. FAC. 1. 15• FROM BB Sacramento,CA 95828 For more I nfonmati on see tb1 s i obi,general note,page ALPI NE: www_ 1 I tw.tom; TPI www t i nst. and theseorweb sues: a pine p org; WTCA: www.sbd ndustry.c ICC: Iccsafeorg SPACING 24.0" J RE F- 1 VPZ7 1 75209 Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- 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 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 loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. 1. 5X4 III i 4 i 2-2-14 ■ i J 9-0-0 i 1. 5X4 III 2X4(A1) 5-7-0 .12 -t1 5-8-12 Over 2 Supports R=250 W=5.5" R=237 U=4 RL=31 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01.00.0 • QTY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. TOWN/Truss Components of Oregon 503)357-2118 ''WARNING!ww READ AND FOALL NOTES ON THIS DRAWING! 1�� 1 '04 TC LL 25.0 PSF REF R7175— 91953 825 N 4th Ave,Cornelius OR 97113 ••!!PORTANT'• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fullow ` �• TC DL 10.0 PSF DATE 04/20/1 6 the latest editien of BCS! areInifa,catinht Safety Information, by TPI and wrCSI for safety practices for t/�� ' 6 CIf E` a a c to performing these functions. Installers shall provide temporary bracing per BC . Unless noted otherwise, 1• 1 48 59 top mora snare have properly attached structural sheath ng and bottom mora snap have a properly d per ea r gC DL 7.0 PSF DRW CAUSR7175 16111158 rigid ceiling. Locations shown for permanent lateral restrai ni of webs shall have bracing installetl per BCSI , ectl ons B3, B7 or B10, as applicable. Apply plates to each face of truss and poli tI on as shown above and on the Joint Details, unless noted otherwise. Refer to drawn p 160A-Z for standard late Itl ons. All L=1 f�J I AI pl ne, a ai v!si on of I Tw Bei I ai no Components Group Inc. shat I not be responsi bl efor anysdevi atl on from thi s BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shl poi ng, AN ITW COMPANY I nstal I ati on a bracl ng of trusses. % v TOT. LD. 42.0 PSF SEAN- 34328 A seal on this drawl ng r cove page I I stl ng this drawl ng, I ndi cotes acceptance of professi anal eagi neer!rip 9 .4*C.7�VS% c rcsponsl bl l l ty sol el y for the deal gn shovel. The sul tabl l l ty and use of this drawl ng for any structure Is the �s��qN 1 C�P4` DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respons1 b1 l 1 ty of the Sul l dl ng Desi goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see thls 1ob.s general notes page and these web sites: SPACI NG 24.0' JREF- 1VPZ7175Z09 ALPINE: www.al pi nei tw.can; TPI: www.epi rest.org; 'TCA: www.sbci ndustry.com; ICC: www.I ccsafe.erg Renee•1714119017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. R=6 Rw=13 U=8 q tf 0-8-9 4 r 11 9-7-13 �AA 0-11-5 - 9-2-13 R=7 Rw=17 U=17 2 2X4(A1) —2-0-0-->i 1-10-3 Over 3 Supports R=337 U=31 W=5.5" RL=22 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 'Ope TC LL 25.0 PSF REF R7175- 91954 QTY:4 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ..WARNINGI.w READ AND FOLLON ALL NOTES ON THIS DRAWING! ,tQ��� _ 825 N 4th Ave,Cornelius OR 97113 •N TANT" FURNISH THI DRAWL NG TO ALL CONTRACTORS INCLUDING THE I ISTALLERS. Trusses requl re extreme care in fabricating, handl Ing, shi ppi ng, I nstal II ng and bracing. Refer to and follow the Iatest edition of BCSI (Building Component Safety Information, by TPI and t1TCA) for safety practices prior to tic l�A� TC DL 1 0.0 PSF DATE 04/20/16 to performi ng these font!ons. I nstal I ers shall prowl de temporary brad ng per BCSI. Unless noted otherwl se, etV. 14659 CAU 1 75 1 111159 .41164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `.-: BC DL 7 0 PSF DRW SR7 6 rigid cel ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! P)9 actions BB, B7 or 810, Ss applicable. Apply plates to each Face of trusstand position as shown above and on f• the Joint Details, unles noted otherwise. Refer to drawings 160A-Z for s andard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pl ne, a division of ITV/Bull di ng Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �/ TOT.LD. 42.0 PSF SEQN- 34330 AN ITW COMPANY i notal I at!on A bract ng of trusses. A seal on MI s drawl ng or cover peps I I stI ng thl s drawl ng I ndl oats sr-neaten.of professi onsl enol neer-10g ,fC � 0 respond bI I I ty so1 el y for the desl gn shorn. The su1 tab]I I ty and use of thl s drawl ng for any structure I s the "/�1} Tt QQ OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle reopens!b]I I ty of the But Id!ng Des'goer per ANSI/TPI 1 Sec.2. /idt4 W.Otk Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: c NW n �/ SPACING 24.0" JREF- 1VPZ7175Z09 ALPINE: www.al pi net tw.can; TPI: www.tpi not.oro; WTCA: www.sbci rdustry.corn; ICC: www.ic safe.erg RavpwW:1213152017 (0416169—PARR LUMBER-FII LLSBORO -WI ndwood 1247A std heel -- VERIFY VERIFY, OR - El) 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 I1, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member deli gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 1 4 1-0II-5 ��J 9-7-0 Y SS 1. 5X4 llowl Ilel —1 2 2X4(A1) 1<---2-0-0---1 L- 3-6-11 I 3-10-3 Over 2 Supports R=368 U=13 W=5.5" RL=34 R=111 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=25%0%)/4(0) 16.01.00. 4 -p I',.0 QTY:3 OR/-/1/-/-/R/— TrussComponents of Oregon (503)357-2118 "WARNING,ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! Seal e =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 I I�oRTwr•• F AaNI sN THIS DRAW?NB TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses requi re extreme care I n fabri cats ng, handl l ng, shl ppi ng, Installing and bract ng. Refer to and follow C, the latest editl°n°£BCBI �Bnild;n � REF R7175— 91955 t 9 Component Safety Ie enptlOn, by TPI and WSCA) for safety practlCes for TC DL to performing these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise. A'� 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 ` rigid ceiling. Locations shown for permanent lateral restraint of webs shal I have bracing Installed per SCSI r .4 �O�o N l s tions 83, BT or B10 as app/ cab/e. Apply pl ares to each Face of truss and post<l on as shown above and on I BC DL 7.0 PSF DRW CAUSR7175 16111160 II the Jol nt Data;ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I , Alpine, a division of ITV/eulldirg Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF drawing, any failure go build she truss in conformance with AN51/TPI 1, or for handl ing, shipping, ..='..'.. CA-ENG CWC/CWC AN ITW COMPANY Instars atl on R bracing of trusses. A seal on tis drawl n5 or cover age I1sting this drawl Indicates acceptance or roreaslanal ,55,11,., F B9 " TOT. LD. 42.0 PSF SEAN- 34332 8351 Rovana Circle reopens'bi II clic e�vi I d1 5 he 11a9r1eslr1OW11 n'B wl tebi�i tr and use ar til n dram np for env street°re i nIlio, 9/ C 7,19 resparlsl bill p.r ANSI/Tpl ,s«.2. �l/4/e AQ DUR. FAC. 1. 15 Sacramento,CA 95828 For more Information see this Job•s general notes w.GNFROM BB ALP,NE: www.al pi mel bre.com; Tel: www.tpi net.org; WICA: www.sbc 9 dustr these web slmees� y.`°m' 1" safe ore Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - E2) 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 Webs 2x4 HF Std/Stud anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member deli gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4 i 1 1-0-5 _.......00010111111111111111111111111111111 J9_7 D 6 MO 1. 5X4= �� ---1 2 2X4(A1) L- 3-6-11 V"s"s 1.‹--3-10-3 Over 2 Supports- R=170 W=5.5" R=154 U=4 RL=23 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(O%)/4(0) 16.01.00. . QTY: 1 OR/-/1/-/-/R/- Scale =, 5"/Ft. p 0 Truss Components of Oregon 503)357-2118 ""WARNI NM""READ AND FOLLOW ALL NOTES ON THIS DRAWING! Re 825N4th Ave, us OR 97113 "•IIAPORfANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ` TC LL 25.0 PSF REF R7175- 91956 Trusses regui re extreme care In fabricating, handling, shipping, Instal l ing and bracing. Refer to and follow %�t the Iatest edition of BCSI (eulIding Component Safety Information, by TPI and WSCA)for safety practices prior ` TC DL >7 to perform;ng these functions. InstalIers stealI provide temporary bracing per BCS1. Unless noted otherwise, � 1 4659 9 1 0.0 PSF DATE 04/20/1 b top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent Iateral restraint of webs shall have bracing installed per BCSI BC DL Ail Ol� I ons 83, e]or 810, as app) cab)a Apply pl ales to each face o£truss and post ti on as shown above and on 7.0 PSF DRW CAUSR7175 16111161 II L J I the Joint Details, unless noted otherwise. Refer to drawl nes 160A-Z for standard plate post tl ons. TW !di ng 1 drawl ng, any fel1ureot 1buiIBdIthe trusspIn conformancents Group I nc.wlthnANSI/TPI b1,rorpfori61 e handfInganshdepointgion from this BC LL 0.0 PSF CA-ENG CWC/CWC AN rrw COMPANY i nstal I ati on a bracing of trusses. �'� '�� A seal on tole drewng or eover peps Wallop this drawl Intlleotes neee tenr»or rofseslonel 'r21.,-711.1. Inwrl •F �% TOT. LD. 42.0 PSF re ,:„y=oIeI„z.the 1pD 11:21. ,,,e tebl lt„antl Dia of tRIa dre tna for soy ttrDm�Dre Is"the '9/ C'�•19 %tSEAN 34335 8351 xoyanactrcle tr or the eDIlalnp Oast p er per aNSI/TPI ,5«.:. �r/q�IW CO DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i ntrmati on see this ob•s general notes ALPINE: www.al pi mei w.cox, TPI: www t Inst. Page and these web sitar: SPACI NG p org; WTCA: mow.sbcindustry.c m; Icc: www.iccsa£e.org Renews:12/31/2017 24.0" JREF- 1VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERI FY VERI FY, OR - E3) 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, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member deli gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5; 1.5X4111 1 4 r- (00.1111-8-11 _......101111111111111111111111111111163X5(R) III 1...... X5(R) III g 0-0 -i 2 2X4(A1) L--2-0-0-->1 1-11-12 H 3-11-8 3-11-8 'I.` 1-11-12 P3-11-8 —I— 1-11-12 5-11-4 Over 2 Supports R=440 U=3 W=5.5" R=217 U=2 RL=46 I. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2�B(0%)/4(0) 16.01.00. 01BRo ee TY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503))357-2118 w`WARNI NGI•w READ AND FOLLOW ALL NOTES ON-nes DRAWING! 825 N 4th Ave,Cornelius OR 97113 I NPDRTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \Cl �e TC LL 25.0 PSF REF R7175- 91957 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ff��.- f�- the latest edition of BCSI (Building Component Safety Information, by TPI and vOCA) for safety practices prior V 1 4859�9 TC DL to performs ng these function. Installer=shall prowl de temporary bracing per BCS1. Dales=noted other,,,)=e, 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bottom chord sisal have a properly attached II t. rigid ceiling. Locations shown for permanent Iateral rostral nt of webs shall have bracing installed per BCSI v .4 FI O`J� I sect'ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16111162— L I the Joint Details, unless noted otherwise. Refer to drawings 1,6oA-Z for standard plate poli tions. p drawl ng, any'faiIure tolbulIId'the trusspIn orconformancenwlthhANSI/TPlbt,rfor blnor, for any deviation frau this ..:,-...1' BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY I nsral 1 at on&braci ng of(tosses. for handling, hi poi g, gildroWl p er bow(peg.IistIog thio drewl�, Indltatsa acpteno.of prohaslone1 .glMeci q 9j fC 7,1'0 ig4 TOT. LD. 42.0 PSF SEON- 34337 t;solely for the design shown. The sultebl Ity and usa of ON s drering for any structure Is the v 8351 Rova°a Circle responsl bl llty or the Rol ldlrg Des'peer per ANSI/Tpl 1 See,2. T� Sacramento,CA 95828 AN MU,CN DUR. FAC. 1. 15 FROM BB For more Informatl on see[his J ob's general notes page and these web sites: ALPI NE: www.al pi mel tw.com; TPI: www.tpl nst.org; WTCA: wwve sbci ndustry.con; ICC: www.i ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1 VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - EG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15 Webs 2x4 HF Std/Stud TC- From 0 plf at -2.83 to 71 plf at 0.00 TC- From 2 plf at 0.00 to 2 pl f at 8.33 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to BC- From 0 pl f at -2.83 to 4 pl f at 0.00 scaled pl ate plot detai I s for special posi ti oni ng requi rements. BC- From 2 pl f at 0.00 to 2 pl f at 5.60 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bld , Located BC- 12.1 2 nlf at 5.60 2. 2 plf at 8.33 72 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC BC- 13.23 I b Conc. Load at 2.72 DL=4.2 psf. BC- 222.11 Ib Conc. Load at 5.55 Wi nd Ioads and reacti ons based on MFRS. Bottom chord checked for 10,00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 1.5X4 III 3X5= 1 1-8-5 2.83 r _ ...owegigiiiii111111916 , ft- l' 9-7-0 4X5(R) III 3X3= 9-0-0 1.41 3X5(**) 1< 2-9-15 J 2-8-13 5-7-3 2-8-13 I` 5-7-3 -I- 2-8-13 8-4-0 Over 2 Supports R=552 U=32 W=7.778" R=279 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p'I TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-"'118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! t 825 N4th Ave,Cornelius OR 97113 **INpORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y`' ��e TC LL 25.0 PSF REF R7175- 91958 Trusses require extreme care In fabricating, handling, shlpp]ng, Installing and bracing. Refer to and follow C the latest edition of RGSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior 14659 9 TC DL 1 0.0 PSF DATE 04/20/16 to performing these functions. I nstal I ers shall provide temporary bracing per SCSI. Unless noted otherwi se, r- ,41164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid ceiling. Cored ons shown for permanent lateral restral nt of webs shall have braei ng intoned per BCS! oiiiaollZe BC DL 7.0 PSF DRW CAUSR7175 16111163 Ail O`� , sections B3, 87 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on L J I I the Jnl nt Dotal I s, enl ess noted etherwl se. Refer to drawl ngs lbOA_Z for standard pl ate pool LI on=. _ BC LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be rorfori bl a for any ievi ati on from this a•,-..e. drawl ng, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shlpping, AN ITN/COMPANY i nstal 1 ati on it brace ng of trusses. r A seal on this drawing or cover page Ilsting this drawl ng, Imil cotes acceptance of prefesslone' engl nearing -0.,fQ 7 196g IV' TOT. LD. 42.0 PSF HON- 34346 responsl bin ty solely for the design shown. The not tab!Ilty and us0 ort Is drawingfor any structure Is the �� ��Q OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bill ty or the Bail I dl ng Designer per ANSI/TPI 1 Sec.2. 4 w.re Sacramento,CA 95828 For more Information see the s j ob.s general notes page and these web sl tea: WW �I ALP!NE: wwem al pl mei tw.cam; TPI: www.tpi nst.org, WTCA: www. w..sbci ndostry.con: ICC: maw i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1VPZ7175Z09 (0416169—PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - A) 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 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 Iive and L/240 total I oad. Creep i ncrease desi gn. factor for dead load is 1.50. R=1 Rw=14 U=13 4 1--- 11 4_9-7-13 i-�� 0-11-5 9-0-0 li 2X4(A1) R=14 Rw=17 U=11 L----2-0-0j< 1-10-3— 9 1-11-4 Over 3 Supports r —1 R=336 U=29 W=5.5" RL=21 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) — FT/RT=2%(0%B)/4(0) 16.01.OC). •.>,;,VilORO p Y: 7 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon 503)357-2118 "WARM NGI*•READ AND FOLLOW ALL NOTES ON TNI s DRAIN NG! 825 N 4th Ave,Cornelius 01 97113 Trusses regal rel ex"Po�e <are nBRabcal SH TN'ng,DRAWING g,TO ALL ppog�T steal g and cl ?"Ref to and fol I ow CaS F�• TC LL 25.0 PSF REF 87175- 91959 the latest edition of ClBs (But Iding Component safety Information, by TPI and IHTCA) for safety practices prior , 14659 9 9 TC DL /� to perfor ing these functions. Installers shall provide temporary bracing per SCSI Unless meted othe wise. 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 - riegitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC51 BC DL .417 O`� I ' s tions B3, B7 or 810, as appl Icable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16111164 II L J the Joel nt Details, unless noted otherwise. Refer to drawings 16oA-Z for standard plate positions. Al pi ne, a tli vi si on o' re Bui l ds n Components Group Inc. sM1al l not be responsi bl a for any tlevi ati on from this I/,:, _'. BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with ANSI/Tel 1, or for handling, shi ppl ng, v AN ITW COMPANY nstal I atl on R brats ng of trusses. A seal en this drag q or cover pegs listing Mss drawl 9 rFC.7,Vgli (te TOT. LD. 42.0 PSF SEAN- 34186 respond bl I I ty sol el y for the deal gn shorn. The sul tebllpI I tl 11a'cause thl acceptance of profesaoltel mg'neer)ng �� p� 8351 Rovana Circle rospolul bl I I fy of the gal I dl ng Deal goer y of t l s draw ng for any structure 1 s the per ANSI/TPI 'Sec. 2411 w C DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s)ob•s general notes ALPINE: www.al pi mel tw.com; TPI: www t Page and these web sites: pi nst org; NTCA: wwx.roti ndustrp.com; ICC www.iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - Al) 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 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=87 U=7 _410-3-13 4 (-- 1-7-5 11121.1.1 1 R=26 Rw=27 U=10 9-0-0 2X4(A1) --2-0-0 >J< 1-11-4 >l< 2-0-7--->1 1 3-10-3 Over 3 Supports R=357 U=22 W=5.5" RL=32 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.gagp18ROpt : 7 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "WARM ww READ AND FOLLOW ALL NDTES DR THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 w•11PORTANT•w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ` TC LL 25.0 PSF REF R7175- 91960 Trusses require extreme care In fabricating, handling, shipping, installlrg and bracing. Refer to a.follow � w the latest etlitlon of BCSI (Buildnd W � ing Component Safety Information, by TPI aTCA) For safety practices prior � 14659 9 TC DL 10.0 0 PSF to„,-,0,-,„,, these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, r DATE 04/20/16 . 411164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent I ateral restraint of webs shall have bracing Installed per SCSI ' I .� BC DL .4 T O`� I n s tions 83, 87 or Bt o, as applicable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16111165 II L J I the Joint Details, unless noted otherwise. Refer to drawings 16oA-Z for stantlartl plate positions. ! Alpine, a mvislan of ITW eulltlinh Compones Group Ina shall not be respan;me for any deviation from this •=,-..e BC LL 0.0 PSF CA-ENG CWC/CWC AN fTW COM drawl ng, any failure to bul I d the truss i n conformance with ANSI/TPI 1, or for handling, shi ppi ng, v COMPANY i natal I atl on R brat;ng of trusses. A seal on this drawing or cover peps listing this drawing Indicates acceptance of professional engineering 9/� QFC.Tt 199 Q� TOT. LD. 42.0 PSF SEQN- 34188 reasons!bl Il ty solely for the des!gn shams. The owl tab!I drawing, and use of thIs draw nfor any structure Is the Q 8351 RovanaCvcle rospanalbnity of the eanelna Designer per ANSI/TPi t Sec.2. T�qN r CNa DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformatl on see thl s/ob's general notes ALPI NE: www.al pi Del tw.can; TPI: www-Lai nst Page and these web sues: wTCA: www sbolndustry core ICC: safe org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERT FY, OR - A3) 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 Ioad. Creep increase desi gn. factor for dead load is 1.50. 4 r-- R=52 U=3 11 +9-7-13 i- 0-11-5I 1111111111111111. 11 `l 9-0-0 V 2X4(A1)= R=29 0-0-12 0-2-9 1-9-7----= 1-11-4 Over 3 Supports R=83 W=4.75" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon ((503))357-1118 **WARMNGI••READANDFOLLONALLFTNDRS THIS 4(0) 16.01.00.0ING. ttp, .;OF QTY:2 OR/-/1/-/-/R/- Seale =. 5"/Ft. 825N4ponent ofOreg n (503)35 ••IYPORfANr•' FDRNISN THIS DRAWING DFOLLB ALL CNO1ES N THISCLUDING THE INSTALLERS. 't` F TC LL 25.0 PSF REF R7175— 91961 Trusses room re extreme care In fabricating, handling, shipping, instal l ing and bracing. Refer to and follow • the latest edition of BCSI (Bul l di ng Component Safety Information, by TPI and WrCA) for safer r to performs ng these functi ons. I notal I ors shall prowl de temporarybrae)n o noted cep psI°r r�.,, 14659�'Y ` TC DL 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheathing and bttom chord shall l havenaeps erey attachedtherwi e ri gld ceiling. Locations shown for proper yr BC DL ecti ens 83, B7 or B10, a permanent I aaeral o each nt of webs ssat I have brad as I notal l ed per RCS! 7.0 PSF DRW CAUSR7175 16111166 ,4 I� 1 O�0 I T s s appllcabl e. Apply plates So each face of truss and position as shown above and on o g " II L I the Joint Betel ls, unless noted otherwl se. Refer to drawings 1b0A-Z for standard plate post tl ons. Alpine, a dial cion of ITW Building Components Group Inc. shall not be respenslbie for any devlatIon from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fal I ure to bul I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shI epi ng, •: -. AN ITW COMPANY notal I ati on a ores ne of trusses. - Asasl m thla tlrawl ng or crown peg.Ilea ng thle drawl ng, Ind,ut„0ceo twice of profess)peel snel neer)ng *ON'eC 7.X989 �" TOT. LD. 42.0 PSF SEAN- 34190 IT, bl l I ty solely far the deal gn shwm. The sal tab)1 I tyl and use or thl s dr...np for 41 structure 1 a tha 8351 RovanaCircle r"P''''bl1,Ty of the eel Iaing Designer per ANSI/TPI , ,:. �a W oft DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s J ob•s general noted �4 pr Or ALPINE: www.alpinestw.comm TPI: www.tpinot.ore; WTCA; www.sbcigndus and come ICC.siwon,ccsafe.org SPACING Renews:12/31/2017 24.0" JREF- 1VPZ7175Z09 (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK 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 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 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=102 U=8 4 1-- 11 .) 10-3-13 i II'' 1-7-5II 1 i11 gs 9-0-0 V 2X4(A1)= R=74 U=2 L--1-11-4 >< 2-0-7—>J 3-10-3 Over 3 Supports R=124 RL=21 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 _ QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-?118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! sRt, • OAF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R 717 5- 91962 Trusses requl re extreme care In fabricating, M1antlli ng, shi ppl ng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior w� _ �' TC DL 10.0 PSF DATE 04/20/1 6 T., to Performing these functl ons. Installers shall provl de temporary bracing per SCSI. Unless noted otherwl se, Iii,. 14659 F,9 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached `. . 41164, rigid ceiling. Locatl ons shown for permanent latera, restraint of webs shat, have bract ng Instal Ied per BCS, If BC DL 7.0 0 PSF ,4 �� ec[i ons B3, BT or elo as app) cab)a Apply pl ares to each face of truss and posi ti on as shown above and on I i DRW CAUSR7175 16111167 II I the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of 1T Bul l ding Components Group Inc. shall not be responsible for any devi atl on from this drawing, any Pal l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, •:� 1.. AN ITW COMPANY I nstal I au on 5 bracing of trusses. A seal on this droving or cover page listing this drawingIndicates acceptance of professional engineering '4.0 $9 r TOT. LD. 42.0 PSF SEAN- 34192 respond bl II ty solely for the design shoal. The sul tab!I I ty and use of this drawing for any structure I s the "/S 't 19 QQ� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle }��rasponsl bl I I ty or the Bul!dl nW S g Desi goer per II/TPI t sec.z. , w•��� Sacramento,CA 93828 For more l nformati on see thi s j ob•s genera, notes page and these web sites: I SPACI NG 24.0" J REF- 1 VPZ7175ZO9 ALPINE: www.al pi net tw.corn; TPI: www.tpi net.org; WTCA: www.sbci ntlustry.corn; ICC: www.iccsafe.org lannensm•12F11/21117 (0416169—PARR LUMBER-HI LLSBORO -WI ndwOOd 1247A std heel -- VERIFY VERT FY, OR - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere 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 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=156 U=12 1 11 10-11-13 41--- 2-3-5 LE-11 9-0-0 2X4(A1) R=163 U=9 L-1-11-4 >1< 4-0-7 :1 k5-10-3 Over 3 Supports R=124 RL=32 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. E �. �TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ...WARM NGI••READ AND Foca ALL NOTES ON THIS DRAWING! ��' 6,4 825 N 4th Ave,of Oregon 097113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L L 25.0 PSF REF 87175- 91963 Trusses regal re extreme care In fabrl cati ng, handling, shi ppl ng, Install lrg and bracing. Refer t and follow BCSIr L��e the latest edition of recti (;ollInst Component Safety Information, by TPI and Arch)for safety o ccs pr;or a, 14659`9 TC DL 10.0 PSF DATE 04/20/16 to performing these fpropirny. Iachellsts stall Provide temporary braci ng per aCSI. Unless noted attachide. 4s.. top chord shall have properly attached structural sheatM1l ng and bottom chord shall have a properly attached ` r ri gid cel I I ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bracing I nstal l ed per BC51 L _/ BC DL 7.0 PSF DRW CAUSR7175 16111168 IT 1 O`� I T1 seed ons B3, B7 or 810, as appl;cabl e. Apply plates to each face of truss and posi ti on as shown above and on II L J I the Joint Details, unless noted otherwise. Refer to drawings t60A-Z Por standard plate post tl ons. I AI pl noel a tli�, ;en of ITN Bai I di ng Components Group I ne. aM1al net be respond bl a for any devil a<i on from<hi BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol l are to build the truss In conformance wl th ANSI/TPI 1, or for handl I ng, shi In a -1� AN ITW COMPANY i nstal I au on&bract ng of trussespp g. A seal on this drnWnp or cover pege listing thio dr.a<rq Indieotas acceptance of pref.selo0.1 0091nesrllq 'Skil.._'4.C.7r 199 �v TOT. LD. 42.0 PSF SEAN- 34194 respond DI l I ty solely fbr the deal gn shorn. The sal tab!l Ity eM use of this drawing for any structure Is the QQ 8351 Rovau Circle respond bI l l ty of the But l di ng Desl green per ANSI/TN 1 Seo.2. •qN wr CN0 DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web s;tee: SPACING 24.0" J REF- 1 VPZ7175Z09 ALPI NE: www.al pi eel tw.co, TRI: www.tpi rest.erg; WTCA: wow,sbci ndustry.con: I CC: www.I ccsafe.erg Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - A2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live • load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease desi gn. factor for dead I oad i s 1.50. R=149 U=12 +10-11-13 ' 4 1-- 2-3-5 Ii r R=105 U=4 J 9-0-0 2X4(A1) L--2-0-0 >l< 1-11-4 >l< 4-0-7 = 5-10-3 Over 3 Supports R=358 U=20 W=5.5" RL=43 Design Cri t: I RC2012/TPI -2007(STD) _ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1BRo TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI*•READ AND FOLLOW ALL NOTES ON THI s DRAWI NGI Ff 825 N 4th Ave,Cornelius OR 97113 gases regw relOReeare i FURNISH bal ca!ng�AhantlDTO i ng,ALL h/ppi ng,CONTRACTORS and b�ac1 ngTALLERS. Ref to and fol I ow d F�• TC LL 25.0 PSF REF R7175- 91964 the latest edition of eee (Building Component safety Information, by TPI and WrCA) for safety practices prior lF 14659 'Q TC DL 10.0 PSF DATE 04/20/16 n to Performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise, �/ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I Ing. Locations shown for permanent lateral estraint of webs shall have bracing instal led per BCSI " 1 � BC DL 7.0 PSF DRW CAUSR7175 16111169 ,4 O�� I: ' sectieons B3, CS or 610, as apps I cab/e. Apply plates to each face of truss and position as shown above and on — II L the Joint Details, unless noted otherwise. Refer[o drawings 1bOA-Z for standard plate posltiens. BC LL pi ne, a di vi si On of 1 TW cul I di ng Components Group Inc. sM1al I not be responsi bl a for any devl ati on frwn thl s e:. _e 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bul I the v _ truss In conformance with ANSI/TPI 1, or for handl ing, shl ppi ng, AN ITWCOMR4NY Installation R bracing of trusses. .� 'FC,7t9�9 nci TOT. LD. 42.0 PSF SEAN- 34196 . A seal on this drawl ng or cover page I I stl ng this drawl 19, I ndl Utes acceptance of professional e191 neer)n trigonal Pi 11 ty solely for the design shorn, The Sul tabll lty and use of this drawing for any structure is the — 8351 RovanaCvcle responslbiIIty or the ElulIding Designer per ANSI/Tpl 1 Sec,g. rZ1 OK akVb 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 sl res: ALPINE: www.al pi naltw.com; TPI. www.tpinst.org; WTCA: www.sbcindustry.corn: ICC. www.iccsafe.org Renews:12/3112017 SPACI NG 24.0" JREF- 1VPZ7175Z09 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - R1) Totp chord chord 2x4 DF-L #2 :T2 2x4 DF-L 2400f-2.OE: (*0) 1 plate(s) require special positioning. Refer to scaled pl ate plot detai I s for speci al posi ti oni ng requi rements. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Hi pj ack supports 7-10-12 setback j acks. Jacks up to 7' have no webs. Deflection meets L/180 live and L/120 total load. Creep increase Longer j acks supported to BC. factor for dead load i s 1.50. Shim alI supports to solid bearing. 3X3= 3X5= R=783 6 2.83 r-- • 11-7-130_7-3 I. 3X3= 3X3= i is • go T2 1. 5X4(R) \\\ — • 2X4(R)\\\ +9-0-0 3X5(**) lac 11-1-15 Over 2 Supports R=663 U=7 W=7.778" Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. ,. A• t19R0rE* TY: 3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,ComelmsOk97113 IIPoRfANr*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, CI �w TC LL 25.0 PSF REF R7175- 91965 Trusses regal re extreme care in fabricating, handling, shipping, installing and bract ng. Refer to and follow V the latest edltlen of SCSI (Buorn n mg component Safety Information, by TPI and wrca) for safety practices prior k0 14659�-7 • TC DL 10.0 PSF DATE 04/20/16 to Performing these functions. Installers shall provide temporary bracing per BCSI. Unlessonoted otherwl se, �. ,4464, lop chord shall have properly attached structural sheath)ng and bottom chord shall have a pr erly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ',;,09:1240 BC DL 7.0 PSF ,4 r Al II n sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 16111170 II the Jol nT Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons. I AI pi no', a di vi si on of I TW Buil di ng Components Group Inc. shall not be resp0nsi El a for any devl atl on from thi ..., ... BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, v AN ITW COMPANY instal 1 an on h bract ng of trusses. A weal on thl.drawl ng or cover paps II NtI ng this drawl ng, Indluts.u.t.nce of professional .ngln..rl '5 � '7,1989 �� TOT. LD. 42.0 PSF SEON- 34339 respond NI E I ty sol el y?Or the deal pn snow,. TM SDI tabs I I ty and use of thI s drawl ng for any structure I snits Q 8351 RovanaCircle resvonslmlltr of the Building Designer per ANSI/TPI ,aas.2. `�ri�pw CAV" OUR. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more I nformatl on see thl s 1 ob•s general notes page and these web sites: ALPI NE: one al pi mei tw.can; TPI: wwow tpi nst.org; wTCA: www.sbci ndustry.con; ICC: www.I ccsafe.org Renews:12/31/2017 SPACI NG 0.0" J RE F- 1 VPZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - R2) Top chord 2x4 HF #2 Bot chord ( ") 1 plates) require special positioning. Refer to scaled pl ate plot detai I s for speci al positioning requi rements. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Hi pj ack supports 5-10-12 setback jacks wi th no webs. Deflection meets L/180 Ii ye and L/120 total load. Creep i ncrease Shim all supports to solid bearing. factor for dead load is 1.50. R=397 igiA +10-11-14)_7_3 1. 5X4(R) 111 2.83 F- . i 3X3= 4 •_ 2X4(R) 111 gook olio 2X4(R) 111 3X3= 9-0-0 3X5(**) 8-4-0 Over 2 Supports R=481 U=9 W=7.778" Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01.00. p1itg0FR TY:5 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 ""WARNI NGI"" READ AND FOLLOW ALL NOTES ON THIS ORM NGI 825 N 4th AveCorneliusn ,503)13 ..1'PORTANT.. FDIUII SH THIS DRAWING TO ALL CONIRACTORs INCLUDING THE INSTALLERS. TC L L 25.0 PSF REF R7175- 91966_ Trusses require extreme care In fabrl cat'ng, handling, shl ppi ng, Installing and bract ng. Refer to and follow y the I °ditlon of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �a 4% '114. TC DL 1 0.0 PSF DATE T. to performing these functi ons. Installers shall provide temporary brat'ng per BCSI. Unless noted otherwl se. 1465904/'10/1 L top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached L V rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1 BC DL 7.0 PSF Ail O`� I I ecti ons 83, B)or 610 as appl cable. Apply pl ales to each face of trussandposi RI on as shown above and on 1 DRW CAUSR7175 16111171 II L J the Joint Betel ls, unless noted otherwl se. Refer to drawl nes 160A-Z for standard plate post tl ons. I Al pi ne, a di vi si on of ITN Bui I dl ng Components Group Inc. shat I not be respond Ole for any devl ati on from thi s •,, BC LL 0.0 PSF CA-ENG CWC/CWC drawi ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, -• AN ITW COMPANY installati ens bracing of trusses. 9 V A seal on this drawl ng or cover pegs IistInp this drawl np, Imil utes acceptance or profess'000l er91anon itg a �f�7.1g� flit TOT. LD. 42.0 PSF SEON- 34341 respond bIIIty solely for the dellen shown. The suttabl It and use or t Is drawl ng for any structure Is the Q 8351 R6ya6acVCIC responslbl l lty or the&d ldidd dd., er per ANSI/Tp1 t See.2, Sr/4Mwr et% DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s j ob.s general notes page and these web sl fes: SPAC I NG 0.0" JREF-- 1 VPZ7175ZO9 ALPI NE: www.al pi net iv,corn; TPI: www.tpi nst.org; WTCA: www.sbc'ndostry.con; ICC: www.I ccsafe.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - R3) Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to Bot chord scal ed plate plot details for special positioning requi rements. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Hi pj ack supports 5-8-4 setback j acks wi th no webs. Deflection meets L/180 Ii ye and L/120 total I oad. Creep i ncrease factor for dead I oad i s 1.50. Shim all supports to solid bearing. 3X3------- R=362 ii 1. 5X4(R) U\ . " 10-11-00-7-3 �1 2.83 t III ' 1. 5X4(R) 1\\ 2X4(R) \\\ +9-0-0 --------- 2X4(R) 1\\ 3X5(**) 8-0-8 Over 2 Supports R=466 U=9 W=7.778" Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(08/8)/4(0) 16.01.00. D liER0p TY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon 503)357-2118 '*WARNINGI**READ AND mum ALL NOTES ON THIS DRAWING! F 825 N 4th Ave,Cornelius Oe 97113 I INTORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �h TC LL 25.0 PSF REF R7175 91967 •• • s. Trusses requl re extreme care in fabrl call ng, handling, shipping, Instal lirg and bracing. Refer to and follow c the latest edition of BCSI (Bull di ng Component Safety Information, by TPI and WTCA)for safety practices prior Lq 14659 TC DL 10.0 PSF DATE 04/20/16 1ti to performing these functl ons. Installers shall Provi de temporary bracing per SCSI. Unless noted otherwise. CC, IT top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid cel I I ng. Locafl ons shown for permanent I ateral rostral nt of webs shat I have brae'ng Instal I ed per BCSI .44‘4100M, BC DL 7.0 PSF DRW CAUSR7175 16111172 .mint Defalls, unless noted etherwi se. Refer to drawl ngs 160A-Z for standard plate pest ti ens.sect)ons B3, B7 All PUN ; or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on ,the BC LL 0.0 PSF CA—ENG CWC/CWC AI pi ne, a di vi si on of I TW Bui I d1 ng Components Group Inc. shat' not be rfori b1 a for any devl ati on from this •.7., e.. drawing, any fai l act m bf tame truss I n conformance with ANSI/TPI 1, or for handling, shi ppi ng, ',' err TOT.LD. 42.0 PSF SEQN— 34343 AN ITW COMPANY i nsfal I ati on A bract ng of trusses. np p -A To 9�9 A spalls rowans! I on I ty ddsol elroni g orr'the�erespl g.I i sti ng TThi ssuldrawl t bl I 1 ty"Nand fuses of thl s drawl ng foranyy structure I s'the /y s351 Revaos Circle respanb1 I I ty of the Bui l di ng Desi finer Per ANSI/T91 1 See.2. 1/4NW.001 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this)ob.s general notes page and these web sites: SPACI NG 0.0" JREF— 1VPZ7175Z09 ALPINE; wwaw al pi nen tw.com; TPI: www.tpl nst.org; WTCA: www.sbci ndestry.com; ICC'. www.I ccsafe.org Renews:12/31/2017 CSR Reims � orcirgve 'nber SLylos LI fly Lion T-Reinforcer'lent This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but an alternative web L-Reinforcer'1ent: or reinforcement method is desired L Reinf. ,e �` Apply to either side of web narrow face. , Attach with 10d (0.128"x3.0",min) nails Apr Apr- 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, For minimum alternative reinforcement, re-run design with appropriate X \ / reinforcement type. X 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 scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 10d (0128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o,c. Reinforcing member is a 2x6 2 rows 2x6 2-2x401E) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (310 Center scab on wide face of web, Apply (1) scab to each I face of web. 111. MI wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! X1,0 P140 F TC LL PSF REF CLR Sulost. wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and follow the horst edition of Sg SI these functions.ln Installers rs shall provide temporarybracingper SCSI, �� �A�y TC DL PSF DATE 10/01/14 practices prior to performing these(Building Component y by 14659 shall noted otherwise,yattached tap p perly sr hown forppermale.ntlares ra each om hord �' BC DL PSF BRWG BRCLBSUB1014 .w Unle have a properly ch rigid ceiling. structural lateralsheathing ofwebs �, , 'l-g g shall hnve bracing installed per BCS! sections B3, 87 as face L J of truss and position os shown above and on the Joint Details,unless noted pother wise. BC LL PSF L Refer to drawings I6OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for deviation from 04 w'. 'w' AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, '4.0.7.0° V TOT, LD. PSF installation a bracing of truss= "fC ]"19 9 Q4� A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 4Sr w engineering responsibility solely for the design shown. The suitability and use of this drawing 44N w.G�Sw� DUR. FAC. 13389 Lakefront Drive any structure is the responsibility of the Building Designer per ANSI/TPI I Sec,2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites, SPACING ALPINE www.alpineltw.comi TPL www.tpinst.orgi SBCAS www.sbcindustry,orgi ICG www.lccsafe.org Renews:12/31/2017 X — i .9 Frame Setons W4X4, Min, B Hip Frame 111 4" _I_________L _ :_ w N C�mon W1,5X3 ' ` yp, ■ ' : Trusses 1I1i .wM..aINi.mM.11Er1d1011d.lki11" kM1wM1E1m1MMINmE1ImI Typ, • I• illit 11 Stepped Hip 2x4 Purlins .��0110i�011�'. System Trusses 2x4 Chords B ■ ��olos�i wei mm■ IiIiIf .etback 11" itliMI,' -; #1 Hip ir , ��� IN6Pitchedand Sheathed�, _ENMEM� • EiN-M- Chord Area Hip Erame B Bottom Chord o- Attach hip frame to flat chords of stepped hips W3X4, Mni , 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") / �-,nails @ 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 SPE, So, Pine, HF, or DEL Standard, Stud grade, or better, ' See Engineer's sealed design for setback, 7 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 - Use this detail for: System Trusses 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, ..WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI $CLD PROFF ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, REE HIP FRAME Trusses require extreme care in fabricating,handling, shipping, installing and bracing, Refer to and follow the Latest edition of BCSI <Building Component Safety Information, by TPI and SECA)For safetyit practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. � 14659�'Y ' • DATE 10�01�14 Uaac Unless noter d otherwise, top chord shall have properly attached structural sheathing and bottom chord T. hall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG HIPERAME1014 �f u 72,1 l nI shall have hrncing installed per BCSI sections 03, 07 or 010,a applicable. Apply plates to each face I �J- \\ of truss and position as shown above and on the Joint Details, unless noted otherwise. L Refer to drawings 160A-2 for standard plate positions. AN ITW COMPANY Alpine,n division of ITW Building components Group Inc. shau not be responsible for any deaatmn from 04 •'. -• this drnwing, any failure to build the truss In conformance with ANSI/TPI L or for handling,shipping, �/ Installation a bracing of trusse 'FC le A seal on this drawing or cover page listing this drawing,indicates acceptance of professional ., J. Q�/ engineering responsibility solely For the design shown. The suitability end use of this drawing AA 13389 Lakefront Drive for any structure Is the responsibility of'the Building Designer per ANSI/TPI 1 Sec,2. v�'"` 'T .CO Earth City,MO 63045 For more Informationea this job's general notes ALPINE, wwwolpineltw.conl TPI www.tpinst.orgl SUCH. www.sbclndustryo g,e ICCw wbw.iccsafe.org Renews:1213112017