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Plans (379) 'MS-1-7L,i-- 0345(4 RECEIVED JUN 282017 QUI y®FT�DIN GAR1D GDIti SCO VERIFY BEAMS. FLUSH OR DOWN 1 =m m3) / fl4 03 1 mm a A: A o m RI ii OJ Z Ea-_u' - a mo O AlAIIIIIIIIMa 3 C7 PJ r0 3 N m O O GG Mm o z zz3i �• < N � L DI F 2 m < T ri 33 I& .- Al co m m cn o W, a a ' - -♦ - -03 �Mn ' a CGP A 8 r NIB RI �m �/S" OZA , .� �, 1- a .-. E2 _■_ I, El �\ R1 n=i u^� E F7 ro R2 R2 • r EGA I. III R1 R1 \'')Fil R1 ,VERIFY IF A LEDGER IS REQUIRED 1 HERE OR HANGER TO RIM OK HERE Customer: PARR LUMBER-HILLSBORO 33 D oo Deso. : Windwood 22186 10 In Heel iiiiiilltft om m m ADDRESS: VERIFY z Designed by: BILLY BREESE I– z m o ,a.,— a'M ,.~' a. o co •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W 1 C7175Z0305124303 Truss Fabricator: Truss Components of Oregon .lob Identification: 0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) Q PRO Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 4,1- FFSS, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration0�' vtGINFtc �O Floor - N/A 1(/ 4, 83294PE ' 9 Wind - 120 MPH (ASCE 7-10-Closed) et Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 13 "LtY14.2Gocb 0 record, as defined in ANSI/TPI 1. *sell Tan's 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R . - 06/05/21I ��2018 Details: BRCLBSUB-VAL16010- Submitted by RTT 12:41:48 06-05-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 47592--FG 17156009 06/05/17 39 47630--A4 17156046 06/05/17 2 47593--F 17156010 06/05/17 40 47631--A5 17156047 06/05/17 3 47594--F1 17156011 06/05/17 41 47632--A6 17156048 06/05/17 4 47595--F2 17156012 06/05/17 42 47633--AA 17156049 06/05/17 5 47596--F3 17156013 06/05/17 43 47637--V1 17156050 06/05/17 6 47597--F4 17156014 06/05/17 44 47638--V2 17156051 06/05/17 7 47598--F5 17156015 06/05/17 45 47639--V3 17156052 06/05/17 8 47599--F6 17156016 06/05/17 46 47640--V4 17156053 06/05/17 9 47600--F7 17156017 06/05/17 47 47641--V5 17156054 06/05/17 10 47601--DG 17156055 06/05/17 11 47602--D 17156018 06/05/17 12 47603--D1 17156019 06/05/17 13 47604--EG 17156020 06/05/17 14 47605--E 17156021 06/05/17 15 47606--E1 17156022 06/05/17 16 47607--E2 17156023 06/05/17 17 47608--E3 17156024 06/05/17 18 47609--BGA 17156025 06/05/17 19 47610--BG 17156026 06/05/17 20 47611--B 17156027 06/05/17 21 47612-41 17156028 06/05/17 22 47613--GG 17156029 06/05/17 23 47614--G 17156030 06/05/17 24 47615--HG 17156031 06/05/17 25 47616--H 17156032 06/05/17 26 47617--H1 17156033 06/05/17 27 47618--H2 17156034 06/05/17 28 47619--H3 17156035 06/05/17 29 47620--H4 17156036 06/05/17 30 47621--CG 17156037 06/05/17 31 47622--CGA 17156038 06/05/17 32 47623--AGA 17156039 06/05/17 33 47624--AG 17156040 06/05/17 34 47625--AGC 17156041 06/05/17 35 47626--A 17156042 06/05/17 36 47627--A1 17156043 06/05/17 37 47628--A2 17156044 06/05/17 38 47629--A3 17156045 06/05/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - FG) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQUI RED 1 ` Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W2, W10 2x4 DF-L Std/Stud: Nail Schedul e:O.120"x3", min. nails :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Top Chord: 1 Row @12.00" o.c. :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Bot Chord: 1 Row w 9.50" o.c. Webs : 1 Row @ 4" o.c. Special I oads Use equal spaci ng between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 72 p fat -2.00 to 72 p fat 5.94 TC- From 36 p fat 5.94 to 36 p fat 36.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 72 p fat 36.06 to 72 p fat 44.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- From 4 p f at -2.00 to 4 p f at 0.00 DL=0.6 psf. BC- From 14 p fat 0.00 to 14 p fat 5.95 BC- From 7 p fat 5.95 to 7 p fat 36.05 Wind Ioads and reactions based on MWFRS. BC- From 14 p fat 36.05 to 14 p f at 42.00 BC- From 4 p fat 42.00 to 4 p fat 44.00 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 521.18 I b Conc. Load at 5.95,36.05 OC. BC- 230.50 I b Conc. Load at 8.00,10.00,12.00,30.00 32.00,34.00 Deflection meets L/360 live and L/240 total load. Creep increase BC- 256.38 I b Conc. Load at 14.00,16.00,18.00,20.00 factor for dead I oad i s 2.00. 21.00,22.00,24.00,26.00,28.00 Calculated vertical deflection is 0.51" due to live Ioad and 0.71" due to dead load at X = 24-0-8. 4X8 3X5 3X5'' 6X8= 4X5= 3X5= 1. 5X4 III 4X5= 6X8= 6 6I T3 W11 j� 0-1�-0 3-9-10 LJ l Ill is' 4_9-0-0 1.5X4 III 4X8= 4X5= 3X10 4X8= 1. 5X4 III 8X8(E1) = 8X8(E1) H0508= HO508 7=- 2-0-0 20--0 I 5-918 .>,,L. 6 110-4 I- 6-1-0 T 6-1-0 '1' 6-1-0 'I 611-0 ,L,._ 5-9-81-4 I_ 5-11-4,1, 30-1-8 J_ 5-11-4 42-0-0 Over 2 Supports R=3683 U=743 W=5.5" R=3683 U=743 W=5.5" Desi gn Cri t: I BC2015/TPI -2014(STD) °:$PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 1R. 7sm(�s `r h OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)3572118 ...WARMNGI w'READ AND FOLLOW ALL NOTES ON THIS DRAMNGI 825 N 4th Ave,Cornelius OR 97113 ••IWIXlTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. sp TC LL 25.0 PSF REF R7175- 47592 Trusses require extreme care in fabricating, handling, 551 ppl ng, install leg and bracing. Refer to and follow K. DL 1 0.0 PSF DATE 06/05/1 7 the latest edition of SCSI (Sul!di ng Component Safety Information, by TPI and WeCA) for safety practices prior to Performing these tproperns. Installers shall Provide temporary bracing per SCSI. Unless noted otherwise, 411164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cei I i ng. Locatl ons shown for permanent ateral rostral nt of webs shat have braci ng notal ed per ge• BC DL 7.0 PSF DRW CAUSR7175 17156009 Ar1 tL 1 , sections 83, eT or S,O, as applicable Apply plates to each face of fortrusstand position as show above and on III i he Joint Retails, unless noted leg wise. Refer to drawings 160A-Z for standard plate pool ti ons T05:2017 BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine. a division of ITIN Sul lding Components Group Inc. shall not be responsible for any deviation from this GONdrawl ng, any failure to bol Id the truss In conformance with ANSI/TPI ,, or for handling, shipping,AN ITWCOMPANv iestanatinn A bracing of trashes. je'e TOT. LD. 42.0 PSF SEAN- 114189 . A seal on this draws ng or cover page I I stlng thl s drawl ng, I ndl Oats acceptance of professiheel angl nears ng �4 Y4,20� • respansi bi I I ty sol el y for the dost gn sheen. The sol tabs I I ty and use of thl s drawl ng for any structure I s tro $ DUR. FAC. 1. 158351 RRVana circle reapwatsl blllty of the eulidl ng Oaslgoer per ANSI/TPI , .z. SelTan FROM BB Sacramento,CA 95828 For more I nformati on see chi s j ob s general notes page and these web si teS: SPDC I NG 24.0" J RE F- 1 W1 C7175Z03 ALPINE: www.al pl nei tw.corn; TPI: wax.tpl net.org; WTCA: www sbci ndustry.cont ICC: www.lccsaFe.org Remarai lRJ9f1l9111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 :T2, 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 :B2 2x4 DF-L #2: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W5, W7, W9 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with 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 live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead I oad i s 2.00. Cal cul ated verti cal defl ecti on i s O.46" due to I i ve I oad and 0.68" due to dead load at X = 21-0-0. 1. 5X4 III 1.5X4 5X7= 4X8— 5X7= 1.5X4% 3X7(E3) III 6 T2 T3 - 6 0-10-0 W3 W5 W We 3X7(E3) III 0-10-0 4-9-10 /� _ ,�I 9-0-0 Y 3X5(E3) = HO612= 623X10= HO612= 3X5(E3) 2-0-0 2-0-0 R-11-198 -11-09-811 19i� 6-7-4 1 6-7-4 >i< 6-7-4 6-7-4 �I 11-7-93811-101 L 7-11-4 J, 26-1-8 .I, 7-11-4 J 1 42-0-0 Over 2 Supports R=1967 U=290 W=5.5" R=1967 U=290 W=5.5" RL=92/-92 Note: Al I PI ates Are 3X5 Except As Shown. so PROF Desi gn Cri t: I BC2015/TP1-2014(STD) �G� SS's PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. !i°bLf SNE' HOZ OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARM NG!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE 'p +s25.0REF R7175- 47593 825 N 4th Ave,Cornelius OR 97113 *'I IpORTANri' FURNISH TNI S DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. I TC L L PSF Trusses Ire extreme care In fabrl catln handl In shl in Installs / redo g, g, pp g, ng and bracing. Refer to and follow C L 10.0 PSF DATE 06/05/17 the latest ng then of BCSInctl (U.Insdi g Component Safety de tempo on, by TPI and NTCSI for safety practices prior - T7 ..... to Performing these fproperly Installers shall Provide temporary bracing per alI Unless noted otherwise, Sop chord shall have properly attached structural rah reing and bottom chord shall have a properly attached 1C DL 7.0 PSF DRW CAUSR7175 17156010 rI gI d cel , I Locations shown for permanent I ateral Beach nt of webs shat have bract ng I notal ed per d o 06/05/2017 A I' LF)0 sections R3,Detail or unl as applicable Apply plates to each face of truss and position as shown above and on I the Joint Ddivils, unless noted di Compo Refer to drawings rbO .Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT I Alpine. a di fill on of RTW Dui I rg Components Group Inc. shall not be responsible for any deviation from this 13 C drawl ng, any failure to build the truss In conformance wl tM1 ANSI/TPI 1, or for handling, sM1l psi ng, S EQN- 114193 AN RTW COMPANY instal 1 atm on w bract ng of tresses. awl ng, ICY 14,20� 0 TOT. LD. 42.0 PSF rresp ns billlty drawl Wfoor cover he desiign shill.no Thl Thessul ftobl lity wed use of this drawl ngforanal the �eeeII Tar - OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respensl 121 I I ty of the Bill I di ng Peel goer per 1151/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformati on see thi s j ob•s general notes page and these web si tel: Renewal 6/30/2018 SPACING 24.0" J RE F- 1 W1 C7175 Z03 ALPINE: www.al pi nes tw.can: TPI: www.tpl not.erg; ATM www.sbci ndustry.cum, ICC: www.i ccsafe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - Fl) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L 2400f-2.OE: 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W5, W7 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Conti nuous I ateral restrai nt equal I y spaced on member. In lieu of structural panels use purlins to brace all flat TC c 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III 1. 5X4 1. 5X4 3X5 6X6= 3X5= 4X8= 6X6= - 3X7(E3) III 6 r 12 '�' T3 - 6 W3 W5 a) 3X5 5-9-10 0-10-0 ��- w 3X7(E3) rii-1� o it .. aaa ,44.3X7(E3) ., 9-0-0 "J 3X5 4X8= 4X12= 3X5- - 3X5(E3) = 4X8-- - 3X5(E3) 200 4X5= 200 k4-11-10..i_4-11-10...4c_9 87_5-11 3-15 'I` 7-5-11 7-5-11 1 7-5-11 .>k4-11-10.a...4-11-10,1- 1, 9-11-4 I 22-1-8 ,I, 9-11-4 J 42-0-0 Over 2 Supports R=1967 U=289 W=5.5" R=1967 U=289 W=5.5" RL=108/-108 CEO PROFS Design Cri t: 1 BC2015/TPI -2014(STD) .raG S�, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. I�e3, SNE HOZ OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI"READ AND FOLLOW ALL NOTES ON THIS DRAW!NGI Li/ 83294PE 'Q rA REF R7175- 47594 825 N 4th Ave,Cornelius OR 97113 '4 MPORTANT•' FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. TC LL 2 5.0 PSF Trusses redid re extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fol low �' ..... C L 1 0.0 PSF DATE 06/05/17 the latest edl ti en of BCSI (Bul l di ng Component Safety Information, by TPI and WTCA) for safety practices to Performing these fundi ons. l metal l ors shall provide temporary bracing per BCSI. Unless noted otherwise. Addlhbh top chord shat I have proper!y attached structural sheathi ng and bottom chord shat I have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17156011 ri gid ceiling. Ectad brad ons shown for permanent lateral rostral nt of webs shah l have brang installed per BCSI 06/05/2017 1 ,4 L��� sections 83, B7 or B10 as applicable. Apply plates to each face of trussand position as shown above and on I the Joint Details, unless noted otherwstandard Refer to drawings 130A-z for plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/PTT I Alpine, a division of RTW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any fah l ure to bun Id the truss In conformance with ANSI/TPI 1, or for handl l ng, shi ppl ng, AN RTW COMPANY i o=ral I ati on L brant ng of trusses. C. 14,240° 0 TOT. LD. 42.0 PSF SEON- 114195 . A seal on MIs drawl ng or Cover page I I stl ng tis drawl nag I ndl cotes acceptance of professl anal angl neerl BR 4 responsl bill ty sol el y for the deal on shown. The sul tab!I I ty and use of thl s drawl ng Tor any structure I s the *sell Tao'- OUR. FAC. 1. 15 FROM BB 8351 Royana Circle responsl bl I I ty of the Sul I no Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Informed on see this jobs general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: www.al pi mei tw.cony TPI: www.tpi net.org; WTCA: www.sbci ndustry.corn; ICC: waw.I ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W7 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. In Iieu of structural panels use purlins to brace all flat TC (0 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 2.00. 5X7---- 5X7 6 r _, 6 - 3X7(E3) III (a) W7 a) 0-10-0 W' 3X7(E3) Ill 6-9-10 0-10-0 f /1 ,,, +900 1 3X5(E3) - 1. 5X4 III 3X10= 4X8= 1. 5X4 III 3X5(E3) 4X8= 2-0-0 3X10. — L z-o-o 1 5-11-10 -I 5 9114 5-119-2 8_ 6 11_11 J9-2-81-15 jL 519_14 1 5-11-10 -I I, 11-11-4 --I.- 18-1-8 .1_ 11-11-4 . J 42-0-0 Over 2 Supports >1 R=1967 U=288 W=5.5" R=1967 U=288 W=5.5" RL=124/-124 Note: Al I PI ates Are 3X5 Except As Shown. CEO PROP Desi gn Cri t: I BC2015/TPI—2014(STD) •�!. S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. e fir,CidNF- s'0 OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAVA NGl 825 N 4th Ave,Cornelius OR 97113 "IIwaRTAutt FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. aNkTC LL 25.0 PSF REF R7175- 47595 Trusses require extreme care In fabricating, handling, shipping, instal l irg and bracing. Refer to and follow ar.,.... lial.0,./ the Iatest edition of SCSI (Bei!di ng Component safety Information, by TPI andwrCA) for safety practices prierIL 10.0 PSF DATE 06/05/17 n to perform)ng these functions. Installers shall Provide temporary bract ng per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I 1 ng. Locatl ons shown for permanent I atom) rostral nt of webs shat I have bracing instal 1 ed per BCSI DRW CAUSR7175 17156012 ,4 r I seed ons B3, BT or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 06/05/2017 :C DL 7.0 PSF II L=1 I the Joint Details, unless noted otherwise. Refer to drawings 160A_z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a di vi sl on of I Bul ldl ng Components Group Inc. shall not be responsible for any deviation from this drawl ng, any Pal I ure Co but I d the truss i n conformance wi th ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITW COMRANY i metal I at on n braci ng of trusses. 4 SLY 14,sod" t0 TOT. LD, 42.0 PSF SEAN- 114197 A seed on thl s drawl p or cover papa I 1 std p till s drawl p, I nil notes acceptance of professional epi neer) The responsl bill ty sol el y for the design shown. :m tabs l l ty and use of this drawing for any structure is the *eel'Tao-. OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl 121p I I I ty of the&11 I dl Designer per ANSI/TPI 1 Sec,2. Sacramento,CAysa2s For more information see this;ob.s general antes page and these web sites: SPACING 24.0" JREF— 1W1C7175Z03 PI ALPINE: www.al pi mei tw.cum; T : www.tpl net.org; WrCA: www.sbcl ndustry.cum; ICG. www.,<csafe.org Renewal 613012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F3) Top chord 2x4 HF #1&Bet. :T2 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=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W10 2x4 HF Std/Stud: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. 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 IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. • 6X6 T2 6X6 J i N. L i. tttllt 3X7(E3) III 6 r a) / (a 0)'', _, 6 3X7(E3) III 7-9-10 0-10-0 W1 ,I'''% W10 0-10-0 f �r W B �\ T 9-0-0 1 3X5(E3) 1.5X4 III 5X12= 5X12= 1. 5X4 III 3X5(E3) _ 2-0-0 2_0_0 1 6-11-10 -v 6--9--10 9 14 -ic 4-7-2 8_ 4,8x-8_17-2-88 8 ',` 619-140 'I 6-11-10 I, 13-11-4 —I, 14-1-8 ,I_ 13-11-4 J 42-0-0 Over 2 Supports R=2001 U=286 W=5.5" R=2001 U=286 W=5.5" RL=140/-140 Note: All PI ates Are 3X5 Except As Shown. O PRO Design Cri t: I BC2015/TPI -2014(STD) ,<<Gik F�`rt PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .e°-0 .CibNF't ,0 OR/-/1/-/-/R/- Scale =. 125“/Ft. Truss Components of Oregon (503)357)2118 "WARN!NGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWINOI y REF R7175- 47596 _ 825 N 4th Ave,Cornelius OR 971113 "I NPORTANT” FURNISH THIS DRAW?NG TO ALL CONTRACTORS I NCLIAI ND THE INSTALLERS. 83294PE 7 TC LL 25.0 PSF Trusses require extreme care In fabricating, handl Ing, shipping, installing and bracing. Refer to and fp low 6 /' L 10.0 PSF DATE 06/05/17 the latest edition of BCS! (Building Component Safety Information, by TPI and WBCA) for safety practices Ion Ail t• to per£ormi ng these functions. Installers shall Provide temporary bracing per BCS!. Unless noted otherwise, - top chord shat I have properly attached structural sheat hi ng and bottom chord shat I have a properly attached i DL 7.0 PSF DRW CAUSR7175 17156013 rigid ceiling. Locations shown for permanent lateral estraint of webs shall have bracing Installed per BCS! 06/05/2017 A ,L=JO N sections B3, BT or 1110, as applicable Apply plates to each face of truss and puss tion as shown above and on JI he mint netalIr unless noted othe wise. Refer to drawings 160A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITN Bull di ng Components Group Inc. shall not be responsible for any devi atl on from this i drawing, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handling, shipping, A AN ITW COMPANY instalIail on R bracing of trusses. `Ltr 14 y046 t4) TOT. LD. 42.0 PSF SEON- 114200 . A seal on title drool ng or cover page I I sting thl s drool ng, I ndl cotes acceptance of profassl noel engl neerl ng respond bl I I ty sol el y for the des!gn shown. The sul tabi I I ty and use of thi s drawl ng for any structure Is the v `. DUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responsibility of the Bull ding Designer per ANSI/FP1 1 Sec.2. ��'���,• Sacramento,CA 95828 For more i nformati on see this fob's general notes page and these web sI tes: Renewal W3o12018 SPACING 24.0,' J REF- 1 W1 C7175Z03 ALPINE: www.al pi nel tw.corn: TPI: wwwtpl mt.oro: WTCA: www,sbci ndustry.corn; ICC: www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F4) • 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=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W2, W9, W10 2x4 HF Std/Stud: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. In Iieu of structural panel s use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. 5X7= 5X7= L 1.5X4 1. 5X4�# (a) a) 8-9-10 0-10-0 3X7(E3) III 6 r /Nil/ 63X7(E3) III 0-10-0 W1 _ i 9-0-0 1 3X5(E3) = 3X7= 3X10= 3X5(E3) 3X10= 3X7= 2�-0LL 2�_0 r 5 7-9-14 - - 7-11510i 7-11510 1 5_O 11 5-0-0-12 SIF 5 7-11 0 5-2-9 7-9-14 '1 L 15-11-4 -J.- 10-1-8 ,I, 15-11-4 J l< 42-0-0 Over 2 Supports R=2061 U=285 W=5.5" R=2061 U=285 W=5.5" RL=155/-155 Note: Al I PI ates Are 3X5 Except As Shown. Desi PRO Design Cri t: I BC2015/TPI -2014(STD) 4-it FFSS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. ,erA) .GaNe 7p OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARNING! •READ AND FOLLOW ALL NOTES ON TRIS DRAWING! lil 825 N 4th Ave,Cornelius OR 97113 •91/in RrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF REF R7175- 47597 Trusses require extreme care In fabricating, handling, shipping, instalIing and bracing. Refer to and fopflow ...„,/ L 10.0 PSF DATE 06/05/1 7 the latest edi LI on of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practices Tor to performing these fundi ons. 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 ri gi d cel I I ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng I o=ral I ed per BCSI 06/05/2017 :C DL 7.0 PSF DRW CAU5R71 75 17156014 r, 1�� I sections B3. B1 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on II O I the,J,on:nT 0etalls, unless noted otherwise. Refer to drawl oohs 160A-Z for standard plate post tl ons. I Alpine, a division of ITW Bolidi09 Components Group Ina. shall nut be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT a drawl g, any failure to bulId the truss In conformance with ANSI/TPI 1, or for handling, shipping, /3 ANITW COMPANY instal l at l on R mraci ng of trusses. 4 `LtY14,2004 �® TOT . LD. 42.0 PSF SEQN- 114202 A saeI on MI s Marl ng or cover pope I I MI ng thl s drawl ng, I ndl eaten acceptance of professions! M l angl arl ng respond hi 1 I ty sol el y for the design shown. The sun tab'I ty and use of thl s drawing for any structure Is the �� �'Tao•.. DUR. FAC. 1.15 FROM B B 8351 Rovana Circle rosponsl bill ty of the Building Id! Deal goer par ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this;ob•s general notes page and these web sires: SPACING 24.0,' JREF- 1W1C7175Z03 ALPINE: www.al pi nei tw.corn, TPI: www0/ .tpinst.org: WTCA: www. ICC: www. Renewal 8/320 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F5) 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=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W2, W8, W9 2x4 HF Std/Stud: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. • In lieu of structural panels use purlins to brace all flat TC c 24" • Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X7= 5X7= T 1. 5X4 3X7 a 3X7'' 1. 5X4 a) 9-9-10 3X10(E3) Ill 6 a) (a) W86 0-10-03X10(E3) III i WIr r xv,....,,,,,,,,,,,,,,,,,.... ...4.6.. 0-10-0 r — � ., 9-0-0 1 3X5(E3) = 4X8= 3X10= 4X8= 3X5(E3) 2�-0 2�-0 I( 5-18-11-10 18-11-0 5-11-12 8-9 14 12 6-5-0-8 5 11-819 14 5-11-12 �8-11-10 5-11-12 17-11-4 ,I— 6-1-8 ,I, 17-11-4 -f 42-0-0 Over 2 Supports >1 R=2120 U=283 W=5.5" R=2120 U=283 W=5.5" RL=171/-171 Note: Al I PI ates Are 3X5 Except As Shown. �QO PROFS Design Crit: I BC2015/TPI -2014(STD) ' S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .tirI, .OW 1,3:C% OR/-/1/-/-/R/- Scale =. 125“/Ft. Truss Com onentsofOregon (503)357-2118 '•WARNINGI*.READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI 825 N 4th Ave,Comelius OR 97113 ^1 woRTANT” Fume SH TNI S DRAM NG TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. 83294PE TC LL 25.0 PSF REF R7175 47598 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow t /�' 1' the latest edition Of°CSI (Building Component Safety Information, by TPI and'MCA) for safety practices prior DL 1 0.0 PSF DATE 06/05/1 7 n to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise.0i416 top chard shall have properly attached structural sheathing and bottom chard shall have a properly attached ri gid cei I i ng. Locate ons shown for permanent lateral restraint of webs shall have bract ng i metal I ed per°CSI e :C DL 7.0 PSF DRW CAUSR7175 17156015 r O�� I the Joint Details, unless noted otherwise. Refer to drawings 1b0A-�for standard plate positions.1 secti ons 83, B7 or B10, as app!i cable. Apply p!ales to each face of truss and poli ti on as shown above and on 06/05/2017 ,4 II L OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Bui!ding Components Group Inc. shall not be responsible for any devi all on from this drawl ng, any fab 1 ace go bu!1 tl the truss 1 n conformance wi th ANSI/TPI 1, or for handling, shl ppi ng, y_ TOT. LD. 42.0 PSF SEAN- 114208 AN 17W COMPANY i meta!!ate on a bracing of tresses. V A seal on thl s drawl ng or cover page I 1 st1 ng th1 s drawl I ndl Cates acceptance of profess)orol angi neerl ng LY 14,2� responn!e1!I ty doe el y for the deal gn Shan,. The Sia tabs I l ty and use of th1 S drawl ng for any structure I s the $$Q"Tan OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond!b11 I ty of the Boll dl ng Desi goer per ANSI/TP! 1 See.2. Sacramento,CA 95828 For more 1 reformatl on see tui s j ob's general notes page and mese web sI<es: ALP!NE: www.al p1 mei tw.Com, TPI: www.tpi mat.org; WTCA: www.sbci ndustry.eon; ICC: www.,cesafe.org Renewal eiacums SPACI NG 24.0" J RE F- 1 W1 C7175 Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ' (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F6) 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=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W3, W8, W10 2x4 HF Std/Stud: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MFRS with additional C&C member desi gn. Calculated horizontal deflection is 0.16" due to live load and 0.09" 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 @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X7 5X7= 1. 5X4 III T 3X7:•••,...„/°°°°°.°°' X7 3X7 3X10(E3) III 6 ,— , W3 I ) —, 6 3X10(E3) III 10-9-10 0-10-0 0-10-0 r W1 W10 .0°°°'- -- 1N.%% " 9-0-0 1 3X5(E3) = 1.5X4 III 4X8= 3X10= 3X7= 1. 5X4 III 3X5(E3) _ 20-0 4X8= 2�-0 L 2-1-8 I 6-7-12 'I` 6-7-12 'I` 6-6--0 1 _-g8-11 012 >I` 6-7-12 'I` 6-7-12 - I 19-11-4 2,1J/ 19-11-4 J 42-0-0 Over 2 Supports R=2179 U=282 W=5.5" R=2179 U=282 W=5.5" RL=187/-187 Note: Al I PI ates Are 3X5 Except As Shown. iso PROP Desi gn Cri t: I BC2015/TPI-2014(STD) Q, S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .,&, ,.QWN s'• OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss 825N4thAve,Components ofOregon (503)357-2118 ••WARNINM••READ AND FOLLOW ALL NOTES RAoNTNISDRAIN NGI g aTC LL 25.0 PSF REF R7175- 47599 828 N 4t Ave,Cornelius OR 97113 "IIpORTANr•• Fum+!SN TNI s oltan NI;To ALL,bNrpAcroas I NCWDI xe Txe l xsrALLEAs. Trusses regul re extreme care In fabri caring, handling, shi ppl ng, Installing and bract ng. Refer to and follow the I atest edition of BCSI (Hui I ding Component Safety I nformati on, by TPI and w,CA)for safety praoti ces prior DL 10.0 PSF DATE 06/05/17 t. 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 :C DL 7.0 PSF rigid cei I i ng. Locati ons shown for permanent lateral restraint of webs shall have braci ng instal I ed per BCSI a DRW CAUSR7175 17156016 ,4 �0�� 1 sections B3, B7 or B,B, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 All 1 the Joint Betai ls, unless notetl otherwise. Refer to drawings,60A-Z for standard plate positions. NI ! Alpine, a division of I w Building Components Group Inc. shall not be responsib a for any devinti on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drama ng, anye fab ere gtbel I d the truss n conformance wl th ANSI/TPI 1, or for handl ng, shi ppl ng, t'G�y 14,�•�, 0C TOT. LD. 42.0 PSF SEAN- 114211 AN ITW COMPANY costal I ata on w braci ng of trusses. A seal on tRi s drawl cop or lover peps I I stl ng tills drawl ng, I ndl cotes acceptance.of professl anal engl near!ng reoponsl bill ty tel el y for the deal gn shown. The sol tebl n ty and use of tm s drawl ng for any structure I s the Sete s a 11 Tao a` DU R. FAC. 1. 15 FROM B B 8351 Rovana Circic response bI I I ty of the Boll I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see thb s Job's general notes page and these web sites: ALPINE: wwew al pi nal tw.corn; TPI: www.tpi cost.org; aTCA: www.sbcl ndustry.coo; ICC: www.I ccsafe.org Renewal 8!3012018 SPACING 24.0" J RE F- 1 W1 C7175 Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - F7) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :B2 2x4 HF #2: anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead load is 2.00. 5X7 T 1. 5X4p� 3X7e 3X7-* 1. 5X4 (a) 11-4-0 3X7(E3) III 6 r a) (a) 6 r 3X7(E3) III 0-10-0 W1 0-10-0 - BZ +9-0-0 1 3X5(E3) = 3X7— 3X10= 3X7 3X5(E3) 2�-0 L2H-o r 7 010-6-0 7-0-0 J 10-6-0 7-0-0 7-0-0 10-6-0 7-0-0 110-6-0 0 L 21-0-0 ,I_ 21-0-0 J r< 42-0-0 Over 2 Supports R=1967 U=282 W=5.5" R=1967 U=282 W=5.5" RL=196/-196 Note: Al I PI ates Are 3X5 Except As Shown. PRO Desi gn Cri t: I BC2015/TPI -2014(STD) OV fiFS+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 't . , CON PAN n�S0'• OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAW!NGI 4 'r TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I RpORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 83294PEREF R7175 47600 Trusses requl re extreme care In fabricating, handling, shi ppi ng, installing and bracing. Refer to and follow '/ ' the Iatest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices pri orlilDL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, 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 I ateral restrai nt of webs shat I have brad ng i nstal I ed per BCSI c CDL 7.0 PSF DRW CAUSR7175 17156017 ,4 �0�� I I SAI ti ons 63, B>or B10, as appl i cabl e. Apply pl Ates to each face of truss and posit on as shown above and on 06/05/2017 II I the Joint petal Is, unless noted otherwise. Refer to drawings 160A_Z for standard pi ate posltlons. BC LL 0.0 PSF CA-ENG BFR/RTT pi ne, a di vi si on of I TW Bui I di ng Components Group 1 nc. steal I not be responsi b1 a for any devi ati on from thl s OREGON drawl ng, any Fal I ure to bui I d the truss i n conformance wi th ANSI/TPI t, or for handl I ng, shi ppi ng, �\ AN ITweoMPANY installation B bracing of trusses .1 t off+ C TOT. LD. 42.0 PSF SEQN- 114213 rrespons RI II ty dsol`eelygor cover for the design shoo:n.ng`T1hie`sul tab ng, and,,,see of X151 dr�„ng professional anystruccture"�s"the <, 0'14,20 �� OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl IA I I ty of the Bul I dl ng Bowl goer per ANSI/TPI 1 Sec,2, Sacramento,CA 95828 For more Information see this job.s general notes page and these web sites: SPACING 24.0" JREF- 1W1 C7175Z03 ALPI NE: www.al pI Rel tw.comb. TPI: www.tpi nst.org; WTCA: www.sbcl ndustry.Com; ICC; www.1 ccsafe.org Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - DG) Top chord 2x4 DF-L #1&Bet. :T2, T3 2x6 DF-L SS: 2 COMPLETE TRUSSES REQUI RED 1 t : Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W3, W11 2x4 HF #1&Bet. : Nail Schedul e:O.120"x3", min. nails :W7 2x4 DF-L Std/Stud: :W5, W9 2x4 HF #2: Top Chord: 1 Row @12.00" o.c. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Bot Chord: 1 Row @ 3.25" o.c. :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Webs : 1 Row @ 4" o.c. S ecial loads Use equal spaci ng between rows and stagger nails p in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to TC- From 72 p f at -2.00 to 72 p f at 5.94 grai n requi red i n area over bearings greater than 4" TC- From 36 p fat 5.94 to 36 p fat 27.90 TC- From 72 p f at 27.90 to 72 p f at 35.83 120 mph wi nd, 19.82 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 4 p fat -2.00 to 4 p fat 0.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC BC- From 14 p f at 0.00 to 14 p f at 5.95 DL=0.6 psf. BC- From 7 p fat 5.95 to 7 p fat 27.89 BC- From 14 p fat 27.89 to 14 p fat 33.83 Wind loads and reactions based on MWFRS. BC- From 4 p fat 33.83 to 4 p fat 35.83 BC- 1481.42 Ib Conc. Load at 6.00 In Iieu of structural panels use purlins to brace all flat TC @ 24" BC- 721.71 I b Conc. Load at 8.00 OC. BC- 718.08 I b Conc. Load at 10.00 BC- 6135.96 Ib Conc. Load at 10.36 Deflection meets L/360 live and L/240 total load. Creep increase BC- 230.50 I b Conc. Load at 12.00,14.00,16.00,17.83 factor for dead I oad i s 2.00. 19.83,21.83,23.83,25.83 BC- 521.18 Ib Conc. Load at 27.89 Calculated vertical deflection is 0.44" due to live load and 0.61" due to dead Ioad at X = 14-8-4. 3X5 1. 5X4 III o 3X5 1012= 4X8= 5X5 5X5 T3 4X8= 1012= r Nr2 m $ n � 63X7- ` 3X70-10-0 W7j# ' VV1 0-10-0 3-9-10 / _ 'HA - 11 1 LTJ J\ T 18-0-0 1 8X8(E5) III 3X5= 8X10= 6X10= SS0514= 8X10= 3X5 8X8(E1) 1--- 4X8==- 2.-6-9.i Y L-O-J 4X8 L-O-J k2-9-14_1_.9-8-1-6 lie 4-3-8 4-5-4 'I` 4-5-8 -I 4-5-8 I 4-5-8 I 4-5-4 JI 3-1-6 8-9-14 1 L 5-11-4 J, 21-11-8 J, 5-11-4 J 33-10-0 Over 2 Supports R=8578 U=1881 W=5.5" R=5125 U=1138 W=5.5" EO PROF Design Cri t: 1 BC2015/TPI -2014(STD) lf,Q' FS+ PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. Pall AA ,�CiN `rte• OR/-/1/-/-/R/ Scale =. 1875"/Ft. Truss Components of Oregon (503)357-SI18 w'WARNINGI w'READ AND FOLLOW ALL NOTES ON THIS DRAWING! /�„� t TC LL 25.0 PSF REF R7175- 47601 825 N 4th Ave,Cornelius OR 97113 "I IPORTANr.. FURNI SH TNI S DRAIN NG TO ALLLLDRAWING!CaCONTRACTORS I NDLWNG I NG THE INSTALLERS. i►M7 '" Trusses regul re extreme care in fabricating, handl lug, shipping, instal I Ing and bracing. Refer to and follow /� the latest edition of BCSI (Building Component Safety Information, by TPI and CA) for safety practices prior DL 10.0 PSF DATE 06/05/17 'M to performing these functions. Installers shall provide temporary bracing per RCS!. Unless noted otherwl se, Idilhbtop chard shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cel I I ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have braci ng i metal I ed per BCSI610 :C DL 7.0 PSF DRW CAUSR7175 17156055 ,4 �� ' sections 83, 87 or 0, as applicable. Apply plates to each face of truss /05/2017 and position as shown above and on 6 V Q I the Joint Details, unless no ed otherwise. Refer to drawings 160A-3 for standard plate posltlons. BC LL 0.0 PSF CA-ENG BFR/PTT IAI pi ne, a d1 vi si on of 1 TW IRA di ng Components Group Inc. shat I not be responsl bl a for any devi ati on from this OREGON drawing, any failure to ileal I the truss in conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation a bracing of trusses. •?, e e TOT. LD. 42.0 PSF SEON- 114184 . A seal on UN s drawl ng or cover pegs I I stl ng tills drawl ng, I nal eats.acceptant of profess)anal anal neer)ng Ly�'�t�0 responsi bi l I ty sol el y b! Por the design shawl,. The sm tab)I ty and use of this drawing for any structstructureI s the *eel,Tai t DU R. FAC. 1. 15 FROM B B 8351 Rovana Circle reseals! I I ty of the Bel I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this iob.s general notes page and these web s1 tee: SPACI NG 24.O' JREF- 1W157175ZO3 ALPINE: www.al pi mei tw.co, TPI: www.tai net.erg: WTCA: www.sbci ndustry can: ICC: www.I ccsafe org Renewal 8/80/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - D) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 20.32 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MFRS with additional C&C member desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) c 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 live Ioad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 6X6= 6X6= 1. 5X4 6 T2 1. 5X4 '\\\\\\ 3X5 013\\\\\\\ 6 4-9-10 3X5� 0-10-0 m\ -' 0-10-0 1s-o-o -1- 3X10(E5) III 3X5= 3X5= 3"= 3X10(E5) III 12-0-0---1 I_ 3-11-107 9 8 3-11-10 7-5-8 7-9-0 .--41 3-11-10 7 9 8 3-11-10 I— 7-11-4 J, 7-5-8 J, 7-11-4 J Hz 23-4-0 Over 2 Supports R=1006 U=200 R=1168 U=231 W=5.5" RL=78/-71 Desi gn Cri t: I BC2015/TPI -2014(STD) (f,���PRUFFS PPLT TYP. Wave FT/RT=2°/B(0°/B)/4(0) 16.01. tt a atilp„ s4 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGIww READ AND FOLLOW ALL NOTES ON THI S DRAWI NGI TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I WpORTANT•• FURNI SH THI s DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 14/ 832942E a REF R7175- 47 602 Trusses requl re extreme care in fabricating, handling, shi ppl ng, Instal l ing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and w00°''' �TCA) for safety practices prior DL 1 0.0 PSF DATE 06/05/17 n to perform)ng these fundi ons. 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 ri gl d cei I i ng. Locati ons shown for permanent I ares) rests)nt of webs shat l have braci ng i metal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17156018 ,4 �0�� I sections B3, BT or BIO, as applicable. Apply plates to each face o£truss052017 and post tl on as shown above and on 06� � the Jai nt°etas I s, Nnl ens noted otherwl se. Refer to drawl ngs 16,0A,for standard pl ate pnsi ti ons. BC LL 0.0 PSF CA-ENG BFR/RTT pi ne, a di vi sl on of I Tw Bui!di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from this OREGON drawl ng, any£ai lure to bul Id the truss in conformance with ANSI/TPI 1, or for handling, shl ppl ng, AN ITN COMPANY i metal I ati on 3 braci ng of trusses. �, e. TOT. LD. 42.0 PSF SEAN- 114163 . A Seel on tills drawl ng or cover page I 1st!ng tm s drawl ng, I nil cotes acceptance of profess)onsl engl nearing (, LY 14:20 respgnsl e1 I 1 ty sol el r for tn�deol gn shoot. Tne sm tam I I ty and use of this drawl ng for any structure i s the �'$@ t',Tar.� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Sul I dl Designer par ANSI/TM1 See.2. Sacramento,CA 95828 For more Information see this jobs general notes page and these web of tee: SPACI NG 24.0" JREF- 1011 C7175Z03 ALPINE: www.al pi meitw.Com; TPI: wV( TCA:tui net.erg; CA: www.sbcindustry.cony ICC: www.Iccsafe org Renewal 8!3012(118 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ••• (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - Dl) Top chord 2x4 HF #2 120 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. In Iieu of structural panels use purlins to brace all flat TC w 24" 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 factor load applied per IBC-15 section 1607. for dead I oad i s 2.00. 4X5= 4X5= MI IC 6 1. 5X4 1. 5X4 � b 5-9-10 3X51, 3X5. 0-10-00-10-0 me 0-10-0 18-0-0 3X10(E5) Ill 3X5= 3X5= 3X7= 3X10(E5) III L.2-0-01 4-11-10 I 4-11-10 3-5-8 I 4-11-10 I 4-11-10 9-9-8 3-9-0 � 9-9-8 9-11-4 ,I, 3-5-8 ,I, 9-11-4 -J Fc 23-4-0 Over 2 Supports >1 R=1065 U=204 R=1215 U=236 W=5.5" RL=93/-86 Design Cri t: I BC2015/TPI -2014(STD) 1?••`GD PRpFe,S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. PAS, .,Tlt4�:/7\ S. OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NM•• READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI 25.0 PSF REF R7175 47603 825 N 4th Ave,Cornelius OR 97113 '•I YPORTANT.. FURNISH THIS DRAM AG TO ALL CONTRACTORS 1 NCLwI Ne THE INSTALLERS. Trusses requl re extreme care in fabricating, handl ing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA)for safety practices prioreirAll:alea TC LL : DL 10.0 PSF DATE 06/05/1 7 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 ri gi d cel I Ing. Locatl ons shown for permanent I ateral rests)nt of webs shal I have brace ng Instal led per BCS BC DL 7.0 PSF DRW CAUSR7175 17156019 , sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 ,4 II [FI^ ' I the Joint Details, unless noted otherwise. Refer to drawings 1soAa for standard plate pesitlans. BC LL 0.0 PSF CA-ENG BFR/RTT I V I Al pi fee, a di vi sl on of 1 TW Bul I dl ng Components Group Inc. shat I not be respond bl a for any dive ate on from thl s OREGON drawl ng, any fel Iure to build the truss in conformance with ANSI/TPI 1, or for handl I ng, shippl ng, AN ITWC.OMFWNY Installation R bracing of trusses 'A 46 0 and use of thi s drawl ng for any structure Is the TOT. LD. 42.0 PSF SEON- 114166 A seal on tni s drawl ng or cover page I I stn ng s drawl I ndl cotes acceptance of profess'anal once neenp LY'I4,20 respond'bl l l ty solely for the deal Rn shown. The sun tab))Ityd 4 8351 Rovana Circle responsi bill ty of the Hui l dl ng Designer per ANSI/TPI 1 Sec.2. $s ell Tli ar OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thl s;ob•s general notes page and these web si tis: SPAC I NG 24.0" J REF- 1 W1 C7175Z03 ALPI NE: www.al pi feel tw.cony TPI: www.tpl fest.org: wTCA: www.sbci ndustry.toms ICC www.I ccsafe.org Renewal 8/30/2018 • THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - EG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 p f at -2.00 to 72 p fat 5.94 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 36 p f at 5.94 to 36 p f at 17.40 :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 72 p f at 17.40 to 72 p f at 25.33 BC- From 4 p f at -2.00 to 4 p f at 0.00 120 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 p fat 0.00 to 14 p f at 5.95 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- From 7 p f at 5.95 to 7 p f at 17.39 DL=0.6 psf. BC- From 14 p fat 17.39 to 14 p f at 23.33 BC- From 4 p f at 23.33 to 4 p f at 25.33 Wind Ioads and reactions based on MWFRS. BC- 521.18 Ib Conc. Load at 5.95,17.39 BC- 230.50 I b Conc. Load at 8.00,10.00,11.67,13.33 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 15.33 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 5X5= 1. 5X4 III 5X5= 6 r- a L --1 6 3X5 3X5-:- 3-9-10 I 0-10-0 _ .DI I m G 0-10-0 „ 18-0-0 4X5111 4X8= 5X5= ` 8X8(E1) = 4X5111 8X8(E1) 1<2-0-0>] 1<2-0-0> • 5-9-18-4 5-8- 2 5-10-8 'I` -12 5-80 8 5511-4 9-8 5-11-4 J 11-5-8 J 5-11-4 J 23-4-0 Over 2 Supports R=2011 U=459 W=5.5" R=2011 U=459 W=5.5" Design Cri t: I BC2015/TPI -2014(STD) CEO PRO E n PLT TYP. Wave FT/RT=26/6(0%)/4(0) 16.01. ,k,*0 t s'� OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI , TC LL 25.0 PSF REF R7175- 47604 825 N 4th Ave,Cornelius OR 97113 ••1 NPORTANT•• FUNNI SH TNI s DRAWI N6 T6 ALL CONTRACTORS I Neural NG THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol lowDL 1 0.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Bul l di ng Component Safety Information, by TPI and NTCA) for safety practices prior �' to performing these fundi ons. Installers shall Provide temporary bracing Per BC51. Unless noted otherwise, 0111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiIing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS n BC DL 7.0 PSF DRW CAUSR71 75 17156020 ,4 �O`� T secti Ons B3, BT or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 06�05�20 1 7 II J I me Tolnt details, unless noted ernerwlse. Refer to drawings 1,66A-z for standard plate pnsitiens. BC LL 0.0 PSF CA-ENG BFR/RTT I AI pi ng, adl vl sl on of I So Boldi ng Components Group Inc. shal 1 not be rorfori bla for any i ppi ail on from thl s OREGON drawing, any failure to Solid the truss in conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITN/COMPANY i nstai I atl on z bracing of trusses. 4 TOT. LD. 42.0 PSF SEAN- 114149 Aseal respp00sl On I I ty so l ypfor thhee 11.019 11100,1.ng The sm tabl ng,i ty+Cat. woo oacceptance tills drawl ng for'anyy struturneer! ee I s"the SLY 14,20 8351 Rovana Circle rosponslEl I Ity of the IWndlrig Dustgner per ANSI/TPI 1 Sec.2. s•eH Tar!a DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this;ob•s general notes page and these web sites: SPACING 24.0" J REF- 1 W1 C7175 Z03 ALPINE: www.al pi nel tw.con; Tel: www.tpi nst.erg;. NTCA: www,sbci ndustry.con. ICC: www.i ccsafe.org Renewal 6/30/2013 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 20.32 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member 1 desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC c 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 2.00. 5X7(R) III 6X6-- 1. 5X4 T2 T + 6 61%414v ‘101,11v 1. 5X4% 3X5 3X5% W3 \\\\\\ —1 6 4-9-10 0-10-0 m in on 0-10-0 18-0-0 3X10(E5) III 3X5= 3X5= 3X7- 3X10(E5) III L2-0-0J L2-0-0J 3-11-10 7-9-8 3-11-10 4, 7_55 _88 3-11-10 0 7 9 8 3-11 -10 7-11-4 I 7-5-8 ,I, 7-11-4 J 23-4-0 Over 2 Supports R=1161 U=230 W=5.5" R=1161 U=230 W=5.5" RL=90/-90 Design Cri t: I BC2015/TPI -2014(STD) CEO PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PA`S. .,Tlti'i:/7\ S'. OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI'•READ AND FOLLOW ALL NOTES ON THIS DRAM NGI TC LL 25.0 PSF • WPOItTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLWING 711E INSTALLERS. REF R7175- 47605 825 N 4th Ave,Cornelius OR 97(13 'I Trusses regul re extreme care In fabrl caning, handling, shi pp!ng, Installing and bract ng. Refer to and follow the latest edition of BCS! (Building Component Safety Information, by TPI and'MCA) for safety practices prior �- : DL 1 0.0 PSF DATE 06/05/17 to performing these functions. Installers shat I provide temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathl ng and bottom chord shall have a properly attached ri gl d cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shal I have brati ng i nstal I ed per BCS a BC DL 7.0 PSF DRW CAUSR7175 17156021 ,4 �� sections 83, 07 or 810, as applicable. Apply plates to each face of truss and position as shown above and un 06�05�20 17 (I O , the JUInt Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate cosi ti ons BC LL 0.0 PSF CA-ENG BFR/RTT I Al pine, a di vi sl on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any deviation from till s OREGON drawl ng, any Tai I ure to but I d Me truss i n conformance,EI th ANSI/TPI ,, or for handl I ng, shi ppl ng, TOT. LD. 42.0 PSF SEON- 114152 AN ITW COMPANY nstal att on s bracing of trusses. 13 respond blIA Seal on Illy drawl sob lyWOr cover for the des!!gn shoown.ng TThessuultent11ty"anddeusee or iliis drawinf g forr•ny stru000re Is"the G �lY 14,20� 8351 ROvanaCircle responslbillty of the Banding Deal gnaw per ANSI/rPI 1 Sec. SHa N u el!Tar OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this j oh•s general notes page and these web si tea: SPACING 24.0" JREF- 1W1C7175203 ALPI NE: www.al pi tel tw.con: Tel: www.tpl nst.org: WTCA: www.sbci ndustry.cam I CC. www.I ccsafe.org Renewal 8/50/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - El) Top chord 2x4 HF #2 120 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. In Iieu of structural panel s use purlins to brace all flat TC w 24" 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 factor load applied per IBC-15 section 1607. for dead load is 2.00. 4X5= 4X5= a T c 1.5X4 6 6 1.5X4 3X5 5-9-10 3X7(E3) III 3X5 3X7(E3) III 1 0-10-0 W 0-10-0 `, 18-0-0 _L 3X5((E3) = 3X5= 3X55= 3X7= 3X5(E3) 1c2-o-Oj L2-0-0J k 4-11-10 9-9_8 4-11-10 3-5-80 _L 4-11-10 9-A_8 4-11-10 L 9-11-4 ,I, 3-5-8 9-11-4 J f< 23-4-0 Over 2 Supports R=1209 U=235 W=5.5" R=1209 U=235 W=5.5" RL=106/-106 EO PROF Desi gn Cri t: I BC2015/TPI -2014(STD) �fi� FS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .O.'S I.G&NF . sip OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI..READ AND FOLLOW,ILL NOTES ON THIS DRAM NG! Co �!i �' REF R7175- 47606 825 N 4th Ave,Cornelius OR 97113 w'!NPORTANr`• FURNISH THIS DRAW!NG TO ALL CONTRACTORS I NCLLDI NG THE INSTALLERS. W 83294PE 7 TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shi ppl ng, Installing and bracing. Refer to and follow lk / DL 10.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Building Component Safety I n£ormati on, by TPI and wTCA) for safety practices prior II n to performing these£unctions. Installers shall prowl de temporary bracing per BCSl. Unless noted otherwise. _ top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng i nstal I ed per BCS! :C DL 7.0 PSF DRW CAUSR7175 17156022 ,4 LO�� I sections 03, By or BID, as applicable. Apply plates to each face of truss and post tionaass. shown above and on 06/05/2017 I the Jol nt Detais, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate position I Alpine, a division of ITV Building Components Group Ina. shall not be responsible For deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fal lure to build the truss in conformance 01 th ANSI/TPI 1, or for handl I ng, Sal ppl ng, �L AN ITW COMPANY I nstal l ati on a bract ng of trusses. �V wiy 141 soap r TOT. LD. 42.0 PSF SEON- 114155 A Real nn thl s areal eg or eowr Pepe Ii stl nR thl s drawl og I nal eaten RCeeptanes of prof asl noel ental Mari nR `0 responsibll Ity solely for tea design shoml. The SUItSecy aM use of this drawl nR for any structure Is the �8@11 Tar�. DUR. FAC. 1. 15 FROM BB 8351 Rovaoa Circle responel bl I I ty of the all I di ng Desi Rear per ANSI/TPI 1 sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web Sl les: co,ALP!NF: www.al pi nal t0/.ceTPI:www.tpi net.erg: XITCAA: mew.sbci ndustry cam: IDD: www.i cesafe.org Renewal 8/30/2018 SPACING 24.0" J REF- 1 W1 C7175Z03 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - E2) Top chord 2x4 HF #2 120 mph wind, 21.25 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 4X5= PN 6 1-- —I 6 1. 5X4��� 1.5X4 ii/ W3 \ / 6-8-0 3X5 3X5 i 0-10-0 as III BB 0-10-0 18-0-0 13X5 T 3X10(E5) III 3X5= — 3X5= 3X10(E5) III L2-0-0>j L2—O—OJ 5-10-0 � 5-10-0 I. 5-10-0 5-10-0 7-9-5 .r 7-9-5 � 7-9-5 11-8-0 I 11-8-0 23-4-0 Over 2 Supports R=1161 U=239 W=5.5" R=1161 U=239 W=5.5" RL=119/-119 Ep PROp . Design Crit: IBC2015/TPI -2014(STD) � PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •A1 4_0P/et.. tr r '0 OR/-/1/-/-/R/- Scale =. 25"/Ft. miss Co4thAvet ofOregon (501)1321 IS "WARNINGlSH THIS RA NG ON ALL NOTES ON STHIS DRAM GGI �d �!i 83294PE �TC LL 25.0 PSF REF R7175 47607 825 N ••IIPORfANT•• FDMII SX THIS BRAWN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabrlcating, handling, shipping, Installing and bracing. Refer to and fol I ow DL 1 0.0 PSF DATE 06/05/17 the latest edi ti on of SCSI (Building Component Safety Information, by Tel and OTCA) for safety practices prior /t/, A to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel Il hg. Locations shown for permanent lateral rostralnt of webs shall have bracing installed per Bcsl a :C DL 7.0 PSF DRW CAUSR7175 17156023 '�O`� sections 83, B7 or B1 D, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 JI the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I Al pi ne, a division of I TW Bui I dl ng Components Group Inc. shat I net be responsi bl a for any deviation from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to INA I the truss In conformance with ANSI/TPI 1, or For handling, 551 ppl ng, AN ITW COMPANY i metal I ati on R bracing of trusses. 11/8-1'14120tfb a TOT. LD. 42.0 PSF SEAN- 114157 A seal on This drawl np or cover paps I I stl NIR this drawnp I ndl cotes acceptance of professional engl Merl op tv renpenslbil Ity solely far the deal gn shoe,. The Sul tabll lty and use of thin drawing for any structure In the �8e11 Tar DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rosponsl bl I I ty of the Building Desi gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see MIs job's general notes page and these web sl tee, ALPINE: www,.al pi mei tw.coal: TPI:www.tui net.org: WTCA: www.sbci ndustry.coal I CC: www.i ocsafe.org Renewal 6/3012018 SPACING 24.0" J RE F- 1 W1 C7175Z03 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - E3) Top chord 2x4 HF #2 120 mph wind, 21.25 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. 4X5= piou '14111 6 1.5X4$ 0 ipp 1.5X4 6-8-0 3X5 3X5 vo 0-10-0Ims = 0-10-0 • 18-0-0 3X10(E5) III 3X5 3X5= 3X5= 3X10(E5) III 12-0-0- 1 5-10-0 _5-10-0 5-10-0 L 5-10-0 I` 7-9-5 i 7-9-5 �i` 7-9-5 '1 I, 11-8-0 ,J, 11-8-0 J 23-4-0 Over 2 Supports >1 R=1001 U=208 R=1168 U=240 W=5.5" RL=107/-100 EO PROpF C Desi gn Cri t: I BC2015/TPI -2014(STD) �, Oft PLT TYP. Wave )) FT/RT=28/6(08/8)/4(0) 16.01. roes !A.OINE' . -0 OR/-/1/-/-/R/- T... Scale =. 3125"/Ft. Truss 825 Components rn onee,ComeliusoOR9031137'118 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAIN NCI VREF R7175- 47608 _ +4 MUM'''. FURNISH THIS DRAWING T6 ALL CONTRAcfows I NCLUDI NG THE I NSTALLERS. 83294PE TC LL 2 5.0 PSF Trusses require extreme care In fabricating, handling, shi ppl no, Installing and bracing. Refer to and follow //; DL 1 0.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to Performing these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. fop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17156024 rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have brat;ng installed per BCSI c e ] �Pd i sections B3, e]or 810, as appllcabl e. Apply plates tf truss and position as shown above antl un 06�05�20 1 the Jnint 6etails, unless noted otherwise. Refer tp ,`,-'.:?,%'9:;2,,`_'z ter standard plate pos;t;ons. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Al pi ne, a di vi si on of I TW Bul I dl ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thl s drawing, any failure to bui Id the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, 13 AN ITW COMR4NY ;offal I ati on R brad ng of cover trusses. VeLY 14,20e Re, TOT. LD. 42.0 PSF SEAN- 114160 A seal on this drawl ng or cover pegs I I stl ng MIs drawl ng, I MI utas acceptance of prooessi oral eegl Marl ng el y for the 8351 Rovana Circle responsl bill ty ofl the Wall dl ng Deslll goer per ANSI/TPI tab'1Sec,2. and use of ihis drawl ng for any structure Is the ese II Tao DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more;nformati on see this Job.s general notes page and these web si tes: ALPI NE: www.al pi nei tw.tom: TPI: www.tpi nst.erg'. WTCA: waw.sbci ndustry.coin: ICC'. www.i ccsafe.org Renewal 8/30/2018 SPACI NG 24.0" J REF- 1 W1 C7175 Z03 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - BGA) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED 1 z 2 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud :W5, W8, W10 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 72 pIf at 0.00 to 72 psf at 8.23 i n each row to avoi d spl i tti ng. TC- From 72 plf at 8.23 to 72 plf at 15.73 4" o.c. spacing of nails perpendicular and parallel to TC- From 72 plf at 15.73 to 72 plf at 17.75 grain required in area over bearings greater than 4" BC- From 7 pl f at 0.00 to 7 pl f at 17.75 BC- 1000.96 Ib Conc. Load at 1.46, 3.46, 5.46, 7.46 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located • 9.46,11.46,11.96 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC •• BC- 860.84 I b Conc. Load at 6.00 DL=O.6 psf. BC- 1417.24 I b Conc. Load at 6.40 • BC- 1064.98 Ib Conc. Load at 13.96 Wind loads and reactions based on MWFRS. BC- 1005.64 I b Conc. Load at 15.96 Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 1 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 6X6(R) III 1.5X4 III 6X8 -1 6 4X8 p444114414 , 3X5* I. 6X6(R) • 6 r- W5 • 3X5* # W8 4-11-6 3-11-4 • i_ ' W10 0-10-0 Q • 8X10(E1) = 3X3 III 6X8= 4X8(R) III 8X10= 4X12(R) III HO312 III 3-5-8 + 2-5-12 2-1-3128 13123310-1023 10-0121-110-8 L 8-2-12 7-6-0 L 2-0-4...j 17-9-0 Over 2 Supports R=6628 U=1387 W=5.5" R=6136 U=1271 • Desi gn Cri t: I BC2015/TPI-2014(STD) e'Eo PROFxs PLT TTYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01. ;15.`fi F S OR/-/1/-/-/R/- Scale =. 3125"/Ft. Tniss Components of Oregon (503)357-2118 •'WARNI NGIREAD AND FOLLOW ALL NOTES ON THIS DRAIN NGI 825 N 4th Ave,Cornelius OR 97113 'INPORTANT'• FURNISH THIS DRAWING TO ALL CONIRACTORSINCWDINGTHE INSTALLERS. TC LL 25.0 PSF REF 87175 47609 Trusses require extreme care In fabricating, handl Ing, shipping, installing and bracing. Refer to and follow �� ' J DL 10.0 PSF DATE 06/05/17 the latest edition of SCSI (Building Component Safety I nformatl on, by TPI and WTCA) for safety practices prior to performing these functions. Iachel l ers stall Provide temporary tracing per SCSI. Unless noted attached top chord i ng I have i onses y n for structural al ral res tngr and bottom Web chord shat I have n pi nstal y attached ' BC DL 7.0 PSF DRW CAUSR7175 17156025 rigid ceiling. Locations shown for per pent lateral rostral ntfa of webs shall have bracing instal I edabove per BC' esti ons B3, BT or 810, as applicable. Apply plates to each face of truss and puri ti on as shown above and on 06/05/2017 I the...1,:el nt Details, unless noted otherwl se. Refer to drawl cgs 160A-Z for standard plate post ti ons. All M N 1 Alpine, a division of baild the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITWCOMPA,NY installatlon a bracing of treses. ng, pC TOT. LD. 42.0 PSF SEON- 114171 A ;nslelIIty drawl ng the cover show.stl ng The su�blIItyDand use of this drawl ng for any one! IS nghe ��I� Q�'�Ya^w1(0 OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond!bill ty of the WUIl ding Designer per ANSI/TPI 1 Sec. 1 Sacramento,CA 95828 For more nformatl on see tri s;bb's general notes page and these web sines: SPACING 24.0', JREF- 1W1C7175Z03 ALPI NE: www.al pi nei'tw.can; TPI: www.tui nst.ore; WTCA: www.sbci ndustry.con; I CC. www.1 ccsafe.ore Rnnisaed R/AN9f141 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - BC) Top chord 2x4 HF #2 Special I oads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 plf at 0.00 to 72 plf at 5.94 :Lt Slider 2x4 HF #2: BLOCK LENGTH = 1.979' TC- From 36 plf at 5.94 to 36 plf at 11.29 BC- From 14 plf at 0.00 to 14 plf at 5.95 120 mph wind, 20.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 5.95 to 7 plf at 11.29 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=3.0 psf, wind BC BC- 521.18 I b Conc. Load at 5.95 DL=O.6 psf. BC- 230.50 I b Conc. Load at 8.00,10.00 Wind Ioads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. I n Iieu of structural panel s use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= 1. 5X4 III 3X5-1-- 3-8-5 3-9-10 0-10-0 If 1 ©. 18-0-0 / \ / •l 4X8(E5) III 3X7 III 4X8(R) III 5-9184 55-4-4 -6-0 I, 5-11-4 ,I_ 5-4-4 J I< 11-3-8 Over 2 Supports R=766 U=167 R=960 U=228 Design Cri t: I BC2015/TPI -2014(STD) CEO PROF, PLT TYP. Wave FT/RT=2°/e(0%)/4(0) 16.01. t$_.� .F `rS.9 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-21I8 "WARN!NGI w•READ MD FOLLOW ALL NOTES ON THIS DRAWING! C� ,..10 F y TC LL 25.0 PSF REF R7175- 47610 825 N 4th Ave,Cornelius OR 97113 ••1 NPORTANT" FURNISH THIS DRAWING TO ALL.CONTRACTORS I NCLUDI NG THE INSTALLERS. /i.W 83294PE 9 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fol I ow the latest edition ofBCSI (Building Component Safety Information, by TPI and WfCA) for safety practices prior I� �- MA DL 1 0.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per BCSl. Dnl ass noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid ceiling. Locati ons shown for permanent I ateral restrai rat of webs shat I have bract ng I metal I ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17156026 ' ,4 L=�� w ecti ons B3 BT or BID as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otheise. Refer to drawings 160A-Z for standard plate positions. 06/05/2017 BC LL 0.0 PSF CA-ENG BFR/PTT I AlAI pi ne, a dl vl si on of 1 TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thl s OREGON drawing, any fol l ore to but Id the truss in conformance wl th ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY ineral I Ott on a breeing of trusses. TOT. LD. 42.0 PSF SEQN- 114139 • A seal on thl s drawl ng or cover peps I I stl ng this drawl ng, I roll ceras acceptance of profess)anal elgl meati Ip 4 �.14,2041' respond n bity sal el y for the deet gn shot.,. The sol tab'I 1 ty and use of this drawl ng for any structure I s the G /(,*sell $e p Tan t� DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the Roll ding Designer per ANSI/Tel 1 Sec.2. Sacramento,CA 95828 For more I nfnrnrati on see this j ob•s general notes page and these web sites: SPACI NG 24.0, JREF- 1 W1 C7175Z03 ALPINE_ www.a1 pi mei tw.corn: TPI: wwwtpl net.ore; WTCA: www.sbcl ndustry.corn; 1 CC www.I ccsafe.org RutMwil RlAN'J<NA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 120 mph wind, 20.82 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MFRS with additional C&C member In Iieu of structural panel s use purlins to brace all flat TC w 24" OC. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 4X5= 4X5= 6 6I r � 1.5X4 III 1.5X4 to 4-9-10 3X5% 3-11-4 —� IOW 0-10-0 /_ .m.i'M ■ 1 II• �J ^ 18-0-0 3X7(E5) III 3X7= 4X5(R) III I. 3-11-10 J_ 3-11-10 ..,j_ 1-7-8 L 1-8-12 Fc 7-9-8 3-6-0 L 7-11-4 ,I, 1-7-8 ,I, 1-8-12 .J 1< 11-3-8 Over 2 Supports R=484 U=86 R=491 U=111 RL=66/-22 Design Cri t: I BC2015/TPI -2014(STD) CEO PROP PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. f t ssj OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAIIIINGI NG +,F� Oy TC LL 25.0 PSF REF R7175- 47611 *•I IPORtANT•* FURNI SH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 8 294PE 41 825 N 4t Ave,Cornelius OR 97113 W Trusses require extreme care In fabrl cat l ng, handling, shipping, instal l I ngand and bracing. Refer to and follow /{w the latest edition of BCSI (Building Component Safety I nformati on, by TPI and WTCA) for safety practices prior IC / MS DL 1 0.0 PSF DATE 06/05/17 to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 0,,,,,...' r. — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Luton ons shown for permanent I sterol restraint of webs shat I have bract ng instal 1 ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17156027 ,4 L��� sections 83, 67 or B10 as applicable Apply plates to each face of truss and position as shown above and on ' the Joint Details, unless noted otherwise. Refer to drawings 160Ad for standard piste positions. 06/05/20 17 BC LL 0.0 PSF CA-ENG BFR/PTT I AI pi ng, a di vi los, on of 1 TW eui I di rg Components Group Inc. shal I not be responsi bl a For any tlevi ng,on from thl s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl I ng, shl ppi ng, AN ITW COMPANY i nstai I ati on R bracing of trusses. �!t TOT. LD. 42.0 PSF SEON- 114142 A.61 on espohsl DI 1 hty drawl a ng Rfor cthe de.over page 1gn Iet!shown. till essdr twill tynand toss of thi s"dr of ofessl or any structure engineer'01.0 ~(I �tY 14,204 �I 8351 RovonaCircle responslblllty of the Bail ding Designer per ANSI/TPI 1 Sec.2, S8e"Tar OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this i ob•s general notes page and these web sl tes: SPACING 24.0" J REF- 1 W1 C7175Z03 ALPINE: www.al pi net tw.cpm: TPI: www.tpi nst.org; WTCA: www.sbci ndustry.cum; ICC: www.I ccsafe.org Ronk wrol 1U9N91fl1t1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - 81) Top chord 2x4 HF #2 120 mph wind, 21.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= 63X3 3X3 61 1.5X4� 41 / • 5-2-8 3X50 3-11-4 0-10-0 ._. Eli __L_ EL.wimmili. 3X7(E5) III 3X7= 3X5 III I 4-4-8 8-9-0 4-4-8 l2-68 _ 'I I, 8-9-0Jl', 2-6-8 J 11-3-8 Over 2 Supports >1 R=488 U=88 R=488 U=111 RL=67/-28 Design Cri t: I BC2015/TPI -2014(STD) 4 PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ti c.,v�f>cv'R1�sie OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (5U3 357-2118 **WARNING!*•READ AND FOLIAR ALL NOTES ON THIS DRARIRGI tiv_... ;:wi TC LL 25.0 PSF825N4thAve,CorneliusOR971�13 ••IRPORTANT•• FURNISHTHISWUs7NGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS. REF R7175- 47612 Trusses regulre a trene care In fabricating, handling, shipping, InstalIIng and bracing. Refer to and follow DATE 06/05/17 the latest edition o£BCSI (euliding Component Safety Information, by TPI and WTCA) for safety practices prior /. DL 10.0 PSF a to Performing these fundi ons. tl nstal I ars shall provide temporary bracing per BCSI. Unless noted otherwi se, Ogglhbh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I 1 ng. Locati ons shown for permanent I ateral astral nt of webs shat I have bract ng instal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17156028 .L= Ll �� TI sections B3, en or 810, as applicable. Apply plates to each face of truss and position as shown above and on06/05/20 17 �1/.1 I the nt Dotal I s, unless noted etherwl se. Refer to drawl ngs 166A-Z for standard pl ate pnsi ti onsBC LL 0.0 PSF CA-ENG BFR/RTT AI pi ne, a di vi si on of I TW Bui I di ng Components Group 1 nc. shat I not be rorponsl bl a for any devi ati on from till 5 OREGON drawing, any fall ore to bol I the truss In conformance wl til ANSI/TPI 1, or for handl l ng, sill piping, AN ITW COMPANY i nstal I atl on a bracing of tresses. 13 `Ltr ta,40to 0 TOT. LD. 42.0 PSF SEON- 114144 . A seal on this drawing or cover page I I sting this droning, Indi elites acceptance of professional engl neer!ng responsl bllity solely for the design shown. The sultabl llty and use of this drawing for any structure Is the 8351 Rovana Circle respanslblllty of the Bending gaol gner per ANSI.TPI 1 Sec,2. s.90I Tan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this job•s general notes page and these web sites: SPACING 24.0" J REF- 10/1 C7175Z03 ALPI NE: www.al pi tel tw.con: TPI: www.tpl nst.org; WTCA: ewe.sbci ndustry.com; ICC: www.I ccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - GG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 p f at -2.00 to 72 p f at 5.94 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 72 p fat 5.94 to 72 p fat 6.73 :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 72 p fat 6.73 to 72 p fat 14.67 BC- From 4 p f at -2.00 to 4 p f at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 p fat 0.00 to 14 p fat 5.95 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- From 7 p fat 5.95 to 7 p fat 6.72 DL=0.6 psf. BC- From 14 p fat 6.72 to 14 p fat 12.67 BC- From 4 p fat 12.67 to 4 p fat 14.67 Wind loads and reactions based on MWFRS. BC- 521.18 Ib Conc. Load at 5.95, 6.72 I n Iieu of structural panel s use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 4X5 4X5= 1 6 r- I i -1 6 3X5 3X5 3-9-10 0-10-0 C 0-10-0 • :e 9-0-0 3X5= 6X6(E1) = 6X6(E1) 3X3 III 1<-2-0-0--->l 1-<-2-0-0--›-I 5-11-4 9" 5-11-4 I` 5-9-8 -1 5-9-8 5-11-4 -P9,1, 5-11-4 J 1< 12-8-0 Over 2 Supports R=1219 U=220 W=5.5" R=1219 U=220 W=5.5" Design Cri t: I BC2015/TPI -2014(STD) �Eo PROFFs PLT TYP. Wave FT/RT=2%(0°/B)/4(0) 16.01. '�., rj F '% OR/ /1/-/-/R/ Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 •'WARN'NGI•' READ AND FOLLONALL NOTES ONTHISDRAIN NGI I+ , RI. til TC LL 25.0 PSF REF R7175- 47613 825 N 4th Ave,Cornelius OR 97113 `•I NpoRTANr.. FURNI SN TNI S DRAM NG TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. 83294PE Trusses requl re extreme care In fabricating, handl I ng, shi ppi ng, I nstal II ng and bracing. Refer to and foil ow the latest edition of BCS! (Building Component Safety Information, by TPI and'MCA) for safety practl ces prior / - DL 1 0.0 PSF DATE 06/05/17 A to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise. top chord shat I have properly attached structural sheath'ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 1 7156029 rigid ceiling. Locations shown for permanent lateral estrai nt of webs shall have bracing installed per BCS' A rl I EI N i sect;ons B3, B)or 010, as app'icab'c. Apply plates to each face of truss and position as shown above and on 06�05�201 7 II : he Jelne Details, nniess noted otherwise. Refer to drawing I not for standard Plate positions BC LL 0.0 PSF CA-ENG BFR/RTT ' Alpine. a division of ITW Builtling Components Group Inc. sM1all not be responsible for any deviation from tM1is OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl i ng, shipping, AN ITW COMPANY instal Iation A bracing of trusses. �, da C TOT. LD. 42.0 PSF SEAN- 114227 . A seal on this drawl ng or cover page I inti ng this drawl ng, I ndi U tes acceptance or Profess'anal engl marl ng a LY 14,20 t0 respond n.bi l I ty sol el y for the desi gn show, The sui tab'I I ty and use of thl s draw!ng for any structure I s the $6�I•�A •` OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond ng bI I 1 ty of the But I dl Designer per I NSI/TPI 1 Sec.1. ! P Sacramento,CA 95828 For more Information s e this job's general notes page and these web sl tee: SPACI NG 24.0" JREF- 1W1 C7175Z03 ALP!NE: www.al pi nei tw.com; TPI: www.tpi net.oro; wTCA: www.sbci ndustry.coin: ICC: www.;((safe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In 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 i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. 4X5(R) Ill 6 I— di l 6 3X5 3X5-%-• 4-0-0 0-10-0 _ 0-10-0 `i 9-0-0 . 1. 5X4111 3X7(E5) Ill 3X7(E5) III t<-2-0-0—>1 L<-2-0-0-->-1 •• • 6-4-0 Ic 6-4-0 I, 6-4-0 ,I, 6-4-0 J 12-8-0 Over 2 Supports >1 R=701 U=98 W=5.5" R=701 U=98 W=5.5" RL=76/-76 Desi gn Cri t: I BC2015/TPI -2014(STD) �RE�PR�FFs+ PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. P( Gley F % OR/-/1/-/-/R/ Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �(j ��Q 9 TC LL 25.0 PSF REF R7175- 47614 825 N 4th Ave,Cornelius OR 97113 "1IPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. illi 83294PE Trusses require extreme care in fabri cat!ng, handling, shi ppl ng, installing and bracing. Refer to and followIt _ the latest edition of BCSI (OuiIdino Component Safety Information, by Tel ted WfCA) for safety practices prior / DL 10.0 PSF DATE 06/05/17 to performing these functions. I nstal I ere 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 BC DL 7.0 PSF rigid cel 1 i ng. locations shown for permanent lateral estrai nt of webs shat I have bracing instal I ed per OCSI DRW CAUSR7175 17156030 ,4 0�� Tj sections 83. 87 or BtO, as aapplicable. Apply plates to each face of trussandposition as shown above and on 06/05/201 7 II L 1 the Joint OctaI:,, unless n ed otherwise. Refer to drawings 1aBA_z for ss andard plate pnsitinn= BC LL 0.0 PSF CA-ENG BFR/RTT I ' Alpine, a tlivion of ITW euildirg Components Group Inc. shall not be responsible for any devlailon from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a� AN ITW COMPANY install ail on R bracing of trusses. braod. e TOT. LD. 42.0 PSF SEAN- 114229 . A Seel on MI s drawl ng or cover pegs I 1st!nal MI s drawlnp I ndi utas acceptance of prof ssi onal enpi nesrl nal 4; a0Lt'14,Y 0 respond Th bl l I ty sol el y for the design shown. e sul tabl i l ty and use of this drawl no for any structure I s the .3i Tan•� OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respansl bl I I ty of the Rud item Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more infnrmatl on see this job's general notes page and these web sites: SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: www,al pi nei iw.cow TPI: www.tpi net.org; WTCA: www.sbci ndustry.corn; ICC: www.I ccsafe.org Renewal 6/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - HG) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 p f at 0.00 to 72 p f at 5.94 :Lt SI i der 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 36 p f at 5.94 to 36 p f at 7.06 :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 72 p f at 7.06 to 72 p f at 15.00 BC- From 14 p f at 0.00 to 14 p f at 5.95 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 p f at 5.95 to 7 p f at 7.05 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- From 14 p f at 7.05 to 14 p f at 13.00 DL=0.6 psf. BC- From 4 p f at 13.00 to 4 p f at 15.00 BC- 521.18 I b Conc. Load at 5.95, 7.05 Wind loads and reactions based on MWFRS. In lieu of structural panel s use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 4X5= 4X5= 6 1- 16 3X5*- 3X5‘":, 3-9-10 0-10-0 ' 0-0 3X5 III 3X5-- 6X6(E1) X5=6X6(E1) = 6X6(E1) L<-2-0-0->1 5-11-4 1-1-8...4._..4_ 5-11-4 f 5-9-8 1-5-0 5-9-8 L 5-11-4 _J_1-1-81, 5-11-4 - J 1< 13-0-0 Over 2 Supports R=1046 U=187 W=5.5" R=1224 U=220 W=5.5" CEO PROp . Design Cri t: I BC2015/TPI -2014(STD) <4 SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. • G-0 .GANF�. "O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357- 118 "WARNI NGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! £IJ 825N4th Ave,Cornelius OR97113 " »IRPORTANTFlNIISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. /l(/ 83294PE , TC LL 25.0 PSF REF R7175- 47615 Trusses requl re extreme eme care are in fabrl cat!ng, handling, shipping, installing and bracing. Refer to and Follow Ii the Iatest edition ofBCSI (Building Component Safety Information, by TPI and ATCA) for safety practices pri or i L 1 0.0 PSF DATE 06/05/17 to performing these functions. 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 :C DL 7.0 PSF DRW CAUSR7175 17156031 rigid ceiling. Locati nos shown for permanent lateral estraint of webs shal I have bracing installed per BCS! 06/05/2017 ■1' L=3[1N i the ons B3, al or BTO, as applicable. Apply peri es to each face of truss and positite as shown above and on J I he joint Ddivils, unless noted otherwise. Refer to drawings I no-Z for standard plate nysitl ons. eviati OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I rlwing, a di feslur of IbR Id het truss Components Group Inc. ShAN not be response han for any ipping,on from this tlrawi ng, any Failure to build the truss in conformance with ANSI/TPI 1, or for M1andling, she ppi ng, AN ITW COMPANY installatl on R bracing of trusses. np "tity14t 2o� ® TOT. LD. 42.0 PSF SEQN- 114215 rresponsi bl I IAty drew' el y°f r cover page sll oownl ng. The sdrawl e f bi l i ty and metes of acceptance shdrawl ngfor'sany structure I s the 4*ee ll Tar ` DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responslbll1ty or the Bull ding Designer per ANSI/Tel 1 Sec.2. Sacramento,CA 95828 For mare information see this jobs general notes page and mese web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: www.al pi nei tw.corm TPI: www.tpi not.org: WTCA: www.sbci ndustry.nom; ICC: wwwi ccsafe.org • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - H) 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5(R1) i 6 All , 6 3X5 3X5--- 4-1-0 I - - 0-10-0 — I 0-0 +9-0- 1.5X4 III 3X7(E5) III 3X7(E5) Ill l<-2-0-0-->i 6-6-0 6-6-0 >1 6-6-0 I 6-6-0 Fc 13-0-0 Over 2 Supports >1 R=550 U=79 W=5.5" R=727 U=102 W=5.5" RL=-58 fig, PROP Design Cri t: 1 BC2015/TPI -2014(STD) ,��G Ss, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. •c + .GAN FL 'p OR/- /1/-/-/R/- Scale =. 511/Ft. Truss Components of Oregon (503)357- 1I8 "WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING, Ali Z 825 N 4th Ave,Cornelius OR 97113 "I gPORTANT•• FURNISH THI S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 7 TC LL 25.0 PSF REF R7175- 47616 Trusses require extreme care In fabricating, handl ing, shipping, installing and bracing. Refer to and fol Iow IC /" L 10.0 PSF DATE 06/05/1 7 the latest edition of DCS! (Hui l di ng Component Safety Information, by TPI and'MCA) for safety practices for r• to performing these functions. Installers shall prowl de temporary bracing per BCSl. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shat l have a properly attached C DL 7.0 PSF DRW CAUSR7175 17156032 rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per&CSI 06/05/2017 ,4 ��)� 1 sections B3, B7 or B10, as aoppl I cabl e. Apply plates to each face of truss tand position as shown above and on I the::'.7 Details, unless n tetl otherwise. Refer to drawings,6DA_Z fnr s andard plate pesitlens. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITw Huildirg 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-handl ino; PSI ppl ng, AN ITW COMPANY i nstal I at on N braci ng of trusses. G SLY 14.20 6 t0 TOT. LD. 42.0 PSF SEAN- 114217 A seal on MI s drawl ng or cover page I I sting tills drawl ng, I nal Cotes acceptance of profess!anal engl neer)ng 0 responsl bi l 1 ty sol el y for the design shown. The sul Uhl l I ty and use of this drawing Tor any structure I s the 8351 Rovana Circle responsl bill ty of the WDIl dl ng Designer per ANSI/TPI , ,z, e1�Tar DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s J ob•s general notes page and mese web si tes, Renewal 6/30/2018 SPACI NG 24.011 J REF- 1 W1 C7175Z03 ALPINE: www.al pI nal tw.corn' TPI: www.tpi nst.org; NTCA: www.sbci ndustry.corn; ICC: www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - H1) 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, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Left end verti cal not exposed to wi nd pressure. desi gn. I n 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 IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. 3X3= 6X6= F.I i6 4-4-13 3X5 4-6-10 4411141% 1 L 1 mmmi 0-10-0 +9-0-0 i DAC 3X5 III 3X5= 3X7(E5) Ill 1.---2-0-0--›-I 7-5-4 530 ` 7-3-8 5-1-4 I 7-5-4 J Fc 12-6-8 Over 2 Supports >1 R=529 U=91 R=707 U=88 W=5.5" RL=32/-77 Ep PROF Design Cri t: 1 BC2015/TPI -2014(STD) ,r\�l.9 FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .e% .GAN E.n iO OR/-/1/-/-/R/- Scale =. 5"/Ft. Tnlss Components of Oregon (503)357-7118 **WARM NGI••READ AND FOLLAA ALL NOTES ON THIS DRAWI NGI ((j -r ' 825N4th Ave,Cornelius OR971�13 ••IIipoRfANr•• FURNISH THISDRAM AGTOALL CONTRACTORS INCLUDINGTHE INSTALLERS. /I 83294E TC LL 25.0 PSF REF R7175- 47617 Trusses require extreme care In fabricating, handl l ng, shipping, Installing and bracing. Refer to and follow AG // the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior - II L 1 0.0 PSF DATE 06/05/17 >7 to perform)ng 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 rl gI d cel I i ng. Locati Ons shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17156033 sections B3, B)or 610, as applicable. Apply plates to each face of truss and post ti on as shown above and on ,4 , 06/05/2017 II o I I I the JOInt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine. a di vi sl on of ITW Building Components Group Inc. shall not be responsible for any devl ati on from this drawl ng, any fallore to bol Id the truss In conformance WI th ANSI/TPI 1, or for handl I ng, shl poi ng, AN RwCOMPANY installation A bracing of trusses. 4 4/er14,2o� 0 TOT. LD. 42.0 PSF SEAN- 114219 A seal on this drawl no or cover pops II sting this drawl ng, Inch totes acceptance.of professions! slgl Mon!ng • tesPensl bill ty solely for the des)gn shown. The sol tab!lity and use of this drawl,g for any structure Is the $$e►I Tan OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Boll ding Designer per ANSI/TPI 1 Sec.2. - Sacramento,Cn95828 For more Information see this Job's general antes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: wwwal pi mel tw.com; TPI: www.tpl nst.org; WTCA: www.sbci ntlustry.com; ICC: www.,ecsa Fe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - H2) 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind Ioads and reactions based on MWFRS with additional C&C member Left end vertical not exposed to wind pressure. design. 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 load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 3X3= 4X5= 5-4-13 5-6-10 ! IIiiI , 00 �� -A- 3X5 4_9-0-0 3X5111 3X7= 3X7(E5) III 1<-2-0-0—>1 3-3-0 4-8-10 9 3-8 4-8-10 I, 3-1-4 J- 9-5-4 J 12-6-8 Over 2 Supports >1 R=529 U=97 R=707 U=81 W=5.5" RL=36/-94 Ep PROF Design Cri t: I BC2015/TPI-2014(STD) �i� FS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .4 1 de1p� --4 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2EA 118 w'WARMNGI..RD AND FOLLOW ALL NOTES ON THIS DRAIN NCI C9 �Q 1'� TC LL 25.0 PSF REF 87175- 47618 825 N 4th Ave,Comelius OR 97113 "I WM/AK" FURNISH THIS DRAsl1 NG TO ALL COPJTRACTORS I NCLUDI NG THE INSTALLERS. ((( (G 83294PE x Trusses require extreme care In fabricating, handling, shi ppl ng, installing and bran ng. Refer to and fallow t e .- DL 10.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prl or to performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. top chord shalI have properly attached structural sheat hl ng and bottom chord shall have a properly attached ri gl d cel I I ng. Locali ons shown for permanent I atera) astral nt of webs shat I have braci ng i natal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17156034 sect!ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 I ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ,!� ����(� I Al pi ne, a dl vi si on of I TW Bui 1 di ng Components Group Inc. shat I not be responsi bl a for any deviation from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fab I mare to but I d the truss I n conformance wi th ANSI/TN 1, or for handling, shl pp!ng, . `�t, Q TOT. LD. 42.0 PSF SEQN- 114221 AN ITW COMR4NY I natal I ata on&braci ng of trusses. A seal on this drawl ng or cover page I I stn ng tills drawl ng, I ndi mates acceptance of profess)onel .1191 neer)n9 LY 14,20 responsi bi 11 ty sol el y for the design shown. The sul tab!I I ty and use of thi s drawl ng for any structure I s the $$e 1!Tail t OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Bell I dl ng Das)goer per ANSI/TPI 1 See.R. Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W1C7175ZO3 ALPINE: www.al pineatw.con, TPI: www.tpinet.org: WTCA: www.sbcindustry.con, ICC: www.Iccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - H3) 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Left end vertical not exposed to wind pressure. design. In lieu of structural panels use purlins to brace all flat TC c 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5(R) III 1. 5X4 III 1 171 —1 il5ii 1 6-4-13 6-6-10 3X5 II Il■ - 1 0-1T0 4_9-0-0 i 3X7(R) III 3X5= 3X7(E5) III LE--2-0-0- 1-4l_ 5-8-10 5-8-10 6-9-14 5-8-10 1-1-4 L- J, 11-5-4 J 1< 12-6-8 Over 2 Supports R=529 U=103 R=707 U=73 W=5.5" RL=39/-110 RPROF Design Cri t: 1 BC2015/TPI-2014(STD) A.0":- FS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .4 'U1i sem, OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503357-2118 "WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Qi '..411 � '1' TC LL 25.0 PSF REF R7175- 47619 825 N 4 Ave,Cornelius OR 97113 'w1 NpORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLuuI NG THE INSTALLERS. 83294PE 9 Trusses radii extreme erne re in fabricating, handling, shipping, iystallind and brfors Refer to and fol lor a DL 10.0 PSF DATE 06/05/1 7 the latest edition ofuncti ons. dl ng Component Safety Information, by TPI are'MCA) for safety practices pre, TT n to performing these functions. Installer^sha11 Provide temporary bracing per alI a es noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl a nee ng. Locate Fns shown for permanent aterai o each nt of webs shat have braci ng a notal I ea per Dc51 :C DL 7.0 PSF DRW CAUSR71 75 17156035 A I' rLJO ' sects ons B3,Detail or R,O, as aped l cabl e. Apply pe at es to each face of truss and positron as shown above and on 06/05/2017 he Joint Details, not IT noted otherw Components Pifer to drawings I not for standard plan podtions. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of I bu I d the ng truss I necon Group Inc. sha11 not be respond handl for any devi ate on from this OREGON drawl ng, any fab urn to bol I d the trass n conformance wl th ANSI/TPI 1, or for handling, she epi ng. A ,Z �, G TOT. LD. 42.0 PSF SEQN- 114223 AN ITW COMPANY i notal I ate on a brad ng of trusses. 4 cy 14,200 0 A seal on tills drawl ng or cover page I I stI ng this drawl I MUori MI cartes acceptance of professl el snip newt ng respond!bill ty.1 el y for the design ahaa r. The sig tabl I ty and use of the s drawl ng for any structure I s the NI?$ r+Tan ' DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the Rud I ding Desl goer per ANSI/TPI 1 Sec.2. e Sacramento,CA 95828 For more information see then i ob.s general notes page and these web alta=: SPACU NG 24.0" JREF- 1W1C7175Z03 ALPINE: www.al pi nee tw.corn; TPI wwwN .tee not.ori; WTCA: www.sbci ndustry.coin; ICC: www.1 ccsafe.ori Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - H4) 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Left end verti cal not exposed to wi nd pressure. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 1.5X4 III 1 II 3X5- 7-1-4 I li 6 3X5 41111111 o-io-o i !IN 111=M1111• 11111111111111111111111 li) 9-0-0 -T- 3X7(R) III 1. 5X4 Ill 3X7(E5) III L---2-0-0—>i 1"12 16- 6-1-8 . 6-3-4 I 6-3-4 6-3-4 F.' 12-6-8 Over 2 Supports >1 R=529 U=107 R=707 U=68 W=5.5" RL=27/-120 EO PROF Design Cri t: I BC2015/TPI-2014(STD) # E`S+ PLT TYP. Wave FT/RT=2%(0�°)/4(0) 16.01, ' ;�CiVF� `s'a OR/- /1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 ...WARMNGI w•READ AND FOLLOW ALL NOTES ON THIS DRAIN RGI ` TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••1NpoRrAN,. FTIRNISH THIS DRAWN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 53294PE 9 REF R7175- 47620 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow Q' + DL 10.0 PSF DATE 06/05/17 the latest ng tion of RCSI (Building Component Safety Information, by TPI and YYTCAI for safety prat tl Ces preor. a to Performing these functions. Installers shall Provide temporary bracing Per alI Unless noted otherwise. _ 41164 top chord shall Love properly attached structural sheathing and bottom chord shall have a properly attached ri c des I ng. orca10, a shown for e. Apply I l atesl oeeachi ft of fats sse l I have trod as i hotel I bo per dCo1 cc c�i '�C DL 7.0 PSF DRW CAUSR7175 17156036 A I�OK1 sections 83 al or unl as applicable. Apply plates to each face of truss and posltite as shown above and on OV OJ LO 17 1 TI the Joint Odivisi, unlesT noted otherwise. Refer to drawings I not for standard plate any de ons. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vision of I TINbu Ilui l di ng Components Group Inc. shat l not be respond bl a for any devi ati on from thi s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shlpping, AN ITW COMPANY instalIation A bracing of trusses. vt,LY 14,20 eye 0 TOT. LD. 42.0 PSF SEAN- 114225 A sssi on MIs drawl ng or cover page I I sting this drawl ng, I ndi Rates acceptance of profess)enol engi nserl ng -p responsi bl l I ty sol el y for the design sham. The suitability and use of this drawl ng for any structure I s the eS�e�✓1+�� OUR. FAC. 1. 15 FROM BB 8351 ROvane Circle renponsl bl Il ty of Ike l I dl ng gest goer per Nal/TPI 1 Sec.2. t Sacramento,CA 95828 For more Informatl on see this,ob•s general notes page and these web sl tea: SPACI NG 24.0" JREF- 1W1 C7175ZO3 ALPINE: www.al pl nei tw.corn, TPI: www.tpi net.org; WTCA: wow six.'ndustry.corn; I CC: www.I ccsafe.org Renewal 6/30/2048 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - CO 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 TC- From 72 plf at -2.00 to 72 plf at 5.94 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 36 plf at 5.94 to 36 plf at 8.23 BC- From 4 plf at -2.00 to 4 plf at 0.00 120 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- From 7 plf at 6.00 to 7 plf at 8.23 DL=O.6 psf. BC- 290.68 I b Conc. Load at 5.89 BC- 230.50 I b Conc. Load at 6.00, 8.00 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. I n Iieu of structural panel s use purlins to brace alI fl at TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead I oad i s 2.00. 4X5 1.5X4111 /. 6 3X5 16\k i Figi 3-8-5 3-9-10 0-10-0 1 ■ •J 18-0-0 3X5 III 4X8(R) III 3X10(E5) III I<-2-0-0-->-1 l� 5-11-4 ,.J 2-3-8 I' 5-9-8 I 2-5-4 '1 I, 5-11-4 J_ 2-3-8 J Fr: 8-2-12 Over 2 Supports R=657 U=141 W=5.5" R=861 U=192 Design Cri t: I BC2015/TPI -2014(STD) 1$* PROFS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. ►<<<�� Maf 1�S'�.] OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357 2118 **WARM NGI cow HEAD AND FOLLOW ALL NOTES ON THIS DRAIN TC LL 25.0 PSF REF R7175- 47621 825 N 4th Ave,Comelius OR 97113 "I RPORTAWE.. FURNISH THIS DRAM NG TO ALL CONTRACTORS I WARM NG THE INSTALLERS. Trusses regal re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow DATE 06/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior /- DL 1 0.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted other,.se, 41164 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid eel I I ng. Locati ons shown for permanent lateral restraint of webs shat I have bracing I nstal I ed per RCS' BC DL 7.0 PSF DRW CAUSR7175 17156037 ,4 O I sections 83, 87 or B10, as applicable Apply plates to each face of trussandposition as shown above and on 06�05�20 17 II I 'J l the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-z for standard plate py dtiens. BC LL 0.0 PSF CA-ENG BFR/NTT I l AI pine, a tli vi sl on of I TW%i I di rg Components Group Inc. shat I r)-7,t, ot be responsl bl a for any tlevi at,on from thl s OREGON drawing, any failure to build the truss in conformance with ANSI/TPt 1, or for handling, shipping, AN ITW COMPANY installation X bracing of tresses. vt, off► /fit' TOT. LD. 42.0 PSF SEAN- 114137 . A weal on t111 s drawl ng or cover page I'sting tnl s drawl ng, I nsl cotes acceptance of profess)o , engl nserl ng 4 LY 14,2 0 responslbll Ity solely for the dealgn short The sultabi Iacceptanceroty and use of this drawing for any structure Is the ee ell Tar ' t OUR. FAC. 1. 15 FROM BB 8351 Rosana Circle responsl bl l l ty of the Bull ding Designer per ANSI/1111 1 See.2. Sacramento,CA 95828 For morelm nforati on see this Job•s general notes page and these web sites: SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: wow,al pi eel tw.com'. TR!: wowtpl nst.erg; WTCA: www.sbci ndustry.com; I CC'. www.I ccsafe.org Renewal 6/3012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - CGA) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 36 plf at 0.00 to 36 plf at 6.33 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 36 plf at 6.33 to 36 plf at 8.23 BC- From 7 plf at 0.00 to 7 plf at 8.23 120 mph wind, 20.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 166.21 Ib Conc. Load at 2.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC BC- 765.98 I b Conc. Load at 4.00 DL=O.6 psf. BC- 483.95 I b Conc. Load at 6.00 BC- 487.58 I b Conc. Load at 8.00 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 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 Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead load is 2.00. 5X5 1. 5X4 III 3X54 IIIMI1 6 I 0 3X5-0- iiiiiiill 3-10-3 4-0-0 0-10-0 '� 1I ii • • ■J118-0-0 / / 3X7 III 4X5= 3X7(R) Ill 4X8(E5) III 1"` 3-11-4 >k2-4-12 ,z, 1-10-12 3-11-4 2-3-0 I 2-0-8 'I 6-4-0 ,I, 1-10-12 J 1< 8-2-12 Over 2 Supports R=842 U=162 W=5.5" R=1417 U=270 .p PROS Design Cri t: I BC2015/TPI -2014(STD) Alr. PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. <<r�� t, S'i, OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-'118 "WARNINGI.a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF R7175- 47622 825 N 4t Ave,Cornelius OR 97113 ^lN ,PORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses regre extreme care In fabricating, handling, shipping, Instellleg and bracing. Refer to and foliOW �.- DL 1 0.0 PSF DATE 06/05/17 the I atest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices pnl or to Performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwi se. fop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cei I i ng. Locati ons shown for permanent I ateral restrai of o£webs shat I have bract ng instal 1 ed per BCsl BC DL 7.0 PSF DRW CAUSR7175 17156038 �� I , sections B3, B7 or B10, as applICable. Apply plates to each face of truss and position as shown above and on 06/05/2017 Ail , the Joint Detaus, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pesiClons. BC LL 0.0 PSF CA-ENG BFR/RTT Al pi ne, a di vi si on of 1 TW Bui I di ng Components Group Inc. Shat I not be responsi bl a for any devl ati on from this OREGON drawing, any fel l ure to build the truss In conformance with ANSI/TN 1, or for handling, shl ppi ng, AN ITWCOMR4NY Installation R bracing of trusses. /3 vo cp t TOT. LD. 42.0 PSF SEAN- 114146 A seal on this drawl ng or cover pegs I Intl ng this drawl ng, I ed'eaten acceptance of process'anal sng'near!ng ( LY 14,26 �0 respasl bl 11 ty sol el y for the design shown. The sot tab'I I ty and use of this drawl ng for any structure I s the Ss a 11 Tao• DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Sul I di ng Desi goer per ANSI/TPI 1 Sec.z. _ Sacramento,CA 95828 For more I nfermati on see this.1ob•s general notes page and these web sl tes: SPACING 24.0" JREF- 1W1 C7175Z03 ALPI NE: wow.al pi mei tw.com TPI: www.tpi nst.erg: WTCA: www.sbci ndustry.con: ICC'. www.I ccsa£e.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - AGA) Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 0 plf at -2.83 to 71 plf at 0.00 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 2 plf at 0.00 to 2 plf at 7.72 BC- From 0 pl f at -2.83 to 4 pl f at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 2 plf at 0.00 to 2 plf at 7.72 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC BC- 46.17 I b Conc. Load at 2.72 DL=O.6 psf. BC- 252.57 I b Conc. Load at 5.55 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load, Creep increase applied per IBC-15 section 1607. factor for dead I oad i s 2.00. 1.5X4 III II, 3X5 4.24 1 3X5 3-6-7 1IIIdgll. 0-9-12 IIIIIIIIIIIIII jm 'I 4_9-0-0 / 1.5X4 III 3X3 5X5(E1) _ << 2-9-15 —I L 3-9-13 3-9-1 z 3-9-13 3-10-13 7-8-9 Over 2 Supports R=526 U=52 W=7.778" R=264 U=50 Design Cri t: I BC2015/TPI-2014(STD) 3so PR01 Ss PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. p u dos % OR/ /1/-/-/R/ Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGIw.READ AND FOLLOW ALL NOTES ONTHIS DRAWING! (p I' Z� TC LL 25.0 PSF REF R7175- 47623 RTAN 825 N 4th Ave,Cornelius OR 97113 "I NPDr•• FURNI SH THIS°RARI NG T°ALL(IMPACTORS INCLUDING THE INSTALLERS. 4., 83294PE Trusses requl re extreme care In fabricating, handling, shi ppl ng, Instal l log and bracing. Refer to and follow it` the latest edition of 9051 (Building Component Safety Information, by TPI and WrcA) for safety practices prior -- DL 1 0.0 PSF DATE 06/05/17 to performing these functions. l nstal l ars shall provide temporary bracing per BC51. Unless noted otherwise. tap chord shall have properly attached tached structural sheathing and bottom chord shall have a properly attached rigid cei ling. Locati ens shown for permanent I ateral restrai nt of webs shat I have bract ng installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17156039 II ,4 �0�� , _Ica nt B3, BT or 910, as applicable. Apply plates to each face of truss and post ti on as shown above and on 06/05/2017 1 the oint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons. I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fel l ure to build the truss In conformance with ANSI 1, or for handling, shipping, AN ITWCOMRANY installation R bracing of trusses. G TOT. LD. 42.0 PSF SEAN- 114133 . A seal on thl s drawl ng or cover page I I stl ng MIs drawl ng, I ndl sates acceptance of profess)one) enpl neerl ng # '1I;Y 14,2° to e0 responsi bill ty solely for the design shown. The sal tam I I ty and use of tis drawing for any structure Is the a1"$�f',ran DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Bel I di ng Deal goer per ANSI/TPI 1 Sec,2, Sacramento,CA 95828 For morelnfermati on see this J ob•s general notes page and these web Si tee. SPACI NG 24.0" JREF- 1W1 C7175Z03 ALPI NE: wowt al pi teitw.con: TPI: www.tpi nst.erg: WTCA: wwwsbci ndustry.com, ICC: wws i ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - AG) Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 0 plf at -2.83 to 71 plf at 0.00 :Lt SI i der 2x4 HF Std/Stud: BLOCK LENGTH = 1.990' TC- From 2 plf at 0.00 to 2 plf at 8.33 BC- From 0 plf at -2.83 to 4 plf at 0.00 120 mph wind, 19.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 2 plf at 0.00 to 2 plf at 8.33 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- 46.17 Ib Conc. Load at 2.72 DL=O.6 psf. BC- 252.57 I b Conc. Load at 5.55 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease applied per IBC-15 section 1607. factor for dead load is 2.00. 1.5X4 III 1 P 3X5 3X5 4.24 1---- 3-9-1 iiiiii...._ -I-- !WilaliIllIlIllilillijllgIMIIIIIIIIII\... NI 0-9-12 Millillia.11111 ill 111.1.1 III 4_18-0-0 1. 5X4 III 3X5(R) III 5X5(E1) << 2-9-15 J 1"12 4-2-0 'I` 4-0-4 I jf 4-2-0 4-2-0 1< 8-4-0 Over 2 Supports R=548 U=63 W=7.778" R=291 U=43 Design Cri t: I BC2015/TPI -2014(STD) ���PR�fiFS Truss PLT TYP. VoffO Oregon (503357-_118 ave FT/RT=2%(0%)/4(0) 16.01.�` I��GFt. 1�F��s/OIf_ TCOLL 25.0 PSF REF-/-/R/- I R7175,/47624 "WARM NGI•' READ AND FDLLDR ALL NOTES ON THIS DRAM NGI '•I IWORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLWI NG THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97 13 GU 83294PE 'y Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow h /,. DL 1 0.0 PSF DATE 06/05/17 the latest edl ti on Of BCSI (Building Component safety deteoati On, by TPI and WSCA) for safety practices pri Or a� T. to Performing these fundi ons. Installers shall provitemporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I i ng. Locati ons shown for permanent I ateral o eachi nt of webs shat I have bract ng instal l ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17156040 All 1�0�� 1 sections B3, BT or 010, as applicable. Apply plates to face of truss and position as shown above and on 06�05�20 17 I the Joint Betalin, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pine, a dl vi si on of I TW'I i dl n. Components Group Inc. shat 1 not be Two bI a for any devi atl on from thl s OREGON drawing, any Failure to bulltl the truss in conformance with ANSI/TPI 1, or For sane ng, shipping, AN ITW COMPANY i metal I atl on&bract ng of trusses. 1Z d, 0 TOT. LD, 42.0 PSF SEAN- 114131 A seal on till s drawl ng or cover peps I I sting thl s draw uas ng, I ndi tacceptance of professional engl marl ng 4 LY 14,20- - responslW IIty solely for the design shown. The suitability and use of this drawl ng for any structure Is the DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bi I I ty of the Sul I d1 ng tool goer per ANSI/TPI 1�.2. 8 e 11 Tan'. Sacramento,CA 95828 For more Informatl on see this jobs general notes page and these web sites; SPACING 24.0" JREF- 1W1C7175Z03 ALP!NE: wwar al pt mei tw.corn! TPI: www.tpi net.org; aTCA: www.sbcl ndustry.cot!!! ICC: www.i ccsafe.org Renewal 8/30/2118 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - AGC) Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 0 plf at -2.83 to 71 plf at 0.00 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' TC- From 2 plf at 0.00 to 2 plf at 8.33 BC- From 0 plf at -2.83 to 4 plf at 0.00 120 mph wind, 19.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 2 plf at 0.00 to 2 plf at 8.33 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC BC- 46.17 Ib Conc. Load at 2.72 DL=0.6 psf. BC- 292.49 Ib Conc. Load at 5.55 Wind Ioads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 1. 5X4 III f 4.24 1---- 3X5-% 11 3X5--0--- 3-9-1 0-91-12 �� �� 'I 418-0-0 1. 5X4111 3X5(R) III 5X5(E1) L---2-9-15 1 12 4_2_00 'I` 4-2-0 1 8-4-0 Over 2 Supports R=548 U=65 W=7.778" R=291 U=48 Desi gn Cri t: I BC2015/TPI -2014(STD) ikEO PRQFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '' • ' G71¢1 F 44, � OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503357-2118 ••WAREA M NGI••RD AND FOLLOW ALL NOTES ON THIS DRAWING! � ( iQ y, TC LL 25.0 PSF REF R7175 47625 825 N 4t Ave,Comelius OR 97113 ••1IPORTANT” FURNISH THIS DRAM ALL NG TO ACONTRACTORS INCLUDING THE INSTALLERS. 44/ Trusses regui re extreme care In fabricating, handling, shl ppl ng, Installing and bracing. Refer to and follow /1• the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior .G o.,/,'- G � • DL 10.0 PSF DATE 06/05/17 r• to performing these fundi ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, - top chord shat I have properly attached structural sheathi ng and bottom chord shat I have a proper)y attached BC DL 7.0 PSF DRW CAUSR7175 17156041 rigid ceiling. Locatl ons shown for permanent Iateral restraint of webs Shall have bracing Installed per BCS ,4 �0� sect)ons Br, 87 or 810, as applicable. Apply plates to each face of truss post tion as shown above and on 06/05/2017 the WA nt Petal Is, unless noted otherwise. Refer to drawings 160A,for s andard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of 1 TW Bui I di ng Components Group 1 nc. shal I not be responsi bl a for any deviation from tills OREGON /y drawl ng, any fai I ure to bel I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shl ppl ng, + TOT. LD. 42.0 PSF SEAN- 114135 AN ITW COMPANY I nstal I ati on S braci ng of trusses. 11 A ppoo'nsI on i i ley so l ng y forocover Aespi g II Isl Blown'ng. tthlThssui i l ng,cyn�see acceptance e cedro ng foess'i analy euro i spine <0 �Ly 14,20� ��I 8351 Revana Circle reesspond!bI I I ty of the Bol I ding Desi Boer per ANSI/TPI 1 Sec.2. sell Tan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this)obs general notes page and these web sites SPACING 24.0" JREF- 1W1C7175Z03 ALPI NE: www al pi mei tw.cow WI: www.tpl nst.org; WTCA: www.sbci ndustry.cow ICC: www.I ccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -WIndwood 22186 10 In Heel -- VERIFY VERIFY, OR - A) 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.838' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive design. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 3X5 6I--- , 1 '� 1-9-1 0-10-0 4_9-0-0 1.5X4 III 3X7(E5) III 1<-2-0-0-->•1 R=23 Rw=27 U=18 1-8-72 1-10-3 1-10-3 Over 2 Supports I"' R=317 U=38 W=5.5" RL=31/-22 Design Cri t: I BC2015/TPI -2014(STD) QED PROFIT PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f9. S _ON,- s>0 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAYINGI (70 (G y, TC LL 25.0 PSF REF R7175 47626 825 N 4t Ave,Cornelius OR 97113 "l RPOR7ANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /�, 83294PE r Trusses regui re extreme care In fabrl cats ng, handl l ng, shl ppi ng, Instal l l ng and bract ng. Refer to and follow nV the latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prior / _ DL 10.0 PSF DATE 06/05/17 t. to Performing I have functions. Installers shall Provide temporary bo bracing Per alI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng I nstal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17156042 ,4 ; sections 133, 137 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 I the Joint Details, unless noted otherwise. Refer to drawings 16DA-Z Por standard plate post tl ons. L�� N I AI ine, a di vision nP TTM Bulldln Ca OREGON BC LL 0.0 PSF CA-ENG BFR/RTT ' p t pI necon Group Inc. shall not be responsible£or any dept atl on from this drawl ng, any failure to build the truss In Conformance with ANSI/TPI 1, or for handling, SM1l ppl ng, AN ITN COMR4NV Installation ft bracing of trusses. ng,drawl de a TOT. LD. 42.0 PSF SEAN- 114121 respons DI 11 responsibility soseal on thl s l ypfor the notor cover ed shown. TThe hl ssul tabl 1ty�and use of till s drawl ng for structure s"the �`y 4�SOV_ N0 8351 Rosana Circle response bill ty of the Bull ding gest gner per ANSI/TN 1�.2. $8egg Tai` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on a this.1 ob•s general notes page and these web site=: SPACING 24.0" J REF- 1 W1 C7175Z03 ALPI NE: www.al pi net tw.cum; TPI 7 www tpl nst.oro: WTCA: www.sbcl ndustry.corn; I CC: www.I ccsafe.oro Renewal 8/30/20 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 19.30 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live desi gn. load applied per IBC-15 section 1607. Right end vertical not exposed to wi nd pressure. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 2.00. 1.5X4 III • 3X5 ;II. '' 2-9-1 0-10-0 ••• • 111 0.--=-. ■J18-0-0 r 1. 5X4 III 3X7(E5) III L-2-0-0-->1 1"12 3-8 - -4 3-10-3 i' 1 3-10-3 Over 2 Supports R=360 U=50 W=5.5" RL=58/-25 R=126 U=38 Design Cri t: I BC2015/TPI -2014(STD) CEO PROP PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. t: +It �G1�yE `r% OR/ /1/ / /R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1.118 "WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! AGl ,Q 9 TC LL 25.0 PSF REF R7175- 47627 825 N 4th Ave,Comelius OR 97113 "IMPORTANT'. FURNISH THIS DRAM NO TO ALL CONTRACTORS I NCLUDI Ng THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handling, sill poi ng, Installing and bracing. Refer to and follow A. DL 10.0 PSF DATE 06/05/17 the latest edition of BCSI (Bol l di ng Component Safety Information, by TPI and WTCA) for safety practices prl or .i AW''''.. _ T. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, - top chord shat I have properly attached structural sheaths ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17156043 rigid cel l I ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC sections B3, 87 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and o 06/05/20 17 A�I(1 ^ I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation From this A =111 ,L=4 I VOREGON BC LL 0.0 PSF CA-ENG BFR/RTT : drawl ng, any failure g bulre the truss in conformance wi tM1 ANSI/TPI 1, or far hantlling, shipping, AN ITWCOMPANY installation R bracing of tresses. r TOT. LD. 42.0 PSF SEAN- 114123 . r seal lnsl on I I ty drawlong gTor cover he nes page Inde .q The drawl 01 ng,tabl I tramu'se acceptance drrool Da Torsany struccture:D the ` 4143'14,240•�0 8351 Rovana Circle responsi bill ty or the Bun ding Deal goer per ANSI/FPI 1 Sec.2. •ell Tar OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thi s j ob•s general notes page and these web sites: ALPINE: www.al pineltw.com TPI: www.tpi nst.or, WTCA: www.sbcindestry.cem: Ice: www iccsafe.org SPACING 24.0" J REF- 1 W1 C7 1 7 5 03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - A2) Top chord 2x4 HF #2 120 mph wind, 19.82 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind I oads and reacti ons based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 1.5X4 III i 6I d 3X5 3-9-10 1 a�0-10-0 �, I, .11 +18-0-0 I 3X5 III 3X7(E5) III L-2-0-0� L 5-9-8 1"12 I' 5-11-4 I< 5-11-4 Over 2 Supports R=436 U=62 W=5.5" R=231 U=64 RL=81/-28 Desi gn Cri t: I BC2015/TPI -2014(STD) its°PROpk. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f e, N.dl�«�S`r> OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ''WARN'NGI•w READ AND FOLLON ALL NOTES ON THIS DRAIINNGI TC LL 25.0 PSF REF R7175- 47628 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANP. FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI ND THE INSTALLERS. (Ce 41 N. 83294PE 7, Trusses regui re extreme care In fabrl cat ng, handling, shipping, instal l log and bracing. Refer to and fol low ,� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 1 0.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, 11164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Locati ons shown for permanent 1 eteral restrai nt of webs shall have braci ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17156044 ,4 L se ti ons 8d BT or B10, as aoppl cabl a Apply plates to each face of truss and posl LI on as shown above and on :e051: II J , ' the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positionsBC LL 0.0 PSF CA-ENG BFR/RTT ' Al pi ne, a dl vi sl on of 1,1 Bui I di ng Components Group Inc. shat I not be respond bl a for any devi ati on from thl s drawl ng, any fal l ure to build the truss in conformance with ANSI/TPI 1, or for handling, shl pping, AN ITWCOMPANY Installations bracing of trusses. np it) tTOT. LD. 42.0 PSF SEAN- 114125 rn ponsbi IIlty dsolel l ytor for these Respgn sit oota.i ng TThessuli tability and uses of this drawf�for roorsanyyRstructure isDthe <IY �I8351 Rovana Circleresponsl bill ty of the tun ding Desl gner per ANSI/TPI 1 Sec.2.a �� OUR. FAC. 1. 15 • FROM BB Sacramento,CA 95828 For more i nformati on see this)obi s general notes page and these web si tes: SPACI NG 24.0" J REF- 1 W1 C7175Z03 ALPINE: www.al pi nei tw.cow; TPI: www.tpl nst.org, WTCA: www.sbcl ndustry.cow; I CC. www.l ccsafe.org Renewal 8!3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - A3) 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. • 1.5X4 III 6 I— i 3X5 3-9-10 0-10-0 1111111°. NI __L_ ... J " 9-0-0 3X5 III 3X7(E5) III I.` 5-9-8 1 12 I' 5-11-4 'I 5-11-4 Over 2 Supports R=256 U=21 W=5.5" R=256 U=53 RL=49 Design Cri t: I BC2015/TPI -2014(STD) ?0 PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►. W aG'4 i S% OR/-/1/-/-/R/ Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW]WI �(� AQ 0 TC LL 25.0 PSF REF R7175- 47629 825 N 4th Ave,Comelius OR 97113 ••I IrORTAxr• FURS!SH TNI S DRAM NG TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. 53294PE Trusses reguire extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow / - DL 1 0.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Bui I ding Component Safety Information, by TPI and wTCA) for safety practices prior T7 T• to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwi se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Locati ons shown for permanent lateral restraint of webs shal I have bracing i total I ed per BC BC DL 7.0 PSF DRW CAUSR71 75 17156045 ,41' L��O Nsections B3, B7 or B10, as zpplIcable. Apply plates to each face of truss and position as shown above and on 06/05/2017 : the WA nt Detais, unless noted otherwise. Refer to drawings 1b0A-2 for standard plate positions. V J BC LL 0.0 PSF CA-ENG BFR/RTT Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat l not be responsi b1 a for any devi ail on from thl s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, C TOT. LD. 42.0 PSF SEON- 114127 AN ITW COMPANY I nstal I ati on A bract ng of trusses. np r seal poonsl on 1 Ilii drawl ytf r cover pagedel s!siwnl. till Thessul ttabl I i ty��ase this drawl ngrofo 3any structuneer! i sOths I�</ �tY 14,24� �0 8351 Rosana Circle esponsl bl I I ty of the Sul I dl ng Desl gner per ANSI/TPI 1 Sea 2. e of �seIf����.. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web sl tes: V SPACING 24.0" JREF- 1W1C7175Z03 ALPI NE: www.al pi mei tw.cony TPI: www.tpi nst.org; WTCA: www.sbci ndustry.corn; I CC. www.I ccsafe.org Renewal 613012D18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - A4) 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III i 6 3X5 3-7-0 0-10-0 ., J 3X5 III 3X7(E5) Ill L-2-0-0---- I.` 5-4-4 1 12 I' 5-6-0 I l5-6-0 Over 2 Supports R=419 U=42 W=5.5" R=210 U=45 RL=62/-29 Design Cri t: I BC2015/TPI -2014(STD) EO PROF PLT TYP. Wave FT/RT=2D/D 0% 4(0) 16.01. •A. ( )/ � G .,F `rSiO OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 503 357-2118 **WARN!NGI**READ AND MUM ALL NOTES ON THIS DRAT NCI 04 p ) »IlraarANr* FURNISH 7X15 DRAWING TO ALL CONTRACTORS INCLUWNG THE INSTALLERS. � y TC LL 25.0 PSF REF R7175- 47630 825 N 4th Ave,Cornelius OR 97113iti 83284PE Trusses require extreme care In fabricating, handling, ng, installing and bracing. Refer to and follow /y the latest edition of BCSI (Building Component Safety InformatiornatiK on, by TPI and WTCA) for safety practices prior / DL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,0111htop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d coiling no. Locatl not shown for permanent I ateral restraint of webs sbal I have bracing Install ed per BC BC DL 7.0 PSF DRW CAUSR7175 17156046 �O`� sect)ons 83, B]or 818, as applicable. Apply plates to each face of truss and position as shown above and an All J I the JOInt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions 06/05/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl I ng, shipping, AN ITW COMPANY I nstal I ati on R bracing of trusses. Q TOT. LD. 42.0 PSF HON- 114231 • Aresopolnsi on I Illy drawl el rig Dfoor the Resp page I Is1 wi mll. Tng he sul trail I I ty and uwse oofethis drawl nof g for structure neer! ng the �f/ �tY 4,Y0� �I 8351 Rovana Circle• monslbillty of the 8111Idifg Desi goer per ANSI/TPI 1 Sec. sseIg Tan DOR. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more informatl on see this job's general notes page and these web sites, SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: www.al pi mei tw.toms TPI: www.tpl nst.org; WTCA: www.sbci ndusiry.cm; ICC: www.I ccsafe.org Qnabna.L 14/aN91t11R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - A5) 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III I 3X5 6 I 2-7-0 %�0-10-0 � J_ Mij IllJ +9-0-0 i 1. 5X4 III 3X7(E5) III 1<-2-0-0—>i . 3-4-4 1 12 I' 3-6-0 'I 13-6-0 Over 2 Supports R=349 U=36 W=5.5" RL=45/-25 R=107 U=27 Design Cri t: I BC2015/TPI-2014(STD) orsi)pROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 1;�_. ,a,s�; I.sS OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 "'WARNINGI" RFlIDAND FOLLOW ALL NO'TFSONTHIS DRNWNGI (� TC LL 25.0 PSF REF R7175- 47631 825 N 4th Ave,Comelius OR 97113 "I YPORTMrt'• FIRM SH THIS DRAIN ND TO ALL CONTRACTORS I NCLUDI NO THE INSTAL ERS. Trusses E.g.,re extreme care In fabricating, handling, shipping, InstalIing and bracing. Refer to and follow �r DL 10.0 PSF DATE 06/05/1 7 the latest edi tl on of BCSI (Building Component Safety Information, by TPI and NiTCA) for safety practices prior 14 1. to perform)ng these fund)ons. 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 ri gid cel l I ng. Locati ons shown for permanent lateral estrai nt of webs shat l have bracing installed per Be BC DL 7.0 PSF DRW CAUSR71 75 17156047 ,4 MIN ; e tions 83 81 or B1O, as aiplicabl e. Apply plates[u each face of truss antl posi ti on as show above and on II I the nt Details. unless noted otherwise. Refer to drawings 160A-Z for standard pi ate posltlons 06/05/2017 BC LL Q.Q PSF CA-ENG BFR/RTT Al pine, a di vi si on of ITN Bul I dI ng Components Group Inc. shat 1 not be responsi bl a for any devl ati on from thl s OREGON l drawing, any fall ore to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation N bracing of trusses. Q TOT. LD. 42.0 PSF SEAN- 114233 . A seal on thin drawl ng or cover page I I stl ng this drawl ng, I ndi metes acceptance of professional engi neer)ng �/_ 4ILV 14,20� response bl I i ty sol el y for the deal gn shorn. The sol tab)I 1 ty and use or the s drawl ng for any structure I s the V�$�"���•ire DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond in I I ty of the Elul I ding Oesl goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Inrormati on see this;ob•s general notes page and these web si tOS: SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: www.al pi Rel tw.cam; TPI: waw.tpi nst.org; wTCA: www.sbci ndustry.Com; ICC: www.I ccsafe.org Rnmwsal RIAN9I11111 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - A6) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III i 6 F---- • 3X5 3-7-0 0-10-0 E 19 9-0-0 I 3X5 III 3X7(E5) III Lc-2-o-0— —13-I2 I 5-4-4 I 5-6-0 1< 5-6-0 Over 2 Supports R=419 U=42 W=5.5" R=210 U=45 RL=62/-29 Design Cri t: I BC2015/TPI -2014(STD) FLEA PRUFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. roc �.s/�F?,`rSV OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI*•READ AND FOLLOW ALL NOTES ON TRIS DRAIN NGI (9 TC LL 25.0 PSF REF R7175 47632 825 N 4th Ave,Comelius OR 97113 ••1 RpORTANT•• FURNISH Mil S DRAM NG TO ALL CONTRACTORS I NCLU I NG THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /. ► DL 10.0 PSF DATE 06/05/1 7 the latest edl tl on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prioGC r TT t• to Pchordmshnga I hav fpropions. (ached ers shal Pshe to temporary tracing per BCSI. eUa ps noted attach se, top dhcnl seal I have i ono sl y n forhpd manentuI al ral res tg and bottom chord shat I Brae n proper!y d perhBd BC DL 7.0 PSF DRW CAUSR7175 1 7156048 recti cel ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC' a l J A 1' IL=1the Jaonsi 83. 8J or ell as applicable. Apply plates to each face of truss and position as shown above and on 06�05�2O1 ' : the Joln[Details, unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any fall use to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN 11-W COMPANY installation w bracing of trusses. y�- j; TOT. LD. 42.0 PSF SEON- 114235 A seal on till s drawl ng or cover peps 1 Intl rep thl s dm 1 ng, I nil sates acceptance of profess)anal engl neer)ng �I_ VLY 14,206 • respond hill ty solely for the deal gn shaven. The sal tam Il ty and use of this drawl ng Tor any structure Is the V 8351 Rovana Circle reeponti bill ty of The Bel Iding Deslgeor per ANSI/TPI 1 Sec.2. 0,9 ell Tar N OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see tri s j ob.s general notes page and mese web sites: ALPINE: www.al pi meltw.com; TPI: www.tpi nst.org; WTCA: www.sbclndustry.cony ICC: www.iccsafe.org SPACING 24.0" J REF- 1 W1 C7 1 7 5 03 Rekmrestl R/9NNNR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - AA) Top chord 2x4 HF #2 120 mph wind, 19.80 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive design. load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 1.5X4 Ill 6I 3X5 2-9-1 0-10ilig-0 � � k @ 18-0-0 3X7(E5) III 1.5X4 III 1"12 Fc 3-8-7 3-10-3 -41 FE 3-10-3 Over 2 Supports R=166 U=17 R=166 U=46 RL=39 Design Cri t: I BC2015/TPI -2014(STD) EO PROpA. PLT TYP. Wave )) FT/RT=2%(0%)/4(0) 16,01. i"*,.�/S'(•l�`rcSb OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss 825 N 4th Ave,Cornelius OR 907113 7 2118 •�WARNI NGI w•READ AND FOLLOW ALL NOTES ON THIS ORAA NM ON TC LL 25.0 PSF REF R7175 47633 ••I YPORTANT.• PURNI SH THIS NAND NG Th ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and folie„, d'� DL 1 0.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and aTCA) for safety practices prior *.• to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,4111b. ri gid cel I I ng. Locatl ons shown for permanent I ateral rostral nt of webs shat 1 have bract ng I metal I ed per BC• BC DL 7.0 PSF DRW CAUSR7175 17156049 ��0�� sections B3, BT or BM as applicable. Apply plates to each face of trussand puss tl on as shown above and O 06/05/2017 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard andard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a dI vi sI on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from chi s OREGON drawing, any fall ure to but I the truss In conformance wl th ANSI/TPI 1, or for handling, shi ppl ng, AN 11-W COMPANY i metal I atl on x bracing of tresses. '73 y�• ,p r TOT. LD. 42.0 PSF SEQN- 114129 . A seal on this drawl ng or cover peps I I sting 0111 s drawl ng, I ndl utas acceptance of prote=st onsl ellpl neer!ng "I. 4/LY 14,2CV- . responsi blllty solely for the deal pn show. The uI tab! Icy and use of Mls drawl ng for any structure Is the Ysge11 Tar• OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl hi I I ty of the Bel I dl ng heel ger per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this Job.s general notes page and these web sl tee: SPACING 24.0" J REF- 1 W1 C7175Z03 ALPI NE: www.al pi mel tw.can' TR!: www.tpi net.org; ATCA: www.sbci ndustry.comm I CC: www.I ccsafe.org Ro,mWal Rf9N'1f141 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - V1) Top chord 2x4 HF #2 120 mph wind, 22.01 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Left end verti cal not exposed to wind 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 fl at TC @ 24" 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 factor load applied per IBC-15 section 1607. for dead load is 2.00. See DWG VAL160101014 for valley details. 4X5 4X5 6 I6 1. 5X4 III 1. 5X4 III r 4-2-5 1 2-2-3 4Iii 0 J0 \ 0-0-4 +19-9-1 / ///////////////////////////////////////////////////// —1-- 1. 5X4 III 1.5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) 3-10-8-0-4 '11 3-6-0 3-9-8 444313 3-11-3 3-11-3 I— 4-0-4 _I_ 3-6-0 8-4-2 J I< 15-10-6 Over Continuous Support R=86 PLF U=18 PLF W=15-10-6 RL=2/-3 PLF �CEO PROp Design Cri t: I BC2015/TPI -2014(STD) •( SS PLT TYP.pWave FT/RT=2°/D(0°/D)/4(0) 16.01. •e 1 .04NF 'O OR/-/1/-/-/R/- it- Scale =. 375"/Ft. Truss N 4th Avet Co mhos OR 903)13 7-2118 **WARNING! H READ AND FOLLOW ALL NOTES ON THIS DRAM'NCI= we 83294PE + 4y TC LL 25.0 PSF REF R7175- 47637 11 ••I YPORTAIR•• FURNISH THE S DRAWING T°ALL CONTRACTORS T I NCLUDI NG THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fol lowL 1 0.0 PSF DATE 06/05/1 7 the latest edl tl on of BCSI (Bui ldl ng Component Safety Informals on, by TPI and 1lTCA) for safety practices prl or �/ to performs ng these fonts ons. 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 ri gl d cei l l ng. Locati ons shown for permanent l ateral restral nt of webs shat I have bracing Install ed per RCS! 06/05/2017 :C DL 7.0 PSF DRW CAUSR71 75 17156050 '�0�� i sections 83, 87 or 610, as applicable. Apply plates to each face of truss and position as shown above and on A 11I the p.1,ono'nt Details, unless notetl otherwise. Refer to tlrawi ngs 160A-Z for standartl plate post tl ons. I Alpine, a division olo ITw Building Components Group Inc. shall not be responsible fur any deviation from this ` OREGON BC LL 0.0 PSF CA-ENG BFR/PTT drawl ng, any fallore to but I the truss In conformance with ANSI/TPI 1, or for handling, shlpping, AN ITW COMPANY i natal l ati on&bracing of trusses. G e'L4y 14,20e 0 TOT. LD. 42.0 PSF SEQN- 114237 . A seal on this drawl ng or cover page I Intl ng thl a drawl ng, I ndl cotes acceptance of profeasl noel engl nears ng $ e N respond'bill ty sol el y for the deal gn shone. The vel tabs I I ty and use of thl a drawl ng for any structure I s the 8351 Rovana Circle responsi Id I ty of the Bad 1 ding Des'gner par ANSI/TPI 1 Sec.2. sell Tai DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For mere' � nfnrti on see Ibis;ob.s general notes page and these web si tee: Renewe16e30e2pl8 SPACING 24.0" JREF- 1W1C7175Z03 ALPINE: www.al pi nel tw.co, TPI: www.tpi net.org; wrCA: www.sbci ndustry.com, ICC: www.i ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - V2) Top chord 2x4 HF #2 120 mph wind, 22.94 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5- 6 6 4-0-13 1 1-2-3 D 0 D 0 O ° ° 4 / ± 20-9-1 ////////////////////////////////////////////// 2X4(D8R) 1-c---1-9-4 ›k 4-0-0 + 4-0-0 + 4-1-2 L- 5-9-4 __ 8-1-2 J 13-10-6 Over Continuous Support R=86 PLF U=18 PLF W=13-10-6 RL=3/-4 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. EO PROF Design Cri t: I BC2015/TPI -2014(STD) .r,�iN FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. I,G-0 -.Go E4. '0 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Com Components of Oregon (503)357-2118 ••WARNING!••READ AND FOLIAR ALL NOTES ON THIS DRAWING! REF R7175- 47638 p IYPORfANr FURNISH 7X15 DRAM TO ALL CONTRACTORS INDLUDINc THE INSTALLERS. 83294PE TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ae /� i _ Trusses require extreme care in fagbricatieen, handl fetyIng, shipping, Installing and bracing. Refertoand fol Iow or 40,/,-. " - L 1 0.0 PSF DATE 06/05/1 7 the latest edition of BCSI Bul l din Can t Safet Information, by TO! and WSCA) for safetyti cos n to Performing these functions. Installers shall provide temporary bracing per BCSI. Unions noted otherwise, Sop chord shat I have properly attached structural sheathing and bottom chord shat l have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17156051 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 06/05/2017 ecti ons B3, B7 or Bi O, as applicable. Apply plates to each face of truss and post ti on as shown above and o ' the Joint Detai I s, unless noted otherwise. Refer to drawin 160A-Z for standard late itl ons. ,4 PIN , ha p pos OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of I T)Vbu I d the ng Components Group Inc. shat l not be responsi bl a for any devi ati on From thi s drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or For handl ing, 551 phi ng, 13 r AN ITW CC)MPANY i nstal I atl on a bracing of trusses. G-Q 41/LY 14,20e 0 TOT. LD. 42.0 PSF SEAN- 114240 A seal on this drawl 001.10p or cover peps Iboe.,. this drawl ng, Irolcafes o.of mbancs of professional ng see'f��V.. OUR. FAC. 1. 15 FROM BB responsl bl l l ty sol el y for the design shown. The sul tabs l l ty and use of tbls drawl ng Tor any structure Is the 8351 Rovana Circle responsl bill ty of the Bol I di ng Desi peer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see thi s;ob•s general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" J REF- 1 W1 C7175Z03 ALPINE: www.al pi mei tw.can. TPI: www.tpi nst.org; WTCA: www.sbci ndustry.con, ICC: www.i ccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - V3) Top chord 2x4 HF #2 120 mph wind, 23.44 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5= 6 1 -I 6 1. 5X4 111 1. 5X4 111 3-0-13 2X4(D8R) % 1.5X4111 2X4(D8R) 0-2-3 - 0-0-4 //////////////////////////////////////// 1. 5X4 III 1. 5X4 III Fc-1-9-4 4-0-0 4- 4-0-0 + 2-1-2>1 5-9-4 _I, 6-1-2 _J 1 11-10-6 Over Continuous Support R=85 PLF U=18 PLF W=11-10-6 RL=3/-3 PLF �Ep PROpS Design Cri t: I BC2015/TPI -2014(STD) •<<(• `rS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f,e4-0 .CliNe4. �O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI 'f. �: REF 87175- 47639 825 N 4th Ave,Cornelius OR 97113 "l NPoWTANT" FDRNI SH THIS DRAWING TO ALL CONTRACTORS I NCLIIDI NG THE INSTALLERS. Z(/ 83294PE TC L L 25.0 PSF Trusses require extreme care In fabrlcat!ng, handling, shipping, Installing and bracing. Refer to and follow 64 0,00," L 10.0 PSF DATE 06/05/17 the latest edi ti On of BCSI (Building Component Safety Informatl On, by TPI and WTCA) for safety practices prl or t• to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord chili I have properly attached structural sheaths ng and bottom chord shat I have a properly attached C DL 7.0 PSF DRW CAUSR7175 17156052 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 06/05/2017 ,4 LF�� acts ons B3 et or BtO, as applicable. Apply plates to each Face of trusstand position as shown above and un I the Joint Detalis, ...ass noted otherwise. Refer to drawings 160A-Z for s andard plate psitl.ns. OREGON BC LL 0.0 PSF CA-ENG BFR/PTT I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any devi atl on from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, O AN ITw COMPANY i octal I ati on N bracing of trusses. 4 '.110.14,4 0 TOT. LD. 42.0 PSF SEON- 114242 . A seal on thI s drawl ng or cover pegs I I sting this drawl ng, I ndl cotes acceptance of professional engl neer)ngt $ responsl DI I I ty sol el y for the des1 gn shown. The cul tab!I I ty and use of till s drawl ng for any structure I s the $e 11 Tan OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl b!I I ty of the Dui Id'ng Desi gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more,nformau on see this job's general notes page and these web=i hes: Renowal 6/30/2018 SPACI NG 24.0" JREF- 1W1 C7175Z03 ALPINE: www.al pi nes tw.con: TPI: waw.tpi net.org, WTCA: www.sbci ndustry.com, ICC: www.i ccsafe.org 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517169--PARR LUMBER-HI LLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - V4) Top chord 2x4 HF #2 120 mph wind, 23.94 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. • • 4X5= —1 6 61 2-0-13 0-0-4 O [I O 0-0-4 //////////////////////////// 1 +2-9-1 / 2X4(D8R) 2 1. 5X4 III 2X4(D8R) 1< 4-1-2 + 4-1-2 I, 4-1-2 ,I, 4-1-2 J 8-2-3 Over Continuous Support R=85 PLF U=17 PLF W=8-2-3 RL=3/-3 PLF Design Cri t: I BC2015/TPI -2014(STD) it PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. sj OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 w*WARN!NGI'w READ AND FOLLOW ALL NOTES ON THIS DRAI7NGI C9 ia TC LL 25.0 PSF REF R7175- 47640 825 N 4th Ave,Cornelius OR 97113 "1IPORTANr'• FURNISH-OHS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 10 Trusses require extreme care In fabricating, handling, shipping, 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 DL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Dnl ass noted otherwise, top chord shat I have properly attached structural sheathi ng and bottom chord shat 1 have a properly attached BC DL 7.0 PSF DRW CAUSR7175 1 7156053 rigid brad ceiling. Locations shown for permanent lateral restraint of webs shall have brang Installed per BC All ,��)0 I sect)ons 53, B7 or BIO, as app)i cab)e. Apply pl ales to each face of truss and posi ti un as shown above and on 06/05/2017 the Joint Details, unless notetl otherwise. Refer to drawings i6oA-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I I Alpine, a division of ITW Building Components Group Inc. sM1a11 not be responsible for any deviation from this OREGON drawing, any failure fusee truss Ie conformance with ANSI/TPI ,, or for handling, shipping, TOT. LD. 42.0 PSF SEQN- 114244 AN ITW COMPANY i nst al ation a breci ngg tru of trusses. . A seal on this drawl ng Sr cover page 11st'ng till s drawl ng, I ndl cotes acceptance of professional eV neer)ng 4 `ICY 14,20' m responsibl llty solely for the design shaponsrig sham. The sol tabll lty and use of this drawing for any structure is the �1.19+'Tar t DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle resl bill ty of the Buil di Designer per ANSI/Tel 1 See.2. Sacramento,CA 95828 for more i nformati on see thi s j ob's general notes page and these web sites: SPACING 24.0" J REF- 1 W1 C7175Z03 ALPINE: www.al pi nei tw.com, TPI: www.tpi nst.org; WI-CA: www.sbci ndustry.com, ICC: wwwi ccsafe.erg Renewal 6/30/2078 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517169--PARR LUMBER-HILLSBORO -Windwood 22186 10 In Heel -- VERIFY VERIFY, OR - V5) Top chord 2x4 HF #2 120 mph wind, 24.44 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=3.0 psf, wind BC DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. 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 2.00. See DWG VAL160101014 for valley details. 61 3X5= ii � 6 1 0-0-4 .../1111101-11 . _� 0-0-4 I 1-0-13 4 23-9-1 6 2X4(D8R) 3 2X4(D8R) I, 2-1-2 J_ 2-1-2 J F4-2-3 Over Continuous Support R=83 PLF U=14 PLF W=4-2-3 Design Cri t: I BC2015/TPI -2014(STD) iLe PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'At. t11�`rS> OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 971157-2118 "WARNINGI'•READ AND NG TO ALL NOTES off THIS DWI NOTC LL 25.0 PSF REF R7175- 47641 825 N 4th Ave,Cornelius OR 97113 '•I IPoRTAHT^ FIAih'l SH THl s DRAM NG Tg ALL COMHACrows I NCLUDI NG THE I NSTALLERs. Trusses regui re extreme care In fabri Cat]ng, handling, shl ppi ng, installing and bract ng. Refer to and follow the latest edition of extreme (Building Component Safety Information, by TPI and WTCA) for safety practices priorSilliAlla- � DL 1 0.0 PSF DATE 06/05/17 to to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cei I i ng. Locati ons shown Co, permanent I ateral restraint of webs shat I have bract ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17156054 116k ,4 I ' sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on 06/05/2017 II L=) I the Joint Betel l s, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate positions. I Alpine, a division of ITN Building components croup Inc. shall net be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i metal I ati on x bracing of trusses. 4PC TOT. LD. 42.0 PSF SEON- 114246 . A seal on thl s drawl rig or cover peg.I I sti ng thl s drawl ng, I roil `dl totes Acceptance of profess)onal engl neer)ng "LLY 14,20tP responsl bill ty solely for the deal gn shown. The.01 tab'II ty and use of thio drawl ng for any structure Is the 5 FROM BB roop00slbillty of the Bulldlrg 0001gnar per 0.51/TPI 1 sec.s. 8351 RoyanaCircleTan's0 DUR. FAC. 1. 1 5 Sacramento,CA 95828 for more I nformrati on see thl s,ob•s general notes page and these web sites: SPACI NG 24.0" J REF- 1 W1(7175 Z03 ALPINE: www.al pi mel tw.corn; TPI www.tpi net.org; wTCA: www.sbcl ndustry.corn; ICC; www.ic<safe.org Renewal 6/ 20S8 7LR Rein - orcing Ve -nber SL, b ., sLiLL, io /-1 T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf. ,* ,` Apply to either side of web narrow face, ,, Attach with 10d (0.128"x3.0",min) nails , at 6" ac, Reinforcing member is , Notes: a minimum 80% of web ,, member length, , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. . Alternative reinforcement specified in chart below may be conservative, ME 4111 For minimum alternative reinforcement, re-run design with appropriate mom \/ reinforcement type. 1X\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with lOd (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" a.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x401O minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) 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 seated design I 00 Center scab on wide face of web, Apply (1) scab to each face of web. -- i " ss'o wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �T C L L P S F REF CLR S U b S t. I wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `- Trusses require extreme care n fabricating,handling, shipping, installing and bracing. Refer to and �� follow the latest edition of BCSI<Building Component Safety Information,by TPI and SUCH) for safety C DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord IC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 06/05/2017 shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each Face �J �_gg of tr ss and position as Shawn above and an the dint Details, unless Hated otherwise. OREGON BC LL PSF Refer to drawings 160A-Z for standard plate positions. �w AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 0 19 ,2G /�` TOT L J D PSF this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, fV Installation 8.bracing of trusse Sell Ta A seal an this drawing or cover- page listing this drpawing,Indicates acceptance of professional V n 8' ' engineering responsibility solely for the design shown. The suitability and use of this drawing CUR. FAC, for any structure Is the responsibility of the Building Designer per-ANSI/TPI 1 Sete. Renewal 6130/2018 _____ Earth 1338 Ay MO Drive4For more Information see this job's l notes and these web sites: Earth City,M063045 ALPINE: wwwal Ineitw.comi TPI ew jo genera w page SPACING p ww.tpinst.argl SBCA� w w.sbclndustry.org) ICC: www.lccsafe.org l• Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9" apply 2x4 "T" reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0.128" x 3.0") nails at 6" o,c, In lieu of "T" reinforcement, 2x4 Continuous Attach each valley to every supporting truss with Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0,135" x 3.5") nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation, Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24" o,c, or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from wxot Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0". 2X4 4X4 12 3X4� _ Valley P. 12 Max, Spacing 1 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip H 8-0-0 max 1 Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley y 4X4 ** r / Common Trusses 12 12 Max. at 2L" o c. 1X3 I) Valley Set ' 1X3 6-0-0 40, at 24" o.c. 1X3 H(Max Spacing) 11X3 _2X4 Spc.) 1X3 5X4/SPL 14 Mcl N Common Trusses 20-0-0 (++) I Partial Framing Supporting trusses at 24" o.c, maximum spacing. o at 24" o.c Plan wwWARNINGiwx READ AND FOLLOW ALL NOTES ON THIS DRAWING/ LV� O PROp�s wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`y-` G%N F S/0 '''- L L 30 30 40 P S F REF VALLEY DETAIL Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and ',• <� � ` TC DL 20 15 7 PSF DATE 10/01/2014 follow the latest edition of BCSI(Building Component Safety allormntlon, by TPI and SBCA)for safety W �r 83294PE411111116 . practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord IC , IL 10 10 10 PSF DRWG VAL shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1 1601 101014 ill )-I\ fI E shall have bracing installed per BCSI sections B3, B] or BIO,as applicable. Apply plates to each face - n�, L L 0 0 0 P S F „7,---1 I�I�\\\SII III of truss and position as shown above and on the Joint Details,unless noted otherwise, Refer to drawings 1608-7 for standard plate positions 06/05/2017 Alpine,a division of ITW Building Components Group Inc shall not be responsible for deviation from AN LFWCOMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, �b G(�(�� LT' LD' 60 55 57PSF installation 6 bracing of trusse /'v'Jf'�'J"' A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional .p r engineering responsibility solely for the design shown. The suitability and use of this drawing 4/�Y 20 DU�4.F AC,1,25/1.33 1.15 1.15 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI t Sect. 4 14 ,O)Earth City,MO 63045 For more information see this Job's general notes page and these web sites. °len Tan' ALPINE, wwwalpineltw.comi TPI. wt. wwtpinsorgi SBdwww.iccsafe.org www.sbcinustry,orgi ICC'. wwiccsafe.org SPACING 24,0" Renewal 6/30/2018