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Plans • _ / ?g- S ti i(AP7 BuRAEPRCE3I2V014EDN CITY OF TIGARD ILDING I 0 \ I : (Of IIIIIIIIIIIIIIIIIIIIIIIIIII ---- 111.11111111111111111111111111111 I 11 nJ cn- I11 AdliWN1111.1111 ' - MA Ad ' i 1 zameN1111111111.1 __MINNIMINIIIIIIIIIIMM 'S2 mutrunt imptim Si • . S 1 NW i S/4 asit 7-1--' . „...,.....,,.......„,„...,.....,...t......,„.....,,„,....,....,......, , 1 : 27 ' 11 _ Customer: CRAFTSMAN CONSTRUCTION & 3) CJ 0 Deso. : 13975 SW HIGH TOR DR. ADDRESS: 13979 SW HIGH TOR DR. m m N) z Designed b9: RON OUTCRLT ,-- z crl o 0 n) - ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 V577175Z0202093830 Truss Fabricator: Truss Components of Oregon Job Identification: 0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH Model Code: I RC 4* PR- Truss Criteria: I RC2006/TPI-2002(STD) Engineering software: Alpine proprietary truss analysis software. Versions 12.03, 14.02. ��' '4059 Truss Design Loads: Roof - 42 PSF @ 1.15 Duration r" Floor - N/A ....i Wind - 95 MPH (ASCE 7-05-Closed) l � Notes: • .F 7. 199 �v 1. Determination as to the suitability of these truss components for the XP.12- x-15 structure is the responsibility of the building designer/engineer of EXP.12 31-15 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-GBLLETIN-HIPFRAME-BRCALHIP • - Submitted by CWC 09:38:12 04-02-2014 Reviewer: TSB $ $ # Ref Description Drawing# Date 1 33232--A 14092039 04/02/14 2 33233--A1 14092040 04/02/14 3 33234--A2 14092041 04/02/14 4 33235--A3 14092042 04/02/14 5 33236--E1 14092043 04/02/14 6 33237--E2 14092044 04/02/14 7 33238--FIL 14092045 04/02/14 8 33240--S1 14092046 04/02/14 9 33241--52 14092047 04/02/14 10 33242--XG 14092049 04/02/14 � 11 33243--X 14092048 04/02/14 (0314252--CRAFTSMAN CONSTRUCTION & —13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D — A) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 2x8 DF-L SS :T2, T4 2x4 DF-L #2(g): mph wind 95 15.00hg, ft mean t, ASCE 7-05, CLOSED bldg: Located :T3 2x4 DF-L #1&Bet, (g): Bot chord 2x4 DF-L #1&Bet. ( ) :62 2x4 DF-L #2(g): anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC OL=6.0 Webs 2x4 DF-L Std/Stud(g) :W3, W5 2x4 DF-L #2(g): psf. Connectors In green lumber Wind loads and reactions based on MWFRS with additional C&C member (g) designed using NDS/TPI reduction factors. Wnl n. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I n lieu of structural panel s use purlins to brace all flat TC @ 24" load applied per IRC-06 section 301.5. OC. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Deflection meets L/360 live and L/240 total load. Ce=1.10, CAT II & Pf=21.17 psf. 4X5'.----- 1. 5X4 III 4X5.--- T2 T3 EI S T 9 7 T4 1. 5X4 9 6X61.1. 5X4 W 6-8-12 6X6o� • 0-9-5 • 4/ER Fri I. 3X5= 3X7= 3X5= 62 05 -1-2 4X5(B1) 3X5= 4X5(B1) I_ 3-11-10 L 3-11-10 I< 2' I" 7-11-4 >I� 5-6-12 5-6-12 3-11-10 5-6-12 'lc _1_ 3-11-10 5-6-127-11-4 L- 7-11-4 -J_ 11-1-8 -J.,. 7-11-4 J 27-0-0 Over 2 Supports J R=1326 U=7 W=5.5" RL=153/-153 R=1326 U=7 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) FT/RT=2%(0°/g)/4(0) 12.03.03. 0IRfiO TY: 1 OR/-/1/-/_/R/_ Truss Components of Oregon (503)357-211& "WARNING". READ AND FOLLOW ALL NOTES ON THIS SHEET! Sca l e 825 N 4th Ave,Cornelius OR.971/13 "I MPORTANT"" FURNISH THIS DES/GN TO ALL CONTRACTORS INCLUDING 1 NSTALLERS. _• 25"/Ft. Trusses reaulre extreme care In fabricating, handl Ing, shipping, Installing and bracin. f•� TC LL 25. 0 PSF REF R7175- 33232 follow the latest edl tl on of BCSI (But l din Com 9 Refer to and V � prectl cos prior to performing these functions portent Safety all prat)on by TPI and WTCq) for safety fifi 14659�9 TC DL U^'ass noted otherwl se top chord shall have pro'"sial ears shall proal de temporary brcl ng per SCSI Ct r. 7.0 PSF DATE 04/02/14 shall have a Par Y attached structural heat hi ng and bottom chord properly talledetl riSCS cel ling. Locations shown for permanent lateral restraint of webs 1 ,:i BC DL shat' have bracing octal etl per SCSI sect)ons 83, BT or BIO app)1 cab)e 10,0 PSF DRW CAUSR7175 14092039 - ALPI NEImo ITW Bulltll ng Components Group inc (ITWBCG) shall not be r as - any failure to Our IA the truss In conformance with ANSI/TPI 1.po sforefor hanrllny,eshlevi ation from this dealgn, BC LL 0. 0 PSF bracing of trusses. I later To each face of truss and g png, Installation& •�:'..-� - CA-ENG TSB/CWC Details, unless notetl�thetyl se. Refer to tlrawi ngs 16OA_2 fors)tl on as shown above and on the Jol nt — drawl ng or rover page 1 i stl ng this drawl ng, ntli rates a standard pl ate posi ons, A al on thl s A e ''C�t �9�9 7 TOT. LD. ITW Building Components Group,Inc. drawlnsl of l I ty rol age for The thi acceptance of fessi onal engi neer!ng Q 42.0 PSF SEON- 11996 esponsl 411 lty of the Bull tll ng gees g � The sultabl Il ty nd u f Thies tlesrgn for a ye structured Is ' Sacramento,CA 95828 general note, per ANSI/TPI se=z. Fpr I tool ndusl en s hl a J 4 a rgNw,C�pQ DUR. FAC. 1. 15 FROM RO - ICC: www.I ccsafe.org' -DCG: www.itwbcg.cam; TPI: www.tpi nat.orgy NTCA: www.sbci ntlustry.corn, EXP.12-31-15 SPACING 24.0" JREF- 1V577175Z02 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - Al) Top chord 2x8 DF-L SS :T2, T4 2x4 DF-L #1&Bet. (g): 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located :T3 2x4 DF-L #2(g): anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 Bot cWebs 2x4 DF-L Std/Stud(g) :W2, W4D2x4 DF-L) psf. #2(g): :W3 2x4 DF-L #1&Bet. (g): Wind loads and reactions based on MWFRS with additional C&C member Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. desi gn. (a) Continuous lateral restraint equally spaced on member. 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 Iive Deflection meets L/360 live and L/240 total load. load applied per IRC-Ob section 301.5. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 5X5 T T2 T3 T4 1. 5X4 9 r 9 1. 5X4�i W2 W3 (a) W4 8-2-12 6X67 6X6 0-9-5 gm _k_ mm rn 0-9-5 3X5= 3X7= B2 # -1-2 4X5(81) 4X5(B1) 3X5=---- L 2' L2' I_ 4-11-10 9-11-4 4-11-10 .j( 7-1-88 .c 4-11-10 9-j -4 4 4-11-10 9-11-4 I 7-1-8 I 9-11-4 k 27-0-0 Over 2 Supports _1 R=1349 U=3 W=5.5" �I R=1349 U=3 W=5.5" RL=180/-180 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) FT/RT=2%(0%)/4(0) 12. 03.03. p1!Mop TY: 1 012/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-211$" WARNING** REAO AND FOLLOW ALL NOTES ON iHl=FRS. 8ss N 4th Ave,Comellus OR 97113 gONTRACTORs I NCLUDI NG INSTALLERS. TC LL IMPORTANT`" FURNISH THIS DESIGN TO ALL C Trusses regulre extreme care In fabrlcatin handling, shipping InstalIIng and bracing Refer to and � F�,* 25. 0 PSF REF R7175- 33233 fol I en theof Oor regedi t,on of ecsI (Bui I di ng Component Safety I noreati en by TPI and WTCA) For safety 14659 '9 TC DL gniessces notediotherwpse,otopng cchordse shallcti havesproper!y attached structurali de temporaingbanding bottam chord <t.. 7.0 PSF DATE 04/02/14 shall have a properly attached rlgld telling Locations shown for permanent lateral restraint of webs 7vL�% r BC DL 1 0. 0 PSF shat I have bract ng Installed per BCsI sect)ons 83 B]or B10 as appl cable DRW CAUSR7175 14092040 Emir ALPI NE EmE any TVP l l d to Cung ol 1penentstGroupl Inc. (I TWBCG)shalal l not ANSI/bbeI rispeonsi hi afor any haorl i nye devi ppi on,from t l s deli an n .,•I ., BC LL 0. 0 PSF CA-ENG TSB/CWC bracing of trusses. Apply plates to each face of truss and post tl on as shown above and on the Joint Detal I s, unless noted otherwl se. Refer to drawl ngs 160A-2 for standard pl ate post tl ons. A seal on thi s i •jt',989 TOT. LD. 42.0 PSF drawing or cover page Iisting this drawing, Indicates acceptance of professional engineering iV. ip SEON- 11990 ITW BuildingComponents CILOU Inc. esponslull I iy sol el y Par the tl¢sl gn sho m. The su{tabl I 1 ty and use of thl s desl gn For any structure s y� Sacramento,Com CA 9s Gr P oe responsl bi I I ty of the Bui I tll ng Designer per ANSI/TPI i sec.2 Form el I nformeti on s This Job's T/4N lif a or DUR. FAC. 1. 15 FROM RO general notes page; ITW-BCG: www.ltwbcg,come TPI: new.tpinst.org: WTCA: www,sbcindustr ee: ICC: www.I ccsafe.org Y.tom; EXP.12-31-15 SPACING 24.0" JREF- 1V577175Z02 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - A2) Top chord 2x8 DF-L SS :T2, T4 2x4 DF-L #1&Bet. (g): 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located :T3 2x4 DF-L #2(g): anywhere in roof, CAT II, EXP B, wind TC DL=4,2 psf, wind BC DL=6.0 Bot chord 2x4 DF-L #1&Bet. (g) :B2 2x4 DF-L #2(g): psf. Webs 2x4 DF-L #2(g) :W1, W7 2x4 DF-L Std/Stud(g): Connectors i ngreen Iumber ng Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member (g) des'gned usiNDS/TPI reduction factors. desi gn. I n Iieu of structural panel s use purlins to brace alt fl at TC @ 24" OC. (a) Conti nuous lateral restrai nt equally spaced on member. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-06 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 4X5= 4X5= psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21. 17 psf. — — !7�L 7 T2 3X5II T4 3X5 9 6X6 9-8-12 AI 0� • T — - ■■ p 0-9-5 _1-2 1. 5X4 III 3X7= 3X5= 3X5= 1. 5X4 III 4X5(61) = 4X5(B1) 1-‹ 2' >I I.< 2 .*--5-11-10 5-11-10 >I< 3-1-8 >f< 5-11-10 >I< 5-11-10 >I 1_ 11-11-4 zl. 3-1-8 J_ 11-11-4 27-0-0 Over 2 Supports R=1408 W=5.5" RL=206/-206 R=1408 W=5.5" Desi gn Cr! t: I RC2006/TPI -2002(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 12. 03.03. �� p1$R0A. TY: 1 OR/-/1/-/-/R/- Scale =, 25"/Ft. Truss Components of Oregon (503)357-211$. "'WARNING"" READ ANO FOLLOW ALL NOTES ON LT 5 SHE ETI 825N4th Ave,Cornelius OR97113 MPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTgLLERS. '\C TC LL 25.0 PSF REF R7175- 33234 Trusses require extreme care In fabricating, handl I ng, shl ppl ng, Inst all Ing and brad'ng. Refer to and CD fol I ow the latest edl tl on of SCSI (Bul 1 ding Component Safety I nformetl on, by TPI and WTCA) for safety 41 14659�.9 ' r„ TC DL 7.0 PSF DATE erect'des prior to performs ng these fundi'ons. Install ers shall provide temporary brae ng per SCSI. Cr 04/02/14 - Unless noted otherwl se top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgltl calling. Locations shown for permanent lateral restraint of webs /_ ;i BC DL 10.0 PSF DRW CAUSR7175 14092041 shall have bracing Installed per SCSI sections B3 87 or 510as applicable ALPINE ' ITO ball dl ng Components Group Inc. (I TWBCG) shall not be responsl bl a for any deviation from this design, BC LL 0.0 PSF CA-ENG TSB/CWC • any fat I ure to bui l d the truss I n conformance wi th ANSI/TPI 1, or for handling, shi ppi ng, I nstal I atl on& "• 'W bracing of trusses. Apply plates to each face of truss and post tl on as shown above and on the Joint • betel I s, unl ass noted otherwise. Refer to drawl ngs 160A-Z for standard pl ate pest n ons. A seal on thl a 'FC j 989 TOT. LD. 42.0 PSF SEON- 12019 drawl ng or cover page 11 sti ng this drawl ng, t tub cotes acceptance of profess'onal engi neer'ng �4r t , Q _ ITW Building Components Group,Inc. tree esponsi bl i .1,,,1 yeof the gut I di ng9Geshgner per ANSI"web:I igeand tusf ofmoresl nformati or see:stThl sur obis 41101,,cY DUR. FAC. 1. 15 FROM RO Sacrarnento,CA 9$828 general notes page; ITW-BCG: aon.itwbcg.com; TPI: woe.tpi nst.org; WTCA: www.sbcindustry.cam; ww. CG: w .Iddaafe.prg EXP.12-31-15 SPACING 24. 0" JREF- 1V577175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & oIMEN51DNs) sueMiTTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - A3) Top chord 2x8 DF-L SS :T2, T3 2x4 DF-L #1&Bet. (g): 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. (g) :B2 2x4 DF-L #2(g): anywhere i n roof, CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC DL=6,0 Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 DF-L #1&Bet. (g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Truss passed check for 20 psf additional bottom chord live load in areas Bottom chord checked for 10.00 psf non-concurrent bottom chord live wi th 42"-hi gh x 24"-wi de cl earance. I oad applied per I RC-06 secti on 301.5. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1. 5X4 T3 1, 5X4 T 10-10-13 9 AIL 6X6 i6X60-9-5T00010 5B2 0"9-5 8-1-2 5X5= - 4X5(61) 4X5(B1) l<2' Fc 6_9"0 6-9-0 l< 2' 6-9-0 6-9-0 9-0-0 9-0-0 9-0-0 LL 13-6-0 j_ 13-6-0 .J 27-0-0 Over 2 Supports >{ R=1547 W=5.5" R=1549 W=5.5" RL=227/-227 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) FT/RT=2°k(O�)/4(0) 12.03.03. �� violin,. TY:4 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118, WARNI NG** REAO ANO FOLLOW ALL NOTES ON THIS SHEETI 82$N 4th Ave,(,'omelius OR 97113 IMPORTANT" FURNISH THIS OESIGN T°ALL CONTRACTORS INCLU01NG INSTALLERS. TC LL 2 5.0 PSF Trusses require extreme care In fabricating handling, shipping Instal IIng and bracing. Refer to and b °'` REF R7175- 33235 follow the 1enact edition of BCSI (Bonding Component Safety Informetlon by TPI and WTCA) for safety 14859�9 ` TC DL practl ces prior to performl ng these fuectl ens. Installers shall provide temporary bracing per SCSI. Q`.. 7. 0 PSF DATE 04/02/14 Unless noted otherwl se top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached rigid cel!!ng Locations shown for permanent I ateral restraint of webs t /v._wi;�. BC DL 10.0 PSF shall have bracing I nstal I ed per BCSI cacti ons 03, B7 or 010, as applicable, DRW CAUSR7175 14092042 imw ALPI NE an I yfa Dull ding Colpontntst trussGroup Innconfoc. (I�nce shCC) all net beef responsl bl e for any deviation from this design, or for handl ng, chi ppi ng, natal!ati on 6 •, -.. BC LL 0.0 PSF CA-ENG TSB/CWC bract ng of trusses. Apply plates to each face of truss and poll tl on as shown above and on the Jol (Natal l s, uni ass noted othe,wi se. Refer to drawl ngs 160A-2 for standard pl ate post ti ons. A seal on this , �E 7, 9t(� TOT. LD. 42. 0 PSF SEQN-drawl ng or cover page Hsting thl s drawl ng, indicates acceptance of professi onal engi neer)ng12014 •ITW Building Components Group,Inc. responsi ob I l cy sol el y for the design shown. The sui tab!I 1 ty and use of thl s desi gn for any structure 1 5 Sacramento,CA 9$828 p The resposl bl I I ty of the Bui I tll ng 0esl goer per AN51/TPI sac 2. Form a Info matt on se hl s J oh' 6141 W.G��'Q DUR. FAC. 1. 15 FROM RO general notes page; ITW-BCG: www.Itwbeg.cow TPI: www.tpinst.org: WTCA: Ann,sbcindustry.c 1 CC: www.I ccsafe.org om. EXP.12-31-15 SPACING 24. 0" JREF- 1V577175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & —13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D — El) Top chord 2x8 DF-L SS Special loads Bot chord 2x4 OF-L #2(g) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Connectors ingreen lumber TC- From 67 pif at -2.00 to 67 plf at 1.85 (g) designed using NDS/TPI reduction factors. BC- From 5 pif at -2.00 to 5 pif at 0.00 BC- From 10 pl f at 0.00 to 10 pl f at 5.94 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere BC- 31.51 Ib Conc. Load at 2.00, 4.00 i n roof, CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC DL=6.0 psf. Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 live and L/240 total Ioad. applied per IRC-06 section 301.5. Unbalanced snow loads have not been considered. R=43 9-11-9 9 2-1-15 0-9-5 V =' 8-1-2 0-3-8 I 4 4X5(B1) L< 2-0-0 >1< 1-10-3I< 4-1-1 >I 5-11-4 Over 3 Supports R=346 U=41 W=5.5" R=99 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) FT/RT=2%(0%)/4(0) 12.03.03. 1 .« . QTY:2 OR/-/1/-/-/R/- Scale =, 75"/Ft. Truss Components of Oregon (503 357-211$ "`WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEETI p �' 825 N 4th Ave,Cornelius OR 97 13 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. TC LL 25. 0 PS F Trussesrewire extreme care In fabricating, handling, shipping. Installing and bracing. Refer to andREF R7175- 33236 fell ow wthe latest edl tl on of BCSI (Buil dl ng Component Safety Informatl on, by TPI end NTCA) for safety W TC DL pr ti c prl or to perform'ng these functl ons. I natal I ers shal 1 provide temporary bracing per SCSI. �. `" 7 4658 fi7 `r 7. 0 PSF DATE 04/02/14 Unless noted otherwise top chord shall have properly attached structural sheath]ng and bottom chord {� _ sect'shall have a properly attached rl gid cel Il ng Locations shown for permanent lateral rostral nt of webs shat I have bracing Installed per BCSI ons B3, B7 or B10, as app]1 cab]e, 1 BC DL 10. 0 PSF DRW CAUSR7175 14092043 Env ALPI NEmum ITW BulId]ng Components Group Inc. (ITV/BCC) snail not be respells'b1e for any dOVIatlon from this deal gn, BC LL 0.0 PSF any fol urn to build the truss in conformance wlth ANSI/TPI 1, or for handling, shipping, Installation& .,' :W: CA-ENG TSB/CWC bract ng of trusses. Apply plates to each face of truss and post tl on as shown above and on the Jai nt Detan s, ""'es noted otnerwi se. Refer to drawl ngs 1600-2 for standard pl ate post ti ons. A seal on:m a 'it. 5a (�.r'� TOT. LD. 42.0 PSF SEAN- 11958 drawl ng or cover page Ilsti ng this tlrwel ng, intli hates acceptance of profess'one] engi neer]ng 9�/ C,jiA t t9 AV ITW Building Components Inc. the ons]bl I 1 ty sol el y for the des'gn shown. The OS t ab11 I ty and use of MU s deal gn for any structure Is Sacramento,CA 95828s Group, responsl bl I 1 ty of the But I d1 ng nest goer per ANSI/TPI 1 Seo.2. Form e 1 nformatl on see. Thl s t ob.s �r"1*W.CIA. DDR. FAC. 1. 15 FROM RO general notes page; I waw.I twbcg.corn; TPI: www.tpinet.erg: WI-CA: waw.sbcindustry.comm �I 'cc: www.I ccsafe,org EXP.12-31-15 SPACI NG 24.0" JREF- 1V577175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - E2) Top chord 2x8 DF-L SS95 mphhg t,chord 2x4 DF-L #2(g) anywhere lin,roof,15.00 CAT mean EXPB, AwindTC 7-005,LCLOSEDD.2 sfldgwindBC ocatDL=6,0 Connectors in green lumber (g) designed using NDS/TPI reduction factors. psf. Wind Ioads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad desi gn. applied per IRC-Ob section 301.5. Deflection meets L/360 live and L/240 total load. Unbalanced snow loads have not been considered. 1 O./ R=93 U=23 .4-11-5-9i -7-15 0-9-5 0-3-8 ( ,i .4_8-1-2b / 4 4X5(81 —2-0-0 >I< 3-10-3 >i< 2-1-1--->i k 5-11-4 Over 3 Supports R=381 W=5.5" RL=74/-49 R=99 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) 1�¢wtheTletastFetlNtlonTOFSBCOSII(eulodAnLFT/RT=2%(0%)/4(0) 12.03.03. QTY: OR/—/1/-/-/R/- Truss Components of Oregon (503)357-211 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI � Sca l e 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 , handl I ng INCLUDING ppl NG I Instal 1 I n y��., TC LL 25.0 PSF Trusses require extreme care In fabrlcating, hantlling, shipping, Installing and bracing. Refer to andCs, ./164 REF R7175- 33237 g Component Safety Information, by TPI and WTCA) for safety 441 practl ces prior to performing these functions, Instal tars shall provide temporary bracing per SCSI. IV 14659 9 TC DL 7. 0 PSF DATE 04/02/14 Snl ass noted otharwl se, top chord shell have properly attached structural sheathing and bottom chord ` hell have properly attached rl gle calling Locatl ons shown for permanent Lateral restraint of webs shat 1 have bract ng I nstal l etl per BCSI sect)ons B3 87 or 810, as app) cab)a �µy� BC DL 10.0 PSF DRW CAUSR7175 14092044 — ALPINE Imo ITW Building Components Group I n. (ITWBCG) shell not be responsible for any devlation from Ohls design, BC LL any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation& 0.0 PSF CA-ENG TSB/CWC bracing of trusses. Apply plates to each face of truss and post tl on as shown above and on the Joint w-' ' Detal I s, unl eas noted otherwl se. Refer to drawl cgs 160A_Z for standard pl ate post ti ons. A seal on this 'fC 7t IVA eq,,,/ TOT. LD. 42.0 PSF drawing or cover page listing this drawing, I ndi cafes acceptance of professional engineering ITws SEAN— 11935 Building Components Group,Inc. theponsl bl 1 I ty sol el y for the tlesl gn shown. The sul tab)I 1 ty and use of thl s des)gn for any structure 1 s Sacramento,CA 95828 resp notes bl I I ty of the Bul I tll ng D¢sl goer per arvG1/TPI 1 see.z. F¢r m e information a Thl a ab a �`�rigpwe C��'�� DUR. FAC. 1. 15 FROM RD general n tes page; ITW-BCG; www.Itwbcg,com; TPI: www.tpi net. WTCA, www.sbcindustry.c waw,I ccsefe.org cons EXP.17-41-15 SPACING 24. 0" JREF- 1V577175Z02 ICC; (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - Fl L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 DF-L #1&Bet. (g) Bot chord 2x4 DF-L #1&Bet. (g) Webs 2x4 DF-L Std/Stud(g) :M4 2x4 DF-L #2(g): Connectors In green lumber (g) designed using NDS/TPI reduction factors. Thi s "Hi p Frame" may be used i n place of purl I ns on the hip plane to brace the fl at top chord of hi p trusses. See detail drawi ng HI PFRAME0212 for additional Information. 4X5= A. 15 15 9-4-5 illil 0-0-4 ILL 0-0-4 2X4(D8R) 2X4(D8R) 7-5-10 7-5-10 14-11-5 Note: Al I PI ates Are 1. 5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RCT�r2006/TPI -2002(STD) Truss Components of (503)357-211$, "WARNING* READ AND FOLLOW ALL ryFT/RT=2OTES ON THI S%(OB%)/4(0) 12.03.03. 0 ` ! QTY: 1 OR/—/1/—/—/R/_ 8ss N Components nAent Cornelius Oregong ( 03)3 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. t� �0,.c SCaI e =.275"/Ft. Trusses requl re extreme care In fabrl Ceti ng. handl I ng, shl ppi ng, I nstal l l ng and bracln. Refer to end _ follow the latest 051 tion of SCSI (Bull ding Component Safety Informed on, by TPI and WTCA) for safety TC practices prior to performing these functions. Installers snail provide temporary bracing per SCSI. 41-' LL 25 0 PSF REF R7175 33238 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chore 14659 'Y'` TC DL 7. 0 PSF DATE 04/02/14 shall have a properly attachetl rl SCS ceiling. Locatl ons shown For permanent lateral rostral nt of webs r shat l have bract ng installed per SCSI sect,ons B3, B]or B10, as appl i cabl e. 1 � =0. BC DL 10.0 PSF NNWALPINE W Badding Components Group Inc. (I TWBCG) shell not be responsible for any deviation from this design, CA—DRW CAUSR7175 14092045 IINIINI any failure to build the truss In conformance wl th Ary51/TPI 1, or bracing of trusses. Apply plates to each face of truss and post fl an rasashown ndl I 9above pand on l theaJoi nt on _ Dotal I s, unl ass noted otherw1 se. Refer to drawl nes truss e & ..: _. BC LL CA- • ENG drawl ng or cover page l i sti ng this drawl ng, I ndi rates acceptance for oof prd pl ate al ani ons. p seal on this 7t is TOT. LD. CA ENG TSB/ ITW Building Components Group,Inc. the rest bI I 1 ty sol eoy for the tlesl SeProfessi oval gi neer^ng WC y dna° of thl s deo gn f°r a y strnetere I s /��„ QQ 42 0 PSF SEAN— 12016 Sacramento,CA 95828 Ponsi bl I I ty f the Bul I dl.i eepel goer pTPI n 1/TPM tBoc.2. For more i nformatl on see: Thl s J ob's general otos page; I TW-BCG: www,i twbc8.Com; TPI: www t i nit. /ghry.CHA DUR. FAC. 1. 15 FROM RO ICC: www.l ccsafe.org P erg' NTCA: www.sbci ntlustry.Com, FXP 12.31_15 SPACING 24.0" JREF- 1V577175Z02 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - Si) Top chord 2x8 DF-L SS 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 Connectors in reen lumber psf. 9 (g) designed using NDS/TPI reduction factors. Wind Ioads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-06 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Unbalanced snow Ioads have not been considered. R=-35 Rw=20 U=27 9 49-11-9 2-1-15 1 0-9-5 V or■ a MEM 1 8-1-2 0-3-8 R=32 4X5(61) i< 2-0-0 1< 1-10-3o-2-9 r`11-4 Over 3 Supports_I R=331 U=12 W=5.5" RL=48/-40 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) FT/RT=2%(0%)/4(0) 12.03.03.0 .: 7A. QTY: 2 OR/-/1/-/-/R/- Scale =. 75"/Ft. Truss Components o£Oregon (503)357-2118* WARNIN ** READ AND FOLLOW ALL NOTES ON THIS SHEETI Q 825 N 4th Ave,Cornelius OR 913 I MPORTANT" FURNISH THIS OEBI GN TO ALL CONTRACTORS INCWOI NG INSTALLERS �� TC LL 25.0 PSF Trusses require extrema care In fabricating, handl ing, shipping, Instal 11 ng and bracing. Refer to and REF R7175- 3 3240 follow the latest edlti on of BC SI (Building Component Safety Information, by TPI end WTCA) for safety , practi ces prior to performing these functlens, Installers shat, provide temporary bract ng per SCSI. �. - 14659 9 TC DL 7. 0 PSF DATE 04/02/14 Unless noted otherwise top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attached rlgie ceiling LocaY on shaven for permanent lateral restraint of webs f"%ji ,—" BC DL 10. 0 PSF seal I nava bract ng Inst all etl per Bcsl seat)ons 83, BT 610 s app]I cab]a ,_w+al! DRW CAUSR7175 14092046 not be Mir ALPINE any failure'to bulIdnthestruss In conforc. mance wlthIANSI/TPIr1, ors fora for any handl Ing,dshipping,fInstallatldenl&n - .� BC LL 0.0 PSF CA-ENG TSB/CWC bract ng of trusses. 0.pply ates to each face of truss antl post tl on as shown above antl on the idol nt ` Details, u^less notetl otherwise. Refer to tlrawings ibOA_Z for standard plate pesltiend A seaon tms 'FC 9�9 tiv TOT. LD. 42. 0 PSF SEAN- 11938 drawl ng or cover page 11 sti ng thl s drawl ng, i ndi cotes acceptance of professi onal engi neer)ng 72 1 �/ v ITW Building Components Group,Inc. enep esaen:i oYl i tl eVF.For the deal gn sown. The sul tab]I I iy and use of thl s des]gn for any structure I s Sacramento,CA 95828 y eF the Bul I dl ng Desl goer per ANSI/TPI 1 sea.2 Form e 1 nFonaaH on s Th,s Job's rsfiro ver CNpQ4 DUR. FAC. 1. 15 FROM RO general notes page; ITW-BCG: www.itwbcg.doe; TPI: www.tpinst.org; BTCA: www,sbcindustry.c A ICC: .I ctsafe.org con: RG) 11-35 SPACING 24. 0" JREF- 1V577175Z02 lIIl (O314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - S2) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x8 DF-L SS Botp chord 2x4 DF-L #2(g) 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere i n roof, CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC DL=6.0 Connectors in green lumber (g) designed using NDS/TPI reduction factors. psf. Wind Ioads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load desi gn. applied per IRC-06 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Unbalanced snow loads have not been considered. 11-5-9 1' 0-9-1 R=82 U=27 I 3-7-15 0-9-5 R=32 4X5(B1 -2-0-0 I 1-11-4 'l< 3-10-3 Over 3 Supports R=348 W=5.5" RL=74/-49 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) FT/RT=2%(0°x)/4(0) 12.03.03. 131p4ii0TY: 2 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-211 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI �( Sca I e =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97)13 IMPORTANT"' FURNISH THIS DESIGN TO pLL CONTRACTORS INCLUDING INSTALLERS. TC LL Trusses requl re extreme care I n fabrl earl ng handl l ng, shl ppl ng 1 nstal 1 I ng and bract ng Refer to and 25.0 PSF REF R7175- k. Follow The latest edition of BCSI (Balldln p 33241 proof cos for to g Component Safety I nformati on by TPI and WcCA) for safety �� 14859 TC DL 7. 0 PSF pr performing these functions Installers shall provide temporary bracing per BCSI DATE 04/02/14 Unless noted otherwl se top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locatl ons shown for permanent I ateral restraint of webs � �[/ shat I have bract ng Installed per BCSI sects ons 63 87 or B10, as apps,cable. =♦ BC DL 10.0 PSF pRW CAUSR7175 14092047 row ALPI NE ITW Building Components Group Ina (ITWBCG) shall not be r any failure to build the truss In conformance with ANSI/TPI 1, y sfcr am any tlshiphing from this dealgn, BC LL D. 0 PSF CA-ENG TSB/CWC bract ng of trusses. Apply pl etas to each face o£truss and for handl I ng hl phi on I nstal I atl on b e;;I Petal s, unless noted otherwise. Refer to drawin 160A- or stand a shown above d on the Joint n 9 drawing or cover page Il sting this drawln Indicotes acceptance far standard prtl a ate el engine. A al on this � weC T' '19Q1 �� TOT. LD. 42.0 PS ]) the bl l l ty sol el y for the design shown the sul tabl I I antl ys po fessi onal gi neeai ng PSF SEAN- 11949 ITW Building Components Group,Inc. responal bi I I i Y e f thl s deli gn for see: structure l s /�A/4N ya/.{�¢` DUR. FAC. 1 15 Sacramento,CA 95828 e of the G: I dl ng Designer per ANSI/TPI 1 sec.g2., For more 1 nformatl on sea: Thl s Job's Y•• FROM RO general notes page; ITW-BCG: www.ltwbeg.com; TPI: www.tpinst.org; rack www.sbcintlustry.cpm; ICC: www.i ccsafe.org EXP.12-31-15 SPACI NG 24. 0" JREF- 1V577175Z02 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - XG) Top chord 2x8 DF-L SS :T2 2x4 DF-L #1&Bet. (g): 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x6 DF-L #2 anywhere in roof, CAT II, EXP B, wi nd TC DL=4.2 psf, wind BC DL=6.0 Webs 2x4 :DF-L Standard(g) or DF-L Stud(g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind Toads and reactions based on MWFRS with additional C&C member desi gn. In lieu of structural panels use purlins to brace alt flat TC e 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. load applied per IRC-06 section 301.5. #1 hip supports 5-11-4 jacks. Jacks are BC supported. Corner sets are Truss desi gned for unbal anced snow Ioad based on Pg=25.00 psf, conventionally framed. Ct=1.10, Ce=1.10, CAT II & Pf=21. 17 psf. Extend sl opl ng top chord of truss and j acks to hi p rafter. Support Bui I df ng designer i s responsi bl e for conventionalconvent from)ng. #1 extensions every 2.00 ft to flat TC. Spaci ng of supports originates from JT PLATE LATERAL CHORD Gun hnails(O.135"x3.5",minl. Attach 2x4 I )bandldiiagonally brace2perODWGC .th 2-16P1213.Box No SIZE SHI FT 2.75 Support hip rafter with cripples at 2-9-15 OC. [ 3] W5X4 S .70 [13] W3 1 X5 2.25 L 1.50 [17] W1.5X4 S 2.75 6X8(R) III 1. 5X4 III 3X5= 6X8(R) III 11 Tz T 9 9 5-2-12 I— i_ 0-9-5 .4 U I. m U 0-9-5 T 1. 5X4[9] III 3X10= 3X5[13] = 1.5X4[17] III -1-2 5X5(A1) 4X5= 5X5(A1) L 5-11-4 4-11-15 2 f 5-11-4 '1` 4-11-15 I< 5-1-11 >I< 4-8-7 Jr_ 6-2-12 J. 4-11-15 5-11-4 (� 5-11-4 15-1-8 ,I_ 5-11-4 J i 27-0-0 Over 2 Supports >I R=2309 U=11 W=5.5" RL=127/-127 R=2309 U=11 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2006/TPI-2002(STD) FT/RT=2%(0%)/4(0) 14.02.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503 357-211$ **WARN'NG** READ AND FOLLOW ALL NOTES ON THIS SHEET! QC 825 N 4th Ave,Cornelius OR 9713 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. t�`'"D u�� TC LL 25.0 PSFR7175- Trusses requl re extreme care In fabricating, handl Ing, she ppi ng, I natal II ng and bracing. Refer to and Follow the latest edition of SCSI (Buil di ng Component Safety I nformati on, byTPI rr`` practl Des prior to perform)ng these functions. Installers shall and WTCA) for safety V TC DL '� REF33242 Ord ass noted ethanol se tap chord shall havesprovide temporaryl hamoh!n b-anci ng per Bcsl. 4+ 14659 4F:,;41,* 's'`rd 7. 0 PSF DATE 04/02/14 shat Is have a properly attached rigid cel I ng prLocetl ons t shown for upermanent sheathing aterala estd tralnt ofottom owebs steal have bract ng Instal I ed per SCSI sections 03 57 or B10, asapp)I cab)e. r ,: , �� - BC DL 10.0 PSF DRW CAUSR7175 14092049 �. ALPI NEImo W Bull tli ng Components Group I nc. (I TWeCG) shell not be responsible for �� BC LL any Pall Are to Aui l tl the truss I n conformance wl th ANSI/TPI 1, I any tlshi ppi on from thl s i one gn _ brat)ng of trusses. APP! iotas toor for handling she pp — g I the Jai 6 0 PSF CA ENG TSB/CWC Detail sPP Y p each face of truss and posltl on as shown above and on Joint unless noted otherwl se Refer to drawl ngs 160A-2 for standard plate pose ti one. A seal on this drawing or cover page list!ng this drawing, Indicates acceptance of profess'onal engineering 9� • � T 19�g • ...No TOT. LD. 42.0 PSF SEAN- 12176 REV ITW Building Components Group,Inc. ;he:pone:bl I I ty sol el y for the de sl gn shown. The su'tabl 1 I ty and use of thea deal gn for any structure 1 s Sacramento,CA 95828 ral noot si I 1 page: of t-e G; 1 ni. wbc,colt per ANSI/TPI , tet.2. FMA m a I sine! nduti ry s This Jab s �T4ii We GNp4Q DUR. FAC. 1. 15 FROM RO genera notes page; I TW-BCG; www,I fwbcg,corn; TPI: www.tpl nst.aro: MA: www.sbcl ntlust ry.c w'1 ICC: .I ccsefe.org corn; SPACING 24.0" JREF- 1V577175Z02 EXP.12.3-1-15 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0314252--CRAFTSMAN CONSTRUCTION & -13975 SW HIGH TOR DR. -- 13975 SW HIGH TOR D - X) Top chord 2x8 DF-L SS :T2 2x4 DF-L #2(g): 95 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(9) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wi nd BC DL=6.0 Webs 2x4 DF-L Std/Stud(g) psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wind I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-06 section 301.5. Right end vertical not exposed to wind pressure. Unbalanced snow Ioads have not been considered. Deflection meets L/360 live and L/240 total load. 1. 5X4 III 9 AT2 bXb�i 5-2-12 V 0-9-5 i A8-1-2 1. 5X4 III 4X5(B1) Lc-2-0-0—>J 5-9-8z k5-11-4 Over 2 Supports -->. R=440 W=5.5" R=225 U=27 RL=102/-59 PLT TYP. Wave Desi gn Cri t: I RC2006/TPI -2002(STD) ♦ FT/RT=2%(0%)/4(0) 12.03.03.0 QTY:9 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503 357-211$, ""WARNI NG"" READ AND FOLLOW ALL NOTES ON THIS SHEET! ��` VFF 825 N 4th Ave,Cornelius OR 9713 IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCUBI NG INSTALLERS. 4 TC LL 25 Trusses requl re extreme care In fabricating, handl l ng, shipping, Installing and bracing. Refer to and `\ 0 PSF REF follow the Iatest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety V R 7 175 l�� 33243 prfor to perForming these Functions. ,„sta„ars she„ provide temporary bracing per BCS). V 14659 TC DL 7.0 PSF DATE 04/02/14 practices Unless noted otherwi se, top chord shall have properly attached structural sheath)ng and bottom chord �. shall have a properly attached rlgitl cal 11 ng Local{ons shown For permanent lateral rest relnY of webs r BC DL 1 0. 0 PSF shal I have bracing instal etl per SCSI sect)ons B3, B]or B10 as app)I cab)e. 1 DRW CAUSR71 75 1 4092048 ng - ALPI NEim. anyTWa Sl l I di to Compentntstrussp I nconfo�CG)sl al l not ANSI/beef r'sponsi for eheorl i ng,d hi ati on,f I ost thl at desi 6n ti —•wia� brawl ng of trusses. A , or son BC LL 0. 0 PSF CA-ENG TSB/CWC PP Y pl alas to each face of truss and poll ti on as shown above and on the Joint w: •I' Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal o TOT.LD. 4 2. 0 PSF drawl ng or cover page I{stl ng this drawing, {ndi Gates acceptance of professional engineer{n n this TTW Building Components Group, Y sol el y for me Baal gn:haw„ rhe aul tabi l{t g QFC,' �g�ik QQ�' SEAN- 11927 esp'e5iblllt y antl use of th{s des) for Sacramento,CA 95828 p the ponos)bl I i ty of the BUI 1 tlf ng Desl goer per ANSI/TPI 1 Sec.2. Form e 1 nformatl on:en:, ne stThl s Job's �r,AN w”G"K DUR. FAC. 1. 15 FROM RQ general notes page; I www.{twbcg.cots, TPI: www.tpinst.erg: WTCA: www.sbcintlustry.c IGD www.ic„aafe.erg �" SPACING 24.0” JREF- 1V577175Z02 EXP.12 31-15 , CLB Wh;B BRACH SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR ISSPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB T-BRACE BRACING METHOD IS DESIRED. I BRACINCT; OR L-BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN / NOTES: (0.128"x 3.",MIN) NAILS. AT 6" O.C. BRACE IS A / A THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED MINIMUM 80% OF WEB1 , zz \ CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB MEMBER LENGTH �� BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. I / `m �� FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE ■ \/ BRACING. i`I T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE) SCAB BRACING: 2X3 OR 2X4 1 ROW 2X4 1-2X4 I APPLY SCAB(S) TO WIDE FACE OF WEB. 2X3 OR 2X4 2 ROWS 2X6 2-2X4 I NO MORE THAN (1) SCAB PER FACE. 2X6 1 ROW 2X4 ATTACH WITH 10d BOX OR GUN Al.---Sir 1-2X6 2X6 2 ROWS 2X6 (0.128"x 3.",MIN) NAILS. 2 2X4 ( ) AT 6" 0.C. 2X8 1 ROW 2X6 1-2X8 BRACE IS A MINIMUM 2X8 2 ROWS 2X6 2-2X6(*) I 80% OF WEB MEMBER LENGTH l • I SCAB BRACE T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE � I OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. j (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH _- % FACE OF WEB. --I �� ',WARNING READ AND FOLLOW ALL NOTES ON THIS SHEET. PFD POpQ Trusses require extreme care in fabricating handling shipping installing and bracing Refer to and follow 7 y TC LL PSF REF p t� mm 1--- - BCS](Building Component Safety Information by TPI and WTCA)for safety practices to forming CLB SUBST. (T I / 1�7 these fu t Installers shall provide temporary bracing per BCS] Unless noted otherwise etc chord 14858 7 '/// 1 / hell ha ltIAC DL pSI+' DAIFi, �/1/09fl II�� L PSF DRWG BRCLBSUB0109 /hV/I •'IMPORTANT•^ FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. Building Components Group IncN WIInc.failure to build the truss conformance with TPI or fabricating,handling,shipping,installing& , / bracing of trusses ITWBCG connector plates are made of 20/18/16GA(W,H/S/K)ASTM A653 grade 37/40/60 9 i fC.T' ry.. i" 'TOT. LD. PSF (K/Ws/H a)g 1 steel. Apply plat t h fa f truss.positioned shown above and on Joint Details 4R A seal o the drawing or t design r sh g dictes pt d professional engineering responsibility solely A [ ___ fors the tsuitability blit and u f thiscomponent for any building is the �,JH�,CHS' - — sibilit f the B ldi g Designerp ANSI TPI 1w Sec.2 DUR. FAC. Earth City,Ma 63045 ITW-BCG. .-t. beg, TPI.w •tpenst.corn,WTCA: .sbcindustry.cons,ICC:www.mesafe.org EXP.12-31-15 SPACING , For Let-In Ver-Licas 1 Po a Truss Plate Sizes 11 about , II Refer to appropriate ITV/ gable detail for minimum plate sizes for vertical studs. I °Refer to Ergineered truss design for peak, illIvvi-I------"Al \ • ' splice, web, and heel plates. 1 \\ 'C)If gable vertical plates overlap, use a �� / /,( ) single plate that covers the total area of 1 the overlapped plates to span the web. GabteTiiII- ---4);<-•/E1). y - .� Ve tical2X4 ® LengthExamplertyp- il cX4 • I I i • "T" Reinforcement Attachment Detail I� "T" Reinforcing Member-nber `T" Reinforcing • A 1-/ C1)-- Mer,ber �7 Tae-Wait, - Or - End-Hall • ,,, dol D l0 W J, of FK /1,4\ II To convert from 'L" ''o 'T" relnforcing members, Provide connections for uplift specified on the engineered truss design. multiply "T" Increase by length Chased on . appropriate ITW gable detaiD. Attach each "T" reinforaing member with End Driven Neils, Maximum allowable "7" reinforced gable vertical I� 10d Common (0.148"x 3.",rein) Nails at 4" o,c plus I length Is 14' from top to bottom chord (4) nails In the top and bottom chords "T" reinforcing member material roust match size, Rigid Sheathing Toenailed Nails, specie, ant grade of the "L" reinforcing member, 10dCommon (0.140"03",min) ec Toenails at 4" o� plus T 4 Na'ls N (4 toenails In the top and bottom chords, WP� Length11'1C1"EQStE W/ "T" Brace "T" Reinf, 'I This detail to be used with the appropriate ITW gabia detail for ASCE , Mbr, Size increase Relnf orcing ' wind load- _ __2x4 30 7. Member ASCE 7-98 Gable Detail Drawings A13015980109, 412015980109, A11015980109, 410015980109, Example, 2x6 20 % A13030980109, 412030980109, A11030980109, A10030980109 g ASCE 7-10 Wind Speed = 120 mph Gable Nails ISP 7-02 Gable Detail Drawings Mean Roof Height = 30 ft, Kzt = 100 Truss Spaced At / A13015020109, A12015020109, A11015020109„ 4,10015020109, P14015000109, Gnble Vertical = 24"a SP 00 4' ac A13030020109, 412030020109, A11030020109, A10030020109, A14030020109 "T" Reinforcing Member Size = 2x4 ASCE 7-05 Ga late Detail Drawings "T" Brace Increase (From Above.) = 30% = 130 ii • A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, ill 2x4 "L" Brace Length = 8' 7" A13030050109, 412030050109, A11030050109, A10030050109, A14030050109 Maximum "T" Reinforced Cable Vertical Length ASCE 7-10 Gabte Detail Drawings 1.30 x 8' 7" = 11' A11515ENC100212, A12015ENC100212, A14015E9C100212, A16015EN°100a12, I 418015ENC100212, 420015ENC100212, A20015END 100212, A20015PED100212, ll 4 Nal,s X A11530ENC100212, A12030ENC100212, A14030ENC100212, A16030ENC100212, 2 mm Ceiling 418030ENC100012, 420030ENC100212, A20030END100212, A20030PE0_00212 See appropriate ITW gabre detail for maximum unreirfor-ed -4th *.WARNINGH,B READ AND FOLLOW ALL NOTES ON THIS DRAW NG l e F REF LET-IN VERT w.IMPORTANT+ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEINSTALLERS. � 14659 I �'Trusses sa e are fabricating, handling, shipping, installing bracing, Refer to and DATE 2/16/12// / .alta to latest f BCSI (Building J f ty Information, by TPI and wTCAJ for BSetyprat- prior { performing t: functions. Installerspd temporary b g per CS[. Unless noted otherwise, top chord all h property attached structural sheathing a °, DBWG NBLLETIN0212. / -J chardshall have properly attached rigid ceiling. LocationsFor permanent lateral int of webs shall have bracing installed per ECSI sections Ai 87 or BIO, applicable.s ApPIY Plates tochh face ofl tr ofshow, aboved h Joint Details, l t 4w =e. .1�114 ' 9g�Building Components Group Inc. Refer drawings standard pl yJ •T, 1v or It'd BUtding Componepts Group Inc. t t b responsible f y deviation from this d- ry o, any T,� V COQMAX, "L LD, 60 PJFf 'd+ tn with ANSI/.PI I. r f handling, installation B. N% bracing f trusses. A seal on this drawing page I' t g this drawing, indicates acceptance pr f lg p ibikty ly Forthe design h Thear I d f this DUR� FA S, drawing y structure the s p rt f t/ Building Dig er ANSI/Ir 11 >e_c. EXP.12-31-15 C. A Y Earth City,MO 63045 For minformationtojob's' genera( I t ro s p g d theseweb it MAX ITWBoG, www.itwbcgcom s TPD www.wp'nst.org, WTCA. ww sbCrdust y,org; ICC' ww,ccsafe,. SPACING 240" Hp Fro. _u Frame B W4X4, Mn Hip /;� P4" Common W1�5X3 1 yp' 1 F �� Trusse_ Typ, ii .ru Stepped Hip 2x4 5°or s 1!// 2x4 Purlins System Trusses p p Setback j pn� Jdc #1 Nip Pitched and Sheathed /� 1 � �� Chord Area 1 i � Nip Frame + Bottom Chord W3X4, Min, ° Attach hip frame to flat choro of stepped hips W3X4, �Mln� �o� at all overlapping points with 2-10d (0148"o3") Hip Frame, R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10x1 common (0148"x3") -1-7-1////p--11 / nails �c� maximurI socing, Hip frame stops at plumb cut of Hip Frame � packs to maintain pitch continuity, _paS p I o n tp Him frame lur e Pc �p b_r is SPF, So, Pine, HF, / or DFL Standard, Stud grade, or better, �� See Engineer's sealed design for setback, ��./ � p� l � f umber, prating, loading; and duration factor required, �� f1 1f <' Hip frame chords may be trimmed tip to 2" to fit. p p purlins must be intact and properly attached / Setback — Stepped Hip Use this detail fore �—System Trusses ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Eo C, orHip Hip Frame provided b y truss manufacturer, ASCE 7 10, 120 mph,, 30' Mea, Hg.+ - pr� ASCE 7-05, 110 mph, 30' Mean Hot, Enclosed, Cat I, Exp C, or to fchords rame so° nip Frar,e to rs system where Sierei for flat � p ys em where indica ted, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Sop C, L� of" chord . - Structura l pa ne l s must b� properly attached h _ed direc tlyResidential, Wind TC DL-#422 poP Kst=100 To hip frons purlins PROp:WARNIN READ AND FOLLOW ALL NOTE ON THIS' DRAWING, 89wwIMTORTANT FURNISH .HIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS '7s REF HIP FRAME ////7-, ,/ „ / / p Tr sequin= t fabricating, h dl' 9hPP9t installing and bra qRefer to and DATE 2 14/12pp p p folio h edition BcI (B ld gc Component Safety Information, wtcA> for safetyArae p po9 I pd n aybracing per DOST 1 / s DBWu HIPFRAME02 these ave 1=/f php h a r'unctionsp pattachedstructuralsheathing a bottom p ry attached a ceiling Locations permanent n restraint i oFw ib p 'to pee t D3 o R.O, a applicable Apply plates to f t and positron above d the Joni Oetu':sunless noted otherwise •.,• Building Components Group Inc. Reser ,, arw.ing soA for standard piae oos t ons ITW /r� •�� AO s :Ira 6wB Building Components VP Inc =hail be responsible f y deviation p1, wing, any IFailureAQ1+ Guild 4 tconformancewith ANSI/Till r f h al B shipping,a I.b-ac g t A seal h dr page listing this Aa �AMW.G�f professional 99 F - solely f t design h 't pll t case drawing ' t hesoh Building p Nssin I and city,Mo 63045 For r f � tiee e Job's responsibility g dth ructune is he ec sites EXP.12-31-15 ITWBCG. www,'twbcgcomi TPI' wwb,tp'nst.p g WT_A, www tiacnaust rgi ICC, www ccsafe,or CALIFORNIA NIP PERMANENT BRACING DETAIL - END JACKS .SUPPORTED 48" o/c PERMANENT BRACING START OF TEP CHORD FLAT TOP CHORD. PURLINS START OF TEP CHORD EXTENSIONS. (SLOPING (TYPICAL) (CONTINUOUS) EXTENSIONS (SLOPING CRIPPLE SUPPORT LAYOUT Tl AT) zsx TO FLAT) SETBACK SETBACK I. COMMON —BLHN- -i -I_ mil 1 HIP RAFTERS' I� �' TRUSSES �1�■'�_I , ��.,.,j _.. .< \A-A I �! I� A / 1 1 H-H-:H.___1 ��j�I- 1 ;I _�#: HIP I ~ u i o CALIFORNIA HIP [ YSTEM TRUSSES 7 �� BRACED BAYI Ellv . 1 /I \\\1� � SET i1111 , /, ,, BACK l 1 I \y. 3%%'� % SET E�NhAIICACK �� SHEATHING. Permanent Diagonal bracing di Permanent diagonals forme braced bays, Re B-E PITCHED AND SHEATHED y_ peat at a=i. h p ends, (HERD AREA, Maximum interval eguals 20 ft, Note, The first braced bay at the Wind, Maximum wind speed 120 mph; Exp C, Cat II, 30 ft, mean roof height and #1 hip can be excluded when the Following conditions are met, 5 psf min dead load Connect cripples to rafter extensions with (6)l0d nails 1) Continuou purlins are attached to the flat top chord of the #1 hip, (0128x3"), and to top chord of hip truss and purlln with (3) 10d Halls, -OR- 2) The end jacks are sheathed with properly attached structural panels. Butt cripples to jack rafter and hip truss top chord, and provide connection for 36J# uplift each end (iTWBCG HT2,5 clip with 8d nabs (0131°x1.5") Note, Conventional framing, including cripples and their connections, is or equlvalenH not the responsibility of the truss designer, plate manufacturer, or A) Hip truss top chord B) 2X4 continuous purlln, 24" o/c typ, truss fabricator. Persons erecting trusses are cautioned to seek CT RIPPLES' o Cripple Location. (4' o,c, cripple spacing shown) advice of a local professional engineer regarding conventional framing. Cripples support extended top chords of end jacks, hip jacks, and hips Trusses shall be designed for the appropriate tributary area Material, 2X4 SPF, HE, DF-L, or So.Plne Standard/Stud/#3 min, ode Max cripple length = 6'3 Max, 40 of Snow Load + g p' g p- 14 psf Dead Load (D) Cripples and horizontal false top chords may be built Into truss. FIELD APPLIED OR BUILT-IN CRIPPLES. CRIPPLE IN PLANE OE TRUSSES �— — 1 p CRIPPLE S'ACIN.. COMMON End Jack Crinntesi Field cripple end 48 J pp jack extensions CHORD EXTENSION to flat top chord of a alternating �� (TYPICAL) nip trusses. � i0d nail, typ, I cn, � R.--SETBACK H �CC� • �1 �Iidd iB)� ,�tf Cripple IC) '� B) CB> rOD B> (D) CD), L aT h(B)� California Hip truss Parlin (B) �� _,,,,..--!.. ... ...........•('1L2L3i4L5L6 -1 It — 1 FA // i� �� G SETBACK no L_-- Top chord (A) Sect von — L__ -- S��v'PocCripple Connections, rRWARNINGREAD AND FOLLOW ALL NOTES ON THISSHEET. russ ' + '` REF CALIF, BR ACETr P are fat -t' g handling, shipping, g d b Refer to onorow aL .B-d g Component Safety b/ TPI d 'WT,(74) for v ty p octlees prior to tdrawings oef Is1,0-tabors rll p d p y bracing p BOSS unless noted @�? r For specific design DATE 2/04/2011��17111 / r properly tt ea structural, d bottom d mall na e aprop y attached d g'd e g. t r p re t restraint F webs shall have R i /- „y information,brat g tailed p BCS( -t' B3 A B7. S 0 job's ter page for more information ' ' DRWE BRCALHIP0211//F COIMPOR TANT00 FORNISH COPY OF THIS D 'ICH TO INSTALLATION CONTRACTOR, _ (iBuilding C rp t G ra p i TWg hall not be resp ons'he Por y d 'a'' f this �•.:0 -bn Building Components Group Inc. design, y it t Ila h s I. f rmance wit h TPI or fabric ti g handling, shipping,A bracing f trusses. ITWBCG for plateare mode of 20.. /IONS fWH/S/KJ ASTM 4653 C r1 98 �1/ grad 37.40/60 (K/W/HS) 9 eL Apply l t= pabecg d tac ibtYtf 'Ip ent foeigin Cr itNllS2tpftlT PI r s EXP.12-31 15 — Earth City„Mos9645 ITW-BCG www .w ti amTPI: ww nst.erm WTCH www 0bend„ST y.com, ICO wwccsar e,org SpacinCl24” oc, typ,