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Plans (80) Alpine, an ITW Company 8351 Rovana Circle Sacramento.CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VMA7175Z1609125954 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR Model Code: IRC �,i,,� p PRO" Truss Criteria: IRC2012/TP1-2007(STD) Engineering Software: • Alpine proprietary truss analysis software. Version 15.01. +�r� " 'gb�y Truss Design Loads: Roof - 42 PSF 9 1.15 Duration - r' Floor - N/A i•, Wind - 120 MPH (ASCE 7-10-Closed) Notes: v 9�.,.'fC7, 140 ' 1. Determination as to the suitability of these truss conponents for the �r/�Q�2 31 15 4 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 nunber is preceded by: CAUSR7175 Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12015EC1- Subnitted by CNC 12:59:51 12-09-2015 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 92044--A 15343182 12/09/15 2 92045--A1 15343183 12/09/15 3 92046--A2 15343217 12/09/15 4 92047--B 15343185 12/09/15 5 92048-411 15343186 12/09/15 6 92049--B2 15343188 12/09/15 7 92050--63 15343195 12/09/15 8 92051--C 15343196 12/09/15 9 92052--C1 15343197 12/09/15 10 92053--D 15343198 12/09/15 11 92054--01 15343199 12/09/15 12 92055--D2 15343200 12/09/15 13 92056--D3 15343201 12/09/15 14 92057--04 15343202 12/09/15 15 92058--D5 15343203 12/09/15 16 92059--E 15343204 12/09/15 17 92060--EI 15343205 12/09/15 18 92061--E2 15343206 12/09/15 19 92062--F 15343211 12/09/15 20 92063--F1 15343213 12/09/15 21 92064--F2 15343215 12/09/15 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - A) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Top chord 2x4 HF #2 120 mph wind, 20.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be desi n. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No g knots or other lumber defects allowed within 12" of notches. Do not See DWGS A1203OENC101O14, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel, bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5==- 1/1 X5I 1 7.7 ri iINNN, 4-6-12 // \� 0-7-8 I.� ■ ■ M b i i O -.- 0-7-8 ■ O M ■ V / \\\.//\\\\\/\\\\\\\\\\// / / r7/\ f r/,/--- , N] 1 18-2-10 3X5(82)(R) III 3X5(82)(R) III I. 5-3-0 _I_ 5-3-0 I10-6-0 Over Continuous Support ---.— R=179 PLF U=57 PLF W=10-6-0 RL=19/-19 PLF Note: All Plates Are 1.5X4 Except As Shown. PLT TYP, Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.01.02.0: QTV:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 •'IlMNING1.•REM AND FOLIO.ALL NOTES ON THIS ORANINGI �ti 04" 825 N4th Ave,Cornelius OR 97113 ••ItPORTANr•• FURNISH THIS,,lace.g ALL CONTRACTORS IICLUDIMi,HE INSTALLERS. .r,�u y y TC LL 25.0 PSF REF R7175— 92044 Trusses require extrema care In fabricating, handling snipping, installing and bracing. Refer to and follow `N .:'T'1• ,e latest edition of BCSI (Building Component Safety Information by TPI and WI-CA) for safety practices prior L? TC DL to performing those function,. Insteriers shell provide temporary bracing per SCSI. Unless noted otherwise. Ai..... 14659 7.0 PSF DATE 12/09/15 top chord shall have properly attached structural sheathing and bottom chord shall have ..r..firm.ceiling. Locations hewn for permanent lateral restraint of we a properly attached c,. ALF) NJ Ions Ba, Si or Bio ae applicable. Apply plates to each face of webs have bracing installed per dcst 1'"c"A BC DL 10.0 PSF DRW CAUSR7175 15343182 the Jo nt Details unless notetl othar.i sa. Refer to 7.,-,7:.7„:"A-:.;-..:.7.:7:::::-.::.::::::;.. rawing 1rWA- and Position as shown above end an '! ' I�a1 tt{' � gs Z forssiantlara plate positions. "� Alpine, a divlelon of ITN Builtl,n Components Group Ir,n.,hall t be responsinle for any aaviat,on rrom this BC LL 0.0 0 PSF CA-ENG BFR/CWC AN ITW drawing. any failure to build the truss n conformenba with Auslnpl I. or for handling, shipping, r, COMPANY Harlon a brat n of vases. ..:�. A`..l on this drawing or mayor + TOT.LD. 42.0 PSF SEQN 185034 nespmr.Ibility oolely for the aesllgn listing Thebsuitab'illi indicates of this dr of gr.alynst structure Is ,fyf ',Si.�� Tf gg49...4tGL 835]Revenge Circle re•ponaiblIity or the Bullar D.el .2 and""°'of uI•drawing for any•tfueture I•few per ANBI„pl 1 Sec.2. 0,,h W.Mk DUR.FAC. 1.15 FROM I KE Sacramento,C.A95828 For more information see this job's general notes ALPINE:www.alpinelbecom: TP1:www t Inst.o peso dna aces,wen slue:: _—. NTtA,a...e°""°dot y.com: ICC: d„afe.nrg SPACING 24.0" JREF- 1VMA7175Z16 (1215024--FOUR D CONSTRUCTION CO, -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.44 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= Pli / I \\ 4-6-12 li 0-7-8 0-7-8 /7 1.5X4 III q 1►i 18-2-10 ____3X5(62)(R) III 3X5(B2)(R) Ill L‹ 1 ' Lc1 ' H 5-3-0 >+� 5-3-0 L, 5-3-0 _j_ 5-3-0 J 10-6-0 Over 2 Supports --a.. R=532 U=26 W=5.5" R=532 U=26 W=5.5" RL=97/-97 Design Crit: IRC2012/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.01.02.4' rt. ,1TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-2115 "'4WRN1NG1••REM)ARD FOLLOW ALL J_r1 -- p l )) NOTES ON THIS DRAWING! TC LL 25,0 PSF 825 N4th Ave,Cornelius 012 97113 "'I�sT�" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '� Tresses require extreme re.n fabricating, handl ng, shipping, .1. .' REF R7175— 92045 the latest edition of BM (Buildingcare Com g' at installing and bracing. Rerar to and folior �a Component Saproy 'e tempo'ar by cand V/BCA) for ssty tedcoher'Prior w 1 4s 5 9�9 TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shell provide temporary bracing per BC61. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached {� rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per 8Cs1 I � BC DL 10,0 PSF DRW CAUSR7175 15343183 rrrrlllI A " sections 63, B]or u^D applicable. Apply plates to each face oft and position as shown above and o HL_,LES-" ' LH the Joint Details, lesssno d otherwise. Refer to drawings 160A-Z forstandardplate positions. 's l ' \VI Alpine, a division of ITR Building Components Group Inc, shall nut be responsible for any deviation from this BC LL 0.0 PSF CA—ENG BFR/CWC drawing, any failure build the r conformance with ANSI/TPI 1, or for handling, si.l'. AN IrW COMPANY ;nntellatron A bracing of trusses. ass .n shiPP ng �A 7:,174 tel =C:7:- re lro er eon., imp Ilatlnp this dfwlinp, IMIe.CN:111:::n::wr pr.raosIen.l.I,o„�wf,ro 9<p FC,7,19� off, TOT,LD, 42.0 PSF SEQN- 185031 r awiely for w design.lawal. Tha aultwbl l l .Iw N.. Ueslro A1r .tl,lptl,r.Is fT. V�'Oa�>W.`,1lI+A�' OUR.FAC. 1 15 FROM IKE N3i1 Reyna Circle responsibility br the Building Dahmer per ANSI/TDI 1 Seo,B. 1/ Sacramcnto,CA 95828 For more Information se this fob's general notes page and these web Sites: ALPINE:www,alpineitw.com; TPI: www,tpinst.org; BTCA:www.sbcindustry.com, ICC:www,lccsefe.org EXP.1 2-31-15 SPACING 24.0” J REF-• 1 VMA7 1 7521 6 (1 21 5024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x8 OF-L SS Webs 2x4 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 plf at 0.00 to 68 plf at 5.25 120 mph wind, 20.81 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 68 plf at 5.25 to 68 plf at 10.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2bldg, wind BC BC- From lb1D plfc at d.at to , .plf at 56,50 DL=6.0 psf. psf, BC- 944.25 Conc. Load at 0,56, 2.56, 4.56, 6.56 8.56 Wind loads and reactions based on MWFRS. 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 IRC-12 section 301.5. for dead load is 1.50. 4X5(R) III ON N 77 Zvz 4-6-12 NN l 6 0-7-8 i1/1 I ill I0-7-8 0-7-8 18-2-10 4X12 III 5X5(A1)= 5X5(A1) k 5-3-0 + 5-3-0 I. 5-3-0 —I— 5-3-0 k10-6-0 Over 2 Supports R=3085 U=201 W=5.5" R=2450 U=167 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02. g40F TY:1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 **MARNING1ie READ ANO FOLLOW ALL NOTES ON 1NIS DRANINGI Q1 825 N 4th Ave,Comellus OR 97113 ...mown... FURNISH THIS DRAINING TO ALL coNrnACTORS INCLUDING THE INSTALLERS. R Trusses require extreme care,n fabricating, handling shipping. Installing and bracing.Refer to and follow ,, R TC LL 25 0 PSF REF 7175 92046 the latest edition of SCSI (Building Component Safety Information by TPI and RTCA) for safety precticea for to ,..:."" -- Trusses g'� TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless otherwise, tea, �, top chord shall have properly attached structural sheathing and bottom chord shall have a , 41.664 rigid ceiling. Locations shown for permanent lateral restraint of w aheil have bracing Installed SCSI I r_. BC DL 10.0 PSF --,L�� *I sections as 87 or Bio as applicable. Apply Plate-to each face of era.-arm position as stows above ane onDRW CAUSR7175 15343217 i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine a division of 17S Building Components Croup Inc. shall not be responsible for any deviation from this • BC LL 0.0 PSF CA—ENG BFR/CWC AN MW COMPANY drawing, any failure to bulla the r conformance with ANSI/TPI 1, or far handling shipping, e�•. installation&brat ng of trusses. .. bilesThe end use e, ruer the _,.,_ 0 wv TOT.LD. 42.0 PSF SEQN- 185359'pJF� 7,tgA seal lb11tyee�lrofer cover wDe!IKI.ro this.rwtlN,qMIeeGe.et:11:n.MfnProo.elenet.ne t sne �, 4 8351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 see.$. 4 Y c W. ' DUR.FAC. 1.15 FROM IKE Sacramento,CA 95828 For more information s this Job's general notes Page end rhes&web s V SPACING 24.0" J REF- 1 VMA7 1 7 5Z 1 6 ALPINE:aww.alpineltw.com; Til: www.tpinst.org: STCA:www.sbclnaustry,com; ICC: www.iccsafe.org EXP.12-31-15 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - B) MS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :M7, M8, M9 2x4 HF #2: DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. (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 4X5=---7 load applied per IRC-12 section 301.5. increase factor for dead load is 1.50. WM 1 7 z \N. 7 —� 9 /: Q A7 \ i / M8 1 M7a) M9 8-8-4 9 i l'''N i If 7 IIIL ilii 0-6-0 1 �� ///////////,/////� ///////////////// // ,•/ /• �� /�/�� ,/ 7 18-2-10 i/ 3X5(B2)(R) III 5X5= 3X5(82)= 1E1 'J L 10-9-0 ,I— 10-11-0 I.< 21-8-0 Over 2 Supports R=115 PLF U=2 PLF W=12-0-0 R=89 PLF U=12 PLF W=9-8-0 RL=14/-15 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.01.02.,: i.. -IL QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503 357-2118 •'WARNIN01 aw READ AND FOLIAR ALL ON THIS BRIu p ( )) NOTES s INGI 'C� TC LL 25.0 PSF 825 N 4th Ave,Cornelius O)2 97113 "IlORTAYr"` FURNISH THIS DRuIxB 7D ALL CONTRACTORS INCLUDIND THE INSTALLERS. REF 87175- 92047 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer t,and follow \ • the latest edition of BCSI (Building component Safety Information, by TPI and'NrCA) for safety practices prior to 14659�'Y `. TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 411111 top chord shell have properly attached structural sheathing and bottom chord shell have a properly attached 1w rigid ceiling. Locations shown for permanent lateral restraint of fabs shall have bracing Installed per SCSI �, �.w+� BC DL 10.0 PSF DRW CAUSR7175 15343185 Ions B3. B]or B10 as applicable. Apply plates to each face of trues and position as shown Sheet and o the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. ,4�--L�� N Alpine a division of 1711 Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA—ENG BFR/CWC AN ITW rAMPANY drawing, any failure to build the truss in conformance with ANSI/TPI 1, or fur handling, shipping, ` �,*'•p nstallation aorating of trusses. SEQN-• 185378 A rowel Se thin:11::74:::mw.r peps listing CBIS Yfwilrq IhtllwtM eee.pt.ro.of ProhuilaeaI /� a cf-Zr TOT.LD. 42.0 PSF A saltlbll lty Wil..... i listing tui ZemI l ity rtl w of ula z.:1ng}br.wry:I engineer. is 74 , v•�I 19$9 fir 8351 Rovana Clltle responsibiIila'or the Building Designer per ANSI/TPI T Bee.1. W/4 u,,CHPQQ DUR.FAC. 1.15 FROM IKE Suramento,CA 95828 For more information see this job's general notes page and these web sites: p7�I -- ALPINE:awa.alpineitw,cam: TPI, www.tpinat,org; MCA:waw,sbcindostry.com: ICC:aww.Iccsefe,org SPACING 24.0" J REF-• 1 VMA7 1 75 Z1 6 FXP.1?-11-15 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D!HENS IONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= II NNN / \ 79 1.5X4\\\ 1.5X4 8/W3 NN 9 / \\\ \\ 8-8-4 ,! N / �=1— cz _ 0-6-0 0_7_B -- 3X5= 3X5= 3X5:----=— '= 18-2-10 3X5(B2)(R) III 4X5(B2) LEI 'J 5-4-12 _I_ 5-4-4 I_ 5-4-4 J_ 5-6-12 7-2-3 I` 7-1-11 'I' 7-4-3 L- 10-9-0 ,I- 10-11-0 -1 1` 21-8-0 Over 2 Supports R=1019 U=63 W=5.5'i RL=154/-163 R=950 U=47 W=5.5" Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0% /4(0 15.01.02..7 .p2iop. $TY:10 OR/-/1/-/-/R/- Scale =.312511/Ft. Truss Components of Oregon 503)357-2118 wafARNINDIww REM AND FDLLOD ALL NOTES ON THIS DENING! �{4 825 N4th Ave,Cornelius OR 97113 ..INPORTNIM. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 92048 Trusses require extreme care In fabricating. handling, shipping, installing and bracing. Refer to and follow `'l1r,~ the latest edition of BCst (Building Component Safety Information, by TPI and DTCSI far safety practices prior ,......6.1�... 14659_�'� TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per tics!. Unless noted otherwise. wr. top chord shell have properly attached structural sheathing and bottom chord shall nave a properly attached en rigid ceiling. Locations shown for permanent lateral restraint of webs anon have bracing Installed per Besl BC DL 10.0 PSF DRW CAUSR7175 15343186 ,4�L�)= sections B1 BT orrB10. as applicable, apply plates CO each face bf trusssix position as shown above end on I'-. J L� the Joint Details, less noted otherwise. Refer to drawings 16DA_Z for standard plate positions. I Alp n a div f I1D Building Components Croup Inc. ,hall not be responsible far any deviation from this A,.,i",e, BC LL 0.0 PSF CA-ENG BFR/CWC drawing any failure to build ba truss conformance with ANSI/TPI 1, ur fur handl' shipping. AN ITW COMPANY installation a bracing of trusses. "g' hi A Neil.n this drawing or sewer pap.listing this draw 4)- AFC,T 19�°'til TOT.LD. 42.0 PSF SEQN— 185342 responsibility solely for the design shown. The suitability lIM d 0..a.aepts dr.r drawing .professional engineering lwg rwapenalbl I I f the Building ..d�-•of tDl.drwing for any atrilb�r.,.the FROM IKE 8MM Rmuna Circle ty a rg Designer per ANSI/Tpl 1 Seo.¢. lj4N Ww 6- DUR.FAC. 1.15 SxlBmonto,CA 95828 For more information see this Jobs general notes page end these web sites: ALPINE:wwn.alpineltw.com: TPI: www.tpinst.org;TITCA:waw.sbciMustry.com: ICC: waw.locsafe.org EXP.12-31-1 5 SPACING 24.0" J RE F- 1 VMA7 1 7 5Z1 6 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - 62) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT I1, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: :Lt Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= �/� .ate NN 1.5X4% 7 1 .5X40 W3 ir''' 1 \ N / 8-8-4 / W2 N. \NNX, N. 77 / / 0-7-8 Afa,Z / � 0-6-0 _ Lll _ b = m• T- 3X5(82)(R) III 3X5 18-2-10 3X5= 3X5= 4X5(82)= ,` 5-4-12 I 5-4-4 5-4-4 7-2-3 7-1-11 5-6-12 7-4-3 L.- 10-9-0 _I_ 10-11-0 _I I< 21-8-0 Over 2 Supports R=944 U=50 RL=144/-145 R=952 U=50 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2% 0%)/4(0) 15.01.02.8„"f 1—;;i !TY:S OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 awfANIINGI ee READ AND FOULS ALL NOTES ON THIS MAOISM 825 N 4ih Ave,Cornelius OR97113 ..1 ,RrAur.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 25.0 PSF REF R7175- 92049 Trusses require n fabricating, handling shipping, installing and bracing.Refer to and follow tthe latest ditionaofrSCSI (Building Component Safety Information, by TPI and MICA) for safety practices prior performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. /f.� 1 46 5 9�7 ` TC DL 7.0 PSF DATE 12/09/15 top chord shall have properly attached structural sheathing and bottom chord shall have `' r rigid cell ng. Locations shown Por td a properly attached / permanent lateral restraint of webs Snell nava bracing Installed par SCSI rt/.. BC DL 1 0.0 PSF P A �^I aeetlens ea ST ar u^D as applloible, Apply plates to each taco o antl position as enpwn obowe and a DRW CAUSR7175 15343188 A IQ, „ ' the Joint Details ass noted nerve se. Refer to drawings 160p_Z forsste lard plate posit ons, n ' \VII I Alpine, a y failure otoIbu build the truss conformance Imo. h AN nwt na rorforlhan fir any dppiatidh tram this BC LL 0.0 PSF CA-ENG BFR/CWC AN 17W COMPANY drawing, any fa Here nal m ne r wnfarmenw w cn ANSI/TPI vTpl T. or far handling, shipping, !,:' installation&bracing of trusses. Aping. -. A seal on thle drawing or bower page listing this drawing, indicates engineering .p/ QFC• 7 ti9$°' 44,`V TOT.LD. 42.0 PSF SEQN- 1 85345 reepansiblllty solely for the design shown. The suitability end use of this drawing for any structure Is the Q 1351 Rovdnn Circle ty of the Building Designer per ANSI/TP1 1 See Z SSrlsmcnto,CA958?8 more f/dlf/My,00 DUN.FAC. 1.15 FROM IKE For mo information see this job's general notes page and these web sites: SPACING 24.0" J REF- 1 VMA7 1 75Z 1 6 ALPINE: eww•alpInelte.com: TPI: wuw.tpinst.org. OTCA:arew.sbclnduatry.com; ICC: wee,Iccsafe.org EXP.12-31-15 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - 63) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.71 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding load one face, and 24,0" span on opposite face. Top chord must design. not be cut or notched. See Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracinngSrequOirement01014, GBLLETIN1014, & GABRST101014 for gable wind applied per IRC-12 section 301.5. s. + Provide lateral bracing for inset chord. Attach nailer Deflection meets L/360 live and L/240 total load. Creep increase at edge of lower roof diaphragm, or use factor for dead load is 1.50. purlins at 24" oc. 4X5= 1 3X7 i 1 9 / + \\ i /z 8-8-4 \ i \\ � g 11 + i i �\ i + iii j TZ �\ i 0-6-0 0-7-8 i 1 II ! 11 V 1 r/�////////i/////,////////////////,//////�j////////,i//D,/////l, / /// � -x-18-2-,0 3X5(82) R) III 3X5= 3X5(62) k 14-8-0 ›,..c 7-0-0 L— 7-1-5 ..I__ 3-7-11 ,I_ 3-6-7 -1.4s1.<9. 7-0-0 J k21-8-0 Over 2 Supports R=74 PLF U=3 PLF W=21-2-8 R=594 U=57 W=5.5" RL=8/-8 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02.1.40,411n:," STY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-2118 aaW11RNING1 mw READ AND FOLLDN ALL NOTES ON THIS IRARINDI 825 N 4th Ave,Cornelius OR 97113 ,.INPORYANT•• FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S� TC LL 25.0 PSF REF R7175- 92050 Trusses require a in fabricating, handling, shipping installing and bracingRefer to and follow `' f the latest editioneoofeBCSi`(Building Component Safety Information by TPI d wTCA) for safety practices prior kp fig TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per.CSI. Unlessnotedotherwise. ,0111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 0.0 PSF rigid ceiling. Locations shown r permanent lateral restraint of webs shall have bracing Inetaned per aesl 1 �• ..• BC DL ,4 n �0�= I TM aao Ions 83, BT 010 8a eppl lcable. Apply plates to rasa or trussandposit as ancon above and on DRW CAUSR7175 15343195 III--, the Joint Detail I noted otherwise. Refer to drawings 160A_Z for standard plate positions. L , Alpine a dive f ITN Building Components Croup Inc. shall not be responsible for any deviation,from this p., 111./d,/ BC LL0,0 PSF CA-ENG BFR/CWC drawing any failure to build the truss in conformance with ANSI/TPI 1, ur fur handliAN ITW COMPANY installation a bracing of trusses. ng, anippng.A seal en this drawing er ewer peg.listing thea drawing, Indleet..eeeept.wd.Cf professional engineering •f/ rfC 7 t`� TOT.LD. 42.0 PSF SEQN- 185348 racpmalDilIty w.1.lY fen Tris drl0n•I,w.n, 'The.u1teDlllq slid w of L,Is drf.l„g fen wiry etructur.is the8351 RovanaCircle responsibility.r the wilding Designer per ANSI/Tpl 1 Sen.:. ''�T/4Nw• e DUN.FAC. 1.15 FROM _I KE Sacramento,CA 95828 For more information s this Jobs general notes page and these web s ALPINE: .wa.alpineitw.com; TP1: www.tpinst.org;WTCA: wr.sbclndustry.cwn: ICO: 'waw,lccsafe.org EXP.12-31-15 SPACING 24.0" J REF-• 1 VMA7 1 7 5Z 1 6 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - C) THIS DIM PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 21.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP 8, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24,0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12' of notches. Do not See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. 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 IRC-12 section 301.5. factor for dead load is 1.50. 4X5.= !A 9 --N. 9 Nil"N"'N., Ns-2N \N 5-9-0 IN NX / m� 0-6-0 r. : : :Ii : 1 p -- : 0-6=0 I / / / //////////////////////////,///////////,////// / �/ / fl 18-2-10 t 3X5(B2)= 3X5(B2) 7-0-0 „I_ 7-0-0 J l14-0-0 Over Continuous Support R=95 PLF U=7 PLF W=14-0-0 RL=7/-7 PLF Note: All Plates Are 1.5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02.1' aV: liTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 '1Iol1RNl RNI H• READ AND UG TO ALL WOES OilIU S DRAWING! REF R7175- 92051 825 N 4th Ave,Cornelius OR 97113 "IT FURNISH THIS ogA•INIA TO Au cgNrgACTggs=LURING THE INSTALLERS. 5 TC LL 25.0 PSF Trusses require extrema care in fabricating hanc ing, shipping installing and racing.Rifer Y and follow ef, the latest edition of BCSI (Building Component safety Information, by TPI d snGAi for safety practices p wt's 14659 $ . TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unlessnoted otherwise.r t" A 1 7 4 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� regia ceiling. Locations sloe„for permanent lateral restraint or woes shall nava bracing installed per ecsl I� BC DL 10.0 PSF DRW C USR7 5 1 53 31 96 ,4��` sections BBS, Ni or BIG as applicable Apply plates to each face of trussand position as shown above and an Jine paint Geta,l=. wnlaaa _tad otbe wise. Refer to drawings,BGA_2£artandard pieta paa,t;ana. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine tl v-s ion of IOW Builtling Components Group Inc. shall,wt ba raspunsible fiur any tlevlat,on£rum this a,r,� ;�. drawing. any failure to build the truss in conformance with ANSI/Tpl ,, ur for 21741 ng shipping - AN IOW COMPANY installation z bracing of trusses. A .'F B% `*.r. TOT.LD. 42.0 PSF SEAN- 185340 awl on thee drawing or esrar ppe listing thea arwlr�p lMiwtee=costume of prerw.lanrl engineering 1 C 7,19 Q�4 reaponeibil Itr aelelx for the design whom. The suitability.,w w or this arming far any structure Is the 1,, 4"4: ��$ DUR.FAC. 1 15 FROM IKE 835]Rlrvuna Circle reepeneibl l lty or the Building 0i/signer per ANSI/TPI,Beo.t. SBsremonto,CA95828 For more information see this job's general notes page and Chase.web cites, SPACING 24.0" JREF- 1VMA7175Z16 ALPINE: www.alpineIEa cow; TPI: www.tpinat,org;WiCA:awa.zbclntlustry,t,,e ICC:www.Iccaafe.org EXP.12-31-19 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 21.34 ft mean heti ASCE 7-10, CLOSED bldg, located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6,0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1)sir 91 N, N...... N. 9 5-9-0 \/ ~,\N N / \ b %/777 \\ 0-6-0 /1 ■ N li— -- — III 0-6-0 18-2-10 1.5X4111 4 3X5(B2 ------ 3X5(82) 3X5(82) 7-0-0 {< 7-0-0 :.-I I, 7-0-0 _I_ 7-0-0 k14-0-0 Over 2 Supports R=612 U=22 W=5.5" RL=92/-92 R=612 U=22 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02.i: c +•BRo Y:5 OR/-/1/-/-/R/- Scale =.51'/Ft. Truss Components of Oregon (503)357-2118 •*EARNING+ww REAR NIB FOLIOS'ALL MOTES ON THIS DIMING! m` 825 N4th Ave,Cornelius OR 97913 •*IM'ORTMRnr +IAN THIS DRAWING TO ALL COWIRACTORS INCLUDING THE INSTAI,wwe_ ,``5 TC LL 25.0 PSF REF R7175- 92052 Trusses require extreme c re in fabricating, handling shipping Installing and bracing.Refer to and fallow the latest edition ion of WSJ (BuildingCon to performs Installers Safety Ie tempolar by TPI and!SCS) for lessty practices Psion � 46 .toped these functions. Installers snail provide temporary bracing per SCSI. Unless noted ticotherwise, 1 59 ` TC DL 7 0 PSF DATE 12/09/15 chrd shall have properly attached structural sheathing and bottom chord snail nava ed rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracingInstarly lled +'/ BC DL 1 0.0 PSF TM i 66,�6T er DTD. a npplicble. q l DRW CAUSR7175 15343197 ALP) A I the J Details, as PP Y Plates to each race of truss and position as shown above and a ' \VI ils les noted otherwise. Refer to drawl 160A- p positions, �a standard lata BC LL 0,0 PSF _ I Alpine, division*i ITN Building Components Group Inc. shall not responsible fur any dev,atier,from this e;:� _1' CA-ENG BFR/CWC AN ITW COMPANY dreaminstal/at ion failureu build the r conformance with ANSI/TPI 1. or for handling, shipping, _ bracing• *f trusses. 4> ''5c 7 i0° � ' TOT.LD. 42.0 PSF SEQN- 185337 A awl w this drawing or*wear papa listing this drawing. Indicates monodrama Sr profeaalmrl engineering raep*nelblllty/solely for the design snow. The suitability and w*f eels drwlng for any structure is the Q 8351 RovnnuCircle reep*neibi l sty of the Building Assigner per ANGI/TPI 1 Seo.:. sT14N yj G DUR.FAC. 1.15 FROM IKE Sncrammcnto,CA 95828 For more information see this Job's general notes page and these web sites: LP _ AINE: eww.alpineltw,com; T%: ww.tpinst,org;WTCA:weer.abcindustry,com; ICL:ew,iocsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VMA7175216 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - D) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :M7, M8, M9, M10, M11 2x4 HF #2: DL=6.0 psf. Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. (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 IRC-12 section 301.5. for dead load is 1.50. 4X5= 7/27-7' . ' M9 M8 M10 I 9 M7 1 (a, (a)(a M11 I 9-7-8 :70 0-7-8 / , 0-7-8 1g ifigLi;IN 77. T 3X5(B2)(R) III 3X5= 3X5(B2)(R) III L1'J L1 J L— 12-0-0 —L— 12-0-0 -I k24-0-0 Over 2 Supports R=174 PLF U=1 PLF W=14-0-0 R=170 PLF U=22 PLF W=10-0-0 RL=25/-25 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TP1-2007(STD) PLT TVP, Wave FT/RT=2%(0% /4(0) 15.01 .02.1:ty A+: •. *TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-2118 ••EARNINOI•• READ AND FOLIA/ALL NOTES OM THIS URNINCI TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING ID ALL CONTRACTORS INCLUDING THE INSTALLERS, REF R7175— 92053 Trusses require n fabricating handling, shipping, installing and bracing.Refer to and follow �? the latest edition ofrP051c(Building Component Safety Information. by TPI and WTCA) for safety practices prior � - 14659�9`' IC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. r„„.40 .` r — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI I e i, 1 ...tions Ba B]er Bio applicable, Apply ,.�..al� BC DL 10.0 PSF DRW CAUSR7175 15343198 A L L0)=N �I as pp y plates each race of for truss position as shown above end an �fl'-1 the J Batelle, less noted otherwise. Refer to drawings 180A-Z for standard plate positions. 1 division f 1TW Building Components Groep Inc. shall not tre responsible for any deviation from this . BC LL 0.0 PSF CA-ENG BFR/CWC ng y failure to build the truss in conformance with ANSI/TPI 1• or for handling shipping, ''‘;:l.:110,0571 V AN ITW COMPANY installation p bracing of trusses. FC, 4�g �^' TOT.LD. 42.0 PSF A...I an thin drawing ar caber peg.listing this drawing. Indicate*aeaptanw of professional engineering9/ 7, t Q�Sr SEQN- 185018 responsibility solely for the design alm,.n. The suitability and u«of this drawing for any structure i . 8351 RovanaCilcle r«pw,slbl I Ity or the building Designer per ANSI/TIO T See.a. r'�Mwf('j�� DUR.FAC. 1.15 FROM IKE Sacramento,CA 95828 For more Information see this job's general notes page and these web sI ALPINE:ewww w,alpinelt .cbe; TPI:we .tpinst,org;WTCA:ww,,sbcindustry,Com; ICC:wwui,lccsafe,org EXP.12-31-15 SPACING 24.0" JREF- 1 VMA7 1 75Z 1 6 (1215024——FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 14 -- TIGARD, OR — D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6,0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= .i ivz 1 .5X40 \ \1.5X4* 7777', W3 /w i 9-7-8 9 F-7. \- W2 ] 9 0-7-8 / \ . \\ 0-7-8 3X5= 3X5= 3X5= \ T -. 9-1-2 3X7(B4)(R) III 3X7(A2) Iv L1 1-1 .-1 k6-0-0 I_ _6-0-0 i_ 6-0-0 I` 8-0-0 �l 8-0-0 'I I_ 0-0-0 '"i l 1_ 12-0-0 _I— 12-0-0 1 k24-0-0 Over 2 Supports >I R=1123 W=5.5" R=1123 W=5.5" RL=178/-178 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0 15.01 .02.s s ,fobs TY:15 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 *.IB RNIN01..READ AND FOLIO,ALL NOTES ON THIS DRONING! 825 N4th Ave,Cornehus OR 9713 •'uraRTAIm• F11O11511 THIS IIRMINIl TO ALL CONTRACTORS IACLIAIND THE INSTALLERS. f/L��c. (� TC LL 25.0 PSF REF R7175— 92054 Trusses require extreme care in fabricating, handling, snipping, installing and bracing.Refer to and follow \Ji741411 the latest edition of SCSI (Building Component Safety Information by TPI and*TCA) for safety practices prior MM to performing these functions. Installers shall provide temporary bracing per SCSI. Unless ted otherwise. `' t 1 14859 TC DL 7 0 PSF DATE 12/09/15 top chore snap neva properly attached structural sheathing and bottom chord shall have a properly screened 'a rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per acsi I BC DL 0.0 PSF AIIIIr(TTTII' A I -..tion.ea BT of Slo as apPllcable. Apply Plates to each face of t and position as shown above and o 1�--^a' DRW CAUSR7175 15343199 1�� " ' the Joint Details, unless noted otherwise. Refer to drawings lboA-Z fora standard plate positions. ' \V1 I Alpin a division of ITN Building Components Group Inc. shall net be responsible for any deviation from this .: .• BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling shipping y AN ITW COMPANY installation a bracing of trusses. AAAaa..!we rola arrinp ar wee.r ppa Ustinp this arwlro. lndloae».00.naan.of prohaalen.i 9 fC T, 19'9 �H~ TOT,LD. 42.0 PSF SEAN— 185015 pmnalblI lay wolaly far elle deal:, , T e.ultebl1 icy aha uaa of thin ara.l for Ny11n..r11p f 4 reepanelbillof "° `a "'" sr7'4NW.CNkAQ OUR.FAC. 1 15 FROM IKE 8351 Rpwna Circle ty the Building Designer per ANSI/TPI 1 lic.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: -- ALPINE:sew.alpineltw.com. TP1: aww.tpinst.org;WTCA:wwr.abclndustry.com: ICC:www.iccsefe.org EXP.12-31-1 5 SPACING 24.0" J REF- 1 VMA7 1 75 Z1 6 (121 5024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - D2) THIS O PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= iN -r 9 1.5X4$��' 1.5X4/8 W3 / g F-777 � 9-7-8 \ W2 / \ , , / \�\ 0-7-8 /77.. \ / \ \ \` ''':'7 \ \\�. 0-7-8 T 3X5= 3X5 3X5= T9-1-2 i 3X7(64)(R) III 4X5(62)(R) III 1.1 ..1 I_ 6-0-0 8-0-0 _ 6-0-0 8-0-0 I_ 6-0-0 'i' 8-0-0 1_ 6-0-0 f h L— 12-0-0 I 12-0-0 l24-0-0 Over 2 Supports ,I R=1124 W=5,5" R=1048 W=5.5" RL=160/-168 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02,0' Aclrl.ow QTY:3 OR/-/1/-/-/R/- Scale =.25"/Ft, Truss Components of Oregon 1503)357-2118 " RN �AING1•• Row AND wI IoW ALL NOTES OM THIS DRMINGI 825 N4 Ave,Cornelius O 97113 "1EyORTANr'• FURNISH THIS DRAWM DRAWING TO ALL LDNIC ORS MOUSING TOE INSTALLERS. %, T W TC LL 25.0 PSF REF R7175- 92055 Trusses require e n fabricating handling, snipping, installing and bracing.Refer to and follow the latest edition of functions. Component Safety Information by TPI and WTCA) for safety practices prior lC:► TC DL 7.0 PSF DATE 12/09/15 to performing these functions. InstallersshallProvide temporary bracing per BC51. Unless noted otherwise. ci�A '1 46 r�y 4 l' top chord shall have properly attached str tural sheathing and bottom chord shall have a properly axtachetl �. rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 10.0 PSF 1I'�I' sections 83 87 or a,o, s appliecable. Apply s DRW CAUSR7175 15343200 ,4 � a d y s pp y Refer to face of trusstantl positionlate as shown tion ebavP and on I the Joint Details unless noted otherwise. Refer t wigs 160A_Z pors tlartl plata positions. Alpine sion rT ITN Buleding Cumpona s Group Inc. sgail oat be respa isle Tor any tleviatiun from tg,a BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY inswing. any brace to f trusses. ru ne r n u.nforanre w�tn ANsliTnl ,, rr nannling snivp i.g •:•.:. installation&bracing of truss f. A ewwl an this erring or cover pegs listing this drawing. Indicates tee f .< n% �� TOT.LD. 42.0 PSF rmwponsibility solely Ter the design shown. Ths aulbability end use or thisgdrawing Twforal O1yl acture i t F� �''qP47 SEQN-• 185021 8351 Ruranacircle responsibility or tlw.Building Drsign.r per ANSI/TPI,s.e.E. any structure is the 4,0b. M. .CO' DUR.FAC. 1.15 FROM IKE SBel0011o,CA95828 For more information see this fob's general notes page and these web sites: _ ALPINE: .elpineitw,com; TPI:www.tpinst.org:WTCA: www.sbcindustry,com; ICC: www.lccsafe.org SPACING 24.0" J REF— 1 VMA7 1 752 1 6 EXP.12 31 15 - (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. 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 IRC-12 section 301.5. factor for dead load is 1.50. 4X5(R) III / \ .7 NST 9 1 .5X4$ \ \ NN5� \ N9-7-8 9 r/ \) W2� NN ,,- \ �� \\A 1.5X4 III 0-7-8 j Z ' \ (a)T �a \__/ -- --\_� 9 1-2 1-0-0 3X5= 3X5= 3X5= 4X5= I 4X5(B2)(R) III L1 'J L 6-0-06-0-0 6-1-7 _r 8-0-0 '1' _ 8-0-0 L 7-6-0 5-4-9 I_ 12-0-0 -I- 11-6-0 _1 1 23-6-0 Over 2 Supports R=1096 W=5.5" R=1033 RL=158/-164 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02.0, 04 .4 n� TC LL 250 PSF QTY:2 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-2118 ""EARNINGI"" READ AND FOLLOW ALL ROTES ON THIS MARINO! �G* F . 825 N4th Ave,Cornelius OR 47113 "'IIPNC ORTANP• FURNISH THIS DRAWING TO ALL DDInRACTORS INCLUDING THE INSTALLERS. REF 87175- 92056 Trusses require extreme cora In fabricating handling, shipping installing and bracing.Refer to and follow \ e the latest edition of SCSI (Building Component Safety Information. by TPI and WICA) for safety practices prior Ps to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. � 14859 v 9 TC DL 7 0 PSF DATE 12/09/15 fs top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. locations shown for permanent lateral restraint of subs shall have bracing installed per I:r SCSI BC DL 10.0 PSF DRW CAUSR7175 15343201 ,4 r �Ol- sections 83 57 or 810, as ppilcable. Apply plates to each face truss and position sownabove u o I'll-_ J L , the Joint D tails, unless noted otherwise. Refer to drawings 160A-B for standard plate positions. I Alp division of ITS Building Components group Inc. shall not be responsible far any deviation a tion from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, y failure to build the truss in conformance with ANSI/Tpl 1, ur fur handling, shipping, " •,i AN ITV COMPANY installation A bracing of trusses. ,. ... g [�' TOT.LD. 42.0 PSF Aessesl on this dresitg or cover papa listing thla drawing. Indicates acceptance of profesolonal snginearing • ��C T,tg� AV SEQN- 185024 penial lIty solely for the design Moen. The euIGblIlty medusa of thin drawing for any etruaturw Is the } S FROM IKE 8351 RomusCIIDIC responsibility of the dlildinp Designer ver ANSI/TPI 1 sec.1. /'1�Wr/s��4� DUR.FAC. 1.15 Sacnolcnto,CA95828 For more information s this Job's gemerai no s page and these web sites: AY V ALPINE:ww.alpineltw.roww m: TPI: www.tpinat.org;WTCA:w .sbchdustry.com, ICC:w .iccsafe.org SPACING 24.0" J RE F- 1 VMA7 1 75Z 1 6 w EXP.17-R1-15 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - D4) THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III ' 77 '''''''111 s l // 2-1-8 0-7-8 1111 II1 1 " 9-1-2 r 1.5X4111 3X5(82)(R) III 12 H-1-8-4 )1---1 2-0-0 Over 2 Supports I 'I R=174 W=5.5" R=74 U=6 RL=38/-26 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02.1' ,I <'�.4 QTY:10 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 'yUARNJNGI••READ NIB FOLLOW ALL NOTES ON THIS ORNBI , 25.0 PSF REF R7175- 92057 825 N 4th Ave,Cornelius OR 97113 .•IIPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T„E INSTALLERS. �'`'�� . TC LL Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and ruliur ,r•`� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior V� o performing these functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise. 1,1859 fiQ TC DL 7.0 PSF DATE 12/09/15 01141114 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling, locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI .l BC DL 10.0 PSF DRW CAUSR7175 15343202 ALP)_ sec I S3 ai57 510 6s appinoted otherwise. Apply platys to weaching face of For and position as shown above and on J the J Details, as noted atP.Twee. Refer a drawings I to Z Forstandardplate poa,tio s. BC LL 0.0 PSF CA-ENG BFR/CWC Alp- division 'T ITS Building Components Group Inc. shall out be responsible fur any deviation from this r,�i, M i drawing, y failure o build the truss in conformance with ANSI/IPI 1 or fur handling, shipping. AN ITW COMPANY instal ler on B bracing of trusses. C' 9 SEQN- 185026 .0/... � F 7,1$9 i, TOT,LD. 42.0 PSF A Pal on lily erring er thiscoverd sign listing o . this dhabili indicate.dme oftsacceptance wi professional ucrei reaper ibli ily solely ter w design ekiri. This•ultability end l..of this drawing far any structure Is engineering' CoQ FROM IKE 8331 RUVanaCI1L1C responsibility of the building Drlgner per ANS1/rp1 1 Soc... ��`1jrw./a�{'►• DUR.FAC. 1.15 S&rbn1C6}D,CoA95828 For more Information see this Jobs genual netts page and thus,wap sites: eV lE V SPACING 24.0" JREF- 1VMA7175Z16 ALPINE,www.alpineitw.com; TPI: aww.tp lnst.org:NTf,A: msw.abcintlustry.can: ICC:www.lasafe.0 rg EXP.17-11-1 rl (1 21 5024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - 05) TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. 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 IRC-12 section 301.5. factor for dead load is 1.50. 1.5X4 III 9 I ill 1 ,5X4 III 2-1-8 b0-7-8 IN 0 9-1-2 1 Pr/ /// 1.5X4 HI 3X5(B2)(R) III 1.5X4 III l< 1' =.1 (f1-8-4 2-0-0 Over Continuous R=219 PLF U=145 PLF W=2-0-0 RL=131/-26 PLF Design Crit: 1RC2012/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.01,02. 'O29Rppt. TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357 2118 ••MRNINGI.• REAR AND FOLLOW ALL NOTES ON THIS DIMMING! 'l TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 ••INPORTA$T'• FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLERS, S REF 87175- 92058 Trusses require extreme care in fabricating, handling, shipping, installing and bracing.Refer tc and fallow Q fi TC DL 7.0 PSF the latest edition of SCSI (Building Component Safety Information by TPI and'RCA) for safety Practice lar �. 14659 "p` DATE 12/09/15 to performing these functions. Installers shall provide temporary bracingSCSI. Unless aP ted otherwise. pes . 4111161 , Cop crord shall have properly attached structural sheathing a.bottom chord hail have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15343203 111(((�� TM ectlens ea. 87 er SIS. as applicable. Apply plates to each race of trussand position as shown above and o --,[11:::-) ^ ' the Joint Details unless noted otherwise. Refer to drawings 160A-2 forstandard plate positions. n BC LL ' \SII i Alpine a division of ITR Building Components Group Inc. shall not ba responsible for any deviation from this .,;i... 0.0 PSF CA-ENG BFR/CWC drawing any failure to build the trussconformance with ANSI/TPI 1, or for handling. snipping, AN ITv/comR4NY installation ere bracing of tresses. .p�� 'Fe.Tm 1989 Q'"' TOT.LD. 42.0 PSF SEQN- 185029 A awl r to soledrawily page listing this drrina, IM,rtww wwp4rlw or prormw lord engineering �i 1a A4 respwrsIbil I ur perun. The suitability end re r,s drawing for structure„the /�gNw.'.1 DUR.FAC. 1.15 FROM I KE %35]Rurana Circle r.mpwla ibll lty of the Building'or lgrr per ANSI/TPI t Swe.R. SRClementg CA 95828 For more information see this job's general notes page and mesa web site=: SPACING 24.0" ALPINE:waw.alpineltw.com; TPI: www.tpinst.org; RTCA: ww.sbclndustry.ctm; ICC:wwa.lccaafe.org EXP.12-31.-15 J REF- 1 VMA7 1 7521 6 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - E) THIS DM PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel. bracing requirements. 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 IRC-12 section 301.5. factor for dead load is 1.50. 4X5= I. P �\ 9 % N g 5-3-12 'NN�NN li 01 . id f— ■ ■ ■ 1 ■ ■ 1 1 1 0-7-8 4 !V //j////////////////1//1///////////1///// `7/` ., +9-1-2 i 3X5(82)(R) III 3X5(82)(R) III 1‹.1 '- .1 L<-1 I..›•1 1— 6-3-0 ,I— 6-3-0 _I fe 12-6-0 Over Continuous Support R=108 PLF U=14 PLF W=12-6-0 RL=9/-9 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .02. t�9ROFf TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503)357-2118 •9IARNINGIwa READ AND FOLLEO ALL Alms ON THIS IIRARINGI TC LL 625 N4tth Ave,Cornelius OR 97113 .FIIPoRTANrrr FURNISH THIS DRAPING TO ALL DEUTIICTDRs IICIJAIND THE INSTALLERS. �•'ZP , k � 25.0 PSF REF °7175— 92059 Trusses require extrema care in fabricating, handling shipping installing and bracing. Refer to and follow 4 a //-� the latest edition of SCSI (Building Component Safety Information by TPI and WTCA) for safety practices prig v to performing these functions. Installers shall provide14659 ''� TC DL 7.0 PSF DATE 12/09/15 top chord shall have properly attached structural sheathing temporary ry bracing per shall a Unless noted ar V- ,..4164 ► rigid calling. Locations shown for restraint bottom chord shall brae properly attached ,4��0� I TM actions B3 B]or Btp as Permanent lateral rest ra intCefo�eb'uahial havebracingInstalled per SCSI I - i aPPllcable. Apply Plates to ode.f and position as shown above and a ;la BC DL 10.0 PSF DRW CAUSR7175 15343204 the J rat ng of trvssestg rump', conformance f handllreanng, sni tiros. n drawing, d fat ion failure.lbu Bdnhin pansi y shipping, Pram this �' .;; :. BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY y r 1 t Hund the true In V reseal on lnl 1,1n ity solelydrawing igror or wn,.page listing this drawing, Indicates acceptance eP pref..•I.n.I engineering 434%).FC, ji 19��' ��flr~ TOT.LD. 42.0 PSF SEQN- 185385 051 Rov,ne Cilxle reepun.lbilltr or the Building Designer persemenThe ANSI/suitability F1t1e i sed"or eel.drawing for only structure is the VyV CNM' DUR.FAC. 1.15 FROM IKE • °Remo Mo,CA 95828 For more information See this job's general notes page and these web sites: -- _ ALPINE: eww.alpineltw.com, TP1: www.tplest.arg; WTCA:wew.sbcindustry.com, MC,www.locsafe.org EXP.12-31.-15 SPACING 24.0" J RE F- 1 VMA7 1 75Z 1 6 (121 5024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - El) THIS DRIG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6,0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III I ` 9 1 \ g 5-3-12 IM 4 — -- \ 0-7-8 1.5X4 III s \ 1 9-1-2 3X5(B2)(R) III 3X5(B2)(R) III I"' 6-3-0 'i` 6-3-0 L— 6-3-0 -I- 6-3-0 J 12-6-0 Over 2 Supports R=619 W=5.5" R=619 W=5.5" RL=105/-105 Design Crit: IRC2012/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.01.02.a- , . 0fR •TY:3 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503 357-2118 aaWRN INGI wm READ AND FOLIA ALL NOTES DN THIS DRAWING! 825 N4th Ave,Cornelius OR 97113 ..IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175— 92060 Trusses require extreme care in fabricating handling, shipping installing and bracing. Refer to and full. the latest edition of SCSI (Building Component Safety Information by TPI and w'rcA) Per safety apractices prior 4.' F 7.0 PSF DATE 12/09/15 S to performing these functions. Instaliersshell provide temporary bracing per BCSI. Unless noted otherwise, +y, `7 '4 TC DL top eferd shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent /Literal restraint of webs shall hese bracing Installed per BCSI Oa, BC DL 10.0 PSF A ��0�- T1 se Bs BT e1D as applicable. APPIy plates to each rate or trussand position as shown above and on ,,,--0./J„,010. 1��.,- i DRW CAUSR7l75 15343205 //�', I j B n-1 I notetl herwise. Rater to tlraw cgs 16GA-Z rorstantlnrd plate pus itluns. Alp f ITN Bunning Cumpunents Group Ic. ,hall net ewp,na b1e far any tlevlat,pn tram this ,,;; BC LL 0.0 PSF CA-ENG BFR/CWC drawing, y fail to build the truss n conformance with ANSI/TPI 1, or for handl' AN ITW COMPANY Installation a bracing ^g• sh'ppi^g V of Saver e. _ TOT.LD. 42.0 PSF SEQN-erl on this drawing or eew.r oro.listing this draping, Indicates wdeeptewe of 9 FC.T, 199 ��`' SE N— 185380 respeneih solely for the design shown. The suitability and use of this drawing or any structure ie the F xMI RMMileIICIC responsibility a the Building Designer per ANSI/TPI 1 Sen.z. �r7�Mw.OW DUR.FAC. 1.15 FROM IKE 88018=81o,CA 95828 For more informations a this job's general notes page and these web sites, — ALPINE: www.aipineltw.com; TPI: wvw.tpinst.org; wTCA: wwv.sbcindustry.com; ICC: www.iccsefe.org EXP.12-31-15 SPACING 24.0" J RE F- 1 VMA7 1 7521 6 (1215024--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - E2) THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III i 7 Pi 9 I �� \\N /%/ 7, 19 5-3-12 \ 111 NNN NN 0-7-8 -- , 4 - Piiiii — — _ 0-7-8 II 7 1.5X4 III 9-1-2 3X5(82)(R) III 3X5 82)(R) III k6-3-0 >1< 6-3-0 L- 6-3-0 ,L, 6-3-0 J 12-6-0 Over 2 Supports 5I R=547 W=5.5" R=547 W=5.5" RL=78/-78 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .02.0: -• QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 5031(357-2118 •91ARNINGI'a READ AND FOLLOW ALL loris ON THIS DRAWING! tl�w�ae� 'QF�c TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �G•'\` REF R7175— 92061 Tru require extreme care in fabricating, handling, shipping installing and bracing.Refer to and follow �\7 � , Trusses a the latest edition of BCS! (Building Component Safety Information by Tpl and%RCA for safety practices no performing these functions. Installers shall provide temporary bracing per SCSI. Unless nosed otherwise. BC DL 1 0 0 PSF top chord snare have properly attached structural sheathingand bottom chord snare nava _ 14659 'P TC DL 7 0 PSF DATE 12/09/15 rigid telling. Locations shown for restraint f a properly d per SC �,. P permanent lateral r hint o wets shall have bracing sown above per BCS! DRW CAUSR7175 15343206 ,oliglikh ,4�I = ti aectlons 83 BJ or 610 ns appllceb le. Apply plates to each Pace of truss end position as shownnaabova end an Is L J m the Jo ret Details, unless noted otherwise. Refer to drawings 160A-Z For standard plate position I Alpine, a division of IIYI Building ceml>unanta credo Inc. anon net be responsible Ter any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing any failure to build the truss in conformance with ANSI/TPI 1, ur fur handling shipping, II AN ITW C.OMPANV installation B Grading of trusses. 9 ^'of TOT.LD. 42.0 PSF SEQN- 185382 lhl drawing or ewer gegw listing thla drawing. Indicates sortaytaww of ersfaeslensl engineering .��`, T1%, responsibility solely for the designshown. Tho suitability and use of this drawing for any wtructurw Is w Q V DUR.FAC• 1.15 FROM I KE 8351 Rovans CIIT1e reeppes lbll lty of this Building Designer car ANSI/TPI T Sae./. , �s Te Sacramento,CA 95828 For more information a this fob's general notes page and these web sites: �T`��f W.Olt seas.alprneltw.com: TR', www.tpinst.org; RICA:ww.sbclntlustry,com; ICC:sow.iccsafe.org -- SPACING 24.0" J REF- 1 VMA7 1 7521 6 EXP-12-34 9.a--- (1215024--FOUR 0 CONSTRUCTION CO. —MEDALLION MEADOWS LOT 14 -- TIGARD, OR — F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 OF-L #1&Bet. 120 mph wind, 21.28 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6,0 psf. :Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member span11 on oppositedesign, cladding on one face, and 24.0 face. Top chord may be notched 1.5" deep X 3.511 AT 48" o/c along top edge. DO NOT OVERCUT. No See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind knots or other lumber defects allowed within 12'1 of notches. Do not bracing requirements. notch in overhang or heel panel. Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. Shim all supports to solid bearing. 4X5 --- i b. 141111 11 6-3-0 � 91iiiii i / MN ,19 4X8(R) III i II 0-7-8 of. / • i / 6 6 L — • % 0-7-8 18-2-10 3X7(G1)$ 3X7(G1)0 Ld1 X31 IE1'?-1 ,c 7-6-0 4,,c7-6-0 7-6-0 7-6-0 < 15-0-0 Over Continuous Support R=103 PLF U=17 PLF W=15-0-0 RL=9/-9 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.02.0: . : QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-2118 •111ARNIY61••READ luau POLLED ALL NOTES ON THIS BEADING! 825 N4th Ave,Cornelius OR 47113 reI�Tmc• nlAwbri THIS. handling, TO ALL pping, nINCLUDINGand THE ing. tefeS. `yc_ .r ` �' TC LL 25.0 PSF REF R7175— 92062 Trusses require extremecare in fabricating, hantlling, ahlppwrg, Installing and bracing. Refer to and follow .,tc t�' the latest edition of SCSI(Building Canponent Safety Information, by TPI and PTCA)for sefety practices prior C•t TC DL 7.0 PSF DATE 12/09/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 'Air 1 46 59'ON chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Cw rigid ceiling. Locatiorn shown for peroanent lateral restraint of webs shall have bracing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15343211 �i(1 '1 Q`� sections 63. 67 or gig as appllcebie. Apply plates to each face of truss and position as shown above and on la _— L J the Joint Details, unless noted otherwise. Refer to drewlrgs 160A_j for standard plate positions. Alpine, a division or ITR Building Components group Inc. shall t be responsible far any deviation from this BC LL 0.0 PSF CA—ENG BFR/CWC drawing, any failure to build the truss in c nform/ince with ANSI/TPI 1, ur for handling, shipping, AN ITV/COMPANY installation.bracing of trusses. A net on this drawing.r Dower ppm lista this drNl TOT.LD. 42.0 PSF responsibility solely for nil.anion aisac,g The suitability indicates �:'°°of,hin drawing any professionalature„n,. 9j QFC.7,19�A �,'" SEQN- 185372 K351 RoyatoCiice responsibility or the Building Baaig..p pr AUSI/TPI 1 8s.2. a �R/ CO DUR.FAC. 1.15 FROM I KE Smnalrcnlo,CA95828 For more information see this Job's general no page and these web sites: ��"`�pp.V�� ALPINE:aww.alpineitw,eom; TPI:www.tpinst.org;iITCA:who notes ICC:www.icesafe.org SPACING 24.0" JREF- 1 VMA7 1 7521 6 EXP.12 34 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENS IONS) SUBMITTED BY TRUSS MFR. (1215024--FOUR 0 CONSTRUCTION CO. -MEDALLION MEADOWS LOT 14 -- TIGARD, OR - Fl) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 21.28 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.16" due to live load and 0.18" design. due to dead load. 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 IRC-12 section 301,5. for dead load is 1.50. 4X5(R) Ill / 11 91 —I9 /,/,Z 11 6-3-0 4X8(R) III 16 6 L__ �� • 0-7-8 / \.�� 0-7-8 7- 6X:(G1)\\\ 6X8( 1 /// LE1' LE-1 '�I 7-6-0 1 7-6-0 7-6-0 7-6-0 7-6-0 7-6-0 15-0-0 Over 2 Supports ›- R=746 R=746 U=29 W=5.5" R=746 U=29 W=5.5" RL=125/-125 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02. @Rcpt. :8 ON/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 1503)357-1118 a•wB1INGlaa REAR AND Pon a a liALL lor11/ISMINIMMINIMMINIMREF R7175— 92063 825 N 4th Ave,Cornelius 012 97113 "IT PutoIn lsN THIS gr NTO Itcw R ACONTRACTORS BINS 7118 INSTALLERS. 4!/0,44111"."-i4440* TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing.Refer to and fellow 1 4659 ' TC DL 7.0 PSF DATE 12/09/15 the latest edition of SCSI(Building Component Safety Information, by TPI and RTCA) for safety practices prior Q to performing these funcx bn<.. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. {w top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached /46\ rigid ceiling. Locations show,for permanent lateral restraint of webs shell have bracing (notal led per SCSI t' l 1s sections B3 B7 or B10 s _ >s BC DL 10.0 PSF DRW CAUSR7175 15343213 I- A i the Jaint Details un',-;;;;:7..:::.;.' ess rotatl"otbherwisa�IRefarito tlrwrlch face of trues and position as shown above end o A rL��O 1\ ' .1----; ngs Z rorsstantlard Pieta Poai tions. " ' \moi' I Alpine, a tlivislorr of IrR B"llding eai,aananta Dranp,nt, w,a„net b.raapan,ib,a ran any de,,,clen fru,u,ia •: ".• BC LL 0.0 PSF CA-ENG BFR/CWC draeing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, V AN rrw COMPANY A seal en,thift bracing of`'ewes. ..9 At 7m 19 9 Q`' TOT.LD. 42.0 PSF SEQN— 185364 reseal oniti ng Srr never pogo limiting this drawing. Iaw.d. e sometimes of Sfa• ensl engineering �/ U51 Roma Chick responsibility awlety for the design sham. The TPI I$lett'one me of this drawing Por wly strutters le the r 44W. M I KE responsibility of the Building Dee/per per ARsI/rPI 1 set.:. �A COCi�A OUR.FAC. 1.1 5 Sncrgmentq CA 95828 For more eeInformation see job's general malas page and these Ree site.: EXP.12-31-15 SPACING 24.0" JREF— 1VMA7175Z16 ` ALPINE:s ,e lP inelte,ravi:TPI1:waw.thins.tPinat.org;NTCA:eee.abe i,duetry.eow: ICC:www,iecsafe.trg I (1215024--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 14 -- TIGARD, OR — F2) THIS PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 OF-L #1&Bet. 120 mph wind, 21.66 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf, :Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.15" due to live load and 0.18" design. due to dead load. 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 IRC-12 section 301.5. for dead load is 1.50. 4X5(R) ill t 11 s \ II N. ii 6-3-0 / x8R) III \ Is 6 \ 0-7-8 ►OAS j► �411 0-7-818-2-10 5X7(G1)\\\ 5X7(G1)/// 7-6-0 _1_ 7-6-0 7-6-0 7-6-0 • 7-6-0 7-6-0 < 15-0-0 Over 2 Supports R=674 U=20 W=5.5" R=674 U=20 W=5.5" RL=99/-99 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .02..: N veRo ' Y:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Trues Components of Oregon (503)357-2118 a' +I 1"'tee MO whore ALL NOTES or THIS DRAMS, REF R7175- 92064 825 N 4th Ave,Cornelius OR 97113 "il/oRTAYr'• FURNISH THIS MOWING m ALL LON111Ac78N8 INCLUDING THE INSTALLERS. 4' , TC LL 25.0 PSF Trusses s require extreme care In ng Component handling. shipping. installing a�)Nedra Refer ac and fallow 14859 '9 TC DL 7.0 PSF DATE 12/09/15 . ems a the latest edition of BLSI (Building Caworent Safety Information.M TPI end RLP)for safety practices prior �. to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shell have properly atteohed structural sheathing end bottom chord shell have a properly attached rigid ceiling. lacetlons shorn for permanent lateral restraint or ores shell have bracing Installed per SCSI ya' BC DL 10.0 PSF DRW CAUSR7175 15343215 A�UO sr.,f^.e3, 47 or 81D, as applieeble. APP1Y Plates to each face of truss and position as shosn above and on )" the Joint Details unless noted otherwise. Refer to drawings 180A-Z for standard plata positions. BC LL 0.0 PSF CA-ENG BFR/CWC d I Alpine, a division of ITN Building Components Group Inc. shall nut be responsible fur any deviation from this �'y''� awing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW CONAAWY installation a bracing of trusses. /6,4'0.7 101 4e- TOT.LD. 42.0 PSF SEQN- 185375 A.sal on this drooping or ewer paw libtlng this drawing. indicates eee.pt.eas of prefsbblensl engineering _ responsibility solely far the design slow,. Tor suitability end we of this treeing 100 structure any stis the 8351 Roma Circle rsepahelblllty of the Building Weidner per ANSI/TIM1 ea..2. fgNWa CHS' DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For more information see this Job's general notes pea end these web sites: ALPINE:ww.elpineltw.cob; TP1: ww.tPlnst.org;NTCA:ow.sbclnoustry.com; ICC:we.lccaefe.org EXP.12-31-15 SPAC 1 NG 24.0" JREF- 1 VMA7 1 7 5Z1 6 Gable Stud Reinforcement Detail ASCE 7-10! 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 100 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph ,And Speed, 30' Mean Height, Enclosed, Exposure D. Kzt = COO \ ------ i 2x4 "L" ©rote w 12) 2x4 "L" Bruce` Cil 2x6 "L" Brace (2) 2x6 "L" Brace ww I 2x4 ---,,,Brace (1) 1x4 'L" Brace +!(1) i _,_--_ _ 1 Bracing Group Species and Grades Gabi.B Vertical •� No f Spacing SFec1es Graefe Braces Group A Group B 'Group A Group B Group A Group B Group A Group B Group A Group B Group A — - — -- -- -- — -- T--- S ce-Pine-Fir Hero-Fir. _ #1 / #2 4' 7" 7' 10" 8' 1" 9' 3" 9' 7" _ il' 0" 11' 5" 14'_0" 14' 01_ 14' 0' 14' 0" #I /_#2 (Standard r #2 Stud Q.l �- '- - J #3 _ 4' 4 ?' 2 7 8 9 1 9' 5° 10' 10° _ 11' 4" 14' 0' 14' 0' 14' 0'^ 14' 0'-- #3 Stud tk3 Standard c- - H_ _ Stud 4' 4" 7' 2" _ 7' 7" 9' 1" 9' S 10' 10' I 11' 4" 14' 0° 14' 0 14' 0" 14' 0' lDouralas Fir-(,.arch Southern Pinewww (� Standard 4' 4" b' 7" 8' 2" 8' 9" 10' 10° l.' 4" 12' 10' 13' 9' 14' C" 14" 0' �� _ #1 4' 10" 7' 11' 8' ?_" 9' 8" Tl' 1' 11' 6" 14' 0° 14' 0" 14' 0• 14' 0" �— #3 #3 Stud Stud _) t #2 _4' 7" 7' 10 8' 1 9' 3" 9' 7" 11' 0' 11' S" 14' 0' 14' D'_.____14' 0' 14' 0' .J I � j Standard Standard �j- _ #3 4' 6" 6' 6" 6' 11" 8' 7" 9' 2" 10' 11' 11' 4" 13' 6" 14' 0" 14' 0" i 14' 0" i , �. (U i D- I_ Stud 4' 6" 6' 6' 6' 11" ^a' 7" 9' 2' 10' 11" ' 11 4 _ 13' 6" 14' 0 14' 0' 14' 0' --- 7 Standard 4' 4" 5' 9" 6' 1" 7' 7" 8' 2" 10' 4" 11' 1" 11' 11" 12' 10' 14' 0" 14' 0' Group B' U l #1 / 92 5' 3" 8' 11" 9' 3" a 10' 7' 11' 0" 12' 7" i 13' I" 14' 0" 14' 0" 14' 0" 1.4' 0' _ Hem-Fir- _ `> - r #3 5' 0" 2' 10" 9' 3" I 10' 5' '0' 10" 12' 5" 12' 11 14' 0" 14' 0" 14' C" 14' 0" I i #1 & B-I U H __ Stud S' 0" 8' 9" 9`_2_ I 10' S" 10' 10" 12' S" 12' 11" 14' 0' _ 14' 0" 14' 0" _ 14' 0' 1 L___ #l__ I • U I 0 Standard S' 0" 7' 6" 8' 0" 10' 1" 10' 9" 12' 5" 12' 11" 14' uu" —14' 0" I 14' 0' 14' 0' Dou las Fir-Lerch Southern Plnewew • #1 5' 6" 9' 1' 9' 5' 10' 11' 1' 12' 8" 1 132 14' 0' 14' 0" I 14' 0" 14' 0' ( #1 #1 /' S N 92 5' 3" 8' 11' I 9' 3" 10' 7° 11' 0" 12' 7" 13' 1" 14' 0" 14' 0" 14 0" 14' 0' I' 92 #2 #3 5' 1"' _ 5' S` 10 6" 10' 11° 12' 6" 13' 0" 14' 0' 14' 0' a' J" i4' 0" 5' 0 7' 11" 8' 5" SO' 6' 10' 11" 12' 6" 13' 0" 14' 0" ]4' 0" 14' 0' 14' 0• 1 4 Braces shall be SRB (Stress-Rated Board), Q_l i stud _ — - — — wwFor Ix4 So, Pine use only Industrial 55 or Standard 5' 0" _ 7' 0" 7' 5" 9' 4" 10' 0" 12' 5'__12' 1.1" 14' 0' 14' 0" 14' 0" 14' 0" i Industrial 45 Stress-Rated Boards. Group B S` l�, r- k #1 / #2 5' 9" 9' 10" 10' 2" J 11' 7" 12' 1" 12' 7_ 14' 0"__ _14' 0° 14' 0" 14' 0" if 4 0 vntues_ray be used with these grades. d _ J I � #3 5' 6" 9' 8' 10' 1' 4_ 1r 6" 1111" 13' 8 14' 0" 14' 0" 14' 0" 14 0" 14' 0' Gabe Truss Detail Notes, I 1 U — Stud 5' 6" 9' 8" 10' 1" 11' 6" 11' 11' 13' 8" 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' Vied Load deflection criterion Is I_/240 0 Standard - —5' 6" 8' g" 9' 3" 11' 6' 11' 11" 13' 8" 14' 0' _ 14' 0" 14' 0" 4' 0= 14' 0" Provide uplift connections for 70 elf over / _ #1 6' 0"_— 10' 0" 10'4" I 11' 9" 12' 2= 14' 0" 14' 0" 14' 0" 14' 0" 4' 0" _ 14' 0" Gob with G'soerha bearing (5 psi TC Dead Load) X 5 -J #2 5' q 9' 10" 10' d" ii' 7" 12' 1° 13' 10" 14' 0" 14' 0' 14' 0" 14' C" 14' 0' - __ __ __ supports load from 4' 0" outlookers 93 5' 8" 9' 2" 11' 6" I 12' 0" 13' 9" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' ng, or 12' plywood overhong. n� I IT1[7�_ _ Stud 5' 8" 9' 2" 9' 9' X11' 6" 12' 0= 13' 9" 14' 0' 14' 0' 14' 0" 14' 0" 140 - Standard i 5' 6" 8' 1' ! 6' 7' 10' 9" 11 6" _ 13' 8" 14' 0" 1 14' 0' I 14' 0" 14' 14' 0' 1I Sym Attach 'L" braces with 109 (0.128'xJ.0" mir, nails. '— --- - Aboutr�� )K For (1> "L' brace space Waits at 2' o,c, A T /table Truss A ' in 18" end zones and 4" o,c. between zones, Diagonal brute option. i / % **for i2) "L' braces space nails at 3" ac. / (� In 18" end zones and 6' ac. between zones, vertical length rray be I / Y /,��r T .. (+7 doubled when diagonal I / / 1 18" "" "L' bracing must be a cininuei of 80% of web brace is used, Connect �, /\ 1 L _` ,I , member length. diagonal brace for 3854 'I / ` "L" i i Gable Vertical Plate Sizes 1 at each end, Max web / I � I� \ Brace I � - total length is 14', ,i / / 1 ' **I \\�\ Vertical Length ---No splice I 2x4 01-L #2 or 7 I I Less than 4' 0' 124 or 2X3.1 better diagonal �. Greater ty.an 4' 0', but 204 brace;- sin ie \, less than 11' 6' Vertical length shown /% g 18" I `�.� -- ' or double cut 97. -E-''' I !Greater- than 11' 6" 3X In table above. % R { VA, / 45' (las shown) at. L i I A �� j�.��. + Refer to common truss design for .� ,� upper end �{ Q'— ii i MO i — peak, splice, and heel plates_ i� �- ,� I� / ontlnuous Bearing // / �'�� Refer to the Building Designer far conditions Connect diagon(l at midpoint of verticalweb. 4) J4"' Refer to chart above for max gab( • .cat length. not addressed by this detail, wwWARNINGlow READ AND FOLLOW ALL FATES ON THIS DRAWTNG1 ti? PR04 REF ASCE7-10-GAB12030 wwINPORTANIww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,Trusses rn Trusses require care n fabricating,handling, shipping,installing and bracing Refer co and 4.-40446, DATE 10/01/14 follow the latest editionof &CSI <Bulding Component Safety Information, by IPI and SBCA) for safety C�' practices prior to performing these functions I st til s shall provide temporary bracing per BCS( A. 14659 \ Unless noted oth w e. top Chord shall hove properlyattached structural sheathing and bottom chord I' n . shall hove n properly attached rigid ceiling Locationshown for permanent lateral restraint of webs DR N�l.J Al2u3�FNf�117],X114 /�^'1 shall have bract g toned per BCS( sections 63, BT or wit,as applicable, Apply plates to each iso, • —� -- L� IE_I1 j I--� aP truss and po.tion as shown above mid on the Joint De+ants unless noted otherwise, �-ti \.I r , Refer to drawings 1104-i for standard plate positions. AN ITW COMPANY Aipiew, a division of 1eW Building Components Group Inc, shall oat be responsible for o.ny deviation Bron \-4,-•. b.::::-..J tI-I drawin a y fail ur-e to build the truss in ;.on f iron ace with ANSI;'TF'I 1, ar for handlln shiodr °Ittristaunt!ong6 bracing of trusses, g" g' MAr, 'TOT, ED, FAQ SIT A sea!on this drawing or cover page listing this drawing.indicates occeptdnce of professional9 T,engineering responsibility solely for the design shown. The suitability and use or' this drawing13368 Lakehont DrWe for any structure is the relponsPoility of the Building Designer per ANSI/TPI I Sect. _-_ ___.--_Earth City,MO 63045 Foremore information see this job's general reates page dad these web sites' ' MAX, SPACING ' '' ALPINE, w w,olpineitw.coni TPI! www.tpinst.orgi SPCA:w w.sbcindustry.org;ICC+ www.lccsafe.org Cxr.12-31-15 For Let-In Velrtical.s Gable Truss Plate Sizes 1 Syr,, Alpinegable. About �, ! Refer to appropriate detail for minimum plate sizes Cr: er tical studs. ,- % ��\�.� (+)Refer 'to Engineeed truss deslran for peak, �%� 7 \��` splice, web, and heel plates. �� ' \,,, (+ ( If galale vertical plates overlap, use a �, ��I single plate that covers the total area of �� `�\ Is i. the overlapped plates to span the web, '`n_ Gable /9 verntkat •-V 2X4 i� ,I,-1 (' �' \Lt gth _ Example, /� / 2X4 2X8 I �11 \�\ '�\� / li "T" Reinforcement Attachment Detail --- -- - _� \,: '7 '--- -- "T' Reinforcing 'T' Reinforcing � r .� Member Member 1)//1 y ! wV C,...._. Ltr, . . _*, _. �� lam/ Toe-nail - Or - End-nail .,III1, iffL__ I �) () I To convert from "L' to "T" reinforcing members Provide connections for uplift specified on the engineered truss design, multiply "T" increase by length (based on appropriate Alpine gable detail), Attach each "T" reinforcing member with End Driven Nails: Maximum allowable 'T" reinforced gable vertical 10d Common (0.148's 3,",min) Nails at 4' 0.0, plus length is 14' from top to bottom chord, (41 nails in the top and bottom chords, "T° reinforcing member material must match size, Toenalled Nails specie, and grade of the "V reinforcing member, Sheathing Rigid 10d Common (0.148"x3",min) Toenails at 4" o,c', plus 1\,:/eh Length Increase ,,I) 4 Noir ,� ase w/ "T" Brace I) _ f4) toenails in the top and bottom chords. T" ReinfT1 "T" -1 "T" This detail to be used with the appropriate Alpine gable detail for ASCE 1 Mbr. Size Increase Retn beroncin9 wind ioab. 2s4 30 'l, ASCE 7-05 Gable Detail Drawings ! Example: - 2x6 _ 20 S: 1 413015051014, 412015051014, 411015051014, A10015051014, 414015051014, ASCE 7-10 Wind Speed = 120 mph Nails 413030051014, A12030051014, 411030051014, 41003051014, 414030051014 Mean Roof Height = 30 10, Kzt = 1.00 Goble, Spaced At Truss P ASCE 7-10 Gable Detail Drawings Gablec Vertical = 24"c.c, P #3 4 0.0. A115I5ENC101O14, AI2015ENC101014, A14015ENC101014, A16015ENC101O14, 'T' Reinforcing Member Size = 2x4 A18015ENC1O1014, A20015ENC101O14, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30% = 1.30 A11530ENC1U1014, A12030ENC101014, A14O30ENC101014, A16030ENC101014, ' an 2x4 "L' Brace Length = 8' 7' II A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum °T" Reinforced Gable Vertical Length . See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 1.30 x 0' 7' = 11' 2' 4 NG 11 Y _it_iw _�-__ '1 -____ --_. !a.a• ICe4ing I PP waVARNINGIww READ AND POLLOW ALL NOTES ON THIS DRAWINGI .( t,9-PACr REF `ET-IN VERT wIMVGRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regg,ine extreme core In Fabricating handling, shipping, nstatling and bracing. ReFer to and 4:1141%, '-- Follow the latest edition of BCSI (Building Component Safety'Information,by TPI and$BCA) For. se.Fety 44 14659 DATE 10/01/14 r_ • practice prior to performing these fanCtlons In stall et o 5hg11 provide temporary bracing per SCSI. `, t� \ UnteSS noted otherwise, tap chord Shall ng prOp0 attached strUCtUrol Sheathing and bottom chord DR yy 1, l>ULLC.T TN1V14 Shot hove a properly a,tached rigid ceiling Locations shown for permanent lateral restraint of webs G/' F� -w shall have bracing installed per BCS. settlors Bs B7 or BID, as applicable Apply plates to each Face � =JI I of truss and porton as show. above and on the Joint Details, unless noted otherwise ,, �- L I L_ Refer to drawm 1604 L For standard ptate positions. L I--1 9s P n AN ITW rOMPA NY Alpine, n diviswn �f ITeW Building f_onprn)ents rroup Inc, shot) no+ be responsible for" any deviation Fran z::.."' this drawing, any Failure to buil)the truss in conFcrrzgnce with AnU`li TPI ar For hantliinghipping, installation tipo bracing r�F trucov 1 FFG 7,%/b A- MAX, TEl LD, 60 PSF A seat On this drawing or cover pose listing this drawing,Indicates acceptance of professional ��(1/,�j . engineering responsibility solely for the design shown. The suitability and use of this drawing "•4Nwr(i`�1A DUR, FAC, ANY 13368 Lakefront Drina for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see this Job's general notes pope and these web sites ALPINE. www.alpineltvccorm TPI, www,tpinstorg,SBEA: www.shcindustry.orgi Ica:wuw.Iccsefe.org EXP.12-31-15 MAX. SPACING 24,0" ASCE 7-10; 120 rnpHi, 30' Mean -leiq Ht, CloseH, Ex9osore C Common Residential Gable End Winc Bracing Requirement -- Stiffer Rrs 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" -. no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind IC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiff back to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Boyo Continuous ceiling diaphragm H Greater than 7'6'' to 12'0" maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm, every 4'O" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, `-�� Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x 3",min) nails, to stiffback with lOd box or gun (.0.128" x 3", aim,) nails 8 6" o,c, I I ./7, - -- _I -----// fI /,----/ `~\ 2X4 Blocking / i`->,� nailed to ,% 45° sheathing and r ea, Max f..r1----. 1 / 1 each truss Gyp) -� f ,, N N il''—' N -- . .HilL — i 2X4 DF-L #2 ,/ I - ,1; �� H/2 I or better j \`�\ J diagonal brace. , Attach each end :�. i I ��- for 560#, I I I 11 \,\ . - a.�, — — 7 --- __ - , ___ ] III Il l // / /Continuous Bearing /ii___--1.0, 111 U1/N1 / �/ L 2x6 #2 Stiffback r attached to each Stud wi (4) 10d box or gun (0.123" X 3", aim,) nails. SOD PRop. ■wWARNINGI'+w READ AND FOLLOW ALL NOTES ON THIS DRAWING' ��FFFw��---- REF GE WHALER ...IMPORTANT'.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `y Trusses require extreme core in fabricating, handing, shipping, imstatling and bracing, Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SOCA) for safety - 1659 '9 DATE 10/01!:14 practices prior to performing these functions, Installers snarl provide temporary bracing per SCSI Q::, Ureas noted otherwise, top chord shall have properly attached structural sheathing and button 'hard T� T� T n q shalt have a properly attached rigid ceding Locations shown for permanent lateral restraint of webs DRWG IJABRS 1 iU1'.J1`+' ZS�.. — 1l` a shall have bract d stn Ied per BCSI =_ectlon5 B3 R7 pr RtO, as appl co bre Apply plates to each fame I L�Ji I\�1 i 1 of truss and po'k n as shown nbove and o� the Jont Deta'Is, unless noted otherwse. L if— l i i Refer to drawings 160A-Z for standard plate positions, w• w o Alpine,a division of ITV Building Components t,rocp Inc, shall not be responsible for any deviation from i AN ITWf:0 1 ANY this drawing, y failure to build the truss In conformance with ANSI/TPI I, or for handling, shippin �9 installation & racing or trasse g' '�I C,7.�9 Q MAX. TOT. LD, E>0 PST A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional L b, — - engineering responsibility solely for the design shown The uitalaity and a of this drawing ��,•r W.Cep 13369 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.?. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites ALPINE. www.otwneitcoon; TPI 2www.tph,st.arg; SBCAi www.sb industry.orgl Ice www,lcssafe.org EXP.12-31-15 MAX. SPACING KT' \ \ -\ E 1 '� t O 1.. (II I f'1 \ M _ C '1 i f'' i , _t; I �. j�a I c� \, T-Reinror^cement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. A is specified on a truss design but an alternative web L-Relnf''orcement: or �`,,. �,, reinforcement method is desired. L-Reinf. Apply to either side of web narrow face, i 7 / `.� Attach with 10d f0.128`x3.0",min) nails /A „ ----,,,at 6' o.c. Reinforcing ember is .4" — j Notes-; a minimum 80 of web >< member length, �y� K,, /' y\� This detail is only applicable for changing the specified CLR /' shown on single ply sealed designs to T reinforcement or IK L-reinforecenent or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, _ �' �/ jam ' I\ For minimum alternative reinforcement, re-run design with appropriate 5 / reinforcement type, J T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement size Restraint T- or L- Reinf, Scab Reinf, S'cc einr o Ce 1E'P�t 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. r- Attach with lad (0.128"x3.0",min) nails — 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a I 2x6 2 rows 2x6 2-2x40:) minimum 80% of web member length. • 2x8 —_— 1 row 2x6 1--2x8 2x8 2 rows 2x6 2-2x6(.:*) " --- — — — — Sc k, Reinf. I I-reinforcement, L.-reinforcement, or scab reinforcement to be sane • species and grade or better than web member unless specified otherwise on Engineer's sealed design. C h Center scab on wide face of web, Apply (1) scab to each face of web, k L ``�9,0 PROpe _ wwWARNINTuiww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �1 TC LL_ P`._,F R E F CLR S U b s t. wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C`, "kw PS Tresses require extreme are n fabrratmg handling, shipping, nstalrrng and bracing. Refer to and Faitow the latest editor,of BCSI <Bulding Component Safety Infornaton,by TPI and SECA)for Safety �. 14659 Tlv. DL P,.,f DATE 10i 01/.14 practices prior to performing these functions Installers snail provide temporary bracing per B,,1 DRWG --- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom mord :...�., BC DL PSF DRWG BRCLBSUB1Q14 - :,w shat have a. properly attached rigid ceiling Locations shown for permanent lateral restraint of webs D1 V /' -_ - '1— I shelf have bracing Installed per SCSI sections 53. 57 or BIO,as applicable. Apply plates to each face n t- -- �� I I Li S i r of truss_and postcon as shown above and on the Joint Beta's, unless noted otherwise. • DC LL PIP — V I L� Refer to drawings 160A-Z fon standard plate positions wrI' �` Atpne. a di visan of ITW Buldng Corcponento araup Inc, shots not be respons hte for any dev'ctiac from AS V AN ITW CO7`�1PANY the drawing any failure to bold the truss in canfarrpnce with At(SI/TPI 1.or Far Yandring, sYipping, 9� C,a.7,198 T'' TCI i LD, PIF installation &bro.cing of trusse 4 A seal en this drawing or cover page listing this drawing.Indicates acceptance of professional f/fdN W.Mk ---- engineering responsibility solely for the design shown. The suitabeity and a oh this drawing �1 V BUR, FAC, 13389 Lakefront Oraefor any structure Is the responsibility of the Building Designer per ANSI/TRI I Sec.2. __ ,_,_" Earth City,MO 63045 For more Information see this Job's general notes page and these web sites- EXP.12-31-15 SPACING ALPINE: wwwatpineltw.com; TPI. www,tpinst.org; SECA. www.s-bdndustry.orgi ICC.wwwlccsafe.org Gclble Stud Reil' orcenent Detoil ASCE 7-1.0120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1:00 ❑r' 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kz+. = 100 Ori 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kot = 1.00 2x4 ",,Brace 1 --�(I) 1x4 "L" Brace 4 (1) 2x4 "L" Brace * <2) 2,:4 'L." Brace **1 Il? 2;f6 L' Brace * I(2) 2x6 "L." Brace *1 I Bracing Group Species and Grades' Gable Vertical \ No -- - - -- _- _ Braces Spacing Species Grade Group A (Group B Group A Group B Group A Group B Group A Group B Group A Group B I Group A \--- ----- - - Spruce-Pine-Fir Hem Fir _ ' 41 / 42 •9' 10" 8' 2" 8' 6" 9' 8" 10' 1" 11' 6' 12' 0' 14' 0" 14' 0' 14= 0" 1.4' 0' -{-- _ �� - .--- ----- __ #1 / #2 ,Standard- 42 J Stud #3 4 7" 7 9` 8' 3" 9' 7' 9' 11" 11' 5" 11' 10" 14' 0' 14' 0" 14' 0' 14' 0" #3 I Stud 1 #3 JStondard7d U I Stud —4 7' 8' 8' 2' 9' 7' 9' 11" �11' 5' I 11' 10' 14' 0' 14' 0" 14' 0' 14' 0' i 0 Standard 4' 7' 6' 7' 7' 0" 8' 10' 9' 5" 11' S 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern 1 U 7.) -.2., #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 5''" 11' 8" _ 12' 1' 14' 0" 14' 0"-- 14' 0" 14' 0" -----#3 #- i y #2 T 4' 10' 3' 2" 8' 6' 9' 8' 10' i" 11' 6" 12 0"' 14' 0° 14' 0' 14' 0' 4' 0" stud stud "-� -- - - - - - - - --- - - r Standard Standard ti4 � _ #3 4' 8" 7' 0" 7' S" 9' 3" 9' 11" 11' 5' 11' 11' 14' 0" 14' 0' 14' 0' 14' 0" _ I, cu L,F 1 Stud -4-e _--' 0" 7' 5" _ 9' 3" _ 9' ii" li' 5' _ li' 11" 14' 0" __ 14' 0" 14' O' 4' 0' - ( I-- - _ Standard 4' 7^ r',' 2" 6' 7" 8' 2' 8' 9" II' 1" 11' 10" 12' 10" 13' 9' 14' 0" 14' 0" Group B' U �- --� _#1 / #2 ___ 5` 6_-9' 5" 9' 9" 11' 1' _ 11' 6' 13' 2" 13' 9' 14' 0' 14'_0 14'_0' 14' 0" Hem-Fir -12' _ .1> I #3 _ 5' 3' 9' 3" 9' 9" 10' 11° 11' 4" 13' 0° 13' 7" 14' 0" 14' 0' 14' 0" 14' 0" #1 & Btr U --F' Stud S' 3' 9' 3" 9' 7" 10' YS_ 11' 4" 13' 0 13' 7" 14' 0" 14' 0" 14' 0" 14' 0' I #1 Standard 5' 3' 8' i 8' 7' 10' 10' 11' 4" 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0'(1) C) _ - _. __ _— - Dou.las Fir-Laren southern Pine*** _ #1 5' 9° 9' 6' 9' 10" 11' 3' 11'-8' 13' 4" 13' 10°' 14' 0' 14' 0' 14' 0' 14' 0" • #1 41 - S-7 #3 5' 6' 9' 5' 9' 9' 11' l' 11' 6" 13' 2" 13' 9" 14' 0' 14' 0' 14' 0" 14' 0" #= #2 J #3— 5' S"— 8 6" _ 9' i" I1' 0" 11' S" 13' l' 13' 8" 14' 0" 14' 0' 14` 0" 14` 0= 1x4 Braces shall be SRI? (Stress-Rated Board). �� DStud 5' 5" —8' 6' 9' 1" 11.' 0" 11' 5" 13' 1" 13' 8" 14' 0" 14' 0" —14' 0" 14' 0' r I— - -- ----- - --- - - --- - w**For 1x4 So. Pine use only Industrial 55 six I Standord 5' 3" 7' 6" 8' 0' 10' 0" 10' 9" 13' 0" 13' 7" 14' 0' 14' 0" 14' 0" 14' 0' Industrial 45 Stress-Rated Boards, Group R - #1 / 42 6' 1" _ 10' 4' 10' 8' 12' 2' 12' 8' 13' 2" 14' 0" 14' 0° 14' 0' 14' 0" 14' 0' I L____-values may be used with these grades. d i _ - F #3 - 5' 9"----- 10' 2' 10' 7' 12' 0' 12' 6° 14' 0" 14' 0'' 14' 0" 14' 0" 14' 0" 14' 0" Goh e Truss DetoJ Notes, �l J I - - Stud 5' 9""' 10' 2" 10' 7" 12' 0" 12' 6' 14' 0' 14' 0 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. Ctondard 5' 9' 9' 4" 9' 11' lc' 0' 12' 6' 14' 0' 14' 0' 14` 0' 14' 0' 14' 0' 14' 0'-H Provide uplift connections for 35 plf over J 1- 41 _- 6' 4" 10' 6- 10' 10" 12' 4" 12' 10' 14' 0" 14' 0! 14' 0' 14' 0'- 14' 0'— 14' 0' continuous bearin9 (5 psf TO Dead Load). -/ #2 6' 1' 10' 4" 10 8' 12' 2" 12' 8' 14' 0` 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" a .__---- - - _ _ -- Gable end supports load from 4' 0' uutlookers #3 5' 11' 9' 10" 10' 6" 12' 1" 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, - _ D[-[ Stud 5' 11" 9' 10° 10 6" 12' 1' 12' 7' 14' 0' 14' 0" 14' 0° 14' 0" 14' 0' 14' 0— 1J Standard 5' 9' 8' 8" j 9' 3" 1 11' 7 12' S' 14' 0' i 14' 0" , 14' 0' 14' 0' 14' 0' 14' 0" sbouyr:mt l k3 Attach "U' braces with 104 (0.124"x3.0" min) naps. A iGable Truss I * X For (1) "L' brace= spore nails at 2' o,o / -i. in 18' end zones and 4' o.c. between zones, Dio Bono! brace option, / ,- I r \ ak*For (2) 'L ." bracesspace nails at 3' c.c. 11 1 '/1 I T.,- In 18' end zones and 6' ac. between zones. vertical length may be _ �� h� I VB i'J doubted when diagonal .//,/ "1 18" * ' e "L" bracing rust be a minimum of 802 of web brace is used. Connect / i (� member length, diagonal brace for 3354 i "L" .�' - /`" .-- - , rGoble Vertical, Pate Sizes at each end. Max web // Brace ---b•-/- total fatal length !a 14', / / '�� , ik* `r \- `✓erti':sl Length--- No Splice _ ' 2x4 OF-L 42 or _ �V Less than 4' 0' 124 or 2031 / / better diagonal2X4 Greater than 4' 0', but brace; -'n le I i less than 11' 6' Vertical length shown %� s' g 118" '' / T I or Nuuble cut 8 +) + Greater- than 11' 6" 30 Ir, table above. t 4 / / 45° I (es shown) of 1_ l U `" ,� t I a Refer to common truss design for ,� - �- I upper end, .14 i l] i ilY : L'I-- ----0-1-''' -- - peak, splice, and heel plates, — Ic i I I / "'Continuous $oaring/ ,/ / Refer to the Building Designer for conditions Connect diagonal at midpoint of vertical web. NtIL, Refer to chart above for rnax gabs. • -tical length, not addressed by this detail, *wWURNINGIw«READ AND FOLLOW ALL NOTES ON TNIS DRAVINGI (. pR hh P� r � r 7r� 5 i*INPORT'ANT*w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Gt��wD OPE PEE AS..E7'1O-10 Trusses require extreme 'n fobricatirg,handling, shipping,installing and bracing. Refer to and 7 follow the latest edlticv- of BC.SI (Building Component Safety ow-code by TPI and.IBCA)for safety �� '7 e w DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing per SCSI 14659 9 - Unless noted otherwise. tap chord shall have properly attached structural sheathing and bottom chord (ti DR WV A1DO15ENC101 X14 ,r,, ehall have a properly attached rigid ceiling Locations shown for permanent tater o. restraint of webs I shall hove bracing,nstatad per• BCS,sections B3, B7 or BIO, de.oppticabl e, Apply ptntes to each face — - — I Isl \_ 1r or' trues and pas tion as sh<wn above and the Jclnt Detnita unless Hated otherwise. Z I IL(-- J �` 1 Refer to drawings 160A for standard plate positions '- Alp d ilio f ITW Btdluing Components Group Inc, shall not be responsible for any deviation from I..• AN 1TW COMPANY this d 'ng . y fa lure to bulla the truss in conformance with ANSI/TPI 1 or for handing, shipping, 1 V MAX TOT, D, CU Jt- Mstn e t or x bracing f trusses ai L V ! A seal this drawing or cover page listing this drawing.Indicates acceptance of professional Ike 'ec 7�1946 Q.47 - --- engineering responsibility solely for- the design shown. The suHabUlty and use of this drawing S 13380 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sett, Myr —_ Earth City,MO 83045 For more information see this job'=_ general notes page and these web sites, ��" n•�� MAX, SPACING 24,0. ALPINE: www.atpineltw.com: TPL www.tpinst.ary; SBC-Ai www.sbcindustry.org; ICC: wwwiccsafe.org CO'.12-31-15