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Plans (47) / /3? s&J//?7 !7"---- E EIVED DEC 2 8 2015 CITY OF TIGARD BUILDING DIVISION I- 58'1"12 1 W I--5. --I- 4' 24'9"8 I m 7'3"12 I- 13'6" T AGE _ AGE _____ / _c o yGE CO + o — —, I:: Q7 mT Ui Ubt �� � FSGE —_,- G ��I . � '` -o I,I1% Tz om zx \ 3D I �3 ` n m mm 1` t_, t FGE CO _o f� .�- N W �.� m m a MCO \ o o 111111111111 . M I e -p r� ,, ,/ Y _r_ z c) - �� i �.ate._ .._ _.______ ..__.._.__. I x S� 1 i H 1 G 4 . m m - li-----t L i R1 o �� *II o 33 CO s : _ 1 m = o c m c HGF '%b I 19'2" -I 38'11"12 -I Customer: JT ROTH CONSTRUCTION 0 o o Desc. : Medallion Mdws lot 17 o 0 I-' CO ADDRESS: M N z Designed by: BILLY BREESE 1--- z 1-- o 0 CO •• A Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:IVL77175Z0202090301 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1015216--JT ROTH CONSTRUCTION -Medallion Ides lot 17 -- TIGARD, OR Model Code: IgC A��EC Pi1�pF Truss Criteria: 1 BC2009/TPI-2007(STD) C., F Engineering Software: Alpine proprietary truss analysis software. Version 15.01. X4659 'Q r Truss Design Loads: Roof - 42 PSF 9 1.15 Duration Floor - N/A I r: Wind - 100 MPH (ASCE 7-05-Closed) " Notes: 9' ',e0,7 'ga Qerr sr/4Mw 6" 1. Determination as to the suitability of these truss conponents for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Details: A1003005-GBLLETIN-GABRST05-BRCLBSUB-A1001505- Submitted by CWC 09:02:03 11-02-2015 Reviewer: CWC $ $ # Ref Description Drawing# Date 1 58403--HGE 15306001 11/02/15 2 58404--H 15306002 11/02/15 3 58405--H1 15306023 11/02/15 4 58406--H10 15306003 11/02/15 5 58407--G 15306024 11/02/15 6 58408--FGE 15306004 11/02/15 7 58409--F 15306025 11/02/15 8 58410--FSGE 15306005 11/02/15 9 58411--C 15306033 11/02/15 10 58412--CGE 15306006 11/02/15 11 58413--A 15303014 10/30/15 12 58414--AGE 15306007 11/02/15 13 58415--EG 15306008 11/02/15 14 58416--DGE 15306009 11/02/15 15 58417--JGE 15306010 11/02/15 16 58418--J1 15306011 11/02/15 17 58419--K7 15306012 11/02/15 18 58420--K6 15306013 11/02/15 19 58421--K5 15306014 11/02/15 20 58422--K4 15306015 11/02/15 21 58423--K3 15306016 11/02/15 22 58424--K2 15306017 11/02/15 23 58425--K1 15306018 11/02/15 24 58426--K 15306019 11/02/15 25 58427--KG 15306020 11/02/15 26 58428--MGE 15306034 11/02/15 27 58429--1 15306026 11/02/15 28 58430-41 15306027 11/02/15 29 58431--SDG 15306021 11/02/15 30 58432--BGE 15306028 11/02/15 31 58433--B 15306029 11/02/15 32 58434--B1 15306030 11/02/15 33 58435--N 15306031 11/02/15 34 58436--NG 15306022 11/02/15 35 58437--D 15306032 11/02/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - HGE) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 100 mph wind, 22.74 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 :M12, M13 2x4 HF #2: psf. :M14 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding See DWGS A10030051014, GBLLETIN1014, & GABRSTO51014 for gable wind on one face, and 24.0" span on opposite face. Top chord may be notched bracing requirements. 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 notch in Provide lateral wind bracing per ITWBCG wind bracing details or per overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5-- 3X5---s X5=3X5 6r T3 3X5 M12 M1 4 1(a)1(aktr (a) 1 9-7-10 —I 6 0-5-13 'T /////////////////////////////////////////////F/////////////////////////////////////////////////////,////////////// . 18-0-0 3X5(B1)= 5X5 B2 3X5(A1) 1-0-0 I_ 18-3-10 J- 18-6-14 J F36-10-8 Over 2 Supports R=128 PLF U=17 PLF W=19-8-12 R=121 PLF U=29 PLF W=17-1-12 RL=15/-14 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) _ PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . OZQRop TY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. _ Truss Components of Oregon (503)357-1118 •*WARN ING I.•READ AND rnua Au_NOTES ON THIS DRAWING! REF R7175- 58403 825 N 4th Ave,Cornelius OR 97113 "i + '• FURNISH THIS DURING To nu CONTRACTORS INCLUDING THE INSTALLERS. f'i`7,00�' 'R"!'� � TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow iR �/�' 4.4 the latest edition of BCSI (Building Component Safety Information by TPI and NTCA) for safety practices prior �TyI o performing these functions. tlnataliea^"shall provide 14859 TC DL 1 0.0 PSF DATE 11/02/15 chord shall have Pr temporary bracing per ecsi Unless noted otherwise, 411116 cop properly attached structural ral sheathing and bottom chord hall have a properly attached rigid ceiling. Location shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1 _..r BC DL 7.0 PSF DRW CAUSR7175 15306001 ,4�� ' sections 63, B7 or B10, as applicable Apply plates to each face of trusst and position shown above and on o the mint°:tails, unless notetl otherwise. Refer tp drawings 16OA_Z fardard ,ata sltlons. BC LL 0.0 PSF CA-ENG CWC/CWC I Aipine, a Ivlslon of ITW Building Components Group Inc. shall not bo responsible for any tleviation f m this •: . 's drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation 8 bracing of trusses, 9 'FC.7,19 9 4' TOT.LD. 42.0 PSF SEAN- 349196 . seal on thin tlrawing or cover page listing thin drawing, indlostee seoptnws of professional engineering �_n q responsibilityo solely for the design shoed. The suitability and use of this drawing for s y eeweture is the 7'�n Ra C. DUR.FAC. 1.15 FROM BB 8351 Rouen Circle responsibility or the Building Dseiplar per ANSI/TPI 1 See.z. Sacramento,CA 95828 Far more information this Job's general notes ti indust these web sites: SPACING 24.0" JREF- 1VL77175Z02 ALPINE:www.alpineitw.comCTPI Swww. pinst.org; BMA: www.s , us ry.com; ICC: www.lccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - H) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 100 mph wind, 22.74 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Rot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) :W3, W4, W5 2x4 DF-L #2(g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5# 3X5 T 61— T3 3X5- (a) � •• 5X4�i 1 .5X4 o� 9-7-10 3X53 —I s W. 0-5-13 I \ o "' ., 18-0-0 1 5X5(B1OR)% 3X5= 3X7= 2 3X5= 3X10(83)==- 3X5- 3X5= 1111 c 6-3-6 L. 6-Q-2 6-0-2 ,,,¢ 6-0-2 _I_ 6-Q:2 _I_ 6-6-10 9-3-7 9-0-3 9-0-3 —I 9-6-11 I— 18-3-10 _ I— 18-6-14 J E36-10-8 Over 2 Supports >i R=1590 U=356 R=1671 U=378 W=5.5" RL=258/-253 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01. g2PRop TY:5 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!'" READ ARD FOLIO,ALL Nares a nils DRAWING! Q, IMPORTANT FURNISH THIS DRAWING To ALL CONRRACTORS INCLINING THE INSTALLERS. �/►�I_(r 825 N La Ave,Comehus O 97 13 S� � TC LL 25.0 PSF R7175- Trusses require extreme care In fabricating, handling, shipping, Installing and bracing.Refer t and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA for safety practices prior to Performing these functions Installers shell provide temporary bracing Per BCS! Unless tetl otherwise, 6 �``.' 11/02/15 4 14 59 r TC DL 10 0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown Tor permanentlateralrestraint of webs shall have bracing Installed per BCS! "1 BC DL 7.0 PSF DRW CAUSR7175 15306002 1 T. sections 83, 87 or 810, as applicable. Apply plates to each face of trussLand position as shown above and on :.. .. A o I the Joint Details, unless n tea oCM1erwl se. Refer to Drawings 160A-Z forantla rtl pleie positions. I Alpine, a tlivlslon mf ITW Buiitling Components Group Inc. shall not be responsiblo for any tleviailon from this .,:i.... 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build The truss In conformance with ANSI/TPI 1, or for handling, shipping, V LL AN ITN/COMPANY installation A bracing or trusses. 4P '4'0.7 19 i"_v 9 QTOT.LD. 42.0 PSF SEQN- 349193 . A awl on this drawing or Carer page listing thin drawIndacceptanceaw ing, Intlltes acceptof prorelenai engineer) wponsiblllty solely for the design shown. The suitability end use of this drawing for any structure Is the 8351 Rovana Circle rsapehnlbl l ley of the Building Designer per ANSI/T1+1 ,sa.z. r� �qM Wa Cjr�` DUR.FAC. 1.15 FROM BB w Sacramento,CA958zs For more information TPI=e this st.o general notes page and these web sites: EXP.12-31-15SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.tom; ICC:ww.,ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - H1) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 100 mph wind, 22.53 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) :W3, W4, W5 2x4 DF-L #2(g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5% 3X5 - 3X5 T3 3X5s 1 .5)(1111111111111111111111111111: .5X41 .5X44 W4 ...•••••••••••••••:;•••000.00°°°°°°°° r (a) (a) 6 9-7-10 0000.71- - — _ 18-0-0 _ 3X5= 3X7= B2 3X5= 3X10(63) 3X10(B3)= 3X7-- 1-9-15 X7=1-9-15 11 ,1 Fc 6-6-109-6-11 -6-9-6-11 _I_ 6-9-2 _I_ 9-0-6-0-22 >� 6-0-2-0-3_I_ 6-Q 2 _I_ 9-6-11 6-6-10 L— 18-6-14 –I– 18-6-14 J k 37-1-12 Over 2 Supports >{ R=1747 U=391 W=5.5" (2.876" min.) R=1678 U=372 W=5.5" (2.762" min.) RL=280/-285 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0 ..7.1):%. /� QTY:3 OR/-/1/-/-/R/- Scale =.1875"/Ft. 7 ••tARNINGI•*READ axD FOLLOW ALL NOTES ON THIS OWNING! °! °4- Truss Components Ave,Of Oregon ((971)137-_118 ••'PORTANT•• FURNISH THIS DRAWING TO ALL canes Togs INCLUDING THE INSTALLERS. cr�+t�'cr• F TC LL 25.0 PSF REF R7175— 58405 825 N 4th Ave,Cornelius OR 97t 13 Trusses �. require extreme cera In fabricating, hantlling shipping, installing and bracing. Refer<o and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions, tInnstallersushall provide temporaryt , 14659 TC DL 1 0.0 PSF DATE 11/02/15 Cop chord shall have pro bracing per SCSI Unless properly attach s properly attached structural Nal sM1aetM1ing and bottom chord shall have a properly a techetl +., - BC DL 7.0 PSF rigid ceiling Locations shown for permanentulateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 15306023 ,4��O`� 'I sections 83 BT or B10, as applicable. Appy plates to each faceoftrussand position es shown above and on JI the Joint Details, unless noted otherwise. Refer to drawings160A_Z for s andard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of IT.Building Components Group Inc. shall not be responsible for any deviation from this •, drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, -^ (�s/ . A seal an this drawing Sr cover peps listing this Crewing, indicates acceptance of profea.lowl engineering �j• wF^ 7, 19x9 pY TOT.LD. 42.0 PSF SEQN— 349190 f responsibility solely for the dealgn shown. The suitability sad use of this crewing for any structure Is the V• 8351 Rovana Circle reapewlbl I ley of til.Building Designer per ANSI/TPI t s.t.t. r//aNy�r GHQ�Q DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information s this job's general notes page and thecae web s tan: r1 SPACING 24.0" J REF- 1 VL7 7 1 7 5202 ALPINE: www.&ip;neitw,cw; TP1: www.tpinst.org; 11TCA:www.sbcindustry.com; ICC: raves.iccsafe.org EXP..i2-31-�5 1L 1 J (1015216--JT ROTH CONSTRUCTION —Medal l ion Mdws lot 17 -- TIGARD, OR — H1G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): Special loads Bot chord 2x6 HF #2 :B2 2x4 HF #1&Bet. : (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) :W4, W5, W6 2x4 DF-L #2(g): TC- From 72 plf at 0.00 to 72 plf at 18.57 TC- From 72 plf at 18.57 to 72 plf at 38.15 Connectors in green lumber (g) designed using NDS/TPI reduction BC- From 7 plf at 0.00 to 7 plf at 4.04 factors. BC- From 14 plf at 4.04 to 14 plf at 37.15 BC- Frolfplf 100 mph wind, 22.74 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- 247.94 lb4Conc.ao Load at 37.15t t2.04,44.04 at 38.15 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Unbalanced snow loads have not been considered. 5X5= 3X5e • 3X5 T 3X5*- T3 3X5 3X5% 1 .5X4�i W5 9-7-10 __•••••••••••••••••:;••••••••••••••••73X5-% (a) (a) -.141111111111111116L_ A/Iii . —% s 3X5= 4X5= B2 4X8(A8R)= 3X5= 4X5# 3X7= 3X10(B3) L7 .1 6-§-10 -10 6-5-15 61 2 _I_ 9-0-3-0-2 >I c 6-0-2 0-3_I_ 64:2 L.99-6-11 6-6-10 I— 18-6-14 _I— 18-6-14ICJI 37-1-12 Over 2 Supports R=2034 U=656 W=5.5" (3.347" min.) R=1720 U=439 W=5.5" (2.831" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01. CPPROpE Y:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon ((503)357-2118 •MA1WING1 LULU READ ma)FOLLOR ALL NOTES ass nus DRAWING! 825 N 4th Ave,OfOreg s OR 97113 awl�roRTANra FURNISH THIS DRAWING To ALL CaNTRACTORs INCLUDING THE INSTALLERS. S 25 0 PSF R] Trusses require extreme care In fabricating, handling, shipping, installing and bracing Refer to and follow LL REF 175 58406 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1 465 9 'Y ' TC DL °performing Lhasa fg^ptl°na tl^siallerauahal provide temporary bracing per BCSI. Unless noted otherwise, _ 1 0.0 PSF DATE 11/02/15 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 • _.�. BC DL 7.0 PSF DRW CAUSR7175 15306003 ,4 O` sections B3 BT or B10 as applicable. Apply plates to each faceof trusstH^tl position as shown above and on II L Jjd I Che J t Betalls, unless 7.7.,otherwise. Refer to tlrawings 7=z:ors °artl plate positi°ns. BC LL 0.0 PSF Alpine, a division of ITW Bnllding Cpmpdnents Grenp Ino. shall n t eaponaible f r any tlevlatibn from this •: .. CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. Oh' G T,19%P QQ�`'fi TOT.LD. 42.0 PSF SEQN- 349200 A arl on this drawing or cover papa Plating this drawing, Indicates acceptance of professional engineering f responsibility solely for the design slow,. The suitabi l ity end use of this drawing for any structure Is the 8351 Rovane Circle responelblilt,of the Sal Iding Designer per ANSI/TPI 1 saes. AQNw,OP DUH.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information this Job's general notes page and these we ALPINE: www.alpineitw.comtTPI: ases.tpinst.org; Www TCA: w.sbcindustry.can: ICCswww.iccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VL77175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - G) Top chord 2x4 HF #2 :T2 2x4 DF-L #2(g): 100 mph wind, 22.74 ft mean hgt, ASCE 7-05, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet.(g): anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Bot chord 2x4 HF #2 :B2 2x4 DF-L #2(g): psf. :B3 2x4 HF #1&Bet.: Webs 2x4 DF-L #2(g) :W1, W3, W8 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member :W4 2x4 HF #2: design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.19" due to live load and 0.27" due to dead load. Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 1 .5X4111 T 6 r T2 4X5% 3X5 2X4ZW13\ t —, 69-7-10 tt, 4.40444044446:8 s›. i �,� T32 6I7 W1 H0612= 3 1 a- r °2 J 3 B3 +18-0-0 1 3X7(R) III 3X5= 5X10= 3X10(F1)= 1-0-0 k 7-1-3 8-7-6 _I_ "I" 8-7-6_1_2-10-1011, -7-6 7-1-3 I_2-10 1D 7-8-4 —L- 15-6-8 8-0-0 , 14-2-6 ,I. 18-6-14 17-2-12 7-6-8 8-0-0 32-9-4 Over 2 Supports a R=1409 U=351 W=5.5" (2.319" min.) R=1505 U=372 W=5.5" (2.364" min.) RL=208/-236 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 .01 .$.., r PROF Y:4 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 e•WARNINGI ww READ AND FMLL4 Au xores ort nus CRANING! 825 N 4th Ave,Cornelius OR 97113 ••IMORTANT'• FURNISH THIS DIMMING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. TC LL 25.0 PSF REF R7 75 58407 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 9 F� TC DL 10.0 PSF 1 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DATE 11/02/15 iw o performing these functions t Installersshallprovide temporary bracing per BCSI Unlessnotedotherwise, top chard shall have properly attached structural sheathing and bottom chord shell have a properly attached , ,.• . BC DL 7.0 PSF rigid cel l Ing Locations shown for permanent lateral restraint of webs shall have bracing stalled per BCSIDRW CAUSR7175 15306024 ,4 �O` sections B3, 87 or B10, as applicable Apply plates toeachface of trussand position as drown above and on II J I 7,-,,,',--,„°:::::-,. lia',-illi Matalla, anleea noted otharwlsa. Rafar t awinge 16OA-Z forstantlertl plate poaltlona. BC LL 0.0 PSF CA-ENG CWC/CWC I i Al plrre, a d; is on of ITW Building Compenenis Group Inc. shall not be respond ble for any deviation from this a;' 11' n drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, D� _ AN ITW COMR4NY installation A bracing or trusses. 0,0 0 71 V9 QAq.... TOT.LD. 42.0 PSF SEQN- 349198 A seal on this drawing or the pegs listing this drawing, Indicates Of anes of professional engineering responsibility solely for ten Wesig enosrl. The suitability.2 elm use or this drawing for any etr.letere IS the `fit/gNwr(A+�Q� DUB.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Ses,x, Sacramento,CA 95828 For more information a this job's general notes page and these web sites: ALPINE: www.alpineitw.com CTPI see NTCA'. www.sbcindustry.com, ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" J REF- 1 VL7 7 1 7 5Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - FGE) Top chord 2x4 DF-L 2400f-2.OE :T2 2x6 HF #2: 100 mph wind, 24.24 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere :T3 2x4 DF-L #1&Bet.(g): in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #2(g): :B3 2x4 HF SS: Calculated horizontal deflection is 0.17" due to live load and 0.32" due Webs 2x3 HF #2 :W1, W2, W5, W7 2x4 DF-L #2(g): to dead load. :W3, W6, W8 2x4 DF-L Std/Stud(g): :W4 2x4 DF-L #1&Bet.(g): See DWGS A10030051014, GBLLETIN1014, & GABRST051014 for gable wind bracing Connectors in green lumber (g) designed using NDS/TPI reduction factors. requirements. Special loads Provide lateral wind bracing per ITWBCG wind bracing details or per (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) engineer of record. 2X3 studs require reinforcement at 70% of the length TC- From 92 plf at 0.00 to 92 plf at 8.18 tabulated for 2X4 studs of the same grade. TC- From 92 plf at 8.18 to 92 plf at 14.19 TC- From 72 plf at 14.19 to 92 plf at 14.19 (a) Continuous lateral restraint equally spaced on member. TC- From 72 plf at 14.19 to 72 plf at 33.75 BC- From 14 plf at 0.00 to 14 plf at 17.21 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BC- From 14 plf at 17.21 to 14 plf at 24.75 applied per IBC-09 section 1607. BC- From 14 plf at 24.75 to 14 plf at 32.75 BC- From 4 plf at 32.75 to 4 plf at 33.75 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, Left end vertical not exposed to wind pressure, Ce=1.10, CAT II & Pf=21.17 psf. 6 7- R III Truss spaced at 24" OC designed to support 1-0-0 top chord 4X5 (R) outlookers in area (X). Cladding load shall not exceed 3 PSF. Top chord may be t notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots -- P13 or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X12 27:00000010.111".e°11 X4 III 3X5 T 1 1111111 4X120/Aiiiiiit. 12-7-10 W11 ` );:11L1m,8-6-9 . 3X5% �' ��� 1 li _ J 3 B3 '' H0619= 3 - " 18-0-0 l 4X8(R) III 3X5= 5X7= 3X12(F2)= R=1890 U=481 W=5.5" (3.111" min.) 1-0-0 RL=178/-372 (X) _ X '-- •- =1788 U=441 W=5.5" (2.806" min.) 8-7-2 8-7-6 7-6-8 8-0-0 04:p 7-10-10 5-a-0 --_°I-11:.? - - 17-2-8 7-6-8 8-0-0 32-9-0 Over 2 Supports Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 15.01 .01.0 .10Scale 1875"/Ft. Truss Component,of Oregon (503)357-2118 w.' FURNISH H READ RANDAV FOLLOW AU.NOTES ON THIS LRNINGI I��C 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.' F"""'B°'TNI,CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF R7 - Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow ��� V � � REF 175 58408 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 TC DL 10.0 PSF DATE 11/02/15 to performing these functions.attached structural provide temporary bracing per BCS Unless noted otherwise, �, ig chord,hall have properly a fached str to rel sheathing and bottom chard shall have a properly attached pBC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shah have bracing installed per SCSI +-- DRW CAUSR7175 15306004 ,4�� `�� top ecimens B3, B]or B10 as cppli<able Apply plates to each full tru tH^tl position as shown above and on O I , cM1e lolnt Detail:. unless n tad otherwl:e. Refer to drawing,1SOA_Z fares dard plata Pn,;tiens. BC LL 0.0 PSF CA-ENG CWC/CWC l l Alpine, a y fai lur of Ibu Building Components Group Inc. shall not be respond handling, for any deviation frau this . - rewing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY imeta llatlan a brrt;ng of trusses. q vim. TOT.LD. 42.0 PSF SE N- 105887 . A.al en this drawing Sr Sever page listing this drawing, Indicates acceptance or prorsalen.l engineering4ii W. 7�' Qa Q y rawponelblllty of solely forDel the design epe. The suitability end use or this drawing for any structure Is tile �]./���.���� DUR.FAC. 1.15 FROM BB 8351 RDvanaCircle raepensibi city of the Building Designer per ANSI/TPI t s.a.z. / Sacranerlw,CA9582s For more Information m thisstJob's general notes page and theme web sites: v SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.dpineitw.com; TPI: wwv.tpinst.org; WrCA:www.sbcinaustry.cam; ICC: www,mccsefe.org PIP 12-q1_15 z-_1-i5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR, (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - F) Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 100 mph wind, 24.24 ft mean hgt, ASCE 7-05, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet.(g): anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Bot chord 2x4 HF #2 :62 2x4 DF-L #2(g): psf. :B3 2x4 DF-L #1&Bet.(g): Webs 2x4 DF-L #2(g) :W2 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member :W3, W4, W5 2x4 DF-L #1&Bet.(g): :W7, W9 2x4 DF-L Std/Stud(g): design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.15" due to live load and 0.22" due to dead load. Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X50 4X5(R) III Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. T 2X4 6 l''' 3X5 ul • 3X5 5X7 T3 1 .5X4-%, 12-7-10 6 8-6-9 ..' 17 3�/ 1 po ii B2 3 3 H0612= 83 _ ` 4_18-0-0 _L 3X7(R) III 3X7= 5X5= 3X10(F1)= 1-0-0 4-0-15 _1. 4-1-3 u 6-0-2 _I_ 6,11;4 I_ 6-2-4 J. 6-2-4 3. 8-2-2 9-0-6 7-6-8 —I— 8-0-0 8-2-2 I— 24-6-14 a 17-2-8 'I' 7-6-8 —1' 8-0-0 32-9-0 Over 2 Supports R=1408 U=419 W=5.5" (2.317" min.) R=1504 U=367 W=5.5" (1.539" min.) RL=158/-330 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 . T; QTY:4 OR/-/1/-/-/R/- Scale =.1875"/Ft. a ••WARNINGI••PEM AND Foliar ALL NOTES ane THIS DIMING! t>ersimr, 1 ® F TC LL 25.0 PSF Truss Components oogee is (597)357- 118 F ppoo ••IIPORTAVT•• FURNISH THIS CRANING TO ALL caNINADTaRS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113REF R7175 58409 Trusses require extreme SCS oar¢ In fabricating, SfetyI handling, shipping, installing and bracing. Peyer to and ro n ow �� 4%..41114( TC DL 10.0 PSF DATE 11/02/15 the latest edition of BCS (Building Component Safety Information, by TPI and WTCA) for safety practices prior p to performing these functions tInstallersushall provide temporary bracing per SCSI. Unless noted otherwise, 1 46 5 8 9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid calling Locations shown for permanent lateral restraint of webs shall have bracing Installed per RCS! DRW CAUSR7175 15306025 11. .4�� tl h tions 63 67 or 1310, as applicable. Appy plates to each face of truss st and position as shown above and on i. O I e Jomt laetaile .:less n tea otherwise. R¢Par tp tlrawings 16OA_Z f antlartl plat¢positions. BC LL 0.0 PSF CA-ENG CWC/CWC * drawinI draping, a division of Ibu Bd the g Components Group Inc. shall n t be respond bio far ens deviation Prom this AN ITw COMPANY Installation failure bracing of trusses.truss in conformance with ANSI/TPI 1, or for handling, shipping, •„i,��, TOT.LD. 42.0 PSF SEQN- 105883 . A N.1 on this drawing or Cover pope listing this draw .. Probing, Indicates acceptance of professional!enpinring .d TO 7ii Q'c. y responsibility solely Tor the design shown. The suitability am use of this drawing for any armature is the d,$h ' Q• DUR,FAC, 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seb.2. Sacramento,CA 95828 For more informations this Job's general notes page and t web sites: `AN w,Cr e ALPINE: www.aipineItw.cww ; TPI: ww .tpinst.org; BTCA: www.sbcindustry coos: ICC: www.iccsafe.org SPACING 24.0” J RE F- 1 VL7 7 1 75 Z02 EXP.12 31-1-S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - FSGE) Top chord 2x4 DF-L #1&Bet.(g) :T3 2x4 DF-L 2400f-2.OE: 100 mph wind, 24.24 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere Bot chord 2x4 HF #2 :B2 2x4 DF-L 2400f-2.OE: in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x3 HF #2 :W1, W2, W3, M15 2x4 DF-L #1&Bet.(g): :W4 2x4 DF-L #2(g): Right end vertical not exposed to wind pressure. :M12, M13, M14, M18, M20 2x4 HF #2: Calculated horizontal deflection is 0.06" due to live load and 0.20" due Connectors in green lumber (g) designed using NDS/TPI reduction factors. to dead load. Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A10030051014, GBLLETIN1014, & GABRST051014 for gable wind bracing requirements. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding load one face, and 24.0" span on opposite face. Top chord must not be cut Provide lateral wind bracing per ITWBCG wind bracing details or per or notched. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load for dead load is 2.00. applied per IBC-09 section 1607. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, 5X5(R1) Ce=1.10, CAT II & Pf=21.17 psf. (SS) 2X4X5-0-0 DF-L #1&Btr. Attach one scab to each face using 10d �(SS) <:p> T3 T common nails (0.128"X3.0")w 3.0" 0.C. Center scab on break. 3X5! ♦ (S) 2X4 DF-L 2400f-2.OE, Attach one scab to each face using 10d *. (S) f 6 common nails (0.128"X3.0")w 3.0" O.C. Center scab on break. Ili II ��� 3X5 3X5% '•.�t ii, I I 12-7-10 6 r II l ' 8 7-13 ild Al �� 4111 18-0-0 1 1 3X5(A1)= 3X5= B2 3X7= 3X711 1.1 it 20-9-77-11-10 24-6-14 -.1- 3-9-7 4, 7-11-10 IIL- 24-6-14 _ I_ 7-11-10 J fe 32-6-8 Over 2 Supports R=137 PLF U=41 PLF W=21-3-4 R=901 U=250 W=2.75" (1.5" min.) RL=18/-8 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.01 - ' .' QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •*URN INGI••READ AND FOLIAR ALL NOTES a THIS owrlxcl 825 N 4th Ave,Cornelius OR 97113 ""INPDRTANT." FURNISH TNRS CRAVING TO ALL CON RACTGRS INCLUDING THE INSTALLERS. R7 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t and follow trI the latest edition of SCSI (Building Component Safety Info TC TC FF TC LL 25 0 PSF REF 175 58410 by TPI and BMA) far safety practices prior � FA DL 10.0 PSF DATE 11/02/15 o performing these Pproperly lae sirers shall provide sheath ng and by bratom chord per all finless noted attachlse, AY 46 5 9 top chord shell have properly attached struc<urel sheathing and bond"chard shall have a properly attached A r BC DL 7.0 PSF . 14116 rigid ceiling. Locations shown for permanent lateral restraint of webs span have bracing installed per Besl _- DRW CAUSR7175 15306005 ,4�1 O`� I sections B3, 67 or B10, as applicable. Apply plates to each faceof trussand position as shown above and on e L J I the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITN Building Components Group Inc. shall not beresponsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, III: -V- AN ITW COMPANY installation A bracing of trusses. 9 �v TOT.LD. 42.0 PSF SEQN- 105880 A seal on this tinning or cover pep.listing this drying, Indlo.tee mesept.,m.of professional engineering 9 '4"0.7" 1g$ �" r.eporu lbl I Ity solely for the designeelehgen. The wltebl l ley end u.e or this drawing fpr any structure 1.the /51l;94g, a' " DUR.FAC. 1 15 FROM BB 8351 ROvana Circle responsibility of the Building Designer per ANSI/TPR 1 Sec.2. Sacramento,CA 95828 For more information s this Jabs general notes page and rhe=a web SPACING 24.0" ALPINE:www.alpineltw,com; TPI:www.tpinst.org; %TCA: www.ebcindustry.com; ICC, www.,ccsafe.org J REF- 1 VL77 1 75202 -EXP.32 3±-/.Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - C) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 100 mph wind, 21.43 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 Webs 2x4 DF-L Std/Stud(g) :W3, W4 2x4 DF-L #2(g): psf. psf, wind BC DL=4.2 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= IS 3X5% 3X5 W4 `� 7-5-3 6 1— 6 •V\ 1 .5X4//i 3X5==-I ri 1 .5X4 v ...,., -0 3X5(A1)= 3X5= 3X5(A1) 3X5= 1.1-9-15< 16-4-8 >< 11-11-8 Ij 11 ' k7-4-4 ,I_ 6-9-1gI_ 9-12 7-4-4 5-11-12 -7-- 5-8-12 r 4-11-0 5-8-12 "T"' 5-11-12 I, 14-2-0 J, 14-2-0 J 1< 28-4-0 Over 3 Supports R=758 U=202 W=5.5" (1.5" min.) R=1479 U=352 W=5.5" (2.06" min.) R=428 U=118 W=5.5" (1.5" min.) RL=212/-217 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0, QTY:2 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503))357-2118 a"WARN INGI.•READ AND FOLIA ALL NOTES a+THIS aWINGI 825 N4th Ave,Cornelius OR 97113 •"IMORTANT•• FURNISH THIS DRAINING To ALL CONTRACTORS INCLINING THE INSTALLERS. Asofit A "F TC LL 25.0 PSF REF R7175- 58411 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow 14 the latest edition of BCSI (Building Component safety Information, by TPI and RICA) for safety practices prior A C e 4 ' TC DL 10.0 PSF DATE 11/02/15 to performing these functions. Installers shall provide temporary bracing per SCSI Unlessnotedtherwise, YO:J A R 5 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �' BC DL 7.0 PSF rigid ceiling Locations shown for permanentlateralrestraint of webs shall have bracing installed per BCSI ._. DRW C US 717 15306033 tl h 63, B7 or B10, as applicable. Apply plates to each face of for st and position as shown above and on ` 1.40 o I sectionsJoint Beta unless n�d otherwise. Rater to tlrawings,BOA_Z f antlartl Plate Poslticns. BC LL 0.0 PSF CA-ENG CWC/CWC I drlpin a y tenor of ITN Building Components Group Inc. shall n t be responsible for any tlppiatlon from this cawing: any failure to build the trues in conformance with ANSI/TPI ,, or for handling, shipping, • 1 ., TOT.LD. 42.0 PSF SEQN- 1 05893 AN RTW COMPANY instal las on 8 brae ing or tresses. /� . A sesl on this drawing or sever peg.listing this drawing, Indicates acceptance of pref.Mlonal engineering 9� NCC 7m 1Ob a" " responsibility solely for the design shoes. The suitability end use or this droving Tor any structure is w �a 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI T S.C.2. A�v� {� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information this job's general notes bpage and t web sites: S�'~�n•GAP SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.elpineitw.com CTPI www. pinst.org; ,TCA:www.s industry coon; ICC: www.lccsare.org EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - CGE) Top chord 2x4 DF-L #1&Bet.(g) (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet.(g) plot details for special positioning requirements. Webs 2x3 HF #2 100 mph wind, 21.43 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Connectors in green lumber (g) designed using NDS/TPI reduction factors. anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched Wind loads and reactions based on MWFRS with additional C&C member 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or design. other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel . See DWGS A10030051014, GBLLETIN1014, & GABRST051014 for gable wind bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length Bottom chord checked for 10.00 psf non-concurrent bottom chord live tabulated for 2X4 studs of the same grade. load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf, 4X5= +. - s I— � s I 7-5-3 i fl I , J 4 4 I U 4 I +18-0-0 ////////////////////////////////////3X/(//)/_////////////////////////////////////////////// / 3X5(A1)= 3X5(A1) L1-9-115J 1-0-0 14-2-0 14-2-0 f' 28-4-0 Over 2 Supports R=131 PLF U=37 PLF W=12-4-0 RL=19/-20 PLF R=107 PLF U=19 PLF W=16-0-0 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . g19Ro,E,.TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••MARNINGIww READ AND FOLLA ALL NgrEs im nus DRAAIINGI .t �� 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH THIS AWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4!00 001 ! � TC LL 25.0 PSF REF R7175- 58412 Trusses require extreme care In ng Const ng, SfetyI handling, shipping, y installing NandTC bracing Refer to and follow -� L` 14659�-r TC DL 10.0 PSF DATE 11/02/15 the latest edition of BCBI alien n fa Component Safety Information by TPI and RICA) for safety Practices prior to performing these functions Installersshallprovide temporary bracing per BCSI Unless noted otherwise ` ,max, r- top chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanenlateral restraint of webs shall have bracing Installed per Bcsl i' BC DL 7.0 PSF DRW CAUSR7175 15306006 ,4 O+�_ -1 sections 83 87or810, as applicable, Apply plates to each face of truss[ position as shown above and on L J N , he Joint Details, unless noted otherwise Refer to drawings 160A-Z for s andard plate positions BC LL 0.0 PSF CA ENG CWC/CWC l Alpine. a division of ITN Building Components Group Inc shall not be responsible for any deviation from this �: =.' wing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY drawing. any drrewin;ort�'egge listing this drawing, indiwtr acceptance of prefe.slan.l engineering op $6,7 C,7,t9�gQ��(r`r TOT.LD. 42.0 PSF SEQN- 105891 responsibility solely for the design moan. The suitability end use of this drawing Ter any structure Is the t� 8351 Rovana Circle re.poriabnity of w Building Designer per ANSI/TPI T sao.2. TZAMW.GW` DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes pogo and these web sites: EXP.12-31-15 SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.al pinei tw.com; TPI: wwwARCA:CA: www.sbcindustry.<om; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - A ) Top chord 2x4 HF #2 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) :B1 2x4 HF #2: anywhere in roof, CAT II, EXP C, wind TC DL=6.0 Webs 2x4 DF-L Std/Stud(g) :W6 2x4 DF-L #2(g): psf. psf, wind BC DL=4.2 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X12= 0111,A11111 , 3X5% —Is 3X5s sr- 1 .5X4111 3X5% 1111113:5-%- 7-6-9 G 2-6-11 ■ 1-2-0 3X7 III 3X5= 3X7=B1 6X8_— 4X8= 3X10= 1 .5X4 III 1 .5X4 III 4X5(A2) `I' 1.1.70-0 5-2-2 >1.c 4-9-10 4-9-10 ›,.1..c5 5-9162 �7'�4 ` 3-7-15 3-9-11 1 4-0-11 9-11-12 14-4-12 J 15-10-14 d_714` 7-10-6 'I 1 24-4-8 Over 2 Supports al R=1048 U=159 R=1134 U=169 W=5.5" RL=154/-176 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01. OF TY:2 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components Ave,is of Cornelius 1503)357-2118 "'MARRING FURNISH H Nano AND Nua ALL CNOTESONTRACTORS BN TSIs warm! � . REF R7175- 58413 825 N 4th AvCornelmsOR 97113 "' +r F'w""SN TM'g DRAINING TO"� INCLUDING THE INSTALLERS. '`�� TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow V the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior W 14859 • •\ TC DL 10.0 PSF DATE 10/30/15 to performing these functions Installers shell provide temporary bracing per SCSI Unlessnoted otherwise, top chord shall have properly attached structural sheathing arW bottom chord shell have a properly !ached ,04164 rigid telling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSIr) _.s BC DL 7.0 PSF DRW CAUSR7175 1 530301 4 .4�L��� I sections B3, B7 or B10 as applicable. plicable Apply plates to each face of trussi position as shown above and on [he.:dint Details, rales n ted otherwise. Refer to drawin s 160A-Z farands' plata Pos tiaras. BC LL 0.0 PSF CA-ENG CWC/CWC 1 Alpine, a division o9 ITN Bulltl ing Components Group Inc. shall not be responsible for any tlevlation from this •3, .111 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Inets l1st ion&bracing of trusses, 'ec 0 45;' TOT.LD. 42.0 PSF SEQN-A seal on this drawing or Cover page listing thin droving. Indicates eeepo engineering of proTssienai pineering 4p 'e7 C.7, 19 348012 e reepsnelbl Ilty solely for the design shown. The suitability end ues of this tlrwing for any structure Is the Q� 8351 Rovana Circle r..pensl°Illey or the Building Designer per ANSI/TPI 1 s.e.z. �'�N w.GAP DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information Job's ob's general notes page and these web sites: ALPINE:ww.alpineitw.comcTPI 5e www.ipinsc.org; MICA: wwm.sbcintlustry.cem; ICC: ww.Iccsafe. orgEXP.12-31-15 SPACING 24.0" J REF- 1 VL7 7 1 7 5202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - AGE) Top chord 2x4 HF #2 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched See DWGS A10015050109, GBLLETIN1014, & GABRST051014 for gable wind 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or bracing requirements. other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel . Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live length tabulated for 2X4 studs of the same grade. load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on 4X5---- factor for dead load is 1.50. Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. PR , 6l I 6 i N R 7-6-9 1 I 2-6-15 //////////////////////////////// DIUDII II RN A0 /7////////////////////////////////////////////// so-o 3X5= 2X4(A1) 11:00 9-11-4 _I, 14-4-12 —J � ' 24-4-0 Over 2 Supports R=117 PLF U=9 PLF W=10-4-0 RL=17/-19 PLF R=105 PLF U=20 PLF W=14-0-0 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(0%)/4(0) 15,01,01, p11fA0F TY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503 357-2118 eerARNINGI sow READ AND FOLLOW Au Mora OI THIS maim .t�C. C - ppoo ••IINORTAMraw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius 0 9713 1. r „ REF R7175- 58414 _ Trusses require extreme cora In fabricating, handling, shipping, Installing and bracing. Refer to and fallow /C7 1 46 59 "9 r TC DL 10.0 PSF DATE 11/02/15 the latest edition of BCS( (Building Component Safety Information, by TPI and NTCA) for safety practices prior �am/ Te o performing these functions. Installersshallprovide temporary bracing per SCSI Unless noted otherwise •w►.. top chord i steal Lo a properly attached man structural sheathing and of web chord shall have a properly attached + ' _ BC DL 7.0 PSF DRW CAUSR7175 15306007 rigid calling Locations shown for permanentvlateral restraint of webs shall have bracing installed per BC51 .4 uO�� sections B3, B7 or B10, es applicable. Apply plates to each face of trusstaandaposit on as shownabove and on I Jthe Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard d rd plate positions. _±...4. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this a: -Al drawing, any failure to build the Cruse In conformance with ANSI/TPI 1, or for handling, shipping, # '£C'7, 111 Qt..• TOT.LD. 42.0 PSF SEQN- 105895 AN RTW COMPANY Installation f bracing of trusses. . A seal on this drawing or Cover paps !lilting this dreaing. Indicates etaeptarlw of profeeelwsl engineering p _ r reaponelblllty solely for the design shwn. The suitability and use of this drawing for any structure Is the T news 8351 RovanaC,rc!e responsibility of the Building Designer per ANSI/TPI 1 Sec,2, T/ANWa c b DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more tion a this Jobs general notes page and t web sites: A SPACING 24.0" J REF- 1 VL7 7 1 75202 ALPINE: www,alpmneitw.com: TPI: www.tpinst.org; MTCA: ww.sbcindustry coom; ICC www.mecsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - EG) Topchord 2x4 DF-L #2(g) :13 2x4 HF #1&Bet.: Z Bot chord 2x6 HF SS 2 COMPLETE TRUSSES REQU I RED I 2 Webs 2x4 DF-L Std/Stud(g) :W4, W6, W7 2x4 DF-L #2(g): Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row 012.00" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Bot Chord: 1 Row ® 3.50" o.c. factors. Webs : 1 Row ® 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC- From 72 plf at 0.00 to 72 plf at 3.00 grain required in area over bearings greater than 4" TC- From 72 plf at 3.00 to 72 plf at 5.17 TC- From 72 plf at 5.17 to 72 plf at 18.81 100 mph wind, 22.60 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 18.81 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4,2 BC- 120.02 lb Conc. Load at 1.94 psf. BC- 575.45 lb Conc. Load at 2.06, 4.06, 6.06 BC- 593.20 lb Conc. Load at 8.06 Wind loads and reactions based on MWFRS. BC- 576.87 lb Conc. Load at 10.06 BC- 574.28 lb Conc. Load at 12.06 1 .5X4 III BC- 569.63 lb Conc. Load at 14.06 BC- 583.75 Ib Conc, Load at 16.06,18.06 / Right end vertical not exposed to wind pressure. i In lieu of structural panels use purlins to brace : : : " ll flTC OC,Deflection meets L/360 live and L/240 total load, e 4X8 i factor for dead load is 2,00. Unbalanced snow loads have not been considered, ee 8-9-1 5X12= 4X8= 0-5-3 _i_ /1110,11.1161111M11111■0,_ sm AI 1- .._� ‘7,S 18-0-0 1 .5X44' 4X8= 6X6= 3X10(B3) 4X8(R) III = 6-9-15 2-0-0 I3-2-1 2 -1 6-9-15 'Ic 6-9-11 6-9-11 L- 3-0-0 _L 2-2-1 -1- 13-7-11 J 18-10-0 Over 2 Supports R=3299 U=899 W=5.5" (2.715" min.) R=3522 U=937 W=5.5" (5.25" Effective Contact) (2.899" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .. ..:c F'.OpQTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING! "READ AND FOLLOW/ALL NOTES ON THIS DIMING! tc REF R7175- 58415 825 N 4th Ave,Comehus OR 97113 '"IgpORTANT"w FURNISH TH1S°°MING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5�� TC LL 25.0 PSF Trusses s requireditio sof emeBCS are In ng Component Safety Information,, shipping, ins telling ane braoing. etyer ac ane fprlow ��� � 'P 14659 10 ' TC DL 1 0.0 PSF DATE 1 1/02/1 5 the latest edl ties of nctl aBulini ng Goers she Safety ethiby TPI and and for safety r to and follow to performing these functions Installers shall provide temporary bracing per BCS Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,411164 rigid ceiling. Locations Chown for permanent latera res aint of webs shell have bracing installed per BCBI • , BC DL 7.0 PSF DRW CAUSR7175 15306008 A Pj[I V ' sections B3 ai or unl as noted other Apply. R plates to each faceoffor t position as drown above and on o the lain[Details unless IT n t otherwise. Refer to drawingsshe 160A-3 fares standard plate any deviation BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, e division Tel of ITR Building truss Components Group Inc shell not bresponsible for ens tlppingion Rom this ",•,, drawing. any failure to build the In conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY installation 9 bracing of tronson, .TFC y9A. " TOT.LD. 42.0 PSF SEQN- 105899 A seal on this drawing or moor page listing this drawing, India/otos saoeptaabe of profeasiwai enolneering �/ 1'i 4 w responsibility solely for the design sheen. The suitability and Lies of this drawing for ern/structure is the 8351 Rovane Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. `�1"AN wt C DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information this job's general n page and these web SPACING 24.0" JREF- 1VL77175Z02 ALPINE:www.alpineitw tom: TPI see ICA:www sbcindustry.com; ICC: www.iccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUTLOADS&DIMENSIONS)( NS ONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - DGE) Top chord 2x4 DF-L #1&Bet.(g) 100 mph wind, 22.49 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) :W3, W4 2x4 DF-L #2(g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Special loads (a) Continuous lateral restraint equally spaced on member. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 plf at 0.00 to 72 plf at 14.17 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 82 plf at 14.17 to 82 plf at 16.58 load applied per IBC-09 section 1607. BC- From 14 plf at 0.00 to 14 plf at 16.58 Deflection meets L/360 live and L/240 total load. Creep increase Wind loads and reactions based on MWFRS with additional C&C member design. factor for dead load is 2.00. Unbalanced snow loads have not been considered. 2X4111 1 3X5 1 .5X4 /1\,: 8-7-11 6 F— A., Aiiiii 11 i -- ■1 �, 18-0-0 �F-� rte. " 3X5= 3X5(Al)= 3X7(R) Ill -.-7 -4-7 1„12 8-6-14 8-0-2 F16-7-0 Over 2 Supports >{ R=724 U=193 W=5.5” (1.5" min.) R=732 U=268 W=2.75" (1.5" min.) RL=311/-37 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=296(096)/4(0) 15.01 .01.4- .: F.O, QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503 357-2118 ”WARN RNI••READ AND NG TO Au ON RA TO THIS DRAWING! y� ...IMPORTANT.. FURNISH THIS CRANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF (( ) REF R7175- 58416 825 N 4th Ave,Comehus OR 97113 Trusses require a treme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow he latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prier Qin 14659�T '+• TC DL 10.0 PSF DATE 11/02/15 to performing these functions tInstallersShe a provide temporary bracing Per 8051 Unless noted otherwise, cop chord shat have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent l t restr int of webs shall have bracing Installed per BCSI + .� BC DL 7.0 PSF DRW CAUSR7 175 15306009 ,4�� T. sections 83. B7 or B10, as applicable. Apply plates lateral each faceoftrussand position es shown above and on O , tha Joint Batal Is, "nlasa noted nth rwlse. Refer!o drawinga,BGA_Z far a andard Plata P0=Itlens. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITW Bulltling Components Group Inc, shall n!be responsible for eny deviation from this .I:1.-. I drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITN,COMPANY Installation&bracing of trusses. 9 ,fC t 10 Qw" TOT,LD, 42.0 PSF SEQN- 105897 . A seal an this drawing or cover pegs listing this drawing, Ildlutes eoesptrlp of professional.npinwrieg responsibility solely far the design shwas, The suitability end use of this droning ter eny structure is the 8351 Pavans Cede responsibility of the Building Designer per ANSI/TPI 1 Ssc.2. r/4N w e Q►Q DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more ion this Jobs general notes page and these web s SPACING 24.0" JREF- 1VL77175Z02 ALPINE, www.alpineitw,cw information www.tpinst.org; PTCA: wwr.sbcindustry.com; ICC: w.w.lccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - JGE) Top chord 2x4 HF #2 (**) Bot chord 2x4 DF-L #2(g) details(forrpuire spositl positioning. Refer to scaled plate Webs 2x3 HF #2 :W1 2x4 DF-L Std/Stud plotspecialpositioning requirements. 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Connectors in green lumber (g) designed using NDS/TPI reduction factors. anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF design. cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or See DWGS A10030051014, GBLLETIN1014, & GABRST051014 for gable wind other lumber defects allowed within 12" of notches. Do not notch in bracing requirements. overhang or heel panel . Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IBC-09 section 1607. 4X5— length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep AIL Truss designed for unbalanced snow load based on Pg=25.00 psf, T increase factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Shim all supports to solid bearing. : 1 11111111111 Cpl 1114441 8-11-3 12 :0 1 —1 12 dN4X8(R) III : ' I— 6 I— Alt 1-11-4 3X5(**) 1 1116k0.0r, 641_18-0-0 _L 3X5(F1)% 2X4(B1) 1-00-5-8 8-0-8 -, 4-2-0 >< 4-4-0 >1 k 12-9-12 0-0 12-8-0 4-4-0 8-6-0 x 8-6-0 8-6-0 4-2-0 _I_. 4-4-0 17-0-0 Over 3 Supports > R=146 PLF U=13 PLF W=8-0-8 R=120 PLF U=15 PLF W=4-4-0 RL=48/-48 PLF R=125 PLF U=108 PLF W=4-2-0 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .I.)152PROOpe Y:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503`))357-2118 "MAIM I NG I'• READ MD FOLLOW ALL NOTES ON ons mwlncl 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL WNIRACTORS INCLUDING THE INSTALLERS. (1,/(t/^ a � y TC LL 25.0 PSF REF R7175- 58417 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow //�' the latest edition of SCSI (Building Component Safety Information, by TP1 and WTCA) for safety practices prior 14659 9 TC DL 10.0 PSF DATE 11/02/15 fid o performing these functions, tlnstallersuahell provide temporary bracing per BCSI Unless noted otherwise. ' r- cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,- BC DL 7.0 PSF rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 15306010 ,4��O` sections 83 87 or 810, as applicable Apply plates co each face of trusstaand position as shown above and on JI 7.:-int Details. "nlesa n ted atM1arwiea Refer to draw lige,6OA z farlord plate pnaltldns BC LL 0.0 PSF CA-ENG CWC/CWC I ' Alpine, a y failure of ITR 8d the g ussinenes Group Inc. hM1AN not be Tor forihie for any tlpping,on from chis \l'14<2442:-c.0"/11 tlrawing, any failure to build[M1e truss in conformance with ANSI/TPI 1, or for M1entllIng, shipping, _ AN ITR COMR4NY Anawl oonnithe dewing oor coveerer pea listing this drawing, Indigstes acceptance of prof ssional 47,19$9q�' TOT.LD. 42.0 PSF SEQN- 349182 responsibility solely for the deeign shown. The suitability end use of this drawing for any structui nese'Is the /�t�' 8351 Rovanz Circleresponsibility of the Building Deelg er per ANSI/TPI 1 See.2. sur CHDUR.FAC. 1.1 5 FROM BB Sacramento,CA9582s For more information see thin Jobs general notes page and theca web sites: EXP.12-31-15 SPACING 24.0" JREF- 1VL77175Z02 ALPINE:ww.al pineitw.cwn; TPes 1: www.tpinst.org;WTCA: w .sbcintlusvy.con; ICC: www.iccaafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - J1) Top chord 2x4 HF #2 100 mph wind, 22.68 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Truss designed for unbalanced snow load based on Pg=25.00 psf, applied per IBC-09 section 1607. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Shim all supports to solid bearing. 4X5 .4h / 12 I 1 .5X4= 3X5 12 j\ �� 8-11-3 6X611111= 3X5 1 3X5 1-11-4 0-8-9 �� 18-0-0 - 3X7(E5) III 1 .5X4111 '-' 2X4(B1) 12-4-10I>< 4-4-0 - >1 I. 4-2-3 8-2-10 4-0-7 Z{< 4-3-12 4-2-0 4-4-0 � f I. 8-2-10 8-2-10 >1` 4-2-0 —66` 8— -0 >, 4-4-0 17-0-0 Over 3 Supports > R=572 U=130 W=5.5" R=150 U=90 W=5.5" (1.5" min.) (2.125" Effective Contact) (1.5" min.) R=841 U=88 W=3.5" (1.5" min.) RL=281/-284 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0' -� . . QTY:1 OR/—/1/—/—/R/— Scale =.3125"/Ft. Truss Components ofOre on 503)357-2118 "Ir^RNINGI..READ AND FOLIO ALL NOTES ON THIS DRANINGI ,<<6P� F TC LL 25.0 PSF REF R7175— 58418 po g t •.I�ORrNff" FURNISH THIS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N4fh Ave,Cornelius OR 97 13 Tresses extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and fallow C� the latest of BCCI (Building Com Safety gInformation, b TPI and NTCA, for safer thea ler TC DL 10.0 PSF DATE 11/02/15 C 9 ponent Y Y Y practices Pr 14659 o performing these Pproperly t ache Installers 11 provide sheathing temporary bracing per allBCSUnless noted otherwise. �_ ,. to chord shall have properly attached structural nal sheathing and bottom chard shall have a properly attachedA. BC DL 7.0 PSF DRW CAUSR7175 15306011 itidhha rigid ceiling. Locations shown for permanent u lateral restraint of webs shall have bracing nstalled per BCSI ,.+ / ,4�� �� actions 83, B]or B10, as applicable. Apply plates to each faceof truss sta.position as drown aboveando the dint Bataila. colada n ted atherwlae. Refer td tlrawings,BBA-Z antlard Plata posltlans. a BC LL 0.0 PSF CA—ENG CWC/CWC I A1pin a tlivlsion of ITW Builtling Components Group Inc, shall n c be responsible for any deviation f om this INT -' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, r TOT.LD. 42.0 PSF SEQN- 105903 AN MA/COMPANY Installation.bracing of trusses. ��. Ibgl ay A nest an this drawing or ewer peg.Mating this drawing. Indian...e..pt.no.of pref...len.l engineering 0. f 19 v responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 9is�.� T �N QQ DUR.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. H w. " Sacramento,CA 95828 Far more information this Job's general notes page and these webSPACING 24.0" JREF— 1VL77175Z02 ALPINE: www.alpineltw.cam tTPI s www.tpinst.org; NTCA: www.sbcindustry.com; ICC, www.lccsafe.org FXP 12-31-15 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K7) Top chord 2x4 HF #2 :T2 2x4 DF-L #2(g): 100 mph wind, 23.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 Webs 2x4 DF-L Std/Stud(g) :W2, W5 2x4 DF-L #2(g): psfN psf, wind BC DL=4.2 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Shim all supports to solid bearing. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X5= 011MOMMEMMiti -7- 1 .5X4 III \Ifilli\--1-111\12 s12 F � 9-5-3 �% 4X5= 0-6-11 4X50 T 1-11-4 3X7�`I 2-2-7 T .- 4_18-0-0 3X5(B2)= 2X4 III 1 .5X4 III Lc------5-5-0 >i< 12-8-4 =-1 -1 - - -,-! - - 5-8-8 4-2-0 4-7-6 3-7-6 8-10-8 12-0-21_ 7-2-12 5-8-8 °T 4-2-0 "-I— 8-2-12 18-1-4 Over 3 Supports R=249 Rw=269 U=155 R=584 U=136 RL=279/-265 R=858 U=136 W=3.5" Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.04 —0,,e,OF QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. AID ca Truss Components ofOre on (503)357-2118 "'WARNINGI"" READ FoALL rams ON nils Drumm O.,825 N 4th Ave,Comelms OR 97113 "IMPORTANT.. f1BN15"THIS DRAWING TO ALL CONTRACTORS INCLUDING E INSTALLERS. 'c F TC LL 25.0 PSF REF R7175- 58419 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to end follow �C/ r k%..414. I TC DL 1 0.0 PSF DATE 1 1/02/1 5 the latest edition of BCSI (Building Component Safety Information by TPI and*ICA) for safety practices prior V 144;59 9 TMto performing these functions t ache Installersshallprovide temporary bracing per SCSI. Unless noted otherwise. M op dherd snail have properly attached man t ral lateral tr and bottom chard shall have a properly attached 1 BC DL 7.0 PSF a rigid telling Locations shown r permanent lateral resValnC of webs shall have bracing Installed per BCSI DRW CAUSR7175 15306012 ,4����D N sections B3. B]or B1g, as applicable. Apply plates to each face of truss and position as shown above and on +t the Details, unlaes n tetl etharwisa. Refer to drawings,BOA_Z f andard plate porltlene. • BC LL 0.0 PSF CA-ENG CWC/CWC A1pine, a dlalsion of ITN Builtl ing Compone s Group Inc. sM1all not be esponsible for any tlevietion from this ,: -' drawing, any failure to build the truss in conformance with ANSI/TPI 1,r or for handling, shipping, AN ITW COMPANY Anal lenion this drawing Srr cover pega listing this droving, indicates acceptance CT prnfa.lonsi engineering ,4t 7'',989 �(`'~ TOT.LD. 42.0 PSF SEQN- 10591 Z re.pensibi I lty solely Tor the design shown. The suitability and use of this drawing Tor any structure Is the 15,. 4 DUR.FAC. 1 .15 FROM BB ' 8351 Rovana Circle r..pon.ibl 1 Ity or the galla ing Designer par ANSI/TPI 7 Sae.2. `�N W.Gt'�' • Sacramento,CA 95828 For more information a this job's general notes page and these web s Vii SPACING 24.0" JREF- 1VL77175202 ALPINE: www.alpineltw.voa; TPI: www.tpinst.org:WTCA: www.sbcindustry.cww. ; ICC: wwiccsafe.org F�jP 12- 1.-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K6) Top chord 2x4 DF-L #2(g) :T1 2x4 HF #2: 100 mph wind, 22.50 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 2411 OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-09 section 1607. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Shim all supports to solid bearing. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X8(R) III A I41 1 .5X4111 1 111 12 12 %% 8-5-3 r-- 4X5o� r J64X5(R) III 3X5s �� / 4X5 1-11-4 6 I— 2-2-7 0-6-11 -1— EIMMOMMIIIMMEMMEMOMMEMMR,11 2X401 V '� 4.18-0-0 3X5(B2)= 1 .5X4111 Lc 5-5-0 - 12-8-4Lal 55 818 2 -3-1 4-2-0 4.....:9.70 2 2-1-12 T 621-10 7-10-8 4-0-1 6-2-12 5-8-8 4-2-0 8-2-12 '< 18-1-4 Over 3 Supports R=248 U=123 R=584 U=136 RL=246/-232 R=860 U=134 W=3.511 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0, QTY:1 OR/-/1/-/-/R/- Scale =.312511/Ft. Truss Components of Oregon (503)357-2118 **WARM NG I** READ AND FOUL,ALL NOTES ON nus DRAWING! F,D . .0-Alp 825 N 401 Ave,Cornelius OR 97113 •'IIIPORfAN T FIAWIIBH THIS DRAWING TO ALL COIMACTORB INCLUDING THE INSTALLERS. R7 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow t 1�,�'�� TC L 10.0 5 0 PSF the latest edition of BC51 (Building Component Safety Information, by TPI and NiCA) for safety practices prior AO 14659 F ' TC DL0.0 PSF11/02/15 0 e performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. DATE 1 T. Cop chord shall have properly attached structural sheatng and bottom chord shell have a properly attached �. . r BC DL 7.0 PSF rigid cel l ling Locations shorn for permanent lateral restraint or webs shell have bracing Installed per BM I_.--.. DRW CAUSR7175 15306013 .4�� 1 sections 63 67 or B10, as eoppllceble Apply plates to each face of trusst position as shown above and on ` l the.,hint Details, ...lass n tad etberwlse. Reran to drawings 16DA_z:or : ord plata pealtlens. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a failure of ITN Building components Group Inc. shall n t be nor for ibio for any tlppiatlon from this 1 drawing, anyylreilure to build the truss in conformance with ANSI/TPI ,, or far handling, shipping, , �„ TOT.LD. 42.0 PSF SEAN- 105911 AN ITW COMPANY installation&brat ing of trusses. . A NRI on this droving or cover pope listing thin drawing, Indicates.eeptwee of prwf.Nlonal engineers ,4) 'FC 3r1g% Qty responibi l ity solely for the assign Noon. The suitability end we of all,drawling far any structure is true �11''HWa G�O DUR.FAC. 1.15 FROM BB ~ 8351 Rovana Circle responsibility or the Building Designer par ANSI/Tel T Bae z. sac,an,emg,CA95828 Far more In:armadan s thisst.job's general notes page and these web s SPACING 24.0" JREF 1VL77175ZO2 ALPINE, www.al pineitw.can; TPI: www.tpinst.org; WTCA: www.sbcintluscry.cam; ICC: wvw.iccsare.org EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K5) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 100 mph wind, 22.75 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. :Rt Stub Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Shim all supports to solid bearing. 4X5(SRS) 4X5= 12 p �, T 4X5-=, T� 3X5 �E_�� —I 12 �� 8-11-3 )2P1 .5X4= '� J 6 6X6= o T 3X7 0-6-11 3X5 1-11-4 6 — �` 4. 0-8-7 J T. " 18-0-0 2X4111 T 3X5(B2)= 4X5(G1)0 L< 5-5-0 >I< 12-8-4 5-6-12 „Jr..L 3 1 6-D0J-6-1, . 4-1-6 4-1-6 5-8-8 1-p_ 3-1-12 8-2-12 < 6-10-8 _I- 6-011-6°1< 8-2-12 > 5-8-8 �1` 4-2-0 �11 8-2-12 < 18-1-4 Over 3 Supports > R=216 Rw=263 U=177 W=4" (1.5" min.) R=570 U=150 RL=279/-279 R=942 U=106 W=3.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.11, .e '..►,OA QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. TmssComponents CorneOregon ((503))357-2118 T.. F NG RNI H RFAD RAN NG TO AL ONfR&Dg TRIS DRONING! Q REF R7 825 N4thAve,ComellusOI297113 ...IMPORTANT.. FURNISH THIS CRANING To AL1.CONTRACTORS INCLUDING THE INSTALLERS. '��' TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 175 58421 t�, TC DL 10.0 PSF DATE 11/02/15 the latest ngeditionee of ncti (Building Component Safety information, by TPI end WTCA)SI 9or safety practices prier 1 46 5 9�'Y to performing these functions Installers shell provide sheath teng anre ry bracing per BCall Unless noted atttachede, A R7 7 601 4 tap chore shall have Properly attached structural sheathing and bottom chore shall have a properly attached 4.: ! BC DL 7 0 PSF DRW C us 1 5 1530 rigid telling Locations shown for permanentlateral restraint of webs shall have bracing installed per BC51 �.y:::401.1 JY7[�" ,4��0�� I sections 63 BT or B10, as applicable Apply plates to each face of trussrand position as shown above and on ' I +,Y the.Joint Datells u„lass noted oYherwlse. Re Per td drawings,BOA-Z fera„da rd pia a positierls. BC LL 0.0 PSF CA-ENG CWC/CWC I A1pine, a tlivislon of ITN Building Components Group Inc shall rot be responsible T any tlev;etion Prom this I drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, or for handling, shipping, ,,. AN ITWCOMR4NY Installation A bracing of trusses. -�r �*/ w TOT.LD. 42.0 PSF SEQN- 105910 A seal on this drawing or Bever page listing this drawing. indicates acceptance of prof esl0M1 engineering C 7,19 Q� F responsibility solely for the design shown. The suitability end use of this drawing for any structure is the g� 8351 RovaeaCuele responsibility of the Building Designer per ANSI/TPI 7 Sec.2. `�T/4HW.CAVI. DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: /I �J ALPINE: woe alpineitw.com CTPI www.tpinst.org; WTCA: www.sbcindustry.tom; ICC: ww.lcesafe.org SPACING 24.0” J RE F- 1 VL7 7 1 7 5Z02 EXP.12-31-1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K4) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC ® 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per Deflection meets L/360 live and L/240 total load. Creep increase factor for dead IBC-09 section 1607. load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Shim all supports to solid bearing. Pf=21.17 psf. 4X5= 4X5(SRS)% AL T leM 12 5X5= T3 1 .5X4111 712 iiiii;11" ,, 1 ,5X4= I �i 12 ' 6 3X5o� 5' 6X6= -T- 1-11-4 1-11-4 L 0-8 4X5 6 2X4 III 3X7(E5) III T 7 16-0-0 8-11-3 2X4(81)= 1-0--0 < 5-6-8 >Ic 12-8-4al 5610 0 .1_0-6-01-2 0 6 0 4-1-6 8_2_12 4-1-6 6-0-0 6-�I-2-6-0>F, 8-2-12 5-10-0 _I` 4-2-0 8-2-12 < 18-2-12 Over 3 Supports > R=327 U=158 W=5.5" (1.5" min.) R=573 U=143 RL=302/-320 R=932 U=105 W=3.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .01.0' — !!qs QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1503)357-2118 "WARNINGIww READ APB FOLLON ALL NOTES ON THIS DRAINING! Q+ ORF 825 N 4th Ave,Cornelius OR 97113 "IIPORfAWT" TSN THIS CRANING To ALL caWTRACTBRs INCLUDING THE INSTALLERS. '_� TC LL 25.0 PSF REF R7175— 58422 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow V the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior to 14659 'Y' ' TC DL 10.0 PSF DATE 11/02/15 to performing these functions. Installers shell provide temporary bracing per SCSI Unless noted otherwise op chord shall have properly at cached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cel I Ing Locations shown for permanent lateral restraint of webs shall have bracing installed per BGSI FIt —‘2101"... DRW CAUSR7175 15306015 ,4 F1 Lt)0 N i sections BD Details, or unless as noted other Apply perces drawing face of for end positron as shown above and on Tm ss I the Joint Dedalls unless n ted oYherwlse Refer<o drawings 160A-Z for standard plata positions. BC LL 0.0 PSF CA-ENG CWC/CWC l Alpin , a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this a�l .•, drawing, any faliure to build the truss in conformance with ANSI/TPI 1, o'for handling, shipping, AN ITW COMPANY installation&bracing of trusses. C.7i, 19 9 w•\' TOT.LD. 42.0 PSF SEQN— 105909 A wool on Vali,drawing or mayor pogo hating this arming, Indicates 000ptrre of profewienal NpinNrIng resparelbi Pity solely for the design show. The suitability and Co.of this drawing for any structure is the • 8351 Rovana Circle responsibility of the Building Designer par ANSI/TPI 1 Sec.2. '��//Vasey.CYN DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more informations this Jobs general notes page and these wee �'IAW R V ALPINE: ww.alpineitw.con; TPI: ww.tpinst.org: WTCA:www.sbcindussry.com; ICC, aww.ICcsafe.erg SPACING 24.0" J RE F- 1 VL7 7 1 75 ZO2 EXP.12-31-1 S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -MedalIion Mdws lot 17 -- TIGARD, OR - K3) Top chord 2x4 DF-L #2(g) :T4 2x4 HF #2: 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4,2 psf. Webs 2x4 DF-L Std/Stud(g) :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on II1FRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC W 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per Deflection meets L/360 live and L/240 total load. Creep increase factor for dead IBC-09 section 1607. load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, Ce=1.10, CAT II & Shim all supports to solid bearing. Pf=21.17 psf. 4X5= NM T 4X5(SRS)�(SRS)1111116i6„----11 12 1 .5X4 III 1 .5X4= 4X5(R) III ice:.► 8-11-3 �� 1 z f�1.W:70 ,5 6= T 4X5 1-11-4 6 L �� �, 0-8-7 na 18-0-0 1 .5X4 III 2X4 III 3X7(E5) III T 2X4(B1)= 1 0= 5-6-8 >1< 12-8-4 > 5-0-0 4-10-4 1.,� 9 3-6-0 „I 4-1-6 L. 8-2-12 4-1-6 1 4-2-0 11 5-0-0 1-6-0 3-6-0 8-2-12 5-10-0 4-2-0 8-2-12 E 18-2-12 Over 3 Supports R=338 U=154 W=5.5" (1.5" min.) R=576 U=141 RL=302/-320 R=919 U=73 W=3.5" (1.5" min.) Design Crit: I BC2009/TP I-2007(STD) — PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . p1pROFE, TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 •*WARN INGimw READ MD Foca Au NDrEs a THIS mom' 4s 825 N 4th Ave,COmehus OR 97113 ...IMPORTANT FURNISH THIS DRANING To ALL CONTRACTORS INCLUDING TILE INSTALLERS. r`Cj � TC LL 25.0 PSF REF R7175- 58423 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices Prier w 14659 9 TC DL 10.0 PSF DATE 11/02/15 to performing these functions t Installersshellprovide temprary bracing per BCSI Unless noted otherwise,,011164 . Q.. op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.D PSF rigid cel I Ing Locations shawl for permanenlateral restraint of webs shall have bracing Installed Per acs' Y DRW CAUSR7175 15306016 ,4�L��� ' sections B3 87 or 010 as applicable. Apply plates Co each f160A P trusst position as showri above and on _ I the Joint Details, unless n tad otM1erwlse Refer:drawinga 1aoA Z:drandard plate Pea tion:. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a divas ion of ITW Buliding Components Group Inc, shall C be responsible for any deviation P this �l R' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, aF �g w" TOT.LD. 42.0 PSF SE AN ITW COMR4NV Installation&bracing of cruses. 4) C.7,19 Q� QN- 105908 A cul on this drawing or cover pegs listing this drawing, Indlutss seasptsnu of profsasiofal enginNring 4�1], Af responsibility solely for the design sheen. Tha suitability end use of this dresing for aro structure Is the F/i 0‘‘1%‘ sS b DUR.FAC. 1.15 FROM BB t 5351 Rovana Circle responsibility of the Building Designer per ANSIFIPI 1 See.2. M V Sacramento,CA 95828 For more information see this Job's general notes page and these websites: ALPINE: www.alpineitw.cwn: TPI: waw.tpinst.org: WTCA: www.sbcindustry.cwn: ICC: waw.itcsafe.org EXP.12-31-15 SPACING 24.0" J RE F- 1 VL7 7 1 7 5 Z02 f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K2) Top chord 2x4 DF-L #2(g) :T4 2x4 HF #2: 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud( ) :Rt Slider 2x4 DF-L Std/Stud(g) : BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC m 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per Deflection meets L/360 live and L/240 total load. Creep increase factor for dead IBC-09 section 1607. load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Shim all supports to solid bearing. Pf=21.17 psf. 4X5= PA T 12 � 11z 4X8% 1 .5X4= IllifiL 4X5= Asielprop,. 6 0.00240 8-11-3 3X5�� 1 z r— �� 6X6= .� 1-1-0X5 6 �� L — I. 0 8-7 411 18-0-0 T _ 1 .5X4111 3X7(E5) III 2X4(B1)= 4X5= 1-0-0----------5-6-8 >< �1 L I' 12-8-4 r 3410-4 16-01'21 4-2-0 'I 4-1 6 8-2-12 4 1-6 .J 4-0-0 11 6-D� 4-6-0 >Ic 8-2-12 > 5-10-0 I 4-2-0 8-2-12 18-2-12 Over 3 Supports > R=422 U=127 W=5.5" (1.5" min.) R=592 U=129 RL=302/-320 R=846 U=95 W=3.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . p119ROF TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 **WARN INGI••READ Ata)Foca ALL NOTES a THIS OOZING! E 825 N4th Ave,Comehus OR 97113 •alnaerANFTFURNISH THIS DRAPING TO ANI.CONTRACTORS INCLUDING THE INSTALLERS, n�` TC LL 25.0 PSF REF R7175 58424 — Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow �►` the latest edition of BCBI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ...._440 14659 9 TC DL 10.0 PSF DATE 11/02/15 TN to performing these functions t Installersnhall provide temporary bracing per SCSI. Unless noted Otherwise, `,. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �_� BC DL 7.0 PSF rigid ceiling. Locations shown r r permanent lateral restraint of webs shall have bracing installed per Bcsl DRW CAUSR7175 15306017 Adlihil ,4�1 � sections sections applicable. faceofand position�olnt 11eta115, ::less n tad otherwlae. Refer tp draw::5 16BA_ 1. BC LL 0.0 PSF CA-ENG CWC/CWC I� I g Z fr endertl plate positions. I Allne, a tlivlsion o4 RTW Building Components Group Inc. snail n t be responsible for any tleviat Non from tM1is a,:i -�: drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN RTW COMPANY ntallatien&bracing of trusses, _ , ''f T 1 a9 Q�v TOT.LD. 42.0 PSF SEAN- 105907 A...1 an this drawing or cower acceptance of professional engineering �� C, 4 reeponsibility solely far the des listing The�suitablility�and use othis drawing for any structure Is the -- ' 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Soe.z. Tj#NW.('N��Q DUR.FAC. 1.15 FROM BB Sacramento,CAa582s Far more information this Job's general notes apage and these web SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.alpineicw.comtTPiswww.tpinst.org; WTCA: wvre.s Intlustry.cgn: ICCswrw.uccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K1) Top chord 2x4 DF-L #2(g) :T4 2x4 HF #2: 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC W 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per Deflection meets L/360 live and L/240 total load. Creep increase factor for dead IBC-09 section 1607. load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Shim all supports to solid bearing. Pf=21.17 psf. 4X5= ES T 12 r 11 .5x4--- 2 3X5 i 1 ,5X4 4X5(SRS) /ip8-11-3 4X5= 12 ° r 6X6= 12Ai T 3X5 1-11-4.tellmamomimmigEammummomih _L 6 l4144 — j 0 8-7 4, 18-0-0 ,,3X5= 3X5(R) III 3X7(E5) III 2X4(81)F--- 1:0-0_10-0_ 5-6-8 >l< 12-8-4 >I I 23 0_4 x1112 432102 I 4-1-6 8 2 124-1-6 3-0-I 1-6 5-6-0 8-2-12 5-10-0 4-2-0 8-2-12 g 18-2-12 Over 3 Supports a R=327 U=127 W=5.5" (1.5" min.) R=575 U=128 RL=302/-320 R=953 U=100 W=3.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . Op QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. "WARN IND!ww NEM as FOLLOW ALL NOTES ON TNIS DRAPING' '� -. TC LL 25.0 PSF REF R7175- 58425 Truss ComponentsAve, f rugs 597 357-_118 wmlgpDRTANr•w FURNISH THIS DRAWING To ALL CONTaAcroNs INOLUDING THE INSTALLERS. 825N4Ut AVe,Cornelius OR 97113 Trusses require extreme care In fabricating, handling, shipping, .��f'�� installing and bracing. Refer ac and follow int/ 14659 F TC DL 10.0 PSF DATE 11/02/15 e latest edition or SCSI a(Building rComponenticating, Safety Information, by TPI and a.WTCA)b Tor safety practices ends for A to performing these functions t InstallersshallProvide temporary bracing per BCBI Unlessnotedotherwise, r. cop chord shall have properly attachedstructural sheathing and bottom chord shall have a props attached �'��� rigid ceiling Locations shown for permanent lateral restraint r webs shall have bracing installed per BCsi �r�' BC DL 7.0 PSF DRW CAUSR7175 15306018 ,4 —,L�)� sections 83. 07 or B10, as applicable. Apply plates to each 1face oor truss end position es shoo sabove and on 1 me.',dint oats:Is. ."lass noted otberwlse. Refer 7p drawings 1BOA-z farandard plata pes,ti n BC LL 0.0 PSF CA-ENG CWC/CWC 1 1 Alpine, a division of ITN 8d th t Components Group Inc shall n t be ror foribio Son any deviation from this .�1 -�� I drawing, any failure to build the truss in conformance with AN51/TPI 1, or for handling, shipping, AN 1TW COMPANY Installation&abracing of trusses. A "FC,7m 19 & Qui.ir TOT.LD. 42.0 PSF SEQN- 105923 . A seal on thin drawing or never page listing this drawing, indicates acceptance of profession.'engineer) _ responsibility solely for the design Noon. The suitability and uss of this drawing for any structure Is the • 8351 Rovana Circle respon•ibi l ity or the Building Designer per ANSI/TPI 1 Sae.2. `.9ri4Mw.C��Q DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information se this job's general notes page and these web a SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.aipineltw.com; TPI: www.tpinst,org: WICA:www.sbcindustry.com: ICC: www.iccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - K) Top chord 2x4 DF-L #2(g) :14 2x4 HF #2: 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per Deflection meets L/360 live and L/240 total load. Creep increase factor for dead IBC-09 section 1607. load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1,10, CAT II & Shim all supports to solid bearing. Pf=21.17 psf. 4X5 G1 T 12 'IL 3X5X4= 4X5(SRS) ' ii 8-11-3 mpr„ 4X5= 6 3X5 &Immo IrP.- 6X6=12 7I1 � 1-11-4X5 6 ■ 0-8-7 0 18-0-0 3X5= 3X5(R) III 3X7(E5) III 2X4(B1)-- 1:0-0, I 5-6-8 - 10-0= 5-6-8 >I< 12-8-4 lac 11210-4' 63-I11-12-4 X321014c 4-1 6 8 2-12 4-1-6 t2-0-0j 6-0I, 6-6-0 x 8-2-12 5-10-0 f 4-2-0 8-2-12 18-2-12 Over 3 Supports a R=313 U=139 W=5.5" (1.5" min.) R=574 U=128 RL=302/-320 R=943 U=102 W=3.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01. QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Comportents ofOre on /503 357-2118 "WARNIN+I" READ Are Foca ALL rlorFs a THIS BRAINING! >or,.p /\\ {` ..INFBRTANT•a FURNISH THIS DRAWING To ALL wwmACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF825 N 4th Ave,Comelm$O]C 97113 Trusses require extreme care In fabricating, handling, pping, Installing end bracing. Refer to antl follow R7REF 175 58426 the latest ed tion of BCSI (Building Component Safety Infrmation, by TPI and WTCA) for safety practices prior ka . 1 46 5 9�'Y '• TC DL 10.0 PSF DATE 11/02/15 o performing these functions tInstallers shall provide temporary bracing per BCSI Unlessnotedotherwise, ct, Lop 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 BCBI + ' -� BC DL 7.0 PSF DRW CAUSR7175 15306019 Ar. sections 83, 87 or 810, as applicable. Apply plates to each faceof truss and position es shown above and on ll LF 1�^ ' i the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for s a rd plate positions. f I \VI t ; Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this 0,; ..,,. BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY Installation&bracing of trusses. .0 A p.I on chis drawing or cover sign liens. this drawingi indicate*acceptancedrawl professionalsstructure Is she Sloe N •CH�Qq� DUR.FAC. 12.1 5 PSF FROM 86SEQN- 1 05936 1 responsibility mei solely for the design g.listing The suitability and use of ele drawing for any engine 1.she 8351 Rouses Circle ra.pon.ibil ley of the Building Designer per ANSI/TPI 1 Seb.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: ww.tpinst.org; WTCA: www.sbcindustry.can; ICC: aw.lccsafe.org EXP.12-31-15 SPACING 24.0" J REF- 1 VL7 7 1 75202 w • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - KG) Top chord 2x4 DF-L #2(g) :T3, T4 2x4 HF #2: 100 mph wind, 22.18 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In I ieu of structural panels use purl ins to brace al I flat TC 0 24" OC. Special loads Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) per IBC-09 section 1607. TC- From 78 plf at -1.00 to 78 plf at 1.00 TC- From 78 plf at 1.00 to 78 plf at 2.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead TC- From 78 plf at 2.50 to 78 plf at 10.00 load is 2.00. TC- From 78 plf at 10.00 to 78 plf at 18.23 BC- From 6 plf at -1.00 to 6 plf at 0.00 Unbalanced snow loads have not been considered. BC- From 14 plf at 0.00 to 14 plf at 5.83 BC- From 16 plf at 5.83 to 16 plf at 10.00 Shim all supports to solid bearing. BC- From 16 plf at 10.00 to 16 plf at 18.23 TC- 100.00 lb Conc. Load at 0.99 4X5= jj AL T 12 � 7 12 3X5�i 1 .5X4= ilk T3 �� n8-11-3 4X5(SRS) 6 3X5�� 4X8= .► 6X6= =ig1► 3X5 Y_ 12 �� Mi'!Nimmummiammommomma 1-11-4 6 ( ) Boo 1 .5X4111 3X5 R III 3X7(E5) III 2X4(B1)= 3X5= 1-0-0� 5-6-8 12-8-4 >1 Ld1 1 2 3 5-2 I 4-3-122- 1 6 8-2-12 4-1-6 1-0-01-6-0 -1 I, 7-6-0 8-2-12 5-10-0 -I- 4-2-0 >l< 8-2-12 18-2-12 Over 3 Supports > R=409 U=115 W=5.5" (1.5" min.) R=574 U=145 R=932 U=244 W=3.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave wm FT/RT=2%(0%)/4(0) 15.01 .01.0' - , .OAF QTY:1 OR/-/1/-/-/R/- Scale =.2511/Ft. Truss Components of Oregon (5032357-2118 WARNINGI mm Roto um FOLLOW ALL NOTES co This DRAWING! - 825 N 4th Ave,Comehus OR 97113 r'IN NWITANrwa FURNISH THIS DRAWING TO ALL amrnecroRS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 5842 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow _r� r e the latest edition of SCSI (Building Component Safety Information by TPI and WrCA) for safety practices prior �V_``, , 9�',Q TC DL 10.0 PSF DATE 1 11/02/15 7 to performing these functions. Inste n ars Shan provide temporary bracing per aCSI Unlessnoted otherwise, r• - BC l 7 1 5 6020 top chord shall have pons so attached structural sheathing and bottom chord Shall have n properly attached BC DL 7.0 PSF ,4164, rigid calling Locations shorn for permanent plates restraintfa of webs shall have bracing installed per SCSI DRW C USR7 5 30 �� �� 1 sections B3, 07 or B10, as applicable. Apply plates to each face of trussrand position as shownaboveand on ti 1 /2......„„ OI the Joint Details, unless n tetl otherwise. Refer to drawings 160A-Z fors antla rd late t'on AlpAne, a tlivision of ITR Bulltling Components group Inc. s„a„ n t be responsible far any tle.,iaudn from thla BC LL 0.0 PSF CA-ENG CWC/CWC l drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, a •'a AN Irw coMlxwv Installation 8 bracing of trusses. y ..; TOT.LD. 42.0 PSF SE N- 105934 A.esl on this drawing or!ever pegs noting thin Growing. Indicates aaeapt.nea of professional wginesrIng # °fiC 7 t-2 - Q responsibility solely far the design shown. The suitability and use of this arming for any structure Is the A 835!RovangCircle responsibility of eO.Building Designer per ANSI/TPI 1 S.c.2. 0// r G,1 DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information s this Jobs general notes page and these web a SPACING 24.0" J REF- 1 VL7 7 1 7 5202 ALPINE:wm.al pineitw.cm; Tpl: www tpinst.org; WrCA: www.sbcindustry.cam, ICC:wwwicasafe.org FXP 12-31-15 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - MGE) Top chord 2x4 HF #2 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched See DWGS A10015050109, GBLLETIN1014, & GABRST051014 for gable wind 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or bracing requirements. other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel . Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live 4x5. length tabulated for 2X4 studs of the same grade. load applied per IBC-09 section 1607. Al Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, m factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Shim all supports to solid bearing. 12 Ip I 1 12 11-9-4 6-5-3 ll 110 �, 4X8(R) III 1 —Js , 4.1111111111. 1■0111.11111P ll . / 3X5(F1) 3X5(F1)( L.1 ,.,-J5'8-4 5-6-8 >1< 5n8 5-6-8 > -1' < 6-0-0 >I< 6-0-0 > 4 12-0-0 Over 4 Supports > R=240 U=95 W=5.5" (1.5" min.) R=83 PLF U=53 PLF W=5-6-8 RL=274/-274 R=110 PLF U=36 PLF W=5-6-8 R=240 U=80 W=5.5" (0.903" min.) Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 . QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss ComponentsofOre on (503)357-2118 ••rARNINGI••READ AND FOLIOS Au NOTES a THIS WINING! fir t i OFF TC LL 25.0 PSF iiromAmr•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Comehus OR 97113 re S�,�/ REF R7175 58428 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and POIIOW p the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior �,4 to performing chess functions. Installersachstructural shall provide sheath ng and bracing per all e a ss notedproperly otherwise, A R7 5 1 6034 `� 14 59 TC DL 10 0 PSF DATE 11/02/15 top chord snail have properly n for structural lateral restraint antl of chord shall have a instaly Cached �: rigid telling Locations sown for permanent lateral restraint oP webs shall have bracing Pl stalled per BCSI — BC DL 7.0 PSF DRW C US 1 7 530 ALP)— sections S3, B7 or B10, as applicable. Apply plates to each Pace of truss and position as shown above and on r JI he Joint Details, unless noted otherwise. Refer to drawings 160A_P forandard Plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC I Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this — drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. ^ A.ml on cola tlrval ng or cover page Plating thin strewing, indicates acceptwxe of professional engineering 9 'it.' AO Qt4'r TOT.LD. 42.0 PSF SEQN- 349205 .ypmibnity moiety for the design shown. The suitability end use of this arming for any structure Is the ' Q OUR.FAC. 1.15 FROM BB f 8351 Rowena Circle responsibility of the Building D.elgn.r per ANSI/TPI T Seca. f. �A y� Sacramento,CA 95828 For more Information s this Jobs general notes page and these web r,�n W.V�� ALPINE:www.alpineitw.com: TP1:see WTCA:wm.sbcindustry.cam: ICC, iwww.icosare.org SPACING 24.0" J RE F- 1 VL7 7 1 75202 EXP.12 31 15 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - M) Top chord 2x4 HF #2 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R) III /1 i 12 E 6-5-3 1z jo 4X8(R) III 61 x, 900 i 3X5(F1)0 3X5(F1). .-s-s -0-1 6-0-0 >I< 6-0-0 c 12-0-0 Over 2 Supports R=648 U=61 W=5.5" (1.5" min.) R=648 U=61 W=5.5" (1.5" min.) RL=242/-242 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0, - QTY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. "WARNING'"PEND"'o FOLLOW Au NOTES oy ries ORRpi11GI .�rc I ' 04 TC LL 25.0 PSF REF R7175- 58429 Truss Components of Oregon 971157- 118 �i 825 N 4th Ave,Comellus OR 97113 f*I��T" FURNISH TMIs IMAGING To ALL wlrlmc7ggs INCLUDING THE INSTALLERS. Trusses rewire extreme care in fabricating, handling, shipping, Installing and bracing. Beyer t and Pallor �. • TC DL 1 0.0 PSF DATE 11/02/15 the latest ng editionofBCS( (Building t Comport nt Safety Ie temporary on, by TPI end NfCSI For safety Practices prior /.v 14659 F: Component V to performing these functions Installers shell provide temporary bracing per SCSI Unless noted otherwise, herwise W . ,0141164, tap chord shall have properly attached structural sheathing and bottom chard=hall have a properly attached �- BC DL 7 0 PSF DRW CAUSR7175 15306026 rigid ceiling Locations shownfor permanent u lateral restraint of webs shall have bracing Installed per BCS( ,4[l Lam) T. sections B3 67 or as applicable. Apply plates to each faceoftruss and position es shown above and on the j,oint Bet:ll ":lase n ted otherwise. Re Per tp drawings i60A:.Prantlartl plate posltlens. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a di on of Ibu Building Components Group Inc. shall n responsible Tor any tlppiatlon from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, al .'1 AN ITW COMP NV installation&bracing of trusses. q :r TOT.LD. 42.0 PSF SEQN- 105914 . A...I an this drawing or cover page lifting this drawing, Indicates acceptance of professional engineering a �,e ' 19$ responsibility solely for the design shave. The suitability end use of this drawing for any structure I.the ISO.. NW.C�AQQ more DUR.FAC. 1.15 FROM BB f 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 s.a.z. Sacramento,CA 95828 For b information seethis Jobs general notes page and these web s SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.alp neitw.ce.; TPI; www. pinst.org; rTCA: www.sbcinduscry.com; ICC: www.iccsafe.org EXP.12 31-13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - M1) Top chord 2x4 HF #2 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5(R1)of A5X12 \ , 6-5-3 9-0-0 i 4 III 2X4(B1)= 2X4(B1)= Ec 6-0-0 arc 6-0-0 I— 6-0-0 ,I. 6-0-0 J 12-0-0 Over 2 Supports R=638 U=66 W=5.5" (1.5" min.) R=638 U=66 W=5.5" (1.5" min.) RL=243/-243 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .01 QTY:2 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (5031357-2118 •'11A■NINGI•• MD F01.1011 AL.NOTES ON TMIs ORMINGI �,Ptyd ,OPE REF R7175- 58430 825 N 4th Ave,Cornelius OR 97113 .•IIWORTANT.. FURNISH THIS DRAWING TO ALL COMTIPCTORS INCLUDING THE INSTALLERS. � TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping. Installing and bracing Refer to and follow ��``` the latest edition of BCSI (Building Component Safety Information, by TPI and MTCA) for safety practices prior y 14859 TC DL 10.0 PSF to performing these functions Installersachsir shell provide sheathing temporary bracing per BCSI eUnlesspr pnotederly otherwise, �, 11/02/15 rap chord i sng.l have properly attached manentu lar ral re tr ant bottom chord al shat have n properly attached r BC DL 7.0 PSF DRW CAUSR717515306027 rigid tel Locations shown for permanent lateral restraint of webs shall have pos bracing installed per BCSI ,4 L ��/111111611\ tw sections 03. BT or 810. as applicable. Apply plates to each face of trussent position as shown above end on F , O I the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any& ace to fuildrca the truss In conformance with ANSI/TPI ,, or for handling. shipping, '1• TOT.LD. 42.0 PSF SEQN- 105915 AN ITW COMPANY Ins[allotion&bracing of trussos.A...i an this drawing or*ever peg.Iisting this drawing, Indicates.Capture.of prof.NlaMI a gineeri 'F£ respauibi I thy wlely for en.Assign srww. Th.wltabi1ity end ues of thif droving Tor dry atructare Is tM \\4444.4...Mammj t1�� C�WDUR.FAC. 1 15 FROM BB 835]Rovana Circle raspormlblIIry oT she epiiding Galppr per ANSI/TPI t Ses.2. A Sacramento,CA 95828 For more information a this Job's general notes page and these web sites: ALPINE:Sww.alpineltw.com CTP(see aw. arch: wwsbcindustry.coe; ICC: wwwiccsefe.org SPACING 24.0" J REF- 1 VL7 7 1 7 5202 EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - SDG) Top chord 2x4 DF-L #2(g) :T2 2x6 HF #2: 2 COMPLETE TRUSSES REQU I RED 1 2 Bot chord 2x6 HF SS Webs 2x4 DF-L Std/Stud(g) :W2, W8 2x4 DF-L #2(g): Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @10.75" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Bot Chord: 2 Rows ( 3.00" o.c. (Each Row) factors. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 I Plate Dur.Fac.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC- From 78 plf at 0.00 to 78 plf at 1.17 grain required in area over bearings greater than 4" TC- From 39 plf at 1.17 to 39 plf at 10.83 TC- From 78 plf at 10.83 to 78 plf at 12.00 100 mph wind, 19.02 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 12.00 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 TC- 150.00 lb Conc. Load at 1.07,10.93 psf. BC- 39.20 lb Conc. Load at 1.21, 3.21, 5.21, 6.79 8.79,10.79 Wind loads and reactions based on MWFRS. BC- 1590.01 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9.94 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Unbalanced snow loads have not been considered. 6X8 4X5= 1 .5X4111 4X5= 6X8-=- 12 X8=12 12 T2 W2 _ W8 T 1-7-3 ` _418-0-0 1, 3X5111 6X8= 5X7= 6X8= 3X5111 4X8(83)= 4X8(B3)-=- 1-c-11-c-1-2-0>k -2-0>< 2-5-14 + 2-4-2 >I< 2-4-2 -I- 2-5-14 >k 1-2-OH 1,1-2-0-1, 9-8-0 .....I......1-2-0...j 1 12-0-0 Over 2 Supports R=4608 U=1156 W=5.5" (3.793" min.) R=4522 U=1136 W=5.5" (3.722" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 • QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on (503)357-2118 •*WARNINGI••READ AND FOLLOW Au"orfs a TNis DRAWING! 1G REF R7175- 58431 825 N 4th Ave,COt7)e11US OR 97113 '"Ir+ORTANT FURNISH THIS DIMINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �a��i/�v� 'OF� TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow DATE 11/02/15 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior f`C.7� k TC DL 10.0 PSF to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, v _ 6 . ,41111614 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached A,U 4 5 9 ''Q rigid telling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 15306021 ,4 OJ sections 83, 87 or 1310, as applicable Apply plates to each face of trusst nd position es shown above and on i 1 I he Joint Details, unless noted otherwise. Refer to drawings 160A_2 forstandard plate psitions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITW Building Components Group Inc. shall not t be responsible for any deviation from this wing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, f;i -AI AN ITW COMPANY installation A bracing of trusses. s V TOT.LD. 42.0 PSF SEQN- 349202 A...1 on this drawing or cover Fog.listing this drawing, Indicates ea:enemas of professisn0l engineering gf To.7, 1yb �' responsibility solely for the design ahosn. The suitability end use of thi.drawing for any structure is the ��r,AN r GO DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle rawpomibi i Ity of the Building Designer per ANSI/TPI 1 See.S. V Sacramento,CA 95828 Per more ion this Jobs general notes page and these web= w SPACING 24.0" JREF- 1VL77175Z02 ALPINE:www.alpineitw.cwn information gww, pinst.org; WTCA: www.sbcindustry.caa, ICC:www.iccsafe.org EXP.12 31-- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Meda lIion Mdws lot 17 -- TIGARD, OR - BGE) Top chord 2x4 DF-L #2(g) 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 W. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0' span on opposite face. Top chord may be notched Right end vertical not exposed to wind pressure. 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 notch in See DWGS A10015050109, GBLLETIN1014, & GABRST051014 for gable wind overhang or heel panel. bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the length load applied per IBC-09 section 1607. tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Unbalanced snow loads have not been considered. factor for dead load is 2.00. 1 .5X4 III 1 .5X4 III 1 2-3-13 ii6111-.A11111111111111111i ,dillIllIllMillIl ■ ■ f 9-0-0 / 2X4(A1)= 1 .5X4 III 1 .5X4 III Lc1-0-0-..1 1 Fe3-11-4 Over Continuous Support R=122 PLF U=82 PLF W=3-11-4 RL=50/-8 PLF Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0,` ,.0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-1118 ...WARN READ AND MLLE AU_xorEs ON nos DRAWING!( t0 g FURNISH TRIS awING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 't TC LL 25.0 PSFR7175- 825 N 4th i Ave Cornelius O>2 67113 "1P01RA"NT" � REF 58432 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow • the latest edition of SCSI (Building Component Safety Information, by TPI and%RCA) for safety practices prior 4� i'2%. TC DL 10.0 PSF DATE 11/02/15 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, T. to chord shat, havpearly attached structural rel sheathing and bottom Chord shah have a properly attached BC DL 7.D PSF rigid ceiling Locations shorn for perm ulateral restraint of webs shall have bracing installed per BCSI CAUSR7175 1530602E A CLF) sections BD ai or unless as applicable. Apply plates to each face of truss and position as shown above and on - G �. DRW the Joint Details, unless notetl otherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0 0 PSF CA EN CWC/CWC l Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this Ill!. drawing, any failure to build the truss In conformance wIEE ANSI/TPI ,, or for handling, shipping, �fi 7r‘43%9 '4 TOT.LD. 42.0 PSF SEAN- 105916 AN ITW COMPANY installation&bracing of trusses. • A vel on thin drwing or Cover page Iisting this graving, indicates acceptesos et prefsnnloesl engineering Cr. reepons lblllty solely for the design shown. The suitability and use or this drawing for any structure Is the 'S1 Rgr��AQ DUR.FAC. 1 .15 FROM BB f 8351 RBVBDa Circle responsibility or the Building Designer per ANSI/7P! t See.z. 1� Sacramento,CA 95828 For more information see this Sobs general s page and these web a SPACING 24.0" J REF- 1 VL7 7 1 7 5202 ALPINE: ww.al pineitw.cw; TPI: waw. pi t.org;NrCA: wwr.sbcintlusiry.com; ICC: www.iccsafe.org EXP.17-31-14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - B) Top chord 2x4 DF-L #2(g) 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor Unbalanced snow loads have not been considered. for dead load is 2.00. 1 .5X4 III P • s � 2-3-13 ■ l 1 .5X4111 2X4(A1) L 1 ' J 3-8-8 )--12 H 3-11-4 Over 2 Supports R=263 U=27 W=5.511 (1.5" min.) RL=69/-28 R=154 U=37 Design Crit: 1BC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0{' .a•� ,.0 QTY:4 OR/-/1/-/-/R/- Scale =.511/Ft. Truss Components of Oregon 503 357-2118 "WARNING I"REN)AND FOL ON ALL NgrEs ON nes OWING! 4 po g ••nroaraxr FURNISH THIS DRAPING TO ALL CONTRACTORS INCLUDING me INSTALLERS. TC LL 25.0 PSF REF R7175- 58433 825 N 4th Ave,Cornelius O 97113 ) Trusses require extreme care In fabricating, Safety Information,, shipping, Installing ane bracing. Refer to ane fellow TC DL 1 0.0 PSF DATE 1 1/02/1 5 tba lrtestform ngltiones of ncti (Building Goers entsha Saprov eeorarby TPI and wBES1 for safety ted otherwise,prior �� 4 6 5 9 "T ' to performing these functions tlnsiallers shall provide temporary bracing per SCSI Unless noted otherwise op chore shall have properly attached structural sheathing a,W bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per BCS! DRW CAUSR7175 15306029 ,4 t1 sections 63, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on INN1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z fors standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC J 1 Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this �I.i ,0, 1 drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY AnNONI on this drawing Br trusses. ,.r peg,Inning chi.drawing. Indicates acceptance B?profNeelaui engineering Ii/ 'FC 7,V., gk,`v TOT.LD. 42.0 PSF SEQN- 105917 a sepnnslbll Iry ofthe&raifor ding Dhe deeign esigner peri MTMSI suitability and a,of tl,l,drawing POP any structure I,the srigHw.GNAQ DUR.FAC. 1.15 FROM BB 8351 Rovana Circle r Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE: www.alpinaitw.com; TPI'. www.tpinst.org; WICA:www.sbcintlustry.cam: ICC: www.lccsafe.org SPACING 24.0" J RE F- 1 VL77 1 75Z02 EXP.12-41-1 9 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - 61) Top chord 2x4 DF-L #2(g) 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 OF-L Std/Stud(g) psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Unbalanced snow loads have not been considered. 1 .5X4 III 1 'L 1-3-14 NIN +9-0-0 / 1 .5X4 III 2X4(A1)= Lc1n >J —1-8-12—j�j2 1-11-8 Over 2 Supports R=53 U=14 R=193 U=24 W=5.5" (1.5" min,) RL=41/-22 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01. D1PRop TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOregon (503)357-2118 ”WARN INGI••READ ANO MILO,ALL NOTES ON THIS DRAINING! 825 N4thAve,ComehusOlt97113 "IMPORTANT. FURNISH THIS DRAINING To ALL CONTRACTORS INCLUDING THE INSTALLERS, � � TC LL 25.0 PSF R7 _ REF 175 58434 Trusses require extreme cera In fabricating, handling, shipping, Installing and Gracing. Refer to and follow 1 465 9 'Q the latest edition of BCSI (Building Component Safety Information, by TP1 and WTCA) for safety practices prior Li, TC DL 10.0 PSF DATE 11/02/15 a o performing these functions Installersshallprovide temporary bracing per BCSI Unless noted otherwise, _ — 41111 top chord shall have properly attached structural sheathing and bottom chord shall have _ rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing p installed tper hBC51 BC DL 7.0 PSF DRW CAUSR7175 15306030 A LIFJ0 N sections 6D Details, or unless as appinoted otherwise. Apply plates to drawings ingsfaceoof for C position as shown above end on ' I , the.Joint Ddivisi, unless n ted otherwise. RafGY to Inc. s 160A-Z Pores andira plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC * I Alpine, a division of ITVIbu Buildingdthe Comtruss In Group Inc. shall not be responsible for any deviation from this • .., drawing, any failure to build the truss In conformance with ANSI/TPI i, or for handling, shipping, AN ITW COMf�.N1V Installation A bracing of trusses. g' 4)/49,44 'fC T 140 Q$1 TOT.LD. 42.0 PSF SEAN- 105918 . A seal on this drawing or sower pope listing this drawing, Indio..dlie.ooewptsrnaw of professional uct engineering /A responsibility solely for the design shown. The suitability end see of tills drawing for any structure Is the V w t 8351 Rovana Circle n•..pmr.lbi i lty of the Building Designer par ANSI/TPI 1 ses.2, �'�Nwr I g DUD.FAC. 1 .15 FROM BB Sacramento,CA95sza For more information see this Jabs general notes page and these web sites: EXP.12-31-15 SPACING 24.0" JREF- 1VL77175Z02 ALPINE: www.alpineltw.cam; TPI: waw.tpinst.org;PTCA: www.sbcintlustry.tom; ICC: www.,ccsafe.org a I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - N) Top chord 2x4 DF-L #2(g) 100 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-09 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Unbalanced snow loads have not been considered. 1 .5X4 III i 6 1- 1-s-1 ....iiiiiilli 1 � „ 9-0-0 1 .5X4 III 2X4(A1)= 1-c-2-0-0— 2-7-0-- -12 12-9-12 Over 2 Supports R=346 U=53 W=5.5" (1.5" min.) RL=67/-40 R=54 U=12 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .I' d ~'0p QTY:4 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 'e�ARN1N+l" READ Aro FOLLON ALL ROTES ON THIS GNAWING! 'ttt' TC LL 25.0 PSF 825 N 4th Ave,Comehus OR 97113 "t r FURNISH THIS DRAPING TO""CONTRACTORS INCLUDING THE INSTALLERS. e�� � "' REF R7175- 58435 Trusses require a trema cera In fna9T tato„:^, M1entllyng, shipping, lystelllengtl antl)''clog, R'''' ''Prect ntl fprlow * /t' F TC DL 10.0 PSF DATE 11/02/15 CM1e latest edition of SCSI Bulltll C Sepro Ie temporarymb TPI WTCfor afar Ices for /1w 04 , 14659 o performing these functions Installers shell provide bracing per SCSI. Unless noted otherwise, `- r- to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 1 5306031 rigid telling Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI � A LL=)[1 the BB, ai or unless as voted other Apply places to winM1 face fru and position as shown above and on chs JolsC Details, unless n ted otherwise. Refer es to each ace of trusstandard late !tions. " pre BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this ♦.. .� drawing, any failure Co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ^ AN ITWCOMPANY installation&bracing of trusses.o "F 00 4�lf TOT.LD. 42.0 PSF SEAN- 105920 , A sl a1 this drawing or cover pegs listing thin droning. Indicates acceptance or professional engineering , 7l /w V 7 9 t reaparolblllty solely for the design furan. The wlobllley rid me of this drawing for any structure I.the ` 8351 RUyana Circle rw1»nsibi I ity of the Building Designer per AWBI/iPI 1 See,2. Y1/N es'C�A DUN.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information is fob's general notes page and these web w ALPINE:www.elpineltw.coa`TPISewwwtpinstorg; WrCA: www.sbcindustry.com: ICCSwtww.locsafe.ora EXP.12-31-15 SPACING 24.0" JREF- 1VL77175Z02 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - NG) Top chord 2x4 DF-L #2(g) :T2 2x6 HF #2: 100 mph wind, 18.90 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied TC- From 78 plf at 0.00 to 78 plf at 0.94 per IBC-09 section 1607. TC- From 78 plf at 0.94 to 78 plf at 1.50 BC- From 14 p I f at 0.00 to 14 plf at 1.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead TC- 100.00 lb Conc. Load at 0.92 load is 2.00. Unbalanced snow loads have not been considered. 4X5(R) III 12 1 .5X4111 1 iuT2 igM hiiH, 1-3-2 1-4-7 . .1 1e-o-o ►% � 1 .5X 1 .5X4 III 2X4(B1) I<11"446"121 0-11-4 -6-12 R=120 U=36 1-6-0 Over 2 Sports R=118 U=33 W=5.5" (1.5" min.) Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .' F'.O` QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 .ver INGI ww READ AND FOLLON ALL NOTES aa nus awiNGl 825 N4th Ave,Cornelius OR 97113 "IINORTARTaa FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTILLERS. TC LL 25.0 PSF R7 _ Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer C and follow 5 ' - �' REF 175 58436 Che latest edition of BCCI (Building Component Safety Information, by TPI and RICA) far safety practices prior /(�Z',I " 14659 F.p• f TC DL 10.0 PSF DATE 11/02/15 T. to performing these functions. t Installers shall provide temporary bracing per SCSI Unless noted otherwise, ^� cap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached PSF . 11116 rigid ceiling Locations shown Tor permanent lateral restraint of webs shell have bracing installed per BCSI "+- BC DL 7.0DRW CAUSR7175 15306022 ,4 O�� sections 83, 87 or 810, as applicable Apply plates to each face or trussCand position as shown above send on it L I the aln!Betaila. .:les;natal atharwlao. Rarer to drawings ISSOA_Z farandartl plate paslti<ns. BC LL 0.0 PSF CA-ENG CWC/CWC I i Alpine a division or Ibu Building Components Group Inc. shall t be responsible far any deviation T this �,. rowing, any failure Co build the truss In conformance with ANSI/TPI i, or for handling, shipping, AN ITW COMPANY Insta!lotion&bracing ar trusses. '4e;;'; �9 "A TOT.LD. 42.0 PSF SE N- 105921 A.mal an this drawing or cover pogo listing UI.drawing, Indians.acceptance of professional engineering �/ C 19 `V SEQN- solely for the design shown. The suitability and use or this arming for any structure Is the �A • t,A� T 8351 Rovana Circle resperi.IblllQr of the Building Osslgesr per AMSI/'Tpl ,sae.z. sr14N �+NT+` DUN.FAC. 1.15 FROM BB Sacramento,CA 95928 For more information seeb this Jos general s page and these web sites: n SPACING 24.0" J REF- 1 VL7 7 1 7 5202 m.alpineltw.cam; TPI: wm.tpinsl.org;RICACA ALPINE: w : wm.sbcirWuslry.com: ICC: waw,is<safe.org EXP.12-31-15 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015216--JT ROTH CONSTRUCTION -Medallion Mdws lot 17 -- TIGARD, OR - D) Top chord 2x4 DF-L #2(g) 100 mph wind, 18.47 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 DF-L #2(g) CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IBC-09 section 1607, load is 2.00. Unbalanced snow loads have not been considered. 1 .5X4 III r 6 ...digigillill1-6-3 , 18-0-0 �1 1 .5X4 III 2X4(A1)= Lc--1-9-15--� H2-1-4— �2 2-4-0 Over 2 Supports R=315 U=65 W=5.5" (1.5" min.) R=39 Rw=44 U=21 RL=67/-36 Design Crit: IBC2009/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . PROpe Y:6 OR/-/1/-/-/R/- Scale =.5"/Ft. •�. FURNISH H•HEAD RAN NG TO Au ONTRA a nos INCLUDING REF R7175- 58437 Truss Components of Oregon (503)357-2118 „IgPDRTAN... iUMlsn TREA CRANING FO To ILL CONTRACTORS al s IsCORMIN Txe INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 CO Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow w k%,.., TC DL 1 0.0 PSF DATE 11/02/15 the latest edition of BCSI (Building Comp'nent Safety Information, by TPI and 11TCA) for safety practices prior �y, o performing these functions.tlnsCellersu<M1all provide temporary bracing Per BCSI Unless noted otherwise. .: top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Shell have bracing installed per BCSI 071:1021,!". / BC DL 7.0 PSF DRW CAUSR7175 15306032 .4^ �0�� 1 sections B3, 07 or 810, as:applicable. Apply plates to each face of trussndposition as shown above and on II the Joint Details, unless noted otherwise Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC I Alpine, a tlivlslon of ITW BulYtling Components Group Inc. shell n t be responsible for any°:;Intl'"from t''' drawing, any failure to bulltl LM1e truss in wnfornence vel th ANSI/TPI 1, or for harMling, shipping, �� - AN ITW COMPANY Inatnllat.on A bracing of trusses. 9j ' C.7,19 9 Qw� TOT.LD. 42.0 PSF SEQN- 349187 . A*eel on this,growing or never pogo listing this drawing, indicates steptenee of professional engineeriog __responsibility solely Vol.the design Mon. The suitability and ins of this drawing for any structure Is the l/4N.W.OV DUR.FAC. 1 .15 FROM BB A 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA9s82s for more InformationYon seeJob's genera a page and= web gALPINE: www.alpinaitw.conCTPIwww, pin .org, AICA:ww.sbcintlustrycan; ICCwww.i ccsafe.org EXP.12-31-15 SPACING 24.0" JREF— 1VL77175Z02 GABLE STUD REINFORCEMENT DETAIL ASCE 7-05 100 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1,00, EXPOSURE C, Kzt = 1.00 2X4 BRACE (1) 1X4 "L" BRACE * (1) 2X4 "L" BRACE * (2) 2X4 "L" BRACE ** (1) 2X6 "L' BRACE * (2) 2x6 'L" BRACE ** GABLE VERTICAL NO I-- SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B #1 / #2 3' 11' 6' 10" 7' 0" 8' 1° 8' 4" 9' 8" 9' 11" 12' 8" 13' 1° 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES Z S P F #3 3' 10" 6' 1" 6' 1' 8' 1" 8' 1" 9' 8" 9' 8" 12' 7" 12' 7" 14' 0" 14' 0" LI STUD 3' 10" 6' 1" 6' 1" 8' 0" 8' 0" 9' 8" 9' 8" 12' 6" 12' 6" 14' 0° 14' 0" GROUP A: I I I _ STANDARD 3' 10" 5' 3' 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR RI / #2 STANDARD #2STUD #1 4' 4' 6' 10" 7' 4" 8' 1" 8' 9" 9' 8" 10' 5" 12' 8" 13' 8" 14' 0" 14' 0" #3 STUD #3 }STANDARD SP #2 4' 3' 6' 10" 7' 4" 8' 1" 8' 9" 9' 8" 10' 5" 12' 8" 13' 8" 14' 0" 14' 0" I #3 4' 1" 6' 3" 6' 3" 8' 1" 8' 3" 9' 8" 10' 2" 12' 8" 12' 10" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE Q (U D fr L STUD 4' 1" 6' 2" 6' 2" 8' I" 8' 2" 9' 8" 10' 2" 12' 8" 12' 9" 14' 0" 14' 0" #3STUD #3 STUD i C-) STANDARD 3' 11" 5' 4" 5' 4" 7' 1" 7' 1" 9' 6" 9' 6" 11' 0" 11' 0" 14' 0" 14' 0" STANDARD STANDARD H #1 / #2 4' 6" 7' 10" 8' 0" 9' 3" 9' 6" 11' 1" 11' 4' 14' 0" 14' 0" 14' 0" 14' 0" I— _ S P f #3 4' 5" 7' 6° 7' 6" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" (___) r STUD 4' 5" 7' 5' 7' 5' 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" Lt..] —r STANDARD 4' 5" 6' 5" 6' 5" 8' 5" 8' 5" 11' 1" 11' 1" 13' 2" 13' 2" 14' 0° 14' 0" GROUP B > #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR SP #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" #i & BTR #3 4' 8" 7' 8' 7' 8" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" #1 J D P L STUD 4' 8° 7' 7" 7' 7" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 6" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 4" 13' 5" 13' 5" 14' 0" 14' 0" RI #1 P r #1 / #2 5' 0" 8' 7' 8' 10" 10' 2" 10' 6" 12' 2" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" #2 #2 Q S P r #3 4' 10" 8' 7" 8' 7' 10' 2" 10' 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0' L) I r STUD 4' 10" 8' 7" 8' 7" 10' 2" 10' 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" L - r STANDARD 4' 10" 7' 5" 7' 5" 9' 9" 9' 9" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: X #1 5' 6" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" SP #2 5' 4" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' 1" 8' 7" 8' 10" 10' 2" 10' 9" 12' 2" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 75 PLF OVEI Clj D F L STUD 5' 1" 8' 7" 8' 9" 10' 2" 10' 9" 12' 2" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 0' 7' 7" 7' 7" 10' 0" 10' 0" 12' 2" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12' SYMM ��'',,`` PLYWOOD OVERHANG. ABOUTj� 1) 1 I 0 ATTACH EACH "L' BRACE WITH 10d NAILS. �f GABLE TRUSS `' `� �� (0.128"x3" min) ISI 2X4 #2N OR BETTER )I( FOR (1) `L" BRACE, SPACE NAILS AT 2' O.C. DIAGONAL BRACE OPTIONSI ; IN 16" END ZONES AND 4" D.C. BETWEEN ZION VERTICAL LENGTH MAY BE Ili )I(XFOR (2) "L" BRACES, SPACE NAILS AT 3" O. DOUBLED WHEN DIAGONAL ill IN18" ENDZONES AND6" O.C. BETWEEN ZONBRACE IS USED. CONNECT "L,DIAGONAL BRACE FOR 560# ME BRACINGMUSTBEAMINIMUMOF80% OFWE:AT EACH END. MAX WEB BRACE ;� MEMBER LENGTH, TOTAL LENGTH IS 14'. 2xa sruD, #3 GRGABLE VERTICAL PLATE SIZES BETTER DIAGONAVERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWNHRACEi SINGLE LESS THAN 4' T 1X4 OR 2X3 IN TABLE ABOVE. OR DOUBLE CUT �,-` © GREATER THAN 4' 0`, BUT 2X4 �� (AS SHOWN) AT • • • MIL• LESS THAN 11' 6' Pirni •mmm � �1 GREATER THAN 11' 6" 2.5X4 UPPER END. �r�•�•� • • ONTINUOUS BEARING + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL ATNO REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! --- REF ASCE7-05-GABIO ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. PR pF Trusses require extreme care In ,Iovpfabricating, hondling, shipping, hstolling and bracing. Refer to andOfollow the latest edition of BCSI (Building Component safety Information, by TPI and SBCA) for safety (<0 DATE 10/01/14 practces prior to performing these functions, Installers shall provide temporary bracing per BCSI1 Unless noted otherwse, top chord shall have properly ottached structural sheathng and bottom chordw'�% TM shall hove a properly ottached rigid telling Locations shown for permanent lateral restraint of webs 14659�"7' 'I'1i�F"\�� I11E shall hove bracng Installed per BCSI sectons B3, B7 or BIO, as applicable Apply plates to each face/uI) \\ � � of truss and Poston as Shown above and on the Jo nt Detn ls, unless noted otherwse r rt u U �JI� _ 00 1014 L Refer to drawings 160A-2 far standard plate positions - AN ITW COMPANY Alpne,n dvis'on of ITW Building Components Group Inn shall not be re5pon5i ble for any devint on £ram this drawing,any follurf to build the truss in conformance with ANSI/TP[ 1, ar for nnnaung, shipping, MAX, TOT. LD. 60 PS F Installation 6 drawing if trusse ov 11 -,1 A seal on this drawing or cover page listing this drawing,indicates acceptance of professional I 1 '. engineering responsibility solely for the design shown. The suitability and use of this drawing V for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 19/ 'FC, 7,ASO 4c 13389 Lakefront Drive For more information see this job's page Earth City,MO 63045 .ia general notes pa and these web sites: Sr`dNw• .0 A4R MAX. SPACING 24.0" ( ALPINE. www.alpineltw.coni TPI.a www.tpinst.orgl SBCA. www.sbcindustry.orgl ICC' www.lccsafe.org EXP.12-31-15 Y GaoLe De -7, aiL For Let-in Verticals Gable Truss Plate Sizes A Sbouym't O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. it 8 +O Refer- to Engineered truss design for peak, idler splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. if' L GableOipP vertical © Exnm le. 2X4 1. di IP: © Leyngth p i: II in_ 2X4 pi 1 2X8 "T" Reinforcement Attachment Detail "T" Reinforcing 'T' Reinforcing Member Member "IIIIII © © Toe-nail - Or - End-nail © © 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"x 3.",min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. "T" reinforcing member material must match size, specie, and grade of the "L" reinforcing member. Rigid Sheathing Toenalled Nails, 10d Common (0148"x3",min) Toenails at 4" o.c. plus Web Length Increase w/ „Tw Brace �� 4 Nails �� I (4) toenails in the top and bottom chords. g I 'T" Reinf, .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 % A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c, SP #3 4" 0.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 307. = 1.30 A1203 Aopria e Alpi14, gable detail014, maxim ENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length, �' 4 Nails 6' .•z. Ceiling ���ED Pfiap. ...WARNING*. READ AND FOLLOW ALL NOTES ON THIS DRAWING! REE LET—IN VERT ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \� Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA)for safety 41 - 14659 -r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. r ' \\ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord / —_V n shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs _� DRWG GBLLETIN1014 ,.....4:g ill ))=II Fi shall have brac,ng nstolletl per BCSI sectons 53, J or 810, ns applicable. Apply plates to each face -- -- ---- --- ----- Iilll�\\�`I Jli of truss and position ns shown¢hove and an the Joint Details. unless noted otherwise. Refer to drawings 160A-Z For standard plate positions. Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from `V~ V AN ITW COMPANY this drawing, ony failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 0 C j,W.199 AMAX, TOT, LD, 60 PSF g installation bracing of trusse A A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 5 engineering responsibility solely for the design shown. The suitability and use of this drawing �1Au W6 OUR, FAC, ANY For any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive For more information see this Earth City,MO 63045 w job's general notes page and these web sites: EXP.12-31-15 MAX. SPACING 24,0" ALPINE. w w.alpineitw.coml TPI. SBCA w .sbcindustry.orgi ICC w.ccsafe.org ASCE 7-05: EXPOSURE C COMMON RESIDENTIAL_ GABLE END WIND BRACING REQUIREMENTS - STIFEENERS 100 MPH, 30FT, MEAN HGT, ASCE 7-05, CLOSED H LESS THAN 4'6" - NO STUD BRACING REQUIRED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP C, H GREATER THAN 4'6" TO 7'6" IN LENGTH Kzt = 1.00, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF, PROVIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE STIFFBACK LATERAL CHORD BRACING REQUIREMENTS TO ROOF DIAPHRAGM EVERY 6'0" (SEE DETAIL BELOW OR TOP: CONTINU❑US ROOF SHEATHING REFER TO DRAWING A1003005). BOT; CONTINUOUS CEILING DIAPHRAGM H GREATER THAN 7'6" TO 12'0" MAX; SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL PROVIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE FOR LUMBER, PLATES, AND OTHER INFORMATI❑N NOT SHOWN TO ROOF DIAPHRAGM EVERY 4'0" (SEE DETAIL BELOW OR ON THIS DETAIL. REFER TO DRWG A1003005), NAILS: 1001 COMMON (0.148"x3") OR BOX (0,128"x3",MIN) NAILS >I< OPTIONAL 2X L-REINFORCEMENT ATTACHED DR GUN (0,125"X 3,",rain) NAILS. TO STIFFBACK WITH 10D BOX OR GUN (0128" X 3", MIN.) NAILS @ 6" ❑.C. i I X K Pli 1 • 10,01111101111111i 2X4 BLOCKING NAILED TO Illk ;* 45° SHEATHING AND 24' MAX EACH TRUSS (TYP) 111111rak 2X4 STUD, #3 • H/2 OR BETTER ,1111 DIAGONAL BRACE ATTACH EACH END X 611111 FOR 560#, i V R I I� �II imil iii Iejmn• i o i` ❑NTINU❑US BEARING — 2X6 #2 STIFFBACK ATTACHED TO EACH STUD W/ (4) 10 D BOX OR GUN (0,123" X 3", MIN.) NAILS. •wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI P Op TC LL PSF REF GE WHALER wwINPDRTANTww FURNISH THIS DRAWING TG ALL CONTRACTORS INCLUDING THE INSTALLERS. (15Qrussee repore extreme care n fabng Com, handling, sy In nston ng and brad ng Refer to and C DL PSF DATE 10/01/14 pracw the ri rst peion of BCtI (8ultd ng Component Safety Inoprovide Or TPI and SBCA) for BCSI. � e Tpract'ces prior to performing these Punct ons Installers shall provide temporary brat ng per BCSI. pp /�Unless noted otherwise, top chard shall have properly attached structural sheathng and bottom chord1405.9 • --_. , shall hove a properly ottached rigid telling. Locations shown for permanent lateral restraint of webs • BC DL PSF DRWG GABRST051014 � or BIO, os apPllcnble APPIY Plates to each foce t 1"' ---- ----- ---- — , , 1ili 0 Ni--- g nstatted per BCSI secptons 3, B7 BC LL PSF J I I\\\V I�I of truss antl position os shown above and on the Joint Detnll s unless noted otherwise U �J Refer to drawings 160A-Z for standard lote positions. AN ITW COMPANY Alpine' a division of ITW Building Components Group Inc. shall not be responsible for any deviation from . TOT. LD. PSF this drawing,any foilure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, v installation 6 bracing f trusse A seal on this drawing or cover page listing this drawing.indicates acceptance of professional . O.7�190 tee engineering responsibility solely for the design shown. The suitability and use of this drawing �9P1.: Q DUR, FAC, 13389 Lakefront Drive for any structure Is the res ponslblllty of the Buading Designer per ANSI/TPI 1 Sec.2. U �! Earth City,MO 63045 For more information a this job's general notes page and these web sites, ,�n'NW.CO ALPINE www.olpineitw.comi TPS www.tpinst,orgl SBCA! wwwsbcindustry,org; ICC; www.iccsafe.org MAX SPACING 24" EXP.12-31-15 e 7LR Rein o -� cing ve -nk) er SL, bs L LL, Lon T-Reinforcernent This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, is specified on a truss design but an alternative web L-Reinforcement; or reinforcement method is desired. L-Reinf. ,. ,, ,, Apply to either side of web narrow face, Attach with 10d (0.128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: a minimum 80% of web ,, member length. , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to I-reinforcement or , L-reinforecement or scab reinforcement, . _ Alternative reinforcement specified in chart below may be conservative, ME WI For minimum alternative reinforcement, re-run design with appropriate MEMX „reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scala Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. - Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x400 minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()1() Scab Reinf, I-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (X) Center scab on wide face of web, Apply (1) scab to each face of web. II MN wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! S'tLt��� MO TC LL PSF REF CLR Subst. ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \�w Trusses require extreme care In fabricating,handling, shipping, installing and brat ng Refer to and wt tion of BS ( ilding Component Safety InformationbyTPI andCA)for tf8/ " 1edi . TC DL PSF DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing per BCSI. CC r Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord -1- _ BC DL PSF DRG BRCLBSUB1014 .w shall have n properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs � _.� shall have brocng nstal sd per SCSI sec nos, B3, B7 or 13e10,,,ass applcabt Apply plates to each face BC LL PSF -- ,...,/g I i i)-g l I of truss and post on o shown above and on the Jo nt Details,unless noted others se. L ILII I Refer to drawings 160A-2 for standard plate positions. lw.. - AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation From c 7'199 v TOT. LD. PSF this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, / w� installation 6 bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional ♦ F I. engineering responsibttlty solely for the design shown. The suitability and use of this drawing ..4/f CHS OUR. FAC. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer'per ANSI/TPI I Seca w Earth City,MO 63045 ALPINE. w For more information see this job's general notes page and these web sites: EXP.12-31-15 SPACING .apineitw.romi TPI. ww .tpMst� orgi SBCA: www.sbcindustry.org; ICC. w.iccsafeiorg 4 GABLE STUD REINFORCEMENT DETAIL ASCE 7-05: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1,00, EXPOSURE C, Kzt = 1.00 2X4 BRACE (1) 1X4 'L" BRACE r (1) 2X4 "L" BRACE r (2) 224 "L" BRACE moo (1) 2X6 "L" BRACE . (2) 2X6 "L" BRACE ■!N = GABLE VERTICAL NO — SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B LTD #1 / #2 4' 2" 7' 3" 7' 5" 8' 7" 8' 9" 10' 2" 10' 6" 13' 5" 13' 10' 14' 0' 14' 0" BRACING GROUP SPECIES AND GRADES, z S P F #3 4' 1" 6' 9" 6' 9" 8' 7" 8' 7" 10' 2' 10' 2" 13' 5" 13' 5" 14' 0" 14' 0" - - — W U — STUD 4' 1" 6' 9" 6' 9" 8' 7" 8' 7" 10' 2" 10' 2" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: SPRUCE-PINE-FIR HEM -FIR_ �J FSTANDARD 4' 1" 5' 9" S' 9" 7' 8" 7' 8" 10' 2" 10' 2" li' 11" 11' 11" 14' 0" 14' 0" #1 / #2 STANDARD i2_ Brun #1 4' 7' 7' 3' 7' 9" 8' 7" 9' 3" 10' 2" II' 0" 13' 5" 14' 0" 14' 0° 14' 0" #3 STUD #3 STANDARD SP #2 4' 6" 7' 3" 7' 9' 8' 7" 9' 3" 10' 2" 11' 0" 13' 5" 14' 0" 14' 0" 14' 0" #3 4' 3" 6' 11" 6' 11" 8' 7" 9' 0" 10' 2" 10' 9" 13' 5" 14' 0" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE (U D F L STUD 4' 3" 6' 10" 6' 10" 8' 7" 9' 0" 10' 2' 10' 9" 13' 5" 14' 0" 14' 0" 14' 0" STUD STUD Li STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 2" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" STANDARD STANDARD H--I #1 / #2 4' 10" 8' 3" 8' 6" 9' 9" 10' 1" 11' 8" 12' 0" 14' 0' 14' 0" 14' 0" 14' 0" F— SPF #3 4' 8" 8' 3' 8' 3" 9' 9" 9' 9" I1' 8' 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" (Y C__) STUD 4' 8" 8' 3" 8' 3" 9' 9" 9' 9" 11' 8" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" H STANDARD 4' 8" 7' 1" 7' 1" 9' 4" 9' 4" 11' 8' 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B. #1 5' 3" 8' 3" 8' 11" 9' 9" 10' 7" 11' 8" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR SP #2 5' 2" 8' 3" 8' 11" 9' 9" 10' 7" 11' 8" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 & HTR #3 4' 11" 8' 3' 8' 6" 9' 9" 10' 4" 11' 8" 12' 4" 14' 0" 14' 0" 14' 0" 14' 0" #i W I D L L STUD 4' 11" 8' 3" 8' 5" 9' 9" 10' 4" 11' 8" 12' 4" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10' 7' 3' 7' 3" 9' 7" 9' 7" 11' 8" 12' 0" 14' 0" 14' 0' 14' 0" 14' 0" #1 #i n'lSPF #1 / #2 5' 3" 9' 1" 9' 4" 10' 9" 11' 1" 12' 10" 13' 3" 14' 0" 14' 0" 14' 0" 14' 0" p2 #2 Q S P f #3 5' 2" 9' 1" 9' 1" 10' 9" 10' 9" 12' 10' 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" _________ _ _-__ __ _. LD Ci —F STUD 5' 2" 9' 1" 9' 1" 10' 9" 10' 9" 12' 10" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" I I STANDARD 5' 2" 8' 2" 8' 2" 10' 9" 10' 9" 12' 10" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: X S P #1 5' 9" 9' 1" 9' 10" 10' 9" 11' 7" 12' 10" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" #2 5' 8" 9' 1" 9' 10" 10' 9' 11' 7" 12' 10" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' 5" 9' 1" 9' 7" 10' 9" 11' 4" 12' 10" 13' 6" 14' 0" 14' 0" 14' 0" 14' 0' PROVIDE UPLIFT CONNECTIONS FOR 60 PLF OVEf D P L STUD 5' 5" 9' 1" 9' 7" 10' 9" 11' 4" 12' 10" 13' 6" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 3" 8' 5" 8' 5" 10' 9" 11' 1" 12' 10" 13' 3" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" - _ ___ -. .__.__._ --_____..___-_ - OUTLOOKERS WITH 2' 0' OVERHANG, OR 12" SIMM py^� PLYWOOD OVERHANG. ABOUT E r�(( 0 ATTACH EACH "L" BRACE WITH 10d NAILS. 1 GABLE TRUSS �� I� (0.1.28'x3' min> 2X4 #2N OR BETTER 31E FOR CI> 'L" BRACES SPACE NAILS AT 2' D.C. DIAGONAL BRACE OPTION: I ; IN 18` END ZONES AND 4' O.C. BETWEEN ZON VERTICAL LENGTH MAY BE © )IE*FOR (2) 'L' BRACES SPACE NAILS AT 3" O. DOUBLED WHEN DIAGONAL IN 18" END ZONES AND 6" O.C. BETWEEN 20N BRACE IS USED. CONNECT "L" "L" BRACING MUST BE A MINIMUM OF 80% OF WE. DIAGONAL BRACE FOR 480# BRACE � MEMBER LENGTHr4BLEcUj VECAHSHOWN 1111111 • •�� ■ F■l I'w'I LESS THAN 11' 6" /�•��•�•�•� `, GREATER THAN 11' 6` 2.5X4 R END. ���•�•� • • ONTINUOUS BEARING + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. •wFURNISHtww RAND FOALL NOTES ON THIS DRAWING! 4D PROF REF ASCE7-05—GAB10 wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t f I' Trusses require extreme care In fabricating,handling, shipping,Installing and bracing Refer to and �` C DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety 1 practices prior to performing these functions. 1nstatters shall provide temporary bracing per BM \� • / Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ZC1C,. 4.4•741VDRWG A10015051014 /� l w" shall hove a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs 14659 / �I, IJ-[IN shall have bracing installed per BCS' sections B3, 87 or DLO, as applicable. Apply plates to each face -_ //—I ILJ�I ) of truss and position asshown above and on the Joint Details,unless noted otherwise r L Refer to drawings 160A-Z for standard plate positions ,-"4 i .. AN ITW COMPANY Alpine, n division of ITW Building Components Group [nc. shall not be responsible for any deviation from this drawng, any failure to bulid the truss in conformance with ANSI/TPI 1, or for handling, shipping, MAX. TOT. LD. 60 PSF installation 4 bracing of trusse lw,� A seal on this drawing or cover page listing this drawing,indicates acceptance of professional V engineerig responsibility solely for the design shown. The suitability and use of this drawing 'e �9 13389 Lakefront Dfive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. �' C,7,1f9 ��f1 r Earth City,MO 63045 For more information see this job's general notes page and these web sites 4 ALPINE. w w.aipineitw.comi TPI; www.tpinst.orgi SBCAi w w,sbcindustry.orgi ICC: www.iccsafe.org T'� NO MAX, SPACING 24.0" S EXP.12-31-15 4