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Plans (390) yv\512Dti_ oo Alpine, an ITW Company -7 ' - ` `�'L1 i8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 D { (L 6W Page 1 of 1 Document ID:1VZI7175Z0829130548 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR Model Code: IRC Truss Criteria: 1 RC2012/TP I-2007(STD) Ep PROp.. Engineering Software: Alpine proprietary truss analysis software. Version 16.01. Truss Design Loads: Roof - 42 PSF B 1.15 Duration r1G 1 N FO tc,Q Z Floor - N/A 19675 4 Wind - 120 NPH (ASCE 7-10-Closed) ".70" 4151' Notes: 03/r 9/2017 OREGON 1. Deternination as to the suitability of these truss conponents for the • structure is the responsibility of the building designer/engineer of R�""•20.19 Q, record, as defined in ANSI/TPI 1. QLD W 2. As shorn on attached drawings; the drawing nunber is preceded by: CAUSR7175 Garo' m.Heal Details: BRCLBSUB-12030EC1-GBLLETIN-GABRSTIO-12015EC1-HIPFRANE- Subnitted by GWH 13:04:40 03-29-2017 Reviewer: PBC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 91698--A 17088072 03/29/17 39 91736--EJ3 17088110 03/29/17 2 91699--A1 17088073 03/29/17 40 91737--EJ4 17088111 03/29/17 3 91700--A2 17088074 03/29/17 41 91738--SJ1 17088112 03/29/17 4 91701--A3 17088075 03/29/17 42 91739--5J2 17088113 03/29/17 5 91702--A4 17088076 03/29/17 43 91740--CG 17088114 03/29/17 6 91703--A5 17088077 03/29/17 44 91741--CJ1 17088115 03/29/17 7 91704--A6 17088078 03/29/17 45 91742--CJ2 17088116 03/29/17 8 91705--B 17088079 03/29/17 46 91743--CJ3 17088117 03/29/17 9 91706--61 17088080 03/29/17 10 91707-42 17088081 03/29/17 11 91708--C 17088082 03/29/17 12 91709--0 17088083 03/29/17 13 91710--01 17088084 03/29/17 14 91711--D2 17088085 03/29/17 15 91712--D3 17088086 03/29/17 16 91713--E 17088087 03/29/17 17 91714--E1 17088088 03/29/17 18 91715--E2 17088089 03/29/17 19 91716--E3 17088090 03/29/17 20 91717--FG1 17088091 03/29/17 21 91718--FG2 17088092 03/29/17 22 91719--G 17088093 03/29/17 23 91720--G1 17088094 03/29/17 24 91721--G2 17088095 03/29/17 25 91722--H 17088096 03/29/17 26 91723--H1 17088097 03/29/17 27 91724--H2 17088098 03/29/17 28 91725--H3 17088099 03/29/17 29 91726--H4 17088100 03/29/17 30 91727--H5 17088101 03/29/17 31 91728--J 17088102 03/29/17 32 91729--J1 17088103 03/29/17 33 91730--X 17088104 03/29/17 34 91731--X1 17088105 03/29/17 35 91732--X2 17088106 03/29/17 36 91733--X3 17088107 03/29/17 37 91734--EJ1 17088108 03/29/17 38 91735--EJ2 17088109 03/29/17 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - A) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W4, W10 2x4 HF #2: TC- From 67 p f at -1 .50 to 67 plf at 8.91 :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: TC- From 33 p f at 8.91 to 33 plf at 27.09 TC- From 67 p f at 27.09 to 67 plf at 37.50 120 mph wind, 22.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 p f at -1.50 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 p f at 0.00 to 10 plf at 36.00 DL=6.0sf. BC- From 5 p f at 36.00 to 5 plf at 37.50 p TC- 414.29 b Conc. Load at 8.83,27.17 Wind loads and reactions based on MWFRS. BC- 106.12 b Conc. Load at 2.00,34.00 BC- 107.57 b Conc. Load at 4.00,32.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 109.61 b Conc. Load at 6.00,30.00 BC- 112.46 b Conc. Load at 8.00,28.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live 18 BC - 257.2 b Cnc. Lad 2822 0Conc.0Load.at at 10.00,12.00,14.00,16.00 load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= 5X5 3X5= T2 1.5X4 III 3X5= 3X5 8 `3 T ir 3X5 W4 6-6-8 8 r W10 / -I 8 0-7-4 0-7-4 ■ 0 ■ �►� T 19-2-10 1.5X4 III 3X5- 4X5(R) III ill 4X5(R) III 3X5= 1.5X4111 5 5X7(B8R) X7(B8R) 1-6-0 1-6-0 '1.4--5-0-0 U' 3-10-14 >1= 4-9-0 >I< 4-4-2 >t< 4-4-2 >I.< 4-9-0 >I< 3-10-14 >f< 5-0-0-->1 I, 8-10-14 _1, 18-2-4 J„ 8-10-14 J Inc 36-0-0 Over 2 Supports R=3194 U=595 W=5.5" R=3194 U=595 W=5.5" Design Crit: IRC2012/TPI-)07(STD) ' PR'FFS,� OR/-/1/-/-/R/- Scale =.1875"/Ft. PLT TYP. Wave FT/RT=2%(0% /4(0) 16.01.00 • Truss Components of Oregon 503)357-2118 "WARM NGle• D AND FOLLOW ALL NOTES ON THIS OING! �� �G%N 4.. '( TC LL 25.0 PSF REF R7175- 91698 825 N 4th Ave,Cornelius OR 97113 "I�ORTANT" FURNISH THIS DRAWING TO ALL CONIRACTDPS INCLUDING INSTALLERS. C2 + I. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 7 TC DL 7.0 PSF DATE 03/29/17 the latest edition of BCSI (Building Component Safety Information, by WI and NTCA) for safety practices prior , t~ i �. to performing these functions. Installers shall provide tamupo rabO bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathingand bottom chord shall have a t attached ,!� BC DL 10.0 PSF DRIP. CAUSR7175 17088072 rigid ceiling. Locations show.for permanent lateral restraint of rebs shall have bracing installed per BCS1 ' .1sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on w�~, !1Ii A ' he Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 x/20 BC LL 0.0 PSF CA-ENG PBC/GWH /f/IJ■■ I `v' Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON 1 drawing, any failure to build the truss In conformance with ANGITTP1 1, or for handling, shipping, ' 1 TOT.LD. 42.0 PSF SEQAI- 238679 AN rrwcoMPYNY inetallation a bracing of tree.-sees 9� A Nal an this drNing or Oar WNs listing this drawing, Indicates ofothis ds of profwlonel�1B.els '9 v-n.20,19 _`fc, DUR.FAC. 1 .15 FROM I KE responsibility solely for the design sheen. The suitability ed use of this drawing for any RO) D •-..yw ((351 Rovana Circle responsibility of the Building Oeslgnar per ANSI/TPI 1 sae.2. (. W `' - Saoranenlo,CA95828 For more information see this job's general notes page and these web w, sites. SPACING 24.0" JREF- 1VZ 17175208 ALPINE: r .alPinaitw.com; Ti'!:TPI: wwr,tpinst,org: WTCA: www,sbc industry.c ICC . «safe.org Renewa waol9017 (0317214--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 10 -- TIGARD, OR — Al Top chord 2x4 HF #2 120 mph wind, 23.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= 1.5X4 III 5X5= 1.5X4\\\ 1.5X4 • st— � $ 8-6-8 0-7-4 W7 iiiii0-7-4 T r � 19-2-10 / ! T L 3X5= 6X8_ 3X5 5X7(84)(R) III 5X7(A2) III 1-6-0 1-6-0 6-0-0 5-10-14 6-1-2 6-1-2 5-10-14 6-0-0 • 9-0-0 9-0-0 9-0-0 9-0-0 11-10-14 12-2-4 11-10-14 36-0-0 Over 2 Supports >I R=1670 U=89 W=5.5" R=1670 U=89 W=5.5" RL=175/-175 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• .1 Truss Components of 503 357-2118 ••rasxtHDt•• we FOLLOW w au NOTES ON-THIS DRAWING! '�" N• 1 OR/—/1/—/—/R/— Scale =.1875"/Ft. po ( ) ••INpBRT11Nr•• FURNISH THIS DRAWING m ALL COIARACgR5 INCLUDING THE INSTALLERS. F OZ TC LL 25.0 PSF REF R7175- 91699 825 N 4th Ave,of Oregon OR 97113F� Trussests require itla eofrSCS care in ngbC fabricating, Safety I, shipping,. IysTPIlind Wand TC)bracing.safety p to and follow 19575 'r TC DL 7.0 PSF DATE the latest edition of BC51 (Building Component Safety Information. by TPI and IPfCA) for saTety practices prier Ager-#G / 03/29/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,411111/4 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations anown for permanent lateral restraint of webs shall neva bracing installed per BC51 �� ��, BC DL 10.0 PSF DRW CAUSR7175 17088073 sections S3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o /�_�11 h I <ha Saint Batal l5. 0,laes noted othorwl -.. Refer to drawi.�a 1f,GA_Z for sta.dard plataaPn'y'd a�, tc 2*/20 7 BC LL 0.0 PSF CA—ENG PBC/GWH II ' V Alpine, a divisim of 17W Builtling Components Group Inc. shall n t espo sible for deviation from this drawing, any failure to build the truss In conformance with ANSI?PI 1, or for handling, shipping, OREGON — AN WWCOMWWV installation&bracing of tresses. `4 TOT.LD. 42.0 PSF SEQN— 238681 A awl on this drawing or never pap.listing this drawing, indicates.eespba.0 of profpulensl engineering 9 responsibility solely fee the design Mow, The suitability and use of this drawing Ter any structure le ill. 9� n•2D,19 4,:r — 8351 xoyana Circle reepen elbl I Ity of ti,.Building Designer per ANSI/TPI 1 Soc.2. O/.0 w•N DUR.FAC. 1.15 FROM IKE Sacramento,CA 95828 For more Information see this pinnt,job's general notes page and these web sites: SPACING 24.0" JREF— 1VZ 17175208 ALPINE: www,elpineitw.con; TPI: www,tpinst,org;WTCA: wwn,sbcindustry,com; ICC: ww,lccsafe,org 8eri4030/201.7 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - A2) Top chord 2x4 HF #2 120 mph wind, 24.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W9 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. 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 IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= 5X5= L T 3X50 3X5@ 1.5X:1°1/1111r .5X4 1.5X4 110100 10-6-8 e r (a) (a) $ w1 0-7-4 w9 0-7-4 19-2-10 / 3X5= 3X7= 3X7- 3X5= 3X5= \ 1 5X7(A2) Ill 5X7(64)(R) III 1-6-0 1-6-0 6-0-0 5-5-8 3-5-6 6-2-4 3 8 3-1-14 5-5-8 6-0-0 • 9-0-0 5-10-14 6-2-4 5-10-14 9-0-0 14-10-14 6-2-4 14-10-14 ,I 1 36-0-0 Over 2 Supports R=1670 U=99 W=5.5" R=1670 U=99 W=5.5" RL=212/-212 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..0 S FSS% OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss ComponentsofOregon (503)357-2118 "WARN READ °FOLLOWAu-" TMDo"TMISDRAWING• OG •ETC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "'I T " ISH THIS DRAWING TO CONTRACTORS CONTRAeRS INCLUDING 1 INSTALLERS. C? ‘'IP' 1 REF R7175- 91700 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 'y the latest edition of BCSI (Building Component Safety Information. by TPI and BMA) for safety practices prior ' r, TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, 1' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI / r BC DL 10.0 PSF DRW CAUSR7175 17088074 Ts sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on I the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. s A ,—,�� 0 /20 BC LL 0.0 PSF CA—ENG PBC/GWH Alpine, a division of ITS ldtBuilding Components Group Inc. shall not be responsible for any deviation from this 0 OREGON drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or Per handling, shipping, trusses. SEQN— AN tTW COMPANY Installation bracing of ewer pays listing this drawing. Indicates acceptance oT proferlene, engineering 9,Q".n. i g N'�i DUR.FAC. 1?15.0 PSF FROM I KE38686 responsibility solely for the design sheen. ma suitability end use of this erasing for any stesetura Is the &),51 RyvangCiicle r..l a-ibi l ity of the Building DesigneDesignerANSI/TPIr per IPI 1 See.2. Sacramento,CA 95828 For more information see this Jobs general nates page and these web sites: SPACING 24.0" J REF— 1 VZ 17 1 7 5208 ALPINE: www,alpineitw.cow; TPI: www.tpinst.org; MICA: www.sbcindiistry.cam: ICC', www.iccsafe,org Warne/30/2017 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - A3) 441111111111 Top chord 2x4 HF #2 120 mph wind, 25.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= 3X5 —1 8 3X5 3X54 3X5 se 4 1.5X4\\\ 1.5X4/// 12-7-4 81.5:44111111111111 (a) (a) W1 0-7-4 W7 0-7-4 -r /I _ " IZIO +19-2-10 1 3X5 5X7- 3X5- 5X7(A2) III 5X7(84)(R) III 1-6-0 l‘ 6-0-0- 0-0 ......L,_____§.-_ ____,1,5 89-0-0-6-8 6-6-8 9-0-0 -...1.,-___5.T5-8 _I_ -O-(r0-0 O-0-0 1, 18-0-0 _1_ 18-0-0 _1 k36-0-0 Over 2 Supports R=1673 U=110 W=5.5" R=1561 U=89 RL=228/-238 PLT TYP. Wave Design Crit: I R T/RT 2% 10% /4 (0) 16.01. 0• %>rQ PRCJI 4S ( ) ( ) . ;• �+ OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon /503)357-2118 ••tIARNINGI•• READ AND FDUOy ALL NATES ON THIS oemus! �,J ZaG tk • it K 1 '•gym •• ISN THIS CRANING To ALL CONTRACTORS INCLUDING THE IN:TAI�ENs. TC LL 25.0 PSF 825 N 4 h Ave,Cornelius O 97 13 o 0 19575 4 �, REF R7175- 91701 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI and MCAT for safety practices prior ' 5, TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per RCS'. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached 164111111/4 rigid caning. Locations shown for permanent lateral restraint of webs shall neve bracing Installed per Bos' ii "'"i BC DL 10.0 PSF DRW CAUSR7175 17088075 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on I n the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions, A __,PN n '/20 _ Alpine, a division of w Building Components group Inc.Inn, shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance myth ANSI/Tp1 1, or for handling, shipping, -- AN — AN ITWCOMAINY Installation&bracing of trusses. /Aft`•a zG 1>a41° "'� TOT.LD. 42.0 PSF SEQN- 238659 . A meal an this drawing or cover pays Doting this drawing, Indicates acceptance of prefaealonsl a gilwriny responsibi l lty solely far the design shown. The euitabi l lty and home of this drawing far any structure Is the O` N ,01 ' DUR.FAG. 1 .15 FROM I KE 835!Rovane Chyle re.ponaibl I Ity of the'wilding Designer per ANSI/Tel 1 Sec.2. saofennato,CA95828 For more information see this Jobs general notes page and these web sites: SPACING 24.Din ALPINE: www.alpineltw.com: TPI: ww..tpinst.org; {MA: www.sbcindastry.com; ICC: www.iccsafe,org Ntnawsaa & xo1T J REF- 1 VZ 17 1 7 5Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - A4) Top chord 2x4 HF SS :12 2x4 HF #2: Special loads :T3 2x4 DF-L #1&Bet. : (Lumber Dur,Fac,=1.15 / Plate Dur.Fac.=1.15) Bot chord 2x6 HF SS TC- From 67 plf at -1.50 to 67 plf at 8.91 Webs 2x4 HF Std/Stud :W4, W12 2x4 HF #2: TC- From 33 plf at 8.91 to 33 plf at 24.94 :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: TC- From 67 plf at 24.94 to 67 plf at 27.09 TC- From 67 plf at 27.09 to 67 plf at 36.00 120 mph wind, 22.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.50 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 24.94 DL=6.0 psf. BC- From 20 plf at 24.94 to 20 plf at 36.00 TC- 414.29 b Conc. Load at 8.83 Wind loads and reactions based on MWFRS. BC- 106.12 b Conc. Load at 2.00 BC- 107.57 b Conc. Load at 4.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 109.61 b Conc. Load at 6.00 BC- 112.46 b Conc. Load at 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 257.28 b Conc. Load at 10.00,12.00,14.00,16.00 load applied per IRC-12 section 301.5. 18.00,20.00,22.00,24.00 BC- 1070.31 lb Conc. Load at 24.94 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7= 6X8- 3X5= T2 1.5X4 III 3X5= 4X5= 3X54 is .:r. _ - i�► 3X5 -) 8 8 7 W4 T3 0-7-4 li 0-7-4 6-6-8 19-2-10 1 1.5X4 III 3X5- 5X5= 8X8= 4X5- 4X8(R) III 1.5X4 III T 6X8(B8R)= 6X8(B10R)i 3X5= 1-6-0 ab--5-0-0 + 3-10-14 >it �4-9-0 >I< 4-4-2 >' 4-4-2- 2-9-6 1-11-11.‹ 3-10-14 of 5-0-0-.1 L 8-10-14 _I„ 18-2-4 8-10-14 J k36-0-0 Over 2 Supports .i R=3329 U=571 W=5.5" R=3098 U=473 W=5.5" PLT TYP. Wave Design Crit: I RFT RT 2% 10% /4 (OSTD) 16.01.00. O PROFFS ( ) ( ) ,4, OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •*WARN IPIG III READ AND FDLLD.ALL)WTES on This DRONING' 1 �< r31NF�"n TC LL 25.0 PSF REF R7175- 91702 825 N 4th Ave,Cornelius OR 97113 "'IMPORTANT.. FURNISH THIS DRONING TO ALL CONTRACTORS INCLUDING Ti¢ INSTALLERS. 'r Z Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 - the latest edition of BCSI (Building Component Safety Information, by TPI end NrCA) for safety practices prior 9r TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, _ top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid wiling. Locationsseven for permanent lateral restraint of webs shall have bracing installed per Bess OAP" '..../. BC DL 10.0 PSF DRW CAUSR7175 17088076 n sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0 A�L�l-A ' the Joint Details, unless noted athero ise Refer to draw irgs'160A-Z Por standard plate positions, 9/20 7 t \V' Alpine, a dlnlsion of ITw Bnildi,g s troop Inc. shall net be n sponsible fer any deviation free,this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with AN51/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. „� "sa 20 1990 TOT.LD. 42.0 PSF SEON- 238690 . A seal on this drawing or cover pans!letting thl•drawing, Inalrtaa acceptance of prorarlorl snglnoerinp responsibi I ity solely far the design aha,.,. The suitability and dr of this Crewing for any structure Is tris RSL p W,�� DUR.FAC. 1 .15 FROM 1 KE 8351 RoyalxlG5rcle raap0n.lbll lty of the building Drlgnsr par ANSI/TPI I S.u.2. Sacra8lento,CA95828 For more information see this Jobs general nates page and these web sites: SPACING 24.0" JREF- 1 VZ 17175208 ALPINE: wma.alpineitw.com: TPI: www.tpinst.org: MBA: wwe,sbcindustry.com: ICC. www.iotsafe,org Renews 8l3012017 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - A5) _. Top chord 2x4 HF #2 120 mph wind, 23.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= 1.5X4 III 5X5= 1.5X41, -1 81.5X4�/ 8-6-8 8 r— W1 W7 0-7-4 0-7-4 � T •10/::: 3X5= 5X7= 3X5= 5X7(A2) III 5X7(B4)(R) III 1-6-0 6-0-0 5-10-14 6-1-2 6-1-2 5-10-14 6-0-0 9-0-0 9-0-0 9-0-0 9-0-0 11-10-14 12-2-4 11-10-14 i36-0-0 Over 2 Supports R=1673 U=89 W=5.5" R=1561 U=70 RL=152/-162 Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 . 00 .'5 D P' - 61 OR/—/1/—/—/R/— Scale =.1875"/Ft. PLT TYP. Wave Truss Components on 503 357-2118 a*NAMINOIw• READ AND FOLLOW AL NOTES pY 7HIs DRAPING! .!N IXGiNEIQ� .L TC LL 25.0 PSF REF R7175- 91703 p0 8 awINgRTANrw• FURNISH THIS mann TO ALL CONTRACTORS INCLUDING TINT INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end follow 19575 9 the latest edition of SCSI (Building Gomponant Safety Information, by TPI and WTCA) for safety practices priorTC DL 7.0 PSF DATE 03/29/1 7 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 top chord shall have properly attached structural sheathing bottom chord shall nave a properly attached BC DL 10.0 PSF DRW CAUSR7175 17088077 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 401111- % _ 1 sections 03, 67 or 010, as applicable. Apply plates to each face of trims and position as shown above and on D 9/20 7 /-■ I ll the Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. BC LL 0.0 PSF CA—ENG PBC/GWH H � N ' Alpine. a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failureto build the truss in conformance with ANSI/TPI 1, or for handling, shipping, .� ftei TOT.LD. 42.0 PSF SEQN— 238693 an AN ITWCOMWWY installations bracing or trusses. T��p.20,19� `� A seal this drawing or cover pegs listing this drawing, Indicates acceptance of pro►rslawl engineering V responsibility solely for the designmeaoan. The suitability and use of this drwwing for any strut-tore Is the QC D Well 8351 Rosana Circle reepolblllty of the Wilding Designer per ANSI/TPI I Sec,2. _ Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1VZ 17175Z08 ALPINE: www.alpineitw.cow: TPI: www.tpinst.org;WICA: www.sbcindustry.com; ICC: wwa.iccsafe.org (Ippeyys 813QI2017 ehls OWL, PNJPAHtU PROM I.UMPUItN INPUT ',LUAUS 6 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - A6) Top chord 2x4 HF #2 120 mph wind, 24.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W9 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member, design. 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 IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= 5X5= T 3X5 3X5 8 1.5X4\\\ 111111.5X4 10-6-8 8 r (a) (a) 0-7-4 0-7-4 _ f I / 3x5EE 19-2-10 _ 3X5= 3X7- 3X5- 3X5= 5X7(A2) III 5X7(B4)(R) III 1-6-0 ` 6-0-06-2-4 9-0-0 5-5-8 _I_ 3-5-6 >I< 6-2-4 3 8 3-1-14-I_ 5-10-14 5-5-8 9-0-06-0-0 I' 5-10-14 I L 14-10-14 —I, 6-2-4 14-10-14 J 1 36-0-0 Over 2 Supports R=1673 U=99 W=5.5" R=1561 U=79 RL=189/-199 Design Crit: IRC2012/TPI-2007(STD) . O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.xi1 .+ FFSw OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss ComponentsofOregon (503)357-2118 •*WARNING!** D AND FOLLOW Au Homs ON THIS awINBI �5 aC,INFlr 'O TC LL 25.0 PSF REF R7175- 91704 1 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING NE INSTILLL£NS. 825 N 4 Ave,Cornelius OR 97 13 C1' 41 'L Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and STCA) for safety practices prior f TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 40111111' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI ' 111h "...� BC DL 10.0 PSF DRW CAUSR7175 17088078 hw sections 03. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ,4 r_,J O h the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 9 20 'U N Alpine, a division of 11*esi idi g Cam�ants Group shall not responsible for any deviation free this OREGON BC LL -- 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMA4NV installation&bracing of trusses. y (a**/ TOT.LD. 42.0 PSF SEQN- 238696 • . A peel on this drawing or Cover page listing this drawing. Indicates eeepteeee of professional engineering 9Q +n.20,10 '`1 • reepsnslbl l lty solely for the design Imhohe,. T1»evlGbl l lty and use of this drawing for any etrnttmr. Is the O� , -Ili+ DUR.FAC. 1 .15 FROM IKE 8351Rrnale Cucle reepenslblllty of the wilding Beeigrler per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this Jabs general notes page and these web sites: SPACING 24.0" JREF- 1V217175208 ALPINE: www.elpineitw.cce; TPI: www.tpinst.orgl ITCA:www.sbcindustry.con; ICC: www.icosafe.org Renews 6/301201 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - B) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 24.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L 2400f-2.0E: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 DL=6.0 psf. Webs 2x4 HF Std/Stud :M6, M7, M8 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind The area above let-in studs designed to support 1-0-0 top chord bracing requirements. outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top (a) Continuous lateral restraint equally spaced on member. edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. + Laterally brace this member by attachment to nailer at edge of roof diaphram, or with purlins @ 24" oc. 4X5= A 11-1-4 i IT3 3X7 12 f , ,i I -1 12 0I4 .�N'. 1111111111' 0i4 T /f —= s - -19-2-10 _ 3X5 3X5(B2)(R) III 3X5(B2)(R) III 11 '1 11 '1 H 14-8-2 —6-3-14--d I— 8-5-7 ___l?-0-9I, 4-2-2 D_ 4 6-0-0 -.I E.:: 21-0-0 Over 2 Supports R=167 PLF U=19 PLF W=9-5-8 R=817 W=5.5" RL=29/-29 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 0 PF2Op, PLT TYP. Wave FT/RT=296(096)/4(0) 16.O1. 0< <9_AARi]ui,,`CS OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oreon 503_357-2118 ••WARNINGI READ AND FOLLOW ALL IoTES nu This DRAWING! REF B **MONTANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INcumING 1HE INSrAI.LBRS. U' �ijlN 1 TC LL 25.0 PSF R7175- 91705 825 N 4 Ave,Comehus O 97113 19575 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 7.0 PSF the latest edition of SCSI (Building Component Safety Information, by TPI and ATCSI for safety practices prior DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 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 bracing Installed per SCSI �,� r BC DL 10.0 PSF DRW CAUSR7175 17088079 17 f=1 t�� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0 ..9/20 7 `N the Joint Details. unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH Alpha. a division of ITN Building Components Gravy Inc. shall not be responsible for any deviation from this 0 OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN 1rWCOMA4NY Installation a bracing of trusses. v . A seal en anis drawing Sr oon toyer pegs listing this droning, indla.sm..ee.ptenoe of professional engineering a^•20,1990 TOT.LD. 42,0 PSF SEQN- 238720 reepanslbl Ilty solely far the design sham. The suitability end lose of this droning for any structure Is the Roc u w•VI DUR.FAC. 1 .15 FROM I KE 8351 Krnana Circle responnibliIty of the building Drr ipr per ANSI/TPI I Sec.2. Sacramento,CA 95828 For more Information sea this job's general notes page and these web sites: ALPINE: wow+.elpineitw.com; Tel: wsw.tpinst,org;1YfCA: www,sbcindustry.com: ICC: wau.Iccsafe.org Renews 6/3012017 SPACING 24.0" J REF- 1 VZ 17 1 7 5 Z08 (0317214--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 10 -- TIGARD, OR — B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24,57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W.5 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load, Creep increase factor for dead load is 1.50. 4X5= ii 7- 3X50/ 3X5\� 11-1-4 12 r— Illiik 1 � 12 0-7-4 0-7-4 _ •• 19-2-10 1.5X4III 3X7= 1.5X4III \ 3X5(82)(R) HI 3X5(82)(R) III 3X5= 11 'J 11 'i 'e-5-3-10 >lc 5-2-6 >c 5-2-6 >k 5-3-10---- 1- --I_ 10-6-0 _I-- 10-6-0 „vel l21-0-0 Over 2 Supports >1 R=1018 U=65 W=5.5" R=1018 U=65 W=5.5" RL=246/-246 Design Crit: IRC2012/TPI-2007(STD) EO PROFF PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01. 0a ti �• 44: OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 'e NNINNI'w READ AND FOLLOW ALL NOTES ON THIS DRAPING! & 0-ea E• O 825 N 4th i Ave,Comel!us OR 97113 "IN TANS. FURNISH-IRIS DRAWING O ALL CONTRACTORS IBCLUDIeg THE Iwsm ass. C9 ?i TC LL 25.0 PSF REF R7175- 91706 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow , 19575 'y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorr TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers na acture provide sheath teng andebery brecirg per BCSI. Unless notedperly attachede, . 01111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly d per attached ' BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCS! / / DRW CAUSR7175 17088080 1• sections 03, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on O 29/2017 A�L019 I �i the Joint Details, unless noted otherwise. Refer, drawings 1fi0A-Z For standartl plate positrons. //��� J ' \V' i Alpl na, a division of ,,,,Bai id;ng�amonents grow ,n<, si,a„ ,�t be ra,po„a,b,a for any de,,,at;o.,from t„is OREGON J BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping,AN MA/COMPANY installation bracing of trusses. '9 men.2db 0,19-_ TOT.LD. 42.0 PSF SEQN- 238714 . A seal an this drawing or cover peps listing this drewinp, Indicates acceptance of professional engineering R �,, responsibility solely for the design shorn. The suitability end eee of this drawing for any structure le the Off,D W a DUR.FAC, 1 .15 FROM I KE 8351ltgeanaCircle responsibility of the Building Designer par M61/TPI 1 Sec.2. Sacramento,CA95828 For more information see this job's general notes page and these web sites: JREF- 1VZI7175Z08 ALPINE:www ,alp;neitw.comi TPI: www.cpinst,org; RICA: w ,sbcindustry,comi ICC: www.iccsafe,org Renews WO2017 SPACING 24.0” 41111111111 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - 82) Top chord 2x4 DF-L #2 2 COMPLETE TRUSSES REQUIRED 1 Z 2 Bot chord 2x8 DF-L SS Webs 2x4 DF-L #2 :W1, W5 2x4 DF-L Std/Stud: Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows 8 3.50" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 70 plf at 0.00 to 70 plf at 10.50 in each row to avoid splitting. TC- From 70 plf at 10.50 to 70 plf at 21.00 4" o.c. spacing of nails perpendicular and parallel to BC- From 10 plf at 0.00 to 10 plf at 21.00 grain required in area over bearings greater than 4" BC- 1560.54 lb Conc. Load at 1.50, 3.50, 5.50, 7.50 9.00,11.00,13.00,15.00,17.00,19.00 (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning 120 mph wind, 25.07 ft mean hgt, ASCE 7-10, CLOSED bldg, 4X8(R) III Tolerance. Located anywhere in roof, RISK CAT II, EXP B, wind TC loads and reactions based on MWFRS. DL=4.2 psf, wind BC DL=6.0 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. —1 12 3X10% 3X101 40* N 11-1-4 Al 0-7-4 0-7-4i 1 I. ' MI ii I ! 419-2-10 _L 5X7(B8R)(I)= H0312 III 8X10(R) III H0312 III 5X7(B8R)(I) 6X6= 1 5-3-0 '}< 5-3-0 4c 5-3-0 ' 5-3-0 '1 i- 10-6-0 _I, 10-6-0 1c 21-0-0 Over 2 Supports R=8867 U=612 W=5.5" R=8415 U=565 W=5.5" Design Crit: IRC2012/TPI-2007(STD) gO PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.'a <0 V `514 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOregon 1503)35'7-2118 •„1 ;W1R1INGIee °AJ FOLLOW ALL NDS ON THIS DRA116! �Q1 EF TC LL 25.0 PSF REF R7175— 91707 825 N 4th Ave,Cornelius OR 97113 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS (7 19575 9 Trusses requireextreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing tease functions.properlyInstallersachshall provide temporary bracing per 8C51. Unless noted otherwise, 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 10.0 PSF DRW CAUSR7175 17088081 Te sections 83. Bl or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0 9/201'7 Ar--1�- I 1 the Joint Details. unless no otherwise. Refer to drawings 150A_2 for standard plate positions. S_J ' \tel' Alpine OREGON BC LL 0.0 PSF CA-ENG PBC/GWH a division of 115 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, `mI TOT.LD. 42.0 PSF SEQN- 238731 AN I1W COMPANY installation&bracing of trusses. 9 vin.20n 1e9� vP A seal en this drawing or ewer pegs listing this drawing. Indicates aaaeptanea of profssslansl engineering Rot D W.1 j► OUR.FAC. 1 .15 FROM IKE responsibility solely for the deelgn ahead. The suitability end use of this drawing for any structure is the 1(35IROyasaCircle nmawnslbility of the Building Weimer per ANSI/TPI 1 Bec.2. Sacramento,CA958^_8 For more Information see this Job's genera' nates page and these Wes sites: Renews&30V2017 SPACING 24.0" JREF- 1VZ 17175208 ALPINE:waw.alpineitw.caw. TPI: www.tpinst.org:WICA: wwhw,sbcindustry.c ; ICC: www.iccsafe.org 1• (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SO H • • -- ,'1, •• - Top chord 2x4 HF #2 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel . bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 12 [" 1 12 liii IiihL 6-7-4 1111111111111111 0-7-4 � '1' i i 1 i i i 0-7-4 r / ////////////1 //// - -19-2-10 3X5(B2)(R) III 3X5(62)(R) III 6-0-0 6-0-0 1 12-0-0 Over Continuous Supportal R=113 PLF U=16 PLF W=12-0-0 RL=14/-14 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 03 PROA . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0, b G f. `r4'i0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "" INGI"" READ AND FOLLOW ALL MITES ON THIS DRAWING' 825 N 4th Ave,Cornelius OR 97113 ""1�TMT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 E-0/Ph 9 TC LL 25.0 PSF REF R7175- 91708 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow , t' TC DL 7.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WFCA) for safety practices prior DATE 03/29/17 to performing these functions.propeachedInstallers shall provide temporary bracing per SCSI. Unless noted otherwise,0411116k ....... �• top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1BC DL 1 0.0 PSF rigid ceiling. Locations show for permanent lateral restraint of webs snap name bracing installed per SCSI DRW CAUSR7175 17088082 TA sections 03. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o 0 9/20 7 Ail � I 11 the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I[ N 1 l Alpine, a division of 115 Building Components Group Inc. shall not be responsible for any deviation from this �rm��) OREGON BC LL 0.0 PSF CA-ENG PBC/GWH 16? drawing, any failure to build the truss in conformance with A1PI 1, or for handling, shipping, w'" AN ITW COMPANY installation&bracing of trusses. an. 9b AA seal e,tRim ddrawwingor fer eases.�listing ting this drawing. Iyndicates .acaptwneeof this of professional ny .nglneerIns la ��Ot,op'"�W.�1�, TOT.LD. 42.0 PSF SEQN- 238712 8351 Rovaea Circle responsibility responsibility of the fe Building Designer per Aline eaI I Sse.2. �' DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: Renews NlSOI2Ol7 SPACING 24.0" JREF- 1V217175208 ALPINE: ww,alpieeitme.coe: TPI: wew.tpinst.org; 87CA:ww.sbclndustry.com: ICC, ww.iccsafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI rl 1 •1 0. 1 : , (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - D) Top chord 2x4 HF #2 120 mph wind, 21 .16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 81 18 4-3-4 I' 4 0-7-4 o o _ _ a n 0-7 -4 __ 19-2-10 I ////////////// //////// // //////////////////`////// 3X5(62)(R) III 3X5(62)(R) III 1-<-1-6-0- L' 5-6-0 _I, 5-6-0 .J fwc 11-0-0 Over Continuous Support R=114 PLF U=25 PLF W=11-0-0 RL=10/-10 PLF Note: All Plates Are 1.5X4 Except As Shown. Ep PROF ' Design Crit: IRC2012/TPI-2007(STD) Qe FS. PLT TYP, Wave FT/RT=2%(0%)/4(0 16.01.///I���„� 6 �/�f, � S' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com nentsofOre on 503 357-2118 •IIIARNINGIaa READ AND FOLLOW ALL MOTES ON THIS II1mIIG,I TC LL 25.0 PSF REF 87175- 91709 Components 8 ( ) a"IWORTA T FURNISH THIS DRAWING TO ALL CONTRACTgRs INCLUDING THE INSTALLERS. 1957.5 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme cars in fabricating, handling,Information, shipping, installing and bracing. Refer to and follow TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, �, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / BC DL 10.0 PSF DRW CAUSR7175 17088083 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 0 9/20 _ Td sections B3, B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and on /�■ olJ the Joint Details, unless noted otherwise. Refer to drawings'1600.-Z for standard pate positions. BC LL 0.0 PSF CA-ENG PBC/GWH ��• (�_N AI a division of ITW Building ComponentsGroupInc. shall not be responsible for any deviation from this OREGON/-W JJ 1 wire, n9Icoonan dnstalg, any failure to build the truss Inc Torrance with ANSI/TPI ,, Cr for handling, shipping, 11,4,-....20,0e. -,� 20 �9se �P TOT.LD. 42.0 PSF SEQN- 238666 AN iTW COMPANY installation&bracing of trusses, s A seal On this drawing or cover paps listing this drawing. Indicates acceptance S of prohawlonsl engineering O1.0 W a reggnslblilty solely for the design ohms, The suitability end see of this drawing for any strueturo le theDUR.FAC. 1 .15 FROM IKE 8351 ROPa117 Circle responsibility of the Building Designer per ANSI/Tel 1 Sec.2. Sacramento,CA 95828 For more information see this Job's general noes page end these web cites. Renewe6/3012017 SPACING 24.0" JREF- 1VZ I7175Z08 ALPINE: www,alp neitw.cne: TPI: www.tpinst.arg;ITCA: wae.sbciodictry.c www.icosafe.org ICC: waw. safe.urg ilintlinriallinall (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - D1) s, NSIONS) SUBMITTED 8Y TRUSS MFR, Top chord 2x4 HF #2 120 mph wind, 21 .16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load appliedWind loads and reactions based on MINERS with additional C&C member pp per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 8 I $ 4-3-4 0-7-4 Q __ - _ 0-7-4 OF- 1,5X4 III I 419-2-10 3X5(82)(R) IU 3)(5(132)(R) III 1-6-0-- L--1-6-0—J (.` 5-6-0 .4. 5-6-0 5-6-0 5-6-0 11-0-0 Over 2 Supports R=585 U=37 W=5.5" R=585 U=37 W=5.5" RL=96/-96 Design Crit: IRC2012/TPI-2007(STD) ,EO PROpi, PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01,00 �. Truss ComponentsofOregon (503)357-2118 ••vawING!•• IEIo,IDFOLLOW nu,uTESONTMls C>i TING! • Ntts`s/8 OR/-/1/-/-/R/- Scale =.5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I TMT" Ilse THIS DRAWING m ALL CONTRACTORS INCLUDING 1HE II TAL�ns . TC LL 25.0 PSF REF R717 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 the latest edition of BCSI (Building Component Safety Information, by TPI and sac for safety ' TC DL 91710 �\ to performing these functions. Installers shall provide temporarya practices prior �, 7.0 PSF DATE 03/29/1 7 top chord snarl haysg bracing per SCSI. Unless noted otherwise, properlyattaches structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral r int of websshall have bracing installed I' ` BC DL 10.0 PSF sections 83, B7 or B10, as applicable. Applyplates to each face of trues and DRW CAUSR7175 17088084 Par BCSaiI / the Joint Details, unless naiad otherwl Refer to Orawi,gs 160A-Z for stantlermotls'lara;as shown above and 0 29/20 7 p Pasitians. BC LL --,1�" �� drawing. a dixiaion of I>w Baiiaing parent,Dree„ Int. shall not a pn.albla for any de iatinn fr�.this OREGON 0.0 PSF CA—ENG PBC/GWH ng, any failure to build the truss in conformance with AN$1/TPI 1, or for handling, shipping, _ei AN rrw COMgWY Installation&bracing of trusses. `tl err M thl.dr elnp or cover pyo I utllg sure dre.l 1p, lMleetee eooepteel.e of profeeelenel tllylrleerllg 9151`+n.20,i90 TOT.LD. 42.0 PSF SEQN— 238663 rawponwlblllty solely for the deelgn Mown. The ebltab111ty end vee of thio dreeleg far eny etrueture Is tinNo 8351 Rovana Circle r-eP«.Ibl l lty of the Building D.elw.r per,,,61 ,,•1 I s.d.2. �� W•N DUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: wwx,alpineitw.cow; IPI: wwv.tpinst.org;wrCA: www,sbcindustry.com, ICC: www.iccsafe,org Renews 4/8072017 SPACING 24.0" J REF— 1 VZ 17 1 75Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - D2) Top chord 2x4 HF #2 120 mph wind, 21 .16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on IIIWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= rte, 1111111111111111116. 8 ` 8 4-3-4 0-7-4 ■ 0-7-4 ■ �i _4019-2-10 i DEMON 1,5X4 III 3)(5(B2)(R) Ill 3X5(B2)(R) III -1-6-0-- I" 5-6-0 >ic 5-6-0 L 5-6-0 ,_L 5-6-0 ,1 1 11-0-0 Over 2 Supports R=593 U=39 W=5.5" R=470 U=17 RL=74/-84 Design Crit: IRC2012/TPI-2007(STD) rE�PROIF-s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 6. i, P. S OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 e' IINcI•• READ AND MBA N1 woks ON THIS OWING! ��ry Nr'� v'9 TC LL 25.0 PSF REF R7175- 91711 825 N 4th Ave,Cornelius OR 97113 ww IMPORTANTw FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING TIE INSTALLERS. 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellowr TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. achedInstallersshall provide sheets teng and ry bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing nt bottom chord shall have a properly attached !� rigid ceiling. locations shown for permanent lateral restraint of webs shall nave bracing installed per BCSI / BC DL 10.0 PSF DRW CAUSR7175 17088085 II a sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0 9/20 7 A�L0�-{� ' the Joint Details. unless noted otherwise. Refer to drawings,BGA-Z forstandardplata positions. BC LL 0.0 PSF CA-ENG PBC/GWH ///^^/'---,E. \�I' Alpine, a division of ITU Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformm,ce with ANSI/TPI 1, or for handling, shipping, AN ffW COMTYWY installation °S seal en tills drawing Cr sever page listing this drawing, ',Wastes soospranes of prof ssleesl engineering of trusses. 9,Q °n.Zon�s9� �,P TOT.LD. 42.0 PSF SEQN- 238668 responsibility solely for the design show. The suitability end use of this drawing l'er any structure Is the 41.0 W, OUR.FAC. 1 .15 FROM I KE $.151 Rama CirCte �Psnelbl l lty of the Building Designer per NISI/TPI 1 Ses.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renews ll130f20,7 SPACING 24.0" JREF- 1VZ 17175208 ALPINE: www.alpineitw.com; TPI' www.tpinst.arg;WTCA: www,sbcindustry.com; ICC: waw.lccsefe.org (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - D3) Top chord 2x4 HF #2 120 mph wind, 22,57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. 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 IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8= 1.5X41II /i■ I 1.5X4 •• 8 6-1-4 0-7-4 ' II --f- III j 19-2-10 dimw 3X5= 3X5(R) III 3X5(B2)(R) III 1.4 5-0-0 8-3-0 3-3-0 >Ic 2-9-0 2-9-0 L_ 8-3-0 ,_l_, 2-9-0 of 11-0-0 Over 2 Supports al R=479 W=5.5" R=476 U=65 RL=124/-27 Design Crit: IRC2012/TPI-2007(STD) , PR.p PIT TYP. Wave FT/RT=2%(0%)/4(0) 16.01,0. 1 FS+� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 eetARNINGtae READ AND FDLLUB ALL ONES ON TRIS DRAPING! �5 G I N�� �O TC LL 25.0 PSF _REF R7175- 91712 R 1 .•! TANT•• !SH THIS WANING TO ALL COMPACTORS INCLUDING THE INSTALLERS. 825 N 4 h Ave,Cornelius O 97 13 Trusses require extreme care in fabricating, handling, shipping, installing18575 and bracing. Refer to and follow TC DL 7.0 PSF the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior f �� F DATE 03/29/1 7 to performing these functions. Installers shall provide temporary bracing per SCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 4 BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ,� A DRW CAUSR7175 17088086 1. sections B3. ST or B10, as applicable. Apply plates to each face of truss and position as shown above and on rl1 the Joint Oeiails. unless noted otherwise. Refer to tlraw:rgs 160A- p pos ^ ) Z for standard lata Itiarvs. Q x/20 BC LL ,��_1�, _[� AIPi e, a divisim of llT1 Building Camp xants Group Inc. shall not be respo enrols fn�anyhdpevp'at:en froom this OREGON 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handl) AN rWCOMPANY installation&bracing of trusses. a v TOT.LD. 42.0 PSF SEQN- 238670 A w1 an thl•drwlnq Cr armor p.q.listing Mid drawing, indicates ao rie tes. aptan0.of profe.slarl.Ilglns.rinq '7 Vin.20 1� 1r .gmlbnuf rr. 11!ty solely far the design shorn. The suitability and e of this drawing any etniatur.Is the 8351 Rmam Circle r..paib!llty of the Building D.eignm .r per ANSI •! 1 S.r.z. �O& • ,1�1' DUB.FAC, 1 .15 FROM IKE Sab ranago,CA95828 For more information see this Jos general ,rotes page and these web sites: SPACING 24.0" JREF- 1VZ 17175208 ALPINE: wwr,alpineltw.com, TPI: ww.tpinst.nrg: RICA:sww.sbcindustry.com: ICC: www.iccsafe,org Ref.w.8I80J4D17 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel . bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and 1/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= El i 111 5-0-4 12 r 12 4111 iL 0-7-4 a 1 i 2 I 0-7-4 4_9- / / 1-2 __ T , //1 ///1 // , 3X5(B2)(R) III 3X5(B2)(R) Ili 1, 4-5-0 _I, 4-5-0 J 8-10-0 Over Continuous Support R=116 PLF U=28 PLF W=8-10-0 RL=15/-15 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) r PR• PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, •�c`ri9 OR/-/1/-/-/R/- Scale =.375"/Ft. eeWAIMIINGI ° READ AND FOLLOW ALL NOTES ON THIS ORANINO! G ,O TC LL 25.0 PSF Truss Components of Oregon (503)357-_118 „IwoRuerr, FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I N 825 N 4th i Ave,Cornelius OR 97113 0 1, t�� REF R7175— 91713 Trusses require extreme care In fabricating, handling. shipping. installing and bracing. Refer to and faller, 19575 TC DL 7.0 PSF DATE 03/29/17 the latest edition of SCSI (Building Component Safety Information, by TPI cod WTCA) for safety practices priorS to performing these functions. Installers shall provide temporary bracing per 6CS1. Unless noted otherwise, l � top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedBC DL 1 0.0 PSF rigid ceiling. Locations shown for permanentlateral restraint of webs snail rave bracing installedper SCSI �� /' DRW CAUSR7175 17088087 f• sections 83. 67 or 810, es applicable. Applyply plates to each face of truss and position as spoon above and o A��)—l� l the Joint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plata positions. n 0 9/20 7 BC LL 0.0 PSF CA-ENG PBC/GWH \VI Alpine, a division of EIN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPN 1, or for handling. shipping, AN IrW COMPANY installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN- 238736 . A eel on this drawing of cover page listing t ie droving. Indicates acceptanee of proMslonal mg/merino 9 ".44.20 10, responsibility solely for the design shoed. The suitability and use of this drawing for any structure la the 8351 P.Oyg03Circle sh responsibi l lty of taa Dal iding Designer per ANSI/TPI I See.2. 40&D W.�� DUR.FAC.1 1 .15 FROM IKE Sadetente,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VZ 17175208 ALPINE: wae.alpineitw.cw; TPI: aaw.tpinst.org;MCA: awa.sbcindustry.com; ICC: wea.iccnafe.org Renews 81301'1017 THIS DWG PREPARED FROM COMPUTER INPUT 11/1.11.111......11.11.111M (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - El) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • 4X5= A\ lel 1 12 5-0-4 12 0-7-4 K : 049-1-2 1.5x4111 3X5(B2)(R) III 3X5(62)(R) III 1" 4-5-0 >I..c 4-5-0 1_ 4-5-0 —1... 4-5-0 J F 8-10-0 Over 2 Supports R=472 W=5.5" R=472 W=5.5" RL=115/-115 PLT TYP. Wave Design Crit: IR FT/RT 2%(096)/4(0) D) 16.01 .0• , is PR�pFS� OR/—/1/—/—/R/— Scale =.375"/Ft, Truss Com nentsofOre on1503)357-2118 +•WAINION31 w READ AND FOLLOW All NOTES ON THIS DRAWING! �� F1GINE(`. '9ti TC LL 25.0 PSF REF 87175— 91714 pp S "•IMPDRTAttr'• FURNISH IMAs DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 extremecarei n fabricating,cat i handling, shipping,Iinstalling bracing. 19575 Trusses require en Iet on, 1and rRefer practices to acfollow TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety trio f + to performing these functions. Installers shell provide temporary bracing per BCS1. Unless noted otherwise,) \ / top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached .a ,� BC DL 10.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! / DRW CAISR7 175 17088088 7 sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on N Imo: the:airs Datalis, anlwsa mond atherml=a. Rafar tt drawinse 1seA-Z fnr:sada:;plate pasitlans. 0 9/20 7 BC LL 0.0 PSF CA—ENG PBC/GWH 1 ,4 �,� I ' Alpine, a dlvi sion of !TPI Buiitlirg Components Group Inc. shall not be responsible for any tleviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TP1 1, or far handling, shipping, TOT.LD. 42.0 PSF SEQN— 238733 AN 1fW COMPANY installation A bracing of creases. VS , . Adrawing or cover page IIodrawing. r - 'n•ton 19 �~ r sbillity solelyfor the ds elwn. T e ssltabiilty and use of acceptance drooling for any structure la the responsibility of the Building Designer per ANSI/TPI I Sec.2. O&D W W. N DUR.FAC. 1 .15 FROM I KE _ 8351 Rovento,C Circle samuni:Bto,Cn958^_8 For more information see thpist.job's general notes page and these web sites: SPACING 24.0" JREF— 1VZ 1717520$ ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WrCA: www.sbcindustry.can; ICC: www.iresafe.org Renews&3012017 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - E2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof', RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 4X5= 12 Al._i .5X4 III i r' I 12 5-0-4 4-1-4 0-7-4 1612 III 1.5X4 III 1.5X4 III 3X5(B2)(R) III L 1 'J I" 4-5-0 -1-11";0.1 L 4-5-0 ,Q,11J FE-5-4-0 Over 2 Supports — R=318 W=5.5" RL=76/-65 R=237 U=10 Design Crit: 1RC2012/TPI-2007(STD) 1(�O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. % • FS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 'a !!NN!we READ AND AFOLLOW ALL NOTES ON THIS DRAWING!! ��w? 0,C7 F� 825 N 4th Ave,Cornelius OR 97113 •atIPO■TANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V + 2 TC LL 25.0 PSF REF R7175- 91715 Trusses require extreme care in fabricating, handling, shipping. Installing end bracing. Refer to end followr 19575 77 _ is the latest edition of BCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prig ' r' , TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 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 shell have bracing installed per BCSI /i /' BC DL 10.0 PSF DRW CAUSR7175 17088089-- is sections B3. B7 or B10, as applicable. Apply plates to each Pace of truss and position as shown above and o .� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, n 0 920 7 �.,� N ! 1 Alpine, a division of !TN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH tlrawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 2o,190_ v AN ITWCOMP,NY installation s bracing of trusses. 9 vaN' �� TOT.LD. 42.0 PSF SEQN- 238738 . A seal on this drawing Cr cover peps listing this drawing. Indicates sonptance of professionsl engineering reeponalblllty solelyfor the design*hewn. The suitability end we of this drawing for any structure is the 8351 Roy=Circle reepelslbl l lty w the Building D—INner per ANSI/TPI 1 See.:. DC D W. DUR.FAC. 1 .15 FROM IKE SBITamenW,CA95R28 For more information see ,spinss .a general notes page a„<,these web sites: g RenOWSOMazo11 SPACING 24.0" JREF- 1 VZ I7175Z08 ALPINE: www,a 1pineitw.con: TPI: www.ipinst.org; MICA, www.sbc irdustry.cam: ICC: wvw.lccsafs,or (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - E3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 4X5= 12 i' 1.5X4111 ' 12 5-0-4 3X54 4-1-4 0-11-12 M � ji,� III i N _. _9-1-2 / Krcilil 3X5= T 1.5X4 III 1.5X4 III Fc 4-0-8 11" L. 4-0-8 _IO-11 J F 4-11-8 Over 2 Supports R=215 W=5.5" R=230 Ue'14 RL=52/-38 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0" % , t: S' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 a swill Nal.a READ"IBI RUM AL.IDTES ON THIS DRAWING! AGI �� w 825 N 4th Ave,Cornelius OR 97113 ielIFORTANT.8 FURNISH THIS ORNIBIND TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V' 19578 ..f„ TC LL 25.0 PSF REF R7175- 91716 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end follow �p the latest edition of SCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior ' r TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1e rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI /0 ''''or BC DL 10.0 PSF DRW CAUSR7175 17088090 ,4��� ir sections 63, 87 or Btg, as applicable. Apply plates to each Pace of truss position as snows above and on the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for a andard plate positions, BC LL 0,0 PSF Alpine, a division of ITN Building Components croup Inc. shall not be responsible for any deviation from this OREGON CA-ENG PBC/GWH drawing, anyfailure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, CI AN rrWCOMPANY installation&bracing of tresses. 9A/� se �,�a L�.4 TOT.LD. 42.0 PSF SEAN- 238745 . A soil on this drawing or ower page listing this drawing. Indic tes acceptance of prone signal engineer) "� +„ V re.pdnalbl l Ity solely for the design Shawn. The suitability end use or tale drawing for any etreeture Is the pk i T .N1 DUR,FAC, 1 .15 FROM 1 KE 8351 Rosana CSrole rwpon.ibll lty of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.cca: TPI: ww,tpinst,org; WTCA: www.sbcindustry.cum; ICC: www.iccsafe,org Nenewe®180/2917 SPACING 24.0" J REF- 1 VZ 17 1 75Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - FG1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :M4 2x4 HF #2: This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 4X5= As r 11.311--- : 1113 : —1 11.31 8-4-5 4dIllIh . 0-0-4 16111h.. 2X4(D8R)i 2X4(D8R)4 L 8-11-4 8-11-4 _I Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave Design Crit: IRT/RT 2% 10% /4(0)( TD) 16.01.r 0.,ti O 1'ROF4HS ( OR/-/1/-/-/R/- Scale =,3125"/Ft. Truss Com nentsofOre on •(503)357-?118 'MIARNINGIeY READ AND FOLLOW NI1TESOWNTHISoRAWINGI ago 8 ..11WVRTNWTe FURNISH THIS DRAWING TO ALL eon mmmme INCLUDING THE INSTALLERS. tc.. TC LL 25.0 PSF REF R7175- 91717 825 N 4th Ave,Cornelius OR 97113 Trussesextreme care i n fabricating, n9bracing. Refer to and follow 19575 requirediio en handling,Ishipping, installing and TC DL 7.0 PSF the latest edition of funcSCSItions. ns. Installers Component Sha$aprov Ie temporary by TPI and MBCA) for safety practices prior DATE 03/29/1 7 o perTor.ing these Punciions. Installers shell provide temporary bracing per BC51. Unless noted otherwise, AiI 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 Best JAW -moi BC DL 10.0 PSF DRW CAUSR7175 17088091 to sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and onAil D 9/20 7 I ' the Joint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH ,1-7-11 N �' Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/7P! 1, or for handling, shipping, AN ITW COMPNY installation a bracing of tresses. '� V4h ev, "f TOT.LD. 42.0 PSF SEQN- 238657 . A awl on this drawing or cover page listing this drawing. Indicates acceptance of professional engineering 9� 20,19 4 responsibility solely for the design ehsen. The suitability and use of this draping for any structure Is the V $351 Rmana Circle reapwwibl i Ity of The Building Deelgsr per ANSI/Tpl 1 Sse.2. Q(,D W. DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 VZ 1 7 1 7 5208 ALPINE: www.aipineitw.cow; TPI: ww.tpinst.orel MICA: www.sbcindustry.com: ICC: sow.iccsafe.org P gewe 613012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 10 -- TIGARD, OR — FG2) Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W1 2x4 HF #2: This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 4X5(")/ Ai' , 1.5X4 III r, 10-9-6 21.63 1.5X4 III 0-0-4 1 r 3X5(D1)= 1.5X4111 1.5X401 1.5X4 III 5-11-10—�rj 5-11-10 0-6—3 L l. PLT TYP. Wave Design Crit: IRT/RT 2% 10% /4 (0 TD) 16.01.r.,,5 P. cs, ( ) ( ) s OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503)357-2118 weWARI1ING1we READ AND FOLLOW ALL NOTES BB THIS DRAWING! ,9 IxGINE. i0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT". FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 2 REF R7175— 91718 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575. the latest edition of BCSI ti (Building Component Safety Information, by TPI and WTCA) for safety practices prig , �r 1 TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached - - rigid ceiling. Loceti, a shd,wr far permanent lateral restraint of webs shall nave bracing installed per Best OA. �� BC DL 10.0 PSF DRW CAUSR7175 17088092 TM sections 83. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on _ �� I 1 na Joint.stalls. unless nate:atho wise. Refer to drawings,fiOA_Z far standard plata poaltians. 0 29/207 CA-ENG PBC/GWH O)-' �1 r a BC LL 0.0 PSF 1 1 AIPf,re a division of Inn eallaing cnmpananta Croap i� �nall n t ba raspon.ainle far any:aviaclan from this OREGON drawing, any failure id build the trues In conformance with ANSIirpl ,. dr far handling, shipping, 0 �NTOT.LD. 42.0 PSF SEQN- 2387 49 AN ITW COMPANY Installation&bracing of trusses. . A.eel on this drawing or ewer peg. listing this drawing, indicates paptance or preremsla al engineering 9 20,19 r..panelblllty solely for the design encore. The suitability end use of this drawing for any structure Is till. RpL•p ��. pUR.FAC. 1 .15 FROM I KE 8351 Rirvana Gide responsibility of the Building Designer per ANSI/TPI 1 Ssc.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:www,alpineitw.cow; TPI: www.tpinst.org; WTCA: ww,.sbcindustry.com; ICC: www.iccsafe,org Ra1eNs etsrn2017 SPACING 24.0nl J REF- 1 VZ 1 7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - G) Top chord 2x4 HF #2 Right end vertical not exposed to wind pressure. Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. (a) Continuous lateral restraint equally spaced on member. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4X5.------ TC- X5= TC- From 67 plf at -1.50 to 67 plf at 8.91 1.5X4111 TC- From 33 plf at 8.91 to 33 plf at 12.50 �= I e BC- From 5 plf at -1.50 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 12.50 TC- 414.29 b Conc. Load at 8.83 BC- 106.12 b Conc. Load at 2.00 BC- 107.57 b Conc. Load at 4.00 3X5 BC- 109.61 b Conc. Load at 6.00 BC- 112.46 b Conc. Load at 8.00 BC- 257.28 b Conc. Load at 10.00,12.00,12.44 6-5-7 6-6-8 414111 8 (- _J__ II 0-7-4 9-1-2 t 1.5X4 111 3X5.... 4X8(R) III 3X5(81) LE1-6-0 -1 H 5-0-0 3-10-14 3-7-2 5-0-0 `I` 3-10-14 >I< 3-7-2 ( , 8-10-14 -I- 3-7-2 ,J E12-6-0 Over 2 Supports =-I R=1012 U=82 W=5.5" R=1::7 U=328 Design Crit: IRC2012/TPI-2007(STD) p PROF, PLT TYP. Wave FT/RT=296(096)/4(0) 16.O1.o'.,t S, OR/-/1/-/-/R/- Scale =.375"/Ft. Trus Components of Oregon (503)357-2118 ••11IARNINGI•• READ Aro FOLLGM ALL NOTES ON This DRANINGI 0 a6/1%/e ib TC LL 25,0 PSF R 97113 **I TANT• FURNISH THIS awlM)TO ALL COWTRAcmrs INCLUDING TIE INSTALLERS, REF R7175- 91719 825 N 4 Ave,Cornelius O /Q 9 Trusses requireisof SCS care in fabricating, handling,I shipping,oninstallingd and bracing. Refer to end follow 19575 f TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WrcA) for safety practices prior I to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedAr rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 6011 -',/ BC DL 10.0 PSF DRW CAUSR7175 17088093 1ti sections B3, S7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on _ I, heJoint Details, unless noted otherwise. Refer to drawings 1B0A-Z for standard plate positions. D 9/20 7 BC LL 0.0 PSF CA-ENG PBC/GWH A ___,F3---AIN ` t Alpine, a division of 17W Building Components Group Inc. shell not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN lTW COMPANY installation&bracing of trusses. 9 'tie,zo,199e TOT.LD r 42.0 PSF SEQN- 238703 . A mail on this drwing Cr sown pima listing this drawing, indicates se mptinee of professional Cnginaaring _ _ responsibility solely fbr the design sham. The suitabi l lty and use of this drawing for any structure Is the �QC O W•N� DUR.FAC. 1 .15 FROM KE 8351 RovmiaCSrcle rwponelbll ley of the mul Idlro Designer per NISI/Tel 1 Ses.2. Sacramento,CA 95828 For more Information sea this Job's general notes page and these web sites: ALPINE: wwa.elpineitw.cow: TPI: www.tpinst.org;MICA:www,sbcintlustry.cos; ICC: www.lccsafe,org i'bRWWW WO/2017 SPACING 24.0" J REF- 1 VZ 17 1 7 5Z08 THIS DWG PREPARED FROM COMP ER 1 P T & (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - G1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @1 24" OC. 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 IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 3X5= s7 1 1 3X5 i 8-4-6 8-6-8 s r 0-7-4 =J +9-1-2 1 , 1.5X4 III 3X5- 3X5(82)(R) III U:6-9.1 5-10-12 6-0-2 7 2 5-10-12 6-7-4 I_ 11-10-14 0-7-2 Fc 12-6-0 Over 2 Supports `i R=658 W=5.5" R=535 U=32 RL=147/-60 Design Crit: IRC2012/TPI-2007(STD) ED PROF, PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.0; t va'IQ� OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "MARNIMO!" READ AND FOLIAR ALL NOTES ON THIS DRAWING! 061 F� • 825 N 4th Ave,Comelms O 97113 oollPORTANre• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. U' 'j, TC LL 25.0 PSF 19675 IP 9 REF R7175- 91720 Trusses require itio extremeocare fabricating, handling, shipping,oninstallingPand bracing. Refer to and follow ' ir TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior { to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 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 oCSI � !„ .' BC DL 10.0 PSF DRW CAUSR7175 17088094 1! sections 83, w or 810, as applicable. Apply plates to each face of truss and position as shown above and on .r the Joint Details, unless noted otherwise. Refer to drawings 160A-I.for standard plate positions. O '2C BC LL ��N Alpine, a division of ITw Building Components Group Inc, shall net be responsible far any deviation from this 0 OREGON 0.0 PSF CA-ENG PBC/GWH drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN rrWCOMPiWY installation&bracing of trusses. •y 'b" znl,lpgm '"'� TOT.LD. 42.0 PSF SEQN- 238710 . A seal on this drawing Sr cover pays listing this drawing. Indicates saeptance of professional engineering �Omlw Y�� responsibility solely for the design sham. The eultablllty and,.aa of this drawing for any structure Is the DUR.FAC. 1 .15 FROM I KE 8351 anima Circle responsibility of ahs Building Daeigner per ANSI/Tpl I Sec.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: JREF- 1VZ 17175208 ALPINE: www.alpineitw.comi TPI: wwa.tpinst,org: WTCA: www,sbcindustry,com; ICC: www.iccsafe,org Rarews&3012017 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUEIMITTED BY TRUSS MFR, i (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - G2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. 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 Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 HI 3XS IIIIIIIIIIIII 8-11-4 (— vAttl 0-7-4 ' —. 9-1-2 1.5X4 HI 3X5= 3X5(B2)(R) III 1�6-OJ 3"12 5-10-12 6-3-8 5-10-12 6-7-4 12-6-0 Over 2 Supports R=658 W=5.5" R=535 U=37 RL=154/-62 Design Crit: IRC2012/TPI-2007(STD) E,0 pROFE. PLT TYP. Wave FT/RTo2%(0%)/4(0) 16.01 . ' ' . . `SS OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "Wtal•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! C9 test Fir �'f. TC LL 25.0 PSF REF R7175- 91721 ••IIPBRTIINf• FURNISH THIS DRAWING m ALL IbNIRACTLRS INCLUDING THE INSTALLERS. 19675 q 825 N 4th Ave,Cornelius s oIt 97 13 Trusses requireextreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall 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 10.0 PSF DRW CAISR7175 17088095 rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCS' Q 7912Q _ Ta sections 83. 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and e if--- 1_, ' the Joint Details. unless noted otherwise. Refer to drawings 160A-z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH A�' _N fJ Alpine, a division of'n eallai g Components grasp Inc. shall not m responsible for any deviation from this OREGON drawing, any failure to build the crass in conformance with ANSI/TP' 1, or for handling, shipping, eq TOT.LD. 42.0 PSF SEQN- 238706 AN ITW COMPANY installation&bracing of trusses. 9 aR.20,0 A sown.n this droning or mover peep listing this droving, indicat...00pt.na.of professional engineeri.q RVO L D W. DUR.FAC. 1 .15 FROM I KE responsibility solely for the design shown. The suitability end tower this drawing for any structure Is the 8351 Rosana Circle reeponaibl'tty of the Building Designer per ANSI/TP1 1 s.o.2. Sacramento,CA95828 For.ore Information see this Jobs general notes page and these web mites: Renews&9012017 SPACING 24.0" JREF- 1 VZ 17175208 ALPINE: www,alpineitw,com: TPI: www.tpinst.org; ^TCA: www,sbcindustry,con: ICC: www ccsafe,org (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - H) Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud :W3 2x4 HF Std/Stud: TC- From 70 plf at -1.00 to 70 plf at 3.96 TC- From 35 plf at 3.96 to 35 plf at 10.50 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -1.00 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 20 plf at 0.00 to 20 plf at 3.99 psf. BC-BC- 592.58 lbOConc.lf aLoad a3.9t to 9910 plf at 10.50 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 244.19 lb Conc. Load at 6.00 BC- 257.76 lb Conc. Load at 8.00,10.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord 4X8= live load applied per IRC-12 section 301.5. 1.5X4111 Right end vertical not exposed to wind pressure. Emm1 EaIIIIIIIJI Wind loads and reactions based on MWFRS. 4-7-0 4-8-4 12 441111116.. mai 0-8-12 M 9-1-2 o i I 110.7.701 3X7 III 4X5= 3X5(62)Es l< 1 ' 6-6-8 3-11-8 6-6-8 I, 3-11-8 J, 6-6-8 -.1 10-6-0 Over 2 Supports >1 R=994 U=48 W=5.5" R=1083 U=60 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, 45i' !FF OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-'2118 **WARNING!•• READ AND FOLLOW ALL mons m!Tills DRAWING! G� 1� 825 N 4th Ave,Comehus OR 97113 "IMPORTANT" FURNISH THIS DRAWING To ALL comucrom INCLUDING THE INSTALLERS. U� �G F�C++ O� TC LL 25.0 PSF REF R7175- 91722 _ Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, \ 1 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 shall have bracing installed per SCSI oa .411111° BC DL 10.0 PSF DRW CAUSR7175 17088096 ni sections B3. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 40101/ Ula Joint Oxtails. unless noted otherwise. Refer to drawl 160A-2 for standard late _,x/20 ALP- h I ire she a p any deviation L BC LL 0.0 PSF CA-ENG PBC/GWH f=11�..1rr I �J ' Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any tlevletion from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ^ OREGON AN ITW COMPANY Installation N bracing of trusses. 0 -✓ TOT.LD. 42.0 PSF SEQN- 238771 A seal en this drawing Cr ewer paps listing this droving. Indicates acceptance of profeealeMl engineering ' 9 reepenalbi l lty solely for the design sham. The suitability end use of this drawing for any stn.-tura Is the 9 VM,zo,19 s3si xoy Circle reepenelbl l lty of the Building Designer per ANSI/TPI 1 Sec.z. R°I 8 m VS4 OUR,FAC. 1 .15 FROM I KE Sacrame!to,CA95828 For more information see this ,e job's general notes page and these web sites: - SPACING 24.0" JREF- 1 VZ 17175208 ALPINE: www,alpineitw.com: TPI: www. pinst.org; NBCA: n .sbcindustry.com; ICC: www.iccsafe,org Ra,rwe A1Rb9f117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMII TED BY TRUSSIFIrm (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - H1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 5X5= 1.5X4 III 1 1 5-10-7 6-0-4 12 7 1111 tri 0-8-12 ' J 9-1-2 1 1 1.5X4 III 3X5= 3X7(G1) III 5-3-8 'I` 5-2-8 2.15-3-8 5-2-8 I-- 5-3-8 5-2-8 J 10-6-0 Over 2 Supports R=550 W=5.5" R=468 U=19 RL=102/-61 Design Crit: IRC2012/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(096)/4(0) 16.01. 0. 8's w.Fk"s, OR/-/1/-/-/R/- Scale =.375"/Ft, Truss Components of Oregon (503)357-2118 "WIARNINGI eve READ MD FOLIAR ML NOTES ON THIS DRAWING! Gj I NE O 825 N 4th Ave,Cornelius OR 97113 a"IR'ORTAMP' ISH THIS DRAWING TO ALL COMRACTORS INCLUDING THE INSTALLERS. (,ice NAG� A TC LL 25.0 PSF REF R7175- 91723 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow • 19575 -r i�� TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WI-CA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, I 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 10.0 PSF DRW CAUSR7175 17088097 Thi, sections B3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 1 '' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ,4(���� N 1 Alpine, a division of naw Building Components Group Inc. shall not be responsible for any deviation from this 0 9/20 7 BC LL 0.0 PSF CA-ENG PBC/GWH i drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY instaIIetion a bracing of tresses. 0 o ./ TOT.LD. 42.0 PSF SEQN- 238773 . A mal on this drawing or cover pegs listing this drawing. mn. drawing. indicates saptanes of professio ,engineering 9,Q'len.20,199 responsibility re .nsibility solely for the design shown. The suitability and use of this dramin9 for any structure is the V DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle respornsibl I Ity of the Building Designer per ANSI/TPI 1 Sso.z. Off, Ve Salnento,CA 95828 For more Information see this Job's general notes page and these web sites: ,/ ALPINE: mree.elpineitw.com: TPI: www.tpinst,org;WTCA: www.sbcindestry.con; ICC, www.lccsafe.org SPACING 24.0" J REF- 1 VZ 17 1 7 5Z08 Raaes,a ibCryg017 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. . (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - H2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat IC w 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= 1.5X4111 ilMEMMOIMMMIMMIMOITO 7-2-7 7-4-4 12 r III 51 0-8-12 IM SLK 9-1-2 I ! 1.5X4111 3X5- 3X10(G7) III 6-7-8 3-10-8 l'' 6-7-8 >Ic 3-10-8 L. 6-7-8 _I 3-10-8 _I I 10-6-0 Over 2 Supports R=550 W=5.5" R=468 U=29 RL=124/-70 Design Crit: IRC2012/TPI-2007(STD) • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• a - •c- PLT OR/—/1/—/—/R/— Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 aaWAIl11001•a READ AND FOLLOW ALL RUES OWN THIS DRAWING! ��5 �GtiNF��'1,;•,_ TC LL 25.0 PSF REF R7175— 91724 825 N 4th Ave,Cornelius OR 97113 ••IIIPONTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follo,. 19575 '9 TC DL 7.0 PSF DATE the latest edition of SCSI (BuildingComponent Safety Information, by TPI and WFCA) for safety practices prior tr...„ 03/29/1 7 to performing these functions. Installers shall provide temporary bracing per BCSI. Unlessnoted attached ' — top chord shall have properly attached structure! sheathing and bottom chord shall have a poperly attached BC DL 1 0.0 PSF DRW CAISR7 175 17088098 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI J- ,/rte 17 sections 03, 87 or BIG, as applicable. Apply plates to each face of truss and position as shown above and on • /4--,t-1)-^ I the Joint Dotal Is. unless noted otherwise. Refer to drawings,BGA-Z far standard plate positions. o 9/20 7 BC LL 0.0 PSF CA—ENG PBC/GWH H ' Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to!wild the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN IrW COMPANY Installation&bracing of trusses. 0 •.j TOT.LD. 42.0 PSF SEQN— 238775 A awl en this drawing or borer peg. listing this Crowing, indle.te&octopuses of prof wlenel snginwring a ego.20,19g� ‘,._t . responsibility solely for the design show, The suitability and use of this droning for any structure I.the V DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle rapenelbll ley of the Building Designer per'N !/TPI 1 S.e.2. Roto411010 Sacramento,CA 95828 For more infarmatlan see this Jobs general notes page and these web sites'as SPACING 24.0" JREF— 1VZ 17175208 ALPINE: emm.olpineltw.cwn: TPI: www,tpinst.org; NTCA: wee.sbcirdustry.com; ICC: www. safe.org Bmso slY4m.Yt (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - H3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member I (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 1.5X4 HI jpmmommi7 1 1.5X4111 1111111 S (a) 8-6-7 8-8-4 12 0-8-121 T !. 9-1-2 r 3X5- 3X5= 3X7(G1) III L1 ,J "--1-1. -9-°--- - 4-9-0 i 5-9-0 L< 7-11-8 ,1_2-6-8_j 10-6-0 Over 2 Supports >1 R=550 W=5.5" R=468 U=42 RL=146/-80 PLT TYP. Wave Design Crit: I T/RT 2%(0%)/04(0) D) 16.01.1• b PRDF�s�i OR// -/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregou (503)357-2118 ""R NG " READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0 lJG " 10 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **11FORTA�"" AMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575. ZREF R7175- 91725 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ii Component the latest edition of SCSI (Building Safety Information, by TPI and WlCA) for safety practices prior.40;01TC DL 7.0 PSF DATE 03/29/17 to performing these functionts. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid tel Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI '" BC DL 10.0 PSF DRW CAUSR7175 17088099 Ta sections a3, 67 or 510, as applicable. Apply plates to each face of truss and position as shown above and on 0 /20 (� off=N 7,,,-:---..:-,::': emint Datai I=, --:,-;;;;:77:::7:::. ^leas noted star.lase Rafar to drawl ga,B.oA-Z far steward plata peaitiens. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH A II f—' drawing, re, a division of 1777 Bulldl g Components Group Inc, shall not be responsible for any deviation from this drawany failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN❑"w COMPANY installation&bracing of trusses. l fl.20,1946 °r TOT.LD. 42.0 PSF SEN- 238779 . A goal on this drawing or manor pogo listing this drawing. Indicates eaa.ptalw of profos.lonsl alglnesring is responsibility solely for the design.haen. The suitability and assail Mie droving far any*truster. Is the -fO A W"�� DUR.FAC. 1 .15 FROM I KE 8351Rirvao7Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. Sacrancnto,CA95828 Far more Information see this jobs general notes page and these web sites: Renews®18DJ20i7 SPACING 24.0" JREF- 1VZI7175Z08 ALPINE: www.alpineltw.com; TPI: www,tpinst,org: tRCA:mww,sbcindustry.com; ICC, www.iccsafe.org THIS DWG PREPARED FROM COMPUT I UT & (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - H4) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 •W1 2x4 HF Std/Stud: DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 1.5X4111 j77 -7- 1.5X4 III 9-10-7 10-0-4 12 J_ 441111111111111 0-8-12 _ -- T 9-1-2 3X5- 4X5= 3X7(G1) III L1 'J 1-2-8 4-9-0 aef.c 4-6-8 1_ 4-9-0 T 5-9-0 I_ 9-3-8 —1-2 J 10-6-0 Over 2 Supports - -> R=550 W=5.5" R=468 U=56 RL=169/-90 Design Crit: IRC2012/TPI-2007(STD) CEO PROP PLT TYP. Wave FT/RT=2%,(0%)/4(0) 16.01.10 6 G rE `rS,r� OR/-/1/-/-/R/- Scale =.25"/Ft. ••WARNING!•• READ AMD FOLLOW ALL RTES ON THIS DRAWING! Z TC LL 25.0 PSF Truss Components of Oregon (503)357-2118 0 825 N 4th Ave,Comellus OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING'TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 y REF R7175- 91726 Trusses require extreme c re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 ns. I(Building Component Safety Information, by TPI and WTCA> for safety practices prior f TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, �� top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /010A, rigid ceiling. Locations:shown far permanent lateral restraint of webs shall have bracing installed per BCS! 7 BC DL 10.0 PSF DRW CAUSR7175 17088100 t! sections B3. 87 or 810. as applicable. Apply plates to each Pace of truss and position as shown above and o 0 /20 A' �� tM1e Joint netails, unless noiatl otherwise. Refer to drawings tBDA-Z for siardard plate positions. N Alpine, a division of ITw Building Camponenis Group Inc. shall not be responsible far any devlat;on fro.this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSIRPI 1, or for handling, shipping, AN RW COMPlWY installation 11,bracing of tresses. 47/021).` 2G,19'4° 'r TOT.LD. 42.0 PSF SEQN- 238777 ewer. A seal on this drawing or p.ge listing this drawing, Indicates..ceptanee of professional glnssring rwre< peibillty solely fpr the design shown. The suitability and use w of this drlrg for.ray structure Is the OL D W. �� DUR.FAC. 1 .15 FROM I KE 8.351 Rovanl Circle responsibility of the Building Designer per ANSI/TPI I Sec.2. sacramdnlo,CA 95828 For more informationsae this job's general notes page and these web spew: Renews W8012O1 7 SPACING 24.0" J REF- 1 VZ 17 1 75208 ALPINE: wma,.alpineitw.caw: TPpI: www.tpinst.org: WrCA; www.sbc lndustry.com; ICC: www.iccsa Pe.org THIS DWG PREPARED FROM COMPUTER INPUT LOADS & D IN NSI S (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - H5) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 •W1 2x4 HF Std/Stud: DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat IC CO 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 1.5X4 III il° 1 1 3X54 4, 10-5-15 10-7-12 12 0-8-12 :' 4_9-1-2 T1.5X4 III 4X5- 3X7(G1) III L1 •J 4-9-0 an1c 5 4-9-0 5-9-0 9-11-0 0710 10-6-0 Over 2 Supports R=550 W=5.5" R=468 U=64 RL=179/-95 Design Crit: IRC2012/TPI-2007(STD) .EO PROpp PLT TYP. Wave FT/RTe2%(0%)/4(0) 16.01..6 CIR.F `r-4, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components 503 357-2118 "tIARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 91727 po ( ) "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. N 19675 TC LL 825 N 4th Ave,Cornelius OR 97113 - 'L 25.0 PSF Trusses require extreme c in fabricating, handling, shipping, installing and bracing. Refer to end follow �� the latest edition of SCSI (Building Component Safety Information, by TP1 and NTCA) for safety practices prior ; TC DL 7.0 0 PSF DATE 03/29/17 to performing these functions. Installerhall provide temporary bracing per SCSI. Unless noted otherwise. _ top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached r BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI ,� DRW CAUSR7175 17088101 f. sections 83. 87 or am, as applicable. Apply plates to each face of truss and position as shown above and on 0 29/20 A1_,L''1 —l� I I the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions, OREGON BC LL 0.0 PSF CA-ENG PBC/GRH \VI Alpine, a division of I7W 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, Ya AN frWCAMPENY Installation&bracing of tr"ease. I '194. 1 20,ieTOT.LD. 42.0 PSF SEQN- 238783 . A seal an this drawing an cower page Muting this drawing, Indicates semaptance or professional engineering responsibility solely for the deafen ehamn. The suitability and hue of this droving for any structure Is the reeponslbl I Icy of t,.Building Designer per ANSI/TPI 1 S.t.2. O� ' W•N DUR.FAC. 1 .15 FROM I KE 8351 R vans Circle Sacramento,CA958 8 For more Information sea this s general co=ca pages and=base web sites: NpnawaBlaa2O17 SPACING 24.0" JREF- 1VZ 17175208 s" ALPINE: "" ,alpnw eitw.cam; TPI: ww .tpinstpinst.org; PTCA: www.sbcindustry.com: ICC: www.imsaPe.org ARPPIIIIIPIIIIIIIIIIPIIIIIIIIIIIIIPIIIIIIIIIIIIIIIIIIIIIIIIPIIIMI (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure. notches. Do not notch in overhang or heel panel . See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 11111110 3-7-15 ii 11 i t i i i ..9-1-2 V 2x4(A1) L1 ' al 9-8-4 "12 10-0-0 Over Continuous Support al R=97 PLF U=22 PLF W=10-0-0 RL=13 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,EO PROPe. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.88 C.�.� S4'0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components4thAye, o e (97 137-2118 '*• FURNISH H•THREIS ARAB FOLLOW ALL TRA ON SNIs DRAWING! � N l�� y� TC LL 25.0 PSF REF R7175- 91728 825 N 4 Ave,Cornelius OR 97113 '•IrgBTANr• FURNISFI TNIs BWAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 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 WTCA) for safety practices prior �r TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,,,+i" n - I. rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCS! ' /_ BC DL 10.0 PSF DRW CAUSR7 1 75 17088102 02 sections 83. B7 or 810, as applicable. Apply plates to each face of truss and position as shown abuse end on0 ./20 ■�� N the Joint Oetaiis, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. LV - ////������1WW -NIP' Alpine. a Ab id e,of 11*Bei lding�mpoeant,group Inc. shall net be responsible far any de�,ation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, J AN ITW COMPANY installation&bracing of truesee. v A mal on this drawing or mope, 9,QO n.zo,��N�° TOT.LD. 42.0 PSF SEQN- 238788 Foga listing this drawing, indicates a.eaPtanes M professional engineering r..ponelbl l lty solely for M.design.hams. The suitability.es des of MIs droning for any etfuatur. la the . re &351 Rrn'Bna Carole epenslblllty of the Building°Amer per ANSI/TPI 1 S.c.2. DUR.FAC. 1 .15 FROM IKE SaammW,CA95828 For more Inforestion see this Jobs general notes page and mase web alter: RapaWe 6ladso17 SPACING 24.0" JREF- 1VZ 17175208 ALPINE: www.alpineitw.com; TPI: www,tpinst,arg; WTCA: www.sbc nndustry.cam; ICC: www.lccsafe,ory THIS DWG PREPARED FROM COMPUTER INPUT LOA & 1 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - J1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III I II 1.5X4 4 3-7-15 mom , Jmmo 9-1-2 + mono 3X5- 2X4(A1) L 1 ' J Le 6-1-8 3-6-12 3.12 I - I 10-0-0 Over 2 Supports R=504 W=5.5" R=413 U=7 RL=60 Design Crit: IRC2012/TPI-2007(STD) ,EO PROs PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.60 iCII. `,kt OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "eMAR161 NG IFURNISH Me READ AIA FDLIDg NOTES RA ON S IN INCLUDING BRAVING! N E.l`� ©, TC LL 25.0 PSF REF R7175- 91729 825 N 4th Ave,Corneluis OR 97113 "'+ T '" ISN Txls DRONING T°"u CONTRACTORS 1"eurol°w TMs uBTLLLENs• 19576 Trusses require extrema care in fabricating, handling, shipping, installing bracing. Refer to and follow - the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsi I BC DL 10.0 PSF DRW CAUSR7175 17088103 TM sections B3. 67 or 610, as applicable. Apply plates to each face of tress and position as shown above and on 0 9/20 ALP- the he Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. Ai a division of ITW Building Com (l OREGON BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, ng ponents Group Inc.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 TW COMPANY instal lotion&bracing of trusses. V."•a.20,19e0 TOT.LD. 42.0 PSF SEQN- 238785 . A seal on this drawing or cover peg. listing this drawing. Indicates sotsptanee of professional engineering responsibility solely for the design sheen. The suitability and iaa of this drawing for any structure Is the O`0 W•144%. DUR.FAC. 1 .15 FRO I KE 835IRovaeaCircle responsibility of the Building Designer per A161/TPl 1 5eb.2. $acrmgeetu,CA9582,9 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineltw.com: TVI: www.tpinst.org: WTCA: www.sbcindustry,con; ICC. www.iccsafe.org ReneWBD/$02017 SPACING 24.0" JREF- 1VZI7175Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - X) Top chord 2x4 HF #2 120 mph wind, 22.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 10 6-6-8 12 0-7-4 ' L J'� .419-2-10 r 1.5X4 ill 3X5(82)(R) III 5-9-8 ii 2 <---5-11-4 Over 2 Supports " I R=351 W=5.5" R=257 U=78 RL=155/-67 Design Crit: IRC2012/TP1-2007(STD) g PR.p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0 , a F • S+� OR/-/1/-/-/R/- Scale =.375“/Ft. Truss Components of Oregon (503)357-2118 'wWARNING1.. READ AND FOLLOW ALL NDFES ON THIS DRAWING! `G� GINE• IO 825 N 4th Ave,Cornelius OR 97113 "IIFOBTANT” FURNISH nus DRAWING TO ALL CONIRACTOns INCLUDING THE INSTALLERS. (g 11 � lg. TC LL 25.0 PSF REF R717S- 91730 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end fellow 19578 17 TC DL 7.0 PSF DATE 03/29/17 the latest edition of BCSI (Building Component Safety Information, by TPI and YirCA) for safety practices prior , to performing these Functions. Installers shall provide temporary bracing per BCSI. Unless noted attached otherwise, �I top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per SCSI ( '�.:/f DRW CAUSR7175 17088104 1.;==q) 'I�`I n sections 03. 87 or 010, as applicable. Apply plates to each face of truss and position as shown above and o A11 _, ha Jalnt 0atans unless norm othe wise. Re Per to drawings 1BOA-Z for standard plata positlonrs. n BC LL 0.0 PSF ' � Alpine, a tlivision oP Irw Bufldirg Components Group inc, sM1all net be responsible Por any deviation from this OREGON CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. psv TOT.LD. 42.0 PSF SEQN- 238655 . A.ail eel this drawing or cover pogo listing this drawing. indlestos s000ptanes of professional engineering 1 VCM.20n 14r reeponmibi I ity solely for the design shown. The Suitability and uee of this drawing for any.trvoture is the RO� / ,�� OUR.FAC. 1 .15 FROM 1 KE 8351 RdvAna Circle responsibility of the Building Designer per ANSI/TPI I Sew.2. Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: SPACING 24.0" JREF- 1 VZ 17175208 ALPINE: www.alp nRI eltw.com: TPI: wwa.tpinst,org; CA: www,sbcindustry.com: ICC, www.iccsafe,org Renews 813072017 _ (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - X1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at 0.00 to 70 plf at 5.94 BC- From 10 plf at 0.00 to 10 plf at 5.94 120 mph wind, 22.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 469.90 lb Conc. Load at 1.56, 3.56 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 476.30 lb Conc. Load at 5.56 DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III P 12 p 3X5/// A 6-6-8 A-L In 0-7-4 11111111111111111111111111111111, 19-2-10 4X5 III 3X5(R) III 2X4(61)=---- 1"12 3-0-0 'Ic 2-1184 I5-11-4 Over 2 Supports -->. R=820 U=63 W=5.5" R=1070 U=113 Design Crit: IRC2012/TPI-2007(STD) * PR. PLT TYP. Wave FT/RTei2%(0%)/4(0) 16.01. 0 , FS+� OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon 1503)357-2118 '•lARN I NG I•w READ AND FOLLOW ALL KITES ON THIS DIMING, �5 INF iO ppoo •vU'ORTANT•• FURNISH THIS BLAMING TO ALL COgrnAcrats INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825N4111Ave,ComelusOR97 13 C2 s57s F,Q 9 REF R7175— 91731 _ Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 7.0 PSF DATE 03/29/17 the latest edition of SCSI (Building Component Safety Information, by TPI and MCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, ' %1 - top chord shall have properly attached structureI sheathing and bottom chord shall have a properly attached BC DL 1 0,0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall nave bracing installed per SCSI ��. DRW CAUSR7175 17(m105 T. sections B3. 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and o f=1 1 ED N the joint petals,, "nless noted otherwise, Refer to drawings 1AOA_Z for standard plate position, 0 2 /20 7 BC LL 0.0 PSF CA—ENG PBC/GWH l� " Alpine, a division of 1111 Building Components Group Inc. shall not esponsible for any deviation from this OREGON WV installation&bracing of trusses. V, drawing, any failure to build the truss In conformance with ANSI/1P1 1, or for handling, shipping, /� AN ITWCOMW -./ TOT,LD. 42.0 PSF SEQN— 238672 A wI en this drawing of cover page listing this drawling. indicates acceptnwe of prefwl.nl engineering1'40.20,19 reapaslbll:ty solely far the de.lgn ens.,. The avlt.bll ity end use of this drawing for any structure Ithe :3ssl Ronan envie responsibility of the Building Daelgn.r per ANSI/TPI 1 gem.:. ROi. b W•11 ' DUR.FAC. 1 .15 FROM I KE Sacramento,CA95828 For mare information sea this job's general notes page and these web sites: SPACING 24.0" JREF— 1 VZ 17175208 ALPINE: wuse.alpineitw.cam; TPI: www.tpinst,org; MCA: wwa,sbcindustry.com: ICC: www.iccsafe,org get&9{ydtt7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - X2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 UI 1 4-8-4 s 0-8-12 �� ■ i �_ JI 9-1-2 ill 1.5X4 10 10. 1 3X7 G1) III L-1-6-0- 5-9-8 12 )11 IC 5-11-4 Over 2 Supports R=379 W=5.5" R=244 U=19 RL=81/-40 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0,.,51 FSis�%y, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIww READ AND FOLLOW ALL MOTES on THIS DRAWING! r 0(3 1'e4 VZ TC LL 25.0 PSF 825 N 4th Ave,Comellus OR 97113 "'IMPORTANT" FURNISH THIS DRAWING in ALN.ecornac ons INCLUDING THE INBTALLPRR. (�' REF R7175— 91732 Trusses require extreme care in fabricating, handling, shipping, installing and bearing. Refer to and fallow - 19575 �I,,,ap TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and wrCA) for safety practices prior to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, ,Allibh, 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 401 ,, alirr' BC DL 10.0 PSF DRW CAUSR7175 17088106— 'm sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and ALP- N he.,pint Datai ie, �alese sated atha,�hlaa, Refer to drawinga 1BDA_Z for standard plata pasitiana, on 0 EG 7 BC LL 0.0 PSF CA-ENG PBC/GWH f=1 !—" Alpine, a division of ITR Building ussInecon Group Inc. shall not ba responsible for any dpping,on Pram this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of tresses. Y.H. pe "� TOT.LD. 42.0 PSF SEQN- 238758 . A awl en this drawing or tenor page listing this drawing, Indle t...toaptane.of profwelm.l eelgIn..ring 920,i9 --- responsibility responsibility solely for the dealgn shown. The suitability and i.ee of this drawing for any structure I.t e Rpt e N� DUR,FAC. 1 .15 FROM IKE 8351 RrnBnaCircle reepenalbillty of ti»Building Deelgn.r par AIWI/TPI 1 Sec.2. Sacramento,CA95828 For more information see this lob's general notes page and these web sites: SPACING 24.0" JREF- 1VZ 17175208 ALPINE: wwr,aipineitw.cam; TPI: waw.tpinst,org; OTCA: www.sbctndustry.com; ICC: we.iccsafe,org Remwm 6I3OI2017 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - X3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X410 8 4-8-4 4 0-8-12 �� ■ i 4_9-1-2 ! li 1.5X410 3X7 Cl) III 5-9-8 1"12 1c 5-11-4 Over 2 Supports i R=258 W=5.5" R=258 U=20 RL=65 Design Crit: IRC2012/TPI-2007(STD) O PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. "". SS, OR/-/1/-/-/R/- Scale =.5"/Ft. ••ra�auIHci•• READ Alm FOLLOW ALL KITES ON THIS DRAWING! �9 G1NF TC LL 25.0 PSF Truss Components 4thAv Cornelius 59711)357-2118 --Immimmn— PUNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O F� y REF R7175— 91733 825N4t}1Ave,Cornehus0) 97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 9 the latest edition of SCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior � BC DL 10.0 PSF DRW CAUSR71 75 17088107 , TC DL 7.0 PSF DATE 03/29/17 �. to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedwnbracing / rigid ceiling. Locations shown for permanent lateral restraint of webs shall have installed per SCSI / to sections B3. 07 or B10, as applicable. Apply plates to each face of truss anti position as shown above and on ^/^O 7 ���) the faint getaih=. unlaea orad athe wise. Rafar to draw:nga ldOA-Z her standard plata poaltiona. J[ BC LL 0.0 PSF CA-ENG PBC/GWH /c=1 ' Alpine, a division r: IIYI Building Components Grcup Inc. shall .ot be resporaible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Ate/ TOT.LD. 42.0 PSF SEQN- 238760 AN n-wcomPANY installation&bracing of trusses. �� -h.20,19 S A awl on this drawing or cover page listing this drawing. Indlwtes acceptance of professional engineering responsibility solely for the design shah, The auitebllIty and use of this drawing for any structure Is the O,�D w.N DUR.FAC. 1 .15 FROM IKE 8351 Romana Clitle re.pon.Iblllty of the Building Designer per ANSI/TPI 1 sea.2. Sacramento,CA95828 For more informationa this jobs general notes page and these web sites:cc SPACING 24.0" JREF- 1 VZ 17175Z08 ALPINE: www,alp neitw,com; TPI$www,tpinst,org; RTCA: wwa,sbcindustry,com; ICC: www. safe,org Iilow*@13012017 IIIIIIIIIPIIIRIIRRIIRIRIRIIIRIIPIIIIIIIIIIRIPIPIIIIIPIIIIII (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - EJ1) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at -1.00 to 70 plf at 1.22 120 mph wind, 19.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -1.00 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 5.94 DL=6.0 psf. BC- 35.10 lb Conc. Load at 2.00 BC- 58.81 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=58 12 @ 420-9-0 1 V 1-9-14 0-7-4 Pc -1-- Ji 19-2-10 3X5(82)(R) III L( 1 ' 11-2-10>I< 4-8-10 ;1 5-11-4 Over 3 Supports >I R=190 U=22 W=5.5" R=106 Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..x..5 fr FFS& OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon /503)357-2118 'wfW RRINGIe• Reno AM FOLLOW ALL NOTES ON THIS oRMN6l �9 ��1Ne� TC LL 25.0 PSF 825 N 4th i Ave,Cornelius 01297113 '•iBPOWTANT'• FURNISH THIS DRAWING To ALL IOlrrbllcTORs INCLUDING TME INSTALLERS. Uf Z REF R7175— 91734 _ Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 91. TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WFCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, i top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rigid ceiling. Locations shorn for permanent lateral restraint of webs shall nave bracing installed per BCSI ��� t! sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on ` 10.0 PSF DRW CAUSR7175 17088108 A O IIS the Joint Details, unless noted otlrerw Ise, Re Per to tlrawings tBOA-Z Por stantlard plate positlans. 0 1/20 N I Alpine a di inion of IT.Beildi �apose R grap ,nt, aha„ net be r ape,;b,a Par any de ,at,an Prom this OREGON BC LL 0.0 PSF CA—ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI ,, or for handling. shipping, 0 e1J TOT.LD. 42,0 PSF AN MA/COMI ANY Installation&bracing of trusses. 7. A alai on this drawing or cover pas listing this arsine, Indicates occasional,of professional engineering 9,Q �h.20,140"""��•<�m SEQN- 238647 responsibility solely for the design shoran. The suitability and use of this&raring for any structure Is the O sass a v na Circle reeponslbl l ity of the building 1>•elgnwr per ANSI/71.1 1 sec.2. OLD W" `• DDR.FAC. 1 .15 FROM I KE • Sacramento,CA 95828 For more information see this Job's general rotes page and these web sites: SPACING 24.0"D ALPINE:wray.alpineltw.com; TPI: www.tpinst.org; WTCA: www,sbcindustry.com; ICC: www.iccsafe.org Renews 813012017 " J RE F— 1 VZ 17 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT L S & (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - EJ2) Top chord 2x4 HF #2 120 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL==4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 11 *22-1-0 i 0007 R=82 U=31 3-1-14 0-7-4 Pc i 19-2-10 i 3X5(B2)(R) III Ic 1 ' 2-6-10 >I< 3-4-10 ZAJ Ic 5-11-4 Over 3 Supports ,i R=236 W=5.5" R=108 RL=75/-43 Design Crit: I RC2012/TP1-2007(STD) - O!� ll`PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x• .+'i' FSS' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com nents of Oregon (503 357-2118 w"WAIW I NG I"" READ AND Alt FOLIANOTRE ON THIS DRAWING! \� G l N E O 825 N 4th Ave,Cornelius OR 97113 "t TANr a FURNISH THIS DDRAWINGTM T°ALL CONTRACTORS INCLUDING E INSTALLERS. (,j TC LL 25.0 PSF REF "7175— 91735 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 � .L p the latest edition of SCSI (Building Component Safety Information, by TPI and"FCA) for safety practices prior TC DL 7.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, CdillDATE 03/29/17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid I1„g. Locations aaww far Permahemt lateral restraint of webs sbail bracing installed per BCSI , .. " , BC DL 10.0 PSF DRW CAUSR7175 17088109 � eetions 83, 67 or BtO, es applicabl a. Apply plates to each face of truss arW position as sham above nn:C111 A n H tine joint Details, unless noted otherwise, Refer to drawings 160A_Z for standard plate position=, 0 "/20 BC LL 0.0 PSF CA—ENG PBC/GWH AP ..;;;DONAlpine, a division of n.Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, AN IPWCOMPANY installation A bracing of trusses. TOT.LD. 42.0 PSF SEQN- 238649 A meal on this drawing er eawer pegs I isti g this drawing, indicates weeptenee of professional engineering 141 C.20,190 rwpenalblllty solely for the design Mown. The suitability nand use of this drawing for any structure I.the 8351 Rana Circleresponsibility of the wilding Digraw per ANSI/TPI 1 see.:. fiO( O N,W' DUR.FAC. 1 .15 FROM IKE Sacramato,CA 95828 For more Information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VZ 17175208 ALPINE. w.wi.elpineite.coe; TPI: www .tpinst.org; RICA; w.sbcindustry.cee ICC: www.iccsafe.org Renews e3e2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - EJ3) Top chord 2x4 HF #2 120 mph wind, 21 .26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. �( 43-5-0 ' MIMIIIIIIIIIIIIIIIIIIIIII R=124 U=54 12 4-5-14 _J__ 0-7-4 JIi 18-2-10 e 3X5(B2)(R) III Lc 1 ' ,1< 3-10-10 >L 2-0-10---1 5-11-4 Over 3 Supports R=283 W=5.5" RL=105/-53 R=110 Design Crit: IRC2012/TPI-2007(STD) - p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0.. 'Y - FI% OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118 "" INGI"• READ AND FOLLOW ALL NOTES ON TNIS DRMVING! �y �GlNl�tc �O TC LL 25.0 PSF REF R7175- 91736 It9711.3 ••ITµT•• Isx Txls Bwu ills 7o Au ownnacroRs IRCLUDINB IFIE IA6ALLFJts. • 825N4hAve,Cornehus0 ,Q 7 Trusses require ext SCS re In ng Coniponen handling, shipping, installing antl braelns Rayer to and Polier 19575 TC DL 7.0 PSF the latest edition functions. ld st Component Safety de teMatlon, by TPI antl WFCSI far safety practices prig , DATE 03/29/1 7 to pchordm iha thhav fpropirly. Iachell sr ucturl psheith ngwanrabo tree ing der ell en laps perly attach ides it up clwrtl shell have properly attached strucwrel sheathing aM Dotiom chord shall have o properly attached rigid ceiling. Locations shown for perman t lateral restraint of webs shall have bracing Installed per SCSI i/ . <, BC DL 10.0 PSF DRW CAUSR7175 17088110 All sections 63. B]or BtO, as applicable. Apply plates to¢act Pace of truss antl position as stern above antl on 1' lPa l� I the Joint Details, unless noted otherwise. Refer to drawings 960Ao-Z for standard plate pmitions. :OREGON�!/1�If ' \v1 I rILZ: a any of ITh build thing Campanacon ora„p int. hhall n t be raepo„:ilila fir any da„latian free thio OREGON BC LL 0.0 PSF CA-ENG PBC/GWH tlrawing, any failure to bulltl the Cruse in conformance with ANSI/TPI 1, er Por hantlling, shipping, AN IlW COMPANY installation&bracing of trusses. G� m .4 TOT.LD. 42.0 PSF SEQN- 238651 . Mises,en this griming or cover pegs listing this drawing. Indicates acceptance of proMwlonel engineering •��Mifl.20,199 f apdnwlbl i lty solely far the deign sheer. The meltabi l Ity end use of this drawing for any structure I.the ��O W,NGV DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle r..pon.lblllty of the Building Designer per ANBI/TPl 1 Sec.2. Sa.,mlleeto,CA95828 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wwe.tpinst.orgl'PTCA: www.sbcindustry.rom; ICC, saw.,ccsefe.org Renews 6/902017 SPACING 24.0" J REF- 1 VZ 17 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - EJ4) Top chord 2x4 HF #2 120 mph wind, 21 .93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=164 U=76 +24-9-0 12 P 5-9-14 0-7-4 minummommimmmommEi, +19-2-10 7- 3X5(B2)(R) III L1 '-lc 5-2-10 „ 1<J I.( 5-11-4 Over 3 Supports >I R=328 W=5.5" RL=138/-63 R=112 Design Crit: IRC2012/TPI-2007(STD) - D PROp� PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.0• "•'1 S,S,� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss ComponentsofOregon (503)357-2118 tINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING' G �' O TC LL 25.0 PSF 825 N 4Ave,Cornelms OR 97113 '"IMPORTANT"' "SH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1HE RaTeit des' U' !� ��Q 2 REF R7175— 91737 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 9 TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functionus. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, I 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached . 04111164 gid tailing. or 610,na"pawn far permanent lateral restraint of webs shall have bracing installed per 1�, BC DL 10.0 PSF DRW CAUSR7175 17088111 1. actions B3. B]or 870, as applicable. Apply plates to each fele of truss and paaltlon as Tri na above and on 1 1 iM1e Joint Details unless noted otherwise. Refer to drawings 160A-Z Por standard plata positins. o� 0 ./20 BC LL 0.0 PSF CA-ENG PBC/GWH A .J-"—N Alpine, a division of MN Ballei,g Components Group Inc. shall not be responsible for any deviation from this truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON drawing, any failure to build the AN ITWCOMPANY installation&bracing of trusses. n+ 0 wJ TOT.LD. 42.0 PSF SEQN— 238653 *eelgloverpp . A sl en this drawing or .v.r . listing this drawing. Indicates saoptsnos of professional engineering "V41A.20,194— f .l rwpenslbility solely for the design awn. The suitability and a..of this drawing for any strutters the 'VA 1 N' DUR.FAC. 1 .1 5 FROM 1 KE &351Rovan.TCircle responsibility of the Building Designer per ANSI/TPI 1 S.e.2. , Sarramento,CA95328 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1 VZ 17175208 ALPINE:waw.alpineitw.cou; TPI: www.tpinst.org: OTCA: www.sbcindustry.com; ICC, ewe.iccsafe.org Renews e73012017 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - SJ1) Top chord 2x4 HF #2 120 mph wind, 20.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=66 U=23 1 *1-4-12 , 78 ( 2-5-10 ii 0-7-4 PS —I-- 2-5-10 R=35 3X5(B2)(R) III L-1-6-0 1-11-4- 1•11"120.1 2-9-8 Over 3 Supports R=253 U=14 W=5.5" RL=60/-31 Design Crit: IRC2012/TP1-2007(STD) EO PRO/ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0i <9_giffm•gwa., Sit OR/-/1/-/-/R/- Scale =.5"/Ft. TC LL 25.0 PSF Truss Com Components 503 357-2118 we0wRlVIRM31 w READ AND FOLLB'ALL WES ON THIS DRAINING! c1 F REF R7175— 91738 po w•1RFgITAIm FugWlsx THIS DRAWING TB ALL cartgAclees INCLUDING THE INSTALLERS. 19675 825 N 4th Ave,Cornelius OR 97�i3 TC DL 7.0 PSF DATE 03/29/17 Truss s 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 WTCA) for safety practices prior n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached i "'".1, BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSIDRW CAUSR7 175 170881 12 sections B3. B7 or trio, as applicable. Apply plates to each face of truss and position as show,above and o O 9/20 A(� — ii N tha paint°:tai l�. anlea=notetl otherwise, Rafe:to drawi.gs,BOA_Z for,tandard plata positlone. BC LL 0.0 PSF CA-ENG PBC/GWH I�—, �" Alpine, a tlivisian of IlN Building Components Group Inc. shall not be aspo sibie Por any deviation from this OREGON drawn,ng, any failure to build the trues in conformance with ANsI Tpl ,, or for handling, shipping, .,, 20 190 1I• TOT.LD. 42.0 PSF SEQN- 238643 AN RW COMPANY installation s bracing of tld the. v Q/ • . A semi en this drawing or sober peep listing this drawing, Indleetla mmsptenee of professions,engineering responsibility solely for the deelgn ehemn, The suitability and use of this drawing may structure Is the I-rOL.p W w��' DUR.FAC. 1 .15 FROM I KE 8351 Roxana Circleresponsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information sea this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www,tpinst.org: WTCA: www.sbcinlustry.com; ICC: awe.iccsafe,org Renews 03012017 SPACING 24.0" JREF- 1 VZ 17 1 75Z08 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - SJ2) Top chord 2x4 HF #2 120 mph wind, 21 .25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=165 U=54 + 23-4-12 4-5-10 0-7-4 _ . 19-2-10— AI 11 R=59 U=11 3X5(62)(R) III L-1-6-0 .Lc 1-11-4 >I* 3-11-12 >I i< 5-9-8 Over 3 Supports R=310 U=3 W=5.5" RL=105/-41 Design Crit: IRC2012/TPI-2007(STD) EO PROFF PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01. 0.0 (0_view 44, OR/-/1/-/-/R/- Scale =.5"/Ft. — Truss Components 503 357-2118 ••WARNINGlee READ AND FOLLOW ALL PASTES ON THIS DRAPING! tk% REF R7175- 91739- po ) we11PORTANTew FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25,0 PSF 825 N 4th Ave,Cornelius O 97113 19575 2 Trusses require extreme r In fabricating, SfetyI handling, shipping, installing and bracing. Refer to and follow r p TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI ant IfrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and Botta sherd shall have a properly attached SI /� `,, BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled DRW CAUSR7175 17088113 _,F-10 ,�0 the 83, ai or unless as applicable. Apply plates to each face of truss and position as shown above end on 0 9/2() thesecJoint Details. aMeas noted otherwise. Refer to drawings,BDA_Z for standard plate positions. L BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, a division of ITV Building Components croup Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ..1AN IT ' 9 .20.10 WCOMgWY installation A bracing at trusses. TOT.LD. 42.0 PSF SEQN— 238645 A ewe bn this drawing Cr cover pays listing this draping, Indicates"coastlines of profession engineering responsibility solely for the design.ha,.,. The emitabldrawstn.-bareing for any stfity end use of this drawing is the RO(e g a N� OUR.FAC, 1 .15 FROM I KE 8351 RrnanaCircle respensibi l ity of the Building designer per ANSI/TPI 1 See.2. Ss ramcnio,CA 95828 For more information see this job's general rotes page and these web sites: ALPINE: wwwv,aipineitw.com; TPI: www.tpinst.erg:IITCA; eww,sbcindustry.coml ICC: aw.,ccsefe.org Renews 6l8012017 SPACING 24.0" J REF- 1 VZ 1 7 1 7 5Z08 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - CG) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 66 plf at -1.80 to 66 plf at 2.25 TC- From 33 plf at 2.25 to 33 plf at 4.65 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 66 plf at 4.65 to 66 plf at 7.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 5 plf at -1,80 to 5 plf at 0.00 psf. BC- From 20 plf at 0.00 to 20 plf at 2.25 BC- From 10 plf at 2.25 to 10 plf at 4.65 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BC- From 20 plf at 4.65 to 20 plf at 7.00 applied per IRC-12 section 301.5. BC- 25.91 lb Conc. Load at 2.25 BC- 92.43 lb Conc. Load at 3.34 Deflection meets L/360 live and L/240 total load. Creep increase factor BC- 99.69 lb Conc. Load at 4.65 for dead load is 1.50. Right end vertical not exposed to wind pressure. 1.5X4111 Wind loads and reactions based on MWFRS. / • 4-7-5 ' 6.66 - 0-8-12 , i ---1-- 4_9-1-2 1.5X4 III 3XS(B2)Em --1-9-10- 6-10-42 II 1 7-0-0 Over 2 Supports R=496 U=41 W=8.79" R=348 U=16 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0 16,01,0. ( ) ( ) 8�� �F 4 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-.1118 ""mIINGI"" READ AND FOLLOW ALL MUTES ON THIS ORAIIIG! y I N / 825 N 4th Ave,Cornelius OR 97113 "•IWORVWT"• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ♦w� I G ��C`� Q,� TC LL 25.0 PSF REF R7175- 91740 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V . 19575 TC DL 7.0 PSF DATE 03/29/1 7 the latest edition of BCSI (Building Component Safety Information, by Tpl and NTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 1 top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached , BC DL 1 0,0 PSF rigid calling. Locations shown for permanent lateral restraint of webs shall neva bracing installed per acsl. �� „pay DRW CAUSR7175 17088114 A=,�0 N sections 83, 67 nor. unl as applicable. Apply. plates towing face rf truss and rdsitte as showniabove and on the Joint Details. unless noted otherwise. Refer to draInc. ha 1loot for standard plate poaltiiati 0 .9/20 BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, a division of ITR Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the areae In conformance with ANSI/TPI ,, or for handling, shipping, vOREGOIV� TOT.LD. 42.0 PSF SEQN- 2387 64 AN RW COMPANY drawny&bracing of trusses. . A opal en this drawing w cover papa listing this drawing, IMlpates Weeptonw.f profs sla»l.nO!neOrinR if 4h.20,164 responsibility solely ter the dselpi sheen. The suitability and use of this drooing for any etruetur.Is tN. "-OL DUR.FAC. 1 .15 FROM IKE 8351 Ravens Circle rwpon.ibl I Ity of eh.Building&wiener par ANSI/TP1 ,See.2. Sacramento,CA 95828 For more information see this Job's general notes pegs and these web sites: j SPACING 24.0" JREF- 1VZ 17175208 ALPINE: www.alpineltw.cam; TPI: aww.tpinst.org: RICA: www,sbciedustry.com; ICC: www.iccsafe,org RmWu.Ware MtlT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - CJ1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located • Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psi, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets 1/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 HI 12 1-11-5 1-11-6 0-8-12 Er ■ allitj 9'1'2 a ►'—� 1.5X4 III 3X5(G1) III I< 1 ' >1 141-0-14T2 1-2-10'Over 2 Supports R=161 W=5.5" R=26 U=8 RL=35/-31 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0, 13'. .FFA OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-2118 ••RWU N I NO 1•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! G, `� / po ) ••I�OQTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G F O TC LL 25.0 PSF REF R7175-825 N 4fh Ave,Comeltus 0 97113 (., 11 F,1 y91741 -- Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ' 19675 TC DL 7.0 PSF DATE 03/29/17 the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, I✓ top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached 1 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI // / BC DL 1 0,0 PSF DRW CAUSR7175 1708811TY 5 sections B3. 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on /� _, ^ I -.7p=-..:= he�alnt Getal l=, enleaa noted dtha...iae. Rwfar to drawi.g=,r>oA_Z far standard Plate poaltian=, 0 9/20 BC LL 0.0 PSF CA-ENG PBC/GWH A ' �1 1—, Alpine, a tlivision of ITR Building Components Group Inc, shall net be respo relble for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, OREGON AN fl W COMPANY Installation A bracing of trusses. 0 V 0 i TOT.LD. 42.0 PSF SEQN- 238751 . Romp en this drawing Or Cover pima listing this drawing, Indicates emeptenm of pretensions' engineering n 90 reeponalbl l lty solely for the design shown. Tho eultabi l ity and use of this droving for any structure la the 'T °j'.20.1 F,'� 8351 RrnanaCircle respmrwlbllthy of the Building Dwignsr per ANSI/TP) I Ses.2. OLD W•N DUB.FAC. 1 .15 FROM 1 KE Sacramento,CA95828 Far more Information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VZ 17175208 ALPINE: www,alpineitw,com; TPI: www,tpinst,org; WTCA: www.sbcindustry.com; ICC; www,.ccsafe,org BementAPSOLOn17 (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - CJ2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 12 3-3-5 3-3-6 • 0-8-12 ) 1111 1.5X4 III 9-1-2 3X5(61) III l< 1 ' >I Fc 2-4-142 2-6-10 10 Over 2 Supports R=205 W=5.5" RL=57/-41 R=100 U=19 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.04SU •FFA OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components on 503 357-2118 •*AARsIPMh1•e READ AND FOLLOW ALL NOTES ON THIS nRINIIINOI GJ iN / ppoo (( )) ••INPORTANI•• FURNISH THIS DRAWING TO ALL CONTRACTORS IIICIIWINO THE INSTALLERS. 02 TC LL 25.0 PSF REF R7175- 91742 825 N 4th Ave,Cornelis OR 97113 0. �G �`� — Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 -f� TC DL 7.0 PSF DATE 03/29/17 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior /� to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, • ' 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 nava bracing installed per SCSI 40----, � .,,,-r BC DL 10.0 PSF DRW CAUSR7175 17088116 ,ra ♦ Ta sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shownabove and o n H11_,FA N he Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. o 9/20 7 BC LL 0.0 PSF CA—ENG PBC/GWH Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, /� OREGON AN!rW COMPANY installation&bracing of trusses. 0 %, TOT.LD. 42.0 PSF SE N— 238753 A NMI on this drawing er cover page listing this drawing, indicate*acceptance of professional engineerilq responsibility solely for the design sheen. The suitabilityanduse of this drawing for any structure Is the •vim•20n 19 Q A 8351 Roan Circle responsibility of Si,..Building Designer per ANSI/TPI 1 See.z. SOI p uy•Y►� DUR.FAC. 1 .15 FROM I KE Saaramallo,CA95828 For more information see this Job's general notes page and these web sites: JREF— 1VZ 17175208 ALPINE: vw,w,alp',neitw.com; TPI: www,tpinst,nrg: NTCA: www,sbcindustry,com; ICC: www,iccsafe,org SPACING 24.0" Reaura.9 8norl T _ THIS D (0317214--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 10 -- TIGARD, OR - CJ3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 111 i 8 2-7-1 0-8-12 ll ■ �— 1. I� ��I 49-1-2 i �� 1.5X4 111 3X7 G1) Ill L-1-6-0-J 2-7-12z 2-9-8 Over 2 Supports R=258 W=5.5" R=92 U=9 RL=47/-29 Design Crit: IRC2012/TPI-2007(STD) �e�PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..i b `�S j, ie OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503(`457-:!118 eaI +I'w! AMD FOLLOW ALL NOTES ON THIS DRAWING! oth Z TC LL 825 N 4th Ave,Cornelius OR 97113 mmI1PORTANrm FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 19575 '>7 25.0 PSF REF R7175- 91743 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 RICA) for safety practices prior 4;01. TC DL 7.0 PSF DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �- 71 rigid ceiling. Locations shorn for permanent lateral restraint of wabn shall have bracing installed per RCM04101. 9/20 7 i BC DL 10.0 PSF DRW CAUSR7175 17088117 sections B3. B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on — A ' .IBJ tna Jaint 0eta:is, unless toted athervrise. Rafar to drawings 160:_2 fur standard Plata pasltiene. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH /� ' \v' I i Alpine a tlivlsion of Illi'Building Compor�ants Group Inc. shall not Ce responsible Por any deviation from this drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, 0 eft, AN rrw COMPANY inataIIation A bracing of trusses. 9 "awn,Po,+90 P TOT.LD. 42.0 PSF SEQN- 238755 . A Goal on this drawing or cover pads listing this drawing, Indicates of of proreasio.l engineering �Oi 0 W W.a�kj rGoponslbl llty ofthsolely for the theism mhos,. The suitability and Lira of this drawing for any structure Is the `l OUR.FAC. 1 .15 FROM I KE 8351 Romana Circle eygnsibi l ity of the Building Origin par ANS1/TPI 1 Sac.2. Sacramento,CA95828 For more information see this Jobs general ogres page and Lhasa web alter: Ransom 630/2011 SPACING 24.0" JREF- 1 VZ 17175208 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; 1YTCA: www.sbc lydustry.con; ICC: www.iccsaPa.arg RRein no � Cing ale ^nbe , SL, hs Li Lo Lion T-Reinf orcernent 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-Reinforcements 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 T-reinforcement or L-reinforecement or scab reinforcement, p.4.4 , Alternative reinforcement specified in chart below may be conservative, IM For minimum alternative reinforcement, re-run design with appropriate EEO FA reinforcement type. T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement' Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, iiii Attach with 10d (0,128'x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" oz. Reinforcing member is a 2x6 2 rows 2x6 2-2x40* minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (0 Center scab on wide face of web, Apply (1) scab to each face of web, Pi MUM ��EQPROp. .c c s, ■IVARNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWINGI jam' [��'i `�� y TC LL PSF REF CLR S u to s t wwIMPORTANTwe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 9 r rt W" q Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and r TC DL PSF DA 1 E IO�OL�AA follow the latest edition of BCSI (Building Component Safety Information, by TPI and SECA) for safety , ,�_� _ __ practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Alik Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ' .- BC DL PSF noWG BRCLBai,� 1Q14 ---- .,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Q 9/20 ..`. ....--� _..._ . 1 `-'gg shall have bradng installed per BCSI sections B3, B7 or BIO,ns applicable. Apply plates to each face .�p7y�-�(+�f BC LL PSF of truss and position as shown abov¢ ¢nd on the Joint D¢tails, unless not¢d otherwise. o39G.7/ 19" i Refer to drawings 160A-Z for Standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be esponsible for any deviation from y O TOT, LD, PSF AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, litb •n,20,19 Installation & bracing of trusse OI D "N A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional L engineering responsibility solely for the design shown. The suitability and use of this drawing BUR, FAC, for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect, 13389 MO 63045 For more information see this Job's general notes page and these web sites Renews 6/30/2017 SPACING Earth City,MO 63045 ALPINE! www.alpineitw.com; TPL www.tpinst.org; SBCA; www.sbcindustry.org; ICC' www,lccsafe.org F d ..-_...__.___... . Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or; 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, 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 XX Bracing Group Species and Grades; 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 Group AI #1 / #2 4' 7' 7' 10' 8' 1' 9' 3" 9' 7' 11' 0' 11' 5' 14' 0' 14' 0" 14' 0' 14' 0" Spruce-Pine-Fir Hem-Fir S �#1 / #2 Standard #2 Stud lJ #3 4' 4' 7' 2'" 7' 8' 9' 1' 9' S" 10' 10' 11' 4' 14' 0" 14' 0" 14' 0' 14' 0' #3 Stud #3 Standard 0 _F Stud 4' 4° 7' 2" 7' 7` 9' 1` 9' 5' 10' 10' 11' 4" 14' 0' _ 14' 0' 14' 0' 14' 0' Standard 4' 4' 6' 2" 6' 7" 8' 2" 8' 9' 10' 10' 11' 4' 12' 10" 13' 9" 14' 0' 14' 0' Douglas Fir-Larch Southern Pineeww QJ #1 4' 10' 7' 11° 8' 2" 9' 4" 9' 8° 11' 1" 11' 6' 14' 0' 14' 0" 14' 0° 14' 0' #3 #3 a 5 D #2 4' 7' 7' 10' 8' 1" 9' 3" 9' 7" 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0" Stud Standard _ Stud Standard #3 4' 6' 6' 6' 6' 11' 8' 7" 9' 2' 10' 11' 11' 4" 13' 6' 14' 0" 14' 0' 14' 0" d Stud 4' 6" 6' 6' 6' ll" 8' 7' 9' 2° 10' 11' 11' 4' 13' 6" 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9° 6' 1' 7' 7" 8' 2' 10' 4' 11' 1' 11' 11' 12' 10" 14' 0' 14' 0' Group Bi _U 5 #1 / #2 5' 3" 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0" 14' 0' Hem-Fir F #3 5' 0' 8' 10' 9' 3" 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0" 14' 0' 14' 0' #1 & Btr c U —F Stud 5' 0' 8' 9' 9' 2' 10' 5" 10' 10° 12' 5" 12' 11' 14' 0' 14' 0' 14' 0' 14' 0° #1 cu oF Standard 5' 0' 7' 6' 8' 0" 10' 1' 10' 9' 12' 5' 12' 11" 14' 0' 14' 0' 14' 0' 14' 0" - — Doug las Fir-Larch Southern Pinewwx > S� #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1° 12' 8" 13' 2' 14' 0' 14' 0" 14' 0' 14' 0' #1 #1 #2 5' 3' 8' 11" 9' 3° 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' _ 14' 0" 14' 0' 14' 0° #2 #2 #3 5' 1" 7' 11' 8' 5' 10' 6' 10' 11" 12' 6' 13' 0' 14' 0' 14' 0' 14' 0` 14' 0' Stud 5' 0' 7' 11' 8' S° 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). ,**For ix4 So. Pine use only Industrial 55 or Standard 5' 0" 7' 0' 7' 5' 9' 4' 10' 0" 12' 5° 12' 11' 14' 0' 14' 0" 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 0 S #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1" 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. F #3 5' 6' 9' 8" — 10' 1` 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Gable Truss Detail Notes: l_D U — F Stud 5' 6" 9' 8' 10' 1' 11' 6' 11' 11' 13' 8" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240, Standard 5' 6' 8' 8° 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0'0 � — - _ Provide uplift connections for 70 Of over x S #1 6' 0' 10' 0" 10' 4" 11' 9' 12' 2" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0° continuous bearing (5 psf IC Dead Load), #2 5' 9° 9' 10' 10' 2" 11' 7' 12' 1" 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" Gable end supports - - pports load from 4' 0' outlookers > #3 5' 8' 9' 2" 9' 9" 11' 6" 12' 0" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. �, DFL Stud 5' 8' 9' 2° 9' 9' 11' 6" 12' 0' 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' ___Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6'_ 13' 8' 14' 0° 14' 0' 14' 0' 14' 0' 14' 0" About y� Attach `L" braces with 10d (0.128"x3.0' min) nails. �� ------- ''' -- ASymmboutj�---- -------------.._— ----- OGable Truss 31( For (1) 'L' brace, space nails at 2' o.c, in 18' end zones and 4' o.c. between zones, Diagonal brace options **For (2) `L' braces space nails at 3' o,c. vertical length may be in 18' end zones and 6' o,c, between zones. doubled when diagonal 18" 'L' bracing must be a minimum of 80% of web brace is used. Connect member length. diagonal brace for 385# "L° .L at each end. Max web Brace Gable Vertical Plate Sizes 110 total length is 14'. Vertical Length No Splice 2e4 DF-d #2 or Less than 4' 0' 1X4 or 2X3 better diagonal '� Ill,. Greater than 4' 0', but2X4 Verticnt length shown brace; single18" less than 11' 6'in table above, or double cutI + Greater than 11' 6' 3X 1.1 45° (asshown) atL + + Refer to common truss design for upper end. l T1 IJ I peak, splice, and heel plates. `YWM ontinuous BearingRefer to the Desi ner for conditions Connect diagonnt ntP Q Building 9 midpoint of vertical web. Refer to chart above for m ' 1i� gth,w*WARNINGnot addressed by this detail, ■wINPORTANT”FURNISH TH se SEDRAY AD IN TOLOW ALLALL CONTTRRACTORS INCLUDING THE INSTALLERS. 49 %, REF ASCE7-10-GAB12030 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 19575 7r, DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions, Installers shalt provide temporary bracing per SCSI. • Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord 4011111 a, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG A12030ENC101014 (((��� (� shall have bracing Installed per BCSI sections 83, B7 or 810, as applicable. Apply plates 'to each face I ' /� LI 0-I I\\ I I I I of truss and position as shown above and on the Joint Details, unless noted otherwise. / L �lll \�V71 I I Refer to drawings 160A-U for standard plate positions. OREGON AN ITW COMPANY Alpine, a division of ITN 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, 29/1 7 MAX, TOT, LD, 60 PSF installation & bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sent. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. ALPINE, www.alpineltw.comi TPI' www.tpinst.org; SBCA' www.sbcindustry.orgi ICG www.iccsafe.org Renews 6130/2017 MAX, SPACING 24,0" Gabe De Laid _ For Let-in Verticals Gable Truss Plate Sizes About © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 1' +®Refer to Engineered truss design for peak, splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates111111 P to span the web. 1°I° 1 Gable© al © Exam le: 2X4 ih ....._ tYP1lor. 2X4 / 2X8 i,.„ 'T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member ii, 1 © © Toe-Halt - 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 l0d 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: X lOd Common (0.148"x3",min) Toenails at 4' o.c, plus Web Length Increase w/ "T" Brace X 4 Nolle X (4) toenails in the top and bottom chords, g 'T' Reinf. "T" •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 413015051014, 412015051014, A11015051014, 410015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails 413030051014, 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' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30% = 1,30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 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 4 Nails X Ceiling ,1P_e/p�{P.�ROP6. wwWARNINGIww READ AND FOLLOW ALL NATES ON THIS DRAWING! "�' v wSINPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 41 1".... REE LET-IN VERT 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 r , DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. . Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord414104- ---.., �' P. DRWG GBLLETIN1014 --= .n., shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,/-�', ��_j1 p I , shall have bracing installed per SCSI sections B3, B7 or 910, as applicable, Apply plates to each face 0 9/20 -_-___ __________,____,_ z' I (uI !J \\�II I of truss and position as shown above and on the Joint Details, unless noted otherwise. i L I Refer to drawings 160A-Z for standard plate positions. 0 0359 J 9N AN ITW COMPANY Alpine, a division of /TW Building Components Group Inc. shall not be responsible for any deviation from J r this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, '9 �qfN .jp ��90 Installation ,4 bracing of trus=s /Q N� MAX, TOT, LD, 60 PSE A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional O1.D fes!" engineering responsibility solely for -the design shown. The suitability and use of this drawing ♦� DUR, FAC, ANY 13389 Lakefront Olivefor any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2, Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renews 8130/2017 ALPINE, www.aipineltw.com; TPI, www.tpinst.orgi SBCA, www.sbcindustry.org; ICC, www.iccsafe.org MAX, SPACING 24,0" - ASCE 7-10i 120 mDh, 30' Nean -eight, Closeo, Exoosure C Common Resioential Gaole Eno Wino Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0.128" x 3", min.) nails @ 6" o,c, I 11 • Y 2X4 Blocking ♦. nailed to 41 45° sheathing and 24' Max each truss (Tyr)) : \ —..-v H iiiI& 2X4 DF-L #2 H/2 ../ . or better diagonal brace. 111 Attach each end X 4 for 560#, IlltllIllibllbk._: E - 1 k - - - 1011 ■ ■ ■ ■ ontinuous Bearing / / — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0123" X 3", min,) nails, ¢EO PROFFS e>«WARNINGIrw READ AND FOLLOW ALL NOTES ON THIS DRAWING! C71 N F 970 REI' GE WHALER ■*IMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. c F41 A Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer to and 19575 7.. 9 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety , r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. /f Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord DRWG GABRST101014 m, shall hove a property attached rigid ceiling, Locations shown for permanent lateral restraint of webs IN Il I shall have bracing installed per BCSI sections 83, B7 or Bio,as applicable. Apply plates to each face j �� , i I 0 I Imo\ I I i of truss and position as shown above and on the Joint Details, unless noted otherwise. 0 9/20 7 J ��\.11 1 , Refer to drawings 160A-Z for standard plate positions. Off 50974 a division of ITW Building Components Group Inc. shall not be responsible for any deviation from OJ�'5T AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusse 9R "on.20,10% 6.1' MAX. TOT, LD, 60 PSF A seat on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing OC 1 W.t 13389 Lakefront Drivefor any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec,2, Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE www.alpineitw,com; TPI. www,tpinst,org; SBCA; www.sbcindustry,org; ICC, www.ccsafe.org Renews&S01201 7 MAX, SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wlnd Speed, 15' Mean Height, Enclosed, Exposure B, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L" Brace C (2) 2x4 'L" Brace ** (1) 2x6 °L" Brace x (2) 2x6 'L' Brace Ce Bracing Group Species and Grades: 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 Group A: #1 / #2 4' 10' 8' 2" _8' 6' 9' 8" 10' 1' 11' 6' 12' 0' 14' 0' 14' 0° - 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir } ) P #1 / #2 Standard #2 Stud - I #3 4' 7" 7' 9' 8' 3' 9' 7" 9' 11' 11' 5' 11' 10' 14' 0" 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard U `r Stud 4' 7` 7' 8' 8' 2' 9' 7' 9' 11' 11' 5" 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' 0 r Standard 4' 7' 6' 7' 7' 0" 8' 10' 9' S" 11' 5' 11' 10'- 13' 10' 14' 0' _ 14' 0' 14' 0' Douglas Fir-Larch Southern PIneeww C #1 5' 0' 8' 4" 8' 7' 9' 10' 10' 2" 11' 8" 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 Sp #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1° 11' 6" 12' 0" 14' 0' 14' 0` 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 8' 7' 0' 7' 5° 9' 3' 9' 11" 11' 5" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' cu L Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11' 14' 0° 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9" 11' 1" 11' 10' 12' 10' 13' 9" 14' 0' _ 14' 0' Group B: U #1 / #2 5' 6' 9' 5" 9' 9' 11' 1' 11' 6" 13' 2' 13' 9' 14' 0° 14' 0' 14' 0' 14' 0' Hem-Fir #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' _ 14' 0' 14' 0' 14' 0' 14' 0° #1 & Btr L U —F Stud 5' 3° 9' 3" 9' 7' 10' 11' 11' 4" 13' 0' 13' 7° 14' 0' 14' 0° 14' 0° 14' 0' #1 Cu O Standard 5' 3' 8' 1" 8' 7' 10' 10" 11' 4' - 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineeee #1 5' 9" 9' 6' 9' 10" 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' IIIIIIIIMIIIIIIIIII #1 S' #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6° 13' 2' 13' 9° 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 10 11' 0° 11' 5" 13' 1" 13' 8' 14' 0' 14' 0° 14' 0' 14' 0' I� Stud 5' 5" 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shalt be SRB (Stress-Rated Board). r--I DFL L •CeFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3" 7' 6' 8' 0" 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' _ 14' 0' _ 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 0 S #1 / #2 6' 1' 10' 4' 10' 8" 12' 2' 12' 8' 13' 2' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' values ma be used with these .rades, #3 5' 90 10' 2' 10' 7" 12' 0' 12' 6' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: J U —F Stud 5' 9" 10' 2' 10' 7" 12' 0' 12' 6" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. 0 _._5' 9" 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' _ 14' 0' 14' 0' 14' 0' _ 14' 0" 14' 0' Provide uplift connections for 35 plf over x #1 6' 4" 10' 6° 10' 10' 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load), of SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports toad from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12" plywood overhang. c--a DFL Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9" 8' 8' 9' 3' 11' 7" 12' 5" _14' 0" 14' 0" 14' 0' 14' 0' 14' 0° 14' 0' -------- --- --- ------- -- -- --- Syron y� About rt_ ----- ------ --------- ---- Attach 'L" braces with SOd (0.128"x3.0' min) nails. ' ` )If For (1) 'L" brace: space nails at 2' o.c. Gable Truss '�� ©.` in 18' end zones and 4° o.c. between zones, ** L' �� For (2) ' braces space nails at 3' o.c. Diagonal brace option: C■ T T in 18' end zones and 6' o,c. between zones, vertical length may be ■ I a doubled when diagonal 18" NE i °L' bracing must be a minimum of 80/. of web is used. Connect L r� © member length, diagonal brace for 335# "L" — at each end, Max web Brace it Gable Vertical Plate Sizes total length is 14'. L---------__ 91E3I( Vertical Length No Splice I54DL *20r Less than 4' 0' 1X4 or 2X3 better diagonal '� Greater than 4' 0', but 2X4 Vertical length shown brace) single 18, less than 11' 6' or double cut * + Greater than 11' 6' 3X In table above. 45° (as shown) at �f�� L_n�1 -0-1-71D �� © n I •- Refer to common truss design for co 1 upper end. ll ll o- ll l [I 0 Ill LJ 0 0 peak, splice, and heel plates. �/ / / / /ontinuous Bearing / Refer to the Building Designer for conditions Connect diagonal at br 1013- 101A-tt not addressed by this detail. midpoint of vertical web, Refer to chart above for r1s b e er't 4,ength, wwWARNINGIw+ll READ AND FOLLOW ALL NOTES ON THIS DRAWING' Ir4G.INt. ,OZ REF ASCE7-10-GAB12015 wwIMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 1g57rJ follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety 17 DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. 1, Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,� /� IFI IN t� i shall have bracing Installed per BCSt sections B3, 67 or HIO, ns applicable. Apply plates to each face //i i �)-I I\\ I I i of truss and position as shown above and on the Joint De tolls, unless noted otherwise. 0 9 20 7 L I L� IIJI \��JI I I Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from w O.�Q �°QN J this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, (I7 JJ 1 Installation & bracing of trusses. ��v+q 20,le- �, !MAX, TOT. LD, 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsbillty solely for the design shown The suitability and use of this drawing Oj o w. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. w Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. MAX. SPACING 24,0" ALPINE: www.alpineitw.coml TPI, www.tpinst.orgi SBCA: www.sbcindustry.orgi ICC: www.iccsafe.org Re.ee,a ANAn'M17 A X - ID - rale De ally Hip Frame BG W4X4, Min. r� 24" Common Typ _` Trusses W1,5X3 Typ. �� — .s �c • ► ��® 0 o ® •N Stepped Hip •moo 0 0 0 o r �. System Trusses 2x4 Chords ' 2x4 Purlins . o 0 o p o o a :. I End Jacks 141 Hip Setback , l 111111. - ���. Pitched and Sheathed Chord Area ...All : : 1 : : 1 : Hip Frame .... _______ B , Bottom Chord W3X4, Min, o- Attach hip frame to Flat chords of stepped hips at all overlapping points with 2-10d (0,142"x3") W3X4, Min, Hip Frame, 'R' common nails. Bottom chord off hip frame to be attached to #1 hip with 10d common (0,148"x3") �-%nails @ 6" o,c, maximum spacing, Hip frame stops at plumb cut of 'Ill Hip Frame opo jacks to maintain pitch continuity. S e C 1 I on B - * Hip frame lumber is SPF, So, Pine, HF, ill or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. ' 00117. R' Hip frame chords may be trimmed up to 2" to fit. - - - - - purlins must be intact and property attached, Setback ..1.. Stepped Hip System Trusses 1 Use this detail for; ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To his e purlins, ,kev PROFS r ■I.WRNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0s. itkG 1 N,4� O4_ REF HIP FRAME ■.IINPtRTANTani FURNISH THIS DRAWING Ti]ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme core In fabricating. handling, shipping, Installing and bracing. Refer to and 19.575 y' ---- follow the latest edition of BCSt (Building Component Safety Information, by TPI and SBCA) for safety rDATE 10/01/14 practices prior to performing these functions. Installers shalt provide temporary bracing per BCSI. f Unless noted otherwise, topchord shall hove -----G properly attached structural sheathing and bottom chord -�--- -:a„Kij ,,, shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs �i 'yyr DRWG HIPFRAME1014 LI I , shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face ////I��� l of truss and position as shown above and on the Joint Details, unless noted otherwise. 0 9/20 L�L �- Refer to drawings 360A-Z for standard plate positions. 0 Alpine, a division of ITW Building Components GroupInc, shall not be responsible for anydeviation from AN 1TW COMPANY this drawing, any failure to build the truss in conormance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusse9,6 °n.20,1W 6'r A seat on this drawing or cover page listing tills drawing,indicates acceptance of professional 01 engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2, Earth City,MO 63045 For more information see this Job's general notes page and these web sites ALPINE: www.alpineltw.com; TPL www.tpinst.org; SBCA' www.sbcindustry.org; ICD www,lccsafe,org Renews 6i80/2017