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Plans (50) - 2, ro $ --., S\, :) \ \-(L1- .RECEIVED DEC • 6 2017 CITY OF TIGARD BUILDING DIVISION I 63' 46' I 12' i 1-a' k I-4 I 9'6" 346" s 4, J4 i ; -r- -—Tr tve 1 (pi 0 2 F-3 2: ..-L-“,.. 0 D41S:...v ,..,.........mg....,1.11.•,1.11,110111011L I 110116 MO 16.01.,11611\.N..WS,.41016.4 01•110 I It 41 'M 2 '..Sji I ,' I I lin x X2 .2 ,g ....2,p_...,_ . • • CJ1's 's I 05 .T.:): —-n 1 sj2: u - -.4 XI .... > NSJ311 ': i . 1M/ : t7G-3.I il I 6 1 ' 27 IL '')Iz"- ___- ...../K A,‘,..k.,`•10NN s.,. (,) \ 4 FG1 A /M _ -4. N G i ..,.......g -7- , Ca A2 se-^ • \-- /1 \ P '44------ F,.° , CAPS _ A5A 0 —' r') 71------4'' 1LGT12-1 • IF4116213 A\ AAA 0) di ra X '''' .."'". AL, Ihk. A2A -..- rn 4 1. Z N FG2 AlA \ ........., , N I n1 ' ••••••i '‘ ., AA Z , . ,'''s HUS26: . 1 I I :,,, G I 4,s.13., '*. MUS* 1 - § 1 -.I '' 1 , 02 M k 1 ' MUS26 i \ .,...,rn .. LGT2 Ts k' ._... - ,,. ,s N,,,P. , Ni ', C2 ---. I ' E !I ... 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Z -9 Z Designed by:IKE ISAKSON PT P.M. al a•46,-a,*.. 0 0) P ....=-:-.=...:74..... 11.•*621764;;671.6” Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W6C7175Z1130131750 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) t1)PROA- Engineeringso$ware: Alpine proprietary truss analysis software. Version 16.01. .00' i1'S Truss Design Loads: Roof - 42 PSF 6 1.15 Duration O.5 14G I N l-F �O Floor - N/A a 83294PE' Q 29 Wind - 120 MPH (ASCE 7-10-Closed) /". Notes: 1. Deternination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of l4 `ticyt4,soA m record, as defined in ANSI/TP1 1. *494?II Tar.` 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R '--k ":!20198 Details: BRCLBSUB-HIPFRAME-12030EC1-GBLLETIN-GABRST10-12015EC1-P811510-P616010- Subnitted by RTT 13:15:27 11-30-2017 Reviewer: PBC $ $ 11/30/2017 # Ref Description Drawing# Date # Ref Description Drawing# Date 1 98181--A 17333097 11/29/17 39 98219--J4 17333092 11/29/17 2 98182--A1 17333095 11/29/17 40 98220--K 17333105 11/29/17 3 98183--A2 17333087 11/29/17 41 98221--L 17333082 11/29/17 4 98184--A3 17333061 11/29/17 42 98222--X 17333087 11/29/17 5 98185--A4 17333076 11/29/17 43 98223--X1 17333063 11/29/17 6 98186--A5 17333065 11/29/17 44 98224--X2 17334015 11/30/17 7 98187--AA 17333068 11/29/17 45 98225--EJ1 17333080 11/29/17 8 98188--A1A 17333062 11/29/17 46 98226--EJ2 17333070 11/29/17 9 98189--A2A 17333060 11/29/17 47 98227--EJ3 17333069 11/29/17 10 98190--A3A 17333077 11/29/17 48 98228--SJ1 17333075 11/29/17 11 98191--A4A 17333078 11/29/17 49 98229--SJ2 17333074 11/29/17 12 98192--A5A 17333081 11/29/17 50 98230--SJ3 17333073 11/29/17 13 98193--B 17333056 11/29/17 51 98231--SJ4 17333088 11/29/17 14 98194-41 17333055 11/29/17 52 98232--CG 17333096 11/29/17 15 98195--B2 17334011 11/30/17 53 98233--CJ1 17333098 11/29/17 16 98196--C 17333057 11/29/17 54 98234--CJ2 17333100 11/29/17 17 98197--C1 17333064 11/29/17 55 98235--CJ3 17333086 11/29/17 18 98198--C2 17333079 11/29/17 56 98236--A4CAP 17333101 11/29/17 19 98199--C3 17333066 11/29/17 57 98237--A5CAP 17333102 11/29/17 20 98200--D 17333054 11/29/17 21 98201-41 17333071 11/29/17 22 98202--D2 17333104 11/29/17 23 98203--D3 17333103 11/29/17 24 98204--D4 17333089 11/29/17 25 98205--E 17333083 11/29/17 26 98206--E1 17333099 11/29/17 27 98207--E2 17333072 11/29/17 28 98208--F01 17334012 11/30/17 29 98209--FG2 17334013 11/30/17 30 98210--F03 17334014 11/30/17 31 98211-4 17333059 11/29/17 32 98212-41 17333058 11/29/17 33 98213--H 17333084 11/29/17 34 98214--H1 17333085 11/29/17 35 98215--J 17333091 11/29/17 36 98216--J1 17333094 11/29/17 37 98217--J2 17333093 11/29/17 38 98218--J3 17333090 11/29/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED 1 t : Bot chord 2x6 DF-L #2 :B2 2x4 DF-L #2: :63 2x6 DF-L SS: Webs 2x4 HF Std/Stud :W1, W4, W7 2x4 DF-L #2: Nail Schedule:0.131"x3", min. nails :W2, W5 2x4 DF-L Std/Stud: :W6, W9 2x4 HF #2: Top Chord: 1 Row ®12.00" o.c. Bot Chord: 1 Row w 9.00" o.c. 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 68 plf at -1.00 to 68 plf at 35.50 in each row to avoid splitting. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 34.50 120 mph wind, 23.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at 34.50 to 5 plf at 35.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- 422.09 lb Conc. Load at 26.61 DL=6.0 psf. BC- 917.79 lb Conc. Load at 7.95 BC- 344.01 lb Conc. Load at 10.00,12.00,14.00,15.04 Wind loads and reactions based on MWFRS. 16.50,18.50,20.50,22.50,24.50,26.50 BC- 149.42 lb Conc. Load at 28.50 Calculated horizontal deflection is 0.14" due to live load and 0.15" BC- 143.85 lb Conc. Load at 30.50 due to dead load. BC- 141.09 lb Conc. Load at 32.50 In lieu of structural panels use purlins to brace all flat TC w 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. 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. 5X7= 1.5X4III 3X5= 5X5= 7 10 r- NI ' W4 3X71O 7-2-14 3X12 W2 W• 0-7-8 Apiimi --e mommommie 0-7-8 -f ,"4:11 : W1550514 B3 1-�0 - WR �\ 4.20-3-2 1 4X5= B2 1 .5X4 III 8X10= 6X10= 3X5= 1.5X4III 1-0-0 5.89 3X7 III 5X5 B3 -o. 1„2-4-411_ 5-7-0 _ye 7-2-4 _)� 5-7-12 �< 5-9-8 ,,Ir. 3-9-12 ,,I< 4-1-8 J -2-1� 5-7-0 7-2-4 I 5-9-8 5-11-4 I . 3-8-0 4-1-8 ^1 7-11-4 -I- 18-7-8 _I_ 7-11-4 11-2-01-' 12-5-12 -I - 19-6-4 F 0-3-8 34-6-0 Over 2 Supports >� R=4097 U=710 W=5.5" R=4308 U=724 W=5.5" RL=155/-155 Design Crit: I RC2012/TPI-2007(STD) �,¢E�PROFS PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.04 N tib E `r/p OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-',118 "WARN1MDI"READ AND FOLLOW ALL NOTES ON THIS mom Z & F 825 N i Ave,Cornelius OR 97113 *.IMPORTANT." FURNISH THIS DRAWING TO ALL CeNiNACfONS INCLUDING TIE INSTALLERS. A 83294PE 1 TC LL 25.0 PSF REF R7175- 98181 41 Tru.a.requi ra a t.oma era in fahrisaring, handling. .nipping, Installing and hresing. Radar r am follow the latest edition ofrICSIe(Building Component Safety Information, by TPI and NTCA) r sefotY Practices Prier / • DL 7.0 PSF DATE 11/29/17 416164, pchord lny i has rproperly merman structural tr cturl sheathing Lamper»bo Gracing Par all have a properly attacheda, rap d ceiling. shall have properly nfornpe man ural ral re tr and bottom chord shall have a PinstalY d per BC :C DL 10.0 PSF DRW CAUSR7175 17333097 rigid calling. LocaciP.shown for permanent wnt Iacarar restraint of.aha shall nava bracing installed per Bcs1 1 1/30/2017 n tlJ. tl!ur tl1U, an nPPI ical,l e. Apply pin lea w oaa:ri teen ur Lrus mnJ Pusl Llun as nrwwri sUuva arW u E:::4 7,',:-.°:::7'.:::7;."::7°.::::7''%.,::-.:-.:: ',:-tarsi ls, nnlasa Leta°ernar.iaa. Rarer ca dra,.inga,Boa far standard pitta po.itien.. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT A���N 1 -r Alpinea di failure of ITN Bu11h1 ne torsi necon conformance Inc,shell not be ror for had ror erry ipplatien rrom this drawing,I la any sclera to build the trn.= in coop r.arca.itL ANSI/TPI ,.or for nandling. .ni shipping, W 14.zi� TOT.LD. 42.0 PSF SEQN- 266048 AN ITW COMPANY instal denied a er.cl nn er va}.a.. A meal on this drawing or cover pg.listing this drawing, 'silent.,a.meptenas of professional engineeringr �/ 8351 Rogan a Circle r bility solely Building�slg,:�r ANSI/T PI 1 Seca. and N.rthis drwlro TM.g structure the 134:4;1111.6;4'-- OUR.FAC. 1.15 FROM IKE Sacramento,CA 95828 re,me inraraw ien .�aa•s general m page art theme see ALPINE:www.alpi"eite.comtTPi'..w cpinst.o-g, gTCA: ww sbelMustry.00m. ICC: www,,cosofa,org Renewal 6/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - Al ) Top chord 2x4 HF #2 Ti: 2x4 DF-L #2: 120 mph wind, 24.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :62 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 DF-L #2 :W3, W11 2x4 HF Std/Stud: DL=6.0 psf. :W6 2x4 DF-L Std/Stud: :W8, W9, W10 2x4 HF #2: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to live load and 0.16" due to dead load. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. 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. 6X6— 1.5X4111 3X5s 5X5 0 T 1.5X4 to 1 - T W3 W8 W10 3X7 G (a) I W9 10 8-10-14 4X8 (a) W1 3X7(82) III 0-7-8 / - _ sir 0-7-8 I 9 3X5= 1-3 0 D W� _ 20-3-2 1. T H0514 T -�- 82 5X7= H0312 m, 3X5= 1.5X4 111 1-o-.....- -I J 6.27 2X4 III 1-0-0 -2-$'I` 7-7-0 7-7-0 5-2-4 I— 4-5-8 '44 5-3-4 'WIG4-3-4 9-9-8 5-8-0 .m----..rr.. 9-11-4 _I_ 14-7-8 -I- 9-11-4 22-2-811 12-5-12 -I-- 19-6-4 0-3-8 Inc 34-6-0 Over 2 Supports R=1592 U=99 W=5.5" R=1598 U=102 W=5.5" RL=189/-189 Design Crit: I RC2012/TPI-2007(STD) 4. PROF�S`S' PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01..a% N FF 0 OR/-/1/-/-/R/- Scale =.1875"/Ft. _ Truss Comp�wontIents of Oregon (503))357-1118 ••WANNINGI•• READ MID FOLLOW ALL INDIES ON THIS DRAWING! 83284PE '4; TC LL 25.0 PSF REF R7175- 98182 - 825 N 4th Ave,Cornelius OR 97113 ••IwpwrANF•• FURNISH THIS DRAWING TO ALL CONTMCTORS INCLUDING THE INSTALLERS. Trusses require extreme carr in fahrirat,no. handling, shipPinn, Installing and craning,. Rear rn And follow ' C IL 7.0 PSF DATE 11/29/17 the. latest BC t edition of S, (Building Component Safety Inrormatitf by TPI aM YTCA) for safety pr prior co p tYianfunction.. rh11 provide temporary bracing Per lper1 opchord hall have properly attached structural sheathing end � shalt have a properly attached rigid ceiling. Loauono shown for permanent lateral restraint estr .nt r webs shall have craning istano per BC s1 11/30/2017 :C DL 10.0 PS F DRW CAUSR7175 17333095 ,4 -,���0 i seLL ns WI. di ur B1U, a.applicable. APPIY plata.to each lace or Ulm. and position as show above and un t e Joist Da died, 7:7,..::7::77_,:n:07, nea..noted otM1a wise. Refer to drawings 1608-2 rnr standard plata pn.ltinna. OREGON 1C LL 0.0 PSF CA-ENG BFR/RTT Alps», a dielsi' of ITN Building Components Groep Inc.shell rot be rasponslble Por arty deviation from this drawing, any failure to build the tends in conformance with ANSI/TPI ,,or for handling, shipping. �4, `ycr 14e 20e jr TOT.LD. 42.0 PSF SEQN- 266058 AN ITW COMP4N1' installation a i bracing t of trusses. A or fila.drwlrp Sr.over pegs fisting this drawing. Irdhd.W.ml.pt.rme of prof...icn.I engineering _ responsibility solely torr the design shown. The suitability.rd use of this drawing for aro structure is the eel!Tan DUR.FAC r 1.15 FROM I KE 8351 RovaliaCircle responsibility of the Building Designer per NaI/WPI I Sse.2. Saussenlo,CA95828 For more information Sewhis job's general eaten page ave bees.ran Renewal 8/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 www..iglueitw.comTP1.ww..tpinet.nrg;NTCA:waww.sbci dustry.cm; ICC: wwww.icosafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A2 ) Top chord 2x4 HF #2 120 mph wind, 25.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W2 2x4 DF-L #2: DL=6.0 psf. :W3, W4, W14 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.13" due to live load and 0.15" design. due to dead load. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Laterally brace bottom chord above filler with purlins at 24'r 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= 1.5X410 3X5..-=- 5X5= 3X5 i ' a 3X5 0� 4X5�i I(a) 1O r- W3 W4 (a) 1 10 10-6-14 4X8 W14 41. 2 0-7-8 Az = _ ...89 W8 0-7-1 /� : W1 H0514 a 3X5= 3X5= 1-i o�'�'!_. _ p T 0-3-2 1 5X7= B2 3X10=e 3X5E 1.5X4 01 3X7(A2) III 1-0-0 1 .5X4 III 2X4 ill --i 6.27 -4 5-10-6 3-8-10 3-2-4 3-7-12 3-9-8 4-11-4 7-0-8 -2-: 6-0-2 3-6-14 3-2-4 3-9-8 3-11-4 4-9-8 7-0-8 11-11-410-7-8 _ I_ 11-11-12 oi 2-ISE -e 12-5-12 `�� 2- 19-6-12 I= 34-6-8 Over 2 Supports >1 R=1594 U=107 W=5.5" R=1527 U=94 RL=201/-210 13 Design Grit: IRC2012/TPI-2007(STD) .<< a ��OFFSS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.14% a04NrE�. �Of TORC /L 1/ 25.0 PSF Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARNIMGI•• READ AND FOLLOW!ALL NDTES ON THIS CRANING! REF R7175- 98183 825 N 4th Ave,Cornelius OR 97113 ••I •• FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. {I,�' • T require extreme car in fahrlorattinn handling, shipping, installing And bracing.s.Refer r. and follow '4- �J the latest edition of BCSI (Building C maw e t Safety Information, by TPI and YTCA) for safety practices prior C IL 7.0 PSF DATE 11/29/17 u aufrortiong these Walton,. Installersshall provide tamPoiery bracing Par BCSI. Unless no Lad u[herwrs , ,,41111,114 top chord shall have properly attaches ural sheathing and bottom chord shall have a properly attached :C DL 10.0 PSF DRW CAUSR7175 17333087 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 11/30/2017 A L.P[dN i tge Joinlorm tlD B/or-unless as applicable. e, R Pia to wing ra.n or truss and puri as shown above and un r the Joint Details, not IT Builoted other wise, Refer to drawings 160o_Z for respdardonsible plata positions. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT Alwin, a division of ITN Building the g usp necos orman Inc.shall not b1 rorp fora ble Por any ipping,on from this drawing, any failure to build the truss in conformance with AN51/TPI 1, or for nantlling, Shipping, �� 4:4Y14,24/°Q' �® TOT.LD. 42.0 PSF SEQN- 266060 ANI VVCOMRGNY irptellation a bracing of truasoe. . A.NI on this drawing or osier page hating tits drawing. Indlostaw accept.roe of professions!engineering _ O������ reeponsibil l ty dolly for trio deelgn shown. The suitability lend ass of this drawing for an structure is the *AO Tan`- DUR.FAC. 1.15 FROM I KE &1513WYpra rl,Clt responsibility or Si.Building Deelpww par ANSI/TPI I S.e.z. Sxronato,CA95828 nor more information sem this job's notes general e pogo are t mob Renewal 6/30/2018 SPACING 24.011 JREF- 1W6C7175Z11 ALPINE:xww.olpineltw,com TPI; www tpi+ .org.ITTCA:waw.sb dustry vom; ICC: wuw.rccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A3 ) Top chord 2x4 HF #2 120 mph wind, 26.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 DF-L #2: DL=6.0 psf. :W2, W3, W8, W12 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.15" due to dead load. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 1 .5X4 III 5X5= 5X5= sA •i , 3X5il: — 10 MMEIB 3X5 12-2-14 10I— W3 4X5# mwswwwwwwwwwwww 4X80 (a) W2 0-7-8 �:i iLMm.. a1 4iI W1 4X5= 1 L33-01Il �- 0 1 4-20-3-2 i T SS0514= 3X5= 5X7- I T 1 .5X4 III 3X10= 1.5X4 U1 3X7(A2) III 1-0-0 2X4 I0 ® —I 6.27 1-2-4 4-4,L 5-10-6 5-8-10 5-5-46-11-4 7-0-8 21-2-81 6-0-2 5-6-14 :1-2--ii 5-8-12 6-9-8 7-0-8 13-11-4 I 6-7-8 _I_ 13-11-12 2-2-81 " 12-5-12 sl` 19-6-12 + 0-3-8 tc 34-6-8 Over 2 Supports >1 R=1594 U=114 W=5.5" R=1527 U=100 RL=234/-243 Design Crit: I RC2012/TPI-2007(STD) Et Es)PRQFfiS PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.0` 0 G1�e. uV OR/-/1/-/-/R/- Scale =.1875"/Ft, Truss Components of Oregon (503))357-1118 eerARNIM01 ea REM)AND FOLLOW ALL NOTES ON THIS DRAWING! Al. - 825N 4th Ave,Gemellus OR 97113 ••INpORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 83294PE �' TC LL 25.0 PSF REF R7175- 98184 T require extreme care in fehricao not handling, ehhipping in telling and h aninRefer to and follow fie the latest t o„or OCSI (Building Component Safety Infermatioe bysTPT a,„l RTCA)rfo safety practices prior m4 oaei • - DL 7.0 PSF DATE 11/29/17 u performing these functions hostellers shall provide temporary bracing per BCSI. Unless ted otherwise •. - to chord shall have properly attached structural sheathing and bottom chord shall have p ly attached BC DL 1 0.0 PSF v rigid ceiling. Locations show permanent lateral restraint of blebs shall have bracing Ileo per BCS DRW CAUSR7175 17333061 applicable. Apply plates to each loos or trussern,position ,roman aW.ve and 11/30/2017 A I pe, J;fttlota'Io, 0010abanetetl etharwlee. Rata, to dranonge 16GA-Z rertandurtl plata pps ti�,s. BC LL 0.0 PSF CA-ENG BFR/RTT 11___,5-41 V Alp e, a division of ITN Builtling Components Group I c. stall rot be responsible for any devletlen from this OREGON ansting, any u trace to f ildtru the truss .n<enrerria�e with ANSI/TPI 1,or for nanmiig. shipping, rr TOT.LD. 42.0 PSF SEAN- 266028 AN fr1N COMWANY installation a bracing or traaaaa. 423 11, A O 11 on this drawing or cover page listing this dr.wlno, indication sweeten.or prom slonel engineer) LY ,28 8351 RWare Circle �pooneelbll Ittyy of"the Buil the design per ANSI/TP1suitability. aro h®s of this drawing for any structure is Um SS'Sl11Tar�.t� DUR.FAC. 1.15 FROM I KE saRanaw,eAe>azsfpr mo ion hpinst o senora page and t SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:wra.alPineitw.cantTPl .ww.tPinst.org;WTCA:'ww.abciroustrY•tan, ICCfwrnm.iccsafe.erg Renewal 6130/2093 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A4 ) Top chord 2x4 HF #2 120 mph wind, 26.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 DF-L #2: DL=6.0 psf. :W2, W3, W8, W12 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.15" due to dead load. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 1.5X4 III 5X5= 5X5= 3X5# ai —110 —f. 3X5�� 12-2-14 10 r- W3 4X50 4X80 (. a ) li likkihA.0— w2 0-7-8 /.■. lm0-7-1 I n- W1 4X5= 1-3-0�_ --- �� T SS0514= 3X5= 5X7= T — —20-3—Z 1 .5X4111 3X10= 1.5X4 III 3X7(A2) 111 1-0-0 2X4 10 —1 6.27 1-2-4 -4- 5-10-6 > 5-8-10 lam_ 5-5-4 ,i 6-11-4 7-0-8 -2-8 6-0-2 5-6-14 lir _2J1 5-8-12 6-9-8 I 7-0-8 21 (2_2_s w 13-11-4 J. 6-7-8 ,I_ 13-11-12 12-5-12 'I ' 19-6-12 0-3-8 34-6-8 Over 2 Supports >1 R=1594 U=114 W=5.5" R=1527 U=100 RL=234/-243 Design Crit: IRC2012/TPI-2007(STD) IkQo PROs PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.'" B ' ,,15. hS4> OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 ••rARNINGI"" READ AND FOLLOW ALL NOTES ON THIS AWING! Uig C - 825 N4th Ave,Comelius OR 97113 ""INAarTANT• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING TIE INSTALLERS. �G p 9 TC LL 25.D PSF REF R7175— 98185 Trusses require n r.asp a in fabricating, handling, shipping, installing And waning. Refer to and follow 83294PE the latest edition ofrSCSI r(Building Component Safety Information, byTPIand RTCA) for safety pro ices prig Sl.' - DL 7.0 PSF DATE 11/29/17 to performing these unctions. Installers shall provide temporary bracing par.DL'S!. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord avail have a properly attached BC DL 10,0 PSF DRW CAUSR7175 17333076 n A rigid ceiling. Locations sham Tor permanent lateral f webs hall have bracing installed per BC A 1�PIJ N se tions BD B/ur Big, as uppinoted other Apply Refer to Lu wing Paten truss standard rd pl to as sltuslition above and on 11/3O/2017 ' the Joint Details, unless rBuil ongeCompo Refer to drawings l no_Z for sponsibl plata any deviation e iati L BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITN Building truss Components Group Inc.shall not be for for lin an„dion from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1.or tar nandliig, shipping, 4(� ,C TOT.LD. 42.0 PSF SEQN— 266028 AN ITW CAMri4NY installation x bracing or trusses. SII yy- ,p . A essl on this drawing or cover p.gs lining this droving, IMle.tee.00.pt.ro*et professional engineering , VLY 14,201- reeporsibl l lty solely for the design shown. The.01t.el l lty fro use of this drwinm for any structure is the Seel,Tan.•A 4.0 DUs.FAC. 1.15 FROM I KE $.351 Rowse Cirde reepewiblilty of the Building Designer per AISI/IPI 1 S.c.2. 6aa>me, CA95328 fur more ion in jobs general notes Page aro those sera SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:aaa.alpineite,com t TPI:s www cpinst.org;NTC":ww.abcindustry.com; ICCs ww.lccsofe.org Renewal 8/30/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A5 ) • Top chord 2x4 HF #2 120 mph wind, 26.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 DF-L #2: DL=6.0 psf. :W2, W3, W8, W12 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on IAWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.1511 due to dead load. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24'1 OC. Laterally brace bottom chord above filler with purlins at 2411 OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 1.5X4 III 5X5:.---=. 5X5 3X5 —1 10 3X5 12-2-14 10 1— W3 4X5�i 4X8 .. (a) W2 0-7-8 MM a_ •—�" 1 =siriliFidrIPIIIIIIL 0-7-1 I I W1 4X5- 1-3-01_� _-- 1 T SS0514= 3X5= 1 - j-20-3-2 -I 6.27 5X7= 3X10= 1.5X4 III 3X7(A2) III 1-0-.....0 1 .5X4 III 2X4111 -4 5-10-6 5-8-10 1-2-4 5-5-4 6-11-4 7-0-8 • -2-: 6-0-2 5-6-14 -2_, 5-8-12 6-9-8 7-0-8 13-11-4 6-7-8 13-11-12 2-2-8 12-5-12 19-6-12 0-3-8 1� 34-6-8 Over 2 Supports R=1594 U=114 W=5.5" R=1527 U=100 RL=234/-243 Design Crit: IRC2012/TPI-2007(STD) AEU PROF& PLT TYP. 18 Gauge HS,Wave FT/RT=2%(090)/4(0) 16.01.►' p ' • `st'j OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 '•I1A�IIMOREAD Nb FOLLOW ALL NOTES ON THIS DRAWING' ,Q t TC LL 25.0 PSF REF 87175- 98186 825 N 4th Ave,Cornelius OR 97113 **IMPORTANTwa FURNISHi5H THIS DRAWING TO ALL CONIRADTORS INCLUDING THE INSTALLERS. (�O. / 83294PE requireTrusses extrema cern ,n fabricating. handling, shinning. Inst Iiind am bracing. to afallow ' _ DL 7.0 PSF DATE 11/29/17 latest edition orBC61 (Build)ng Camp Safety information, by TPI and RTCA) for safety practices prior dY-M�" to perforwing these Functions. Installers shelf provide Temporary bracing perBCSI. Unless norTed otherwise. • top chord shall have properly attached structural sheathing and bottom chore shall have a properly attached BC DL 10.o PSF rigid telling. Locations shown Tor permanent lateral restraint of webs shall have bracing Installed per BC. DRW CAUSR7175 17333065 I L e BR, B/or B10, as applicable. Apply plates to each race ur L and positn wwn roas stabove War u 11/30/20 7 Joint Details, unless noted otherwise. Refer to drawings ICOR-Z for standard plate positions. IL A� O��N the Alpine, a division of IT.Building Components Croup Inc.shall not be responsible far ate,deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing. any 6 brace to band the truss .n conformance with ANsvTPI 1,or for hanmhg. enlnPlrg. �HI� w C TOT.LD. 42.0 PSF SEQN- 266021 AN BTW COMPANY installation a bracing of Trusses. I1e //fi�tt . A.eel on this drawing or cover pap I I.tlng thin drawing, indie tes=wanton=of prefes.lan.l engineering LY 14,20 V responsibility solely ror the design sheen. The suitability end lee of this drawing for any structure is the *sell Tar a DUN.FAC. 1.15 FROM 1 KE 8351Rovaio Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2. Sx ITICAO,CA 95828 For more information goner-el job's gonael n t s pogo Otd wah s SPACING 24.0" JRE F— 1 W6C7 1 7521 1 ALPINE:eww.alpineite.com cTPI;wee cpinwt.o-g:PTCA:ewe.shcindustrr.00m; ICC:www.lccsore.org _ Renewer 5l30i.2O18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - AA ) Top chord 2x4 HF #2 :T1 2x4 HF SS: Special loads Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W3 2x4 DF-L Std/Stud: TC- From 68 plf at -1.00 to 68 plf at 7,94 :W4, W6, W9, W10 2x4 HF #2: :W8 2x4 DF-L #2: TC- From 68 plf at 7.94 to 68 plf at 15.94 :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 2.000' :Lt Wedge 2x8 DF-L #2: TC- From 68 plf at 15.94 to 68 plf at 21.50 ,, TC- From 68 plf at 21.50 to 68 plf at 34.54 ( ) 1 plate(s) require special positioning. Refer to scaled plate plot BC- From 5 plf at -1.00 to 5 plf at 0.00 details for special positioning requirements. BC- From 10 plf at 0.00 to 10 plf at 8.00 BC- From 20 plf at 8.00 to 20 plf at 34.54 120 mph wind, 26.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 422.09 lb Conc. Load at 7.89 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- 141.09 lb Conc. Load at 2.00 psf. BC- 143.85 lb Conc. Load at 4.00 BC- 149.42 lb Conc. Load at 6.00 Wind loads and reactions based on MWFRS. BC- 2031.79 lb Conc. Load at 8.00 (a) Continuous lateral restraint equally spaced on member. 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. 5X7(R) III 6X8 10 1 5X7= 3X5= 01>Nhihih,103)(5, T3X5i ,T151 11-10-8 7-3-1 1Or0i8 1-1/ ill B2R' 20-3-2 T 6X10(B12R) 8X8= 3X5= 3X5= 6X8= 1.5X4 NI 4X12(**) III 1.5X4 III 5X5 1.11_4-11-8.5):1911 4-1-8,, -9-l2J 4-0-014-0-0., 5-6-12 'Ic 6-6-0 '�` 6-6-8 I�4-1-8 -9-1 4-0-0-1-4-0-0-1- 5-6-12 6-6-0 6-6-8 1 1_ 7-11-4 ,I. 8-0-0 ,I.5-6-12-1. 13-0-8 �c 34-6-8 Over 2 Supports R=3812 U=434 W=5.5" R=2117 U=217 EO PROF PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) qk.� FS'S,% FT/RT=2%(0%)/4(0) 16.01.. % $4 N FF O OR/-/1/-/-/R/- Scale =.125"/Ft. Truss Components of Oregon (503)357-1118 ••WARNINGI••REM AMD FOLLOW ALL NOTES ON THIS IRWIlGI fy . 83294PE 41 �9 TC LL 25.0 PSF REF R7175- 98187_ 825 N 4th Ave,Cornelius OR 97113 ••IWrORTANP• FURNISH THIS DRAWUD DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. M T require extrema BCSI re In nghC , handling,i, Mratloo installing and)rause et p to are Follow K ,,.rte'" C IL 7.0 PSF DATE 11/29/17 the latest edition of emare(Building fa Component Safety InYshippi by TPI and.TCA) for safety practices Arlo w p 'f- - rg Lhn.-,. lLric Lr urn. Ya veil II PruviJn lnrMsu' Y b rg par'IA;SI Un leas nn LnJ uLivr'wi nes - , top chord hall have properly attached t ral sheathing and bottom hard shall have a properly attached ) 1 T :C DL 10.0 PSF rigid ling. Locations shown r permanent lateral restrain f webs hall have bracing installed per BCSI 11/30/201DRW CAUSR7175 17333068 A r. PO N E the Joint Details, ur unless an noted other Apply pia Len drawings rs,nM1 Ilan u, for ant rd Liur as above nnW un All ha Joint GdiviI nnleen nates uComponents o po Rarer to Inc.isha l1no_Z for standard plate npositions.victOREGON :C LL 0.0 PSF CA-ENG BFR/RTT Alpine a division of ITN 1tBuilding t uss i nen s Groan Incsnail not be responsible had for any deviation from this 1$ drawing, any failure to build the truss In conformance with ANSI/TPI 7, or for handling, shipping, /� `ZLY 14,2646 �� TOT.LD. 42.0 PSF SEQN- 266014 AN ITIN COMR4NY fnstailati end braci�oT mnaeee. . A.eel on this arming er cover pap°listing this drawing, Indicate acceptance or protwlonel engineering s responsibility ty solelytbuilding Oar �eDe ieffi'ig Designer per ANSIsuitability i`eSc i eA11 use or this drawing her any structure I.the salt Tao DUR.FAC. 'I.15 FROM I KE 835112mma arde sacamnBlo,CA9ss28 ma inTaraw inn a Renewal8/30/2018 ea b SPACING 24.0" JREF- 1W6C7175Z11 ee ALPINE:w .alpiieitw.comtTPl ip'ggeneral no a pogo ane these we erg; KfCA:www.a bcintlustry.com; ICC swww.iccsore.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A1A ) Top chord 2x4 HF #2 120 mph wind, 26.09 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 DL=6.0 psf. :W1, W10, W11, W12 2x4 HF Std/Stud: :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. 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-- A X5=is 7- 10 f- 5X:=---- 6X8 -i 10 - ;j, 1 .5X4111111111 �O 11-10-8 8-10-1401111\kilik 10 I— \\liiik W1°1111111111111111:::(::2M 4X5(R) III 0-7-8 _L #01101 .. i'amiftwoommommisimin:r +20-3-2 14)-1 , 3X7(B4)(R) III 4X8= 5X5= 11 .1 3-6-12 6-6-0 6-6-8 ( 5-8-0 9-11 14 4-3-4 4-0-0 T 4-0-0 T 3-6-12 - 6-6-0 T 6-6-8 9-11-4 8-0-0 3-6-12 13-0-8 I< 34-6-8 Over 2 Supports R=1592 U=117 W=5.5" R=1529 U=97 RL=224/-232 Note: All Plates Are 3X5 Except As Shown.Design Crit: 1RC2012/TPI-2007(STD) .e; '. PROF�sk, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04% $4 N FkA O. OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 "WARNINGI" READ AIA FORM ALL NOTES ON THIS DRAWINGI "l r 825.N 4.111 Ave,Cornelius OR 97113 "IWPORTANT"+ FURNISH THIS DAIINIec To ALL CONTRACTORS INOWDINB THE INSTALLERS. 83294PE TC LL 25.0 PSF REF R7175- 98188 Trims require extrema ems care In fahrlcateng, handling, snipping, installing And brar'.eng. Refer to end follow _ DATE 11/29/17 the latest edition ofBC91 (Building Component Safety Information, by TPI and VTCA) for safety practices prior C IL -r/ .0 PSF a performing°arseortr nm. Installers snail pruaide temPararY broom /Par BCSI. Unless noted o,ha m,w. to chard shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 10.0 PSF DRW CAUSR7175 17333062 A rigid ceiling, Locations shown for Permanent lateral restraint of webs shall have bracing installed per SCSI 11/30/2017 ■��0 N the ions Ba, ., a, ,,sl as applicable. .. R ferplates towing race ur Lau tand rds plate as slam.,oe alxsvw and on ' tAl Joint Details, sof IT oBuil otherwise. tares up drawshe 16 not fares standard plate nyshriati OREGON :C LL 0.0 PSF CA-ENG BFR/RTT Alpena,a division of ITN Building Components Group Inc,Ix. shall ret be responsible bee for any ippietion from this drawl ng, any failure to build the truss In conformance with ANSI/TPI ,,or for handling. shipping, /- ''&Y14,20'a t� TOT.LD. 42.0 PSF SEQN- 26601 2 AN ffW COMHANY i nsca l l ani on a br.ci ng or trcesos• v A...I on this arming or aos.r peen listing tills drawing, Indlastes aaesn ptss of profseslensl engineering responsibility solely for the design shown. The suitability and w S of this drawing Tar any structure is the Seel!Tan , DUR.FAC. 1.15 FRONT I KE 8351 RovareCirde responsibility or the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 lar more information see hes jab's general s page are Rhona nae Renewal 8/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE;waw.alpineitie.com c TPI wwa.tpi not.org;"UGC:arm.abcinduntry.com; ICC:wd.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A2A ) 1 Top chord 2x4 HF #2 120 mph wind, 26.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 1 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 DL=6.0 psf. :W1, W11, W12, W13 2x4 HF Std/Stud: :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC a 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. 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= 6X8s5 5X5= 1O �►_ - T � 10 e, 10-6-14 11-10-8 10 I- 4X5(R) III 0-7-8 _ W13 I T �'' - - Allill".1.0 0_3_2 1-�0-1 3X7(B4)(R) III 1 .5X4 III 4X8= 5X5= 1.1 d 1-6-12 7-0-04-11-4 >I< 4-0-0 34c 4-0-0 < 6-6-0 >Ic 6-6-8 7-0-0 4-11-4 4-0-0 4-0-0 � 6-6-0 6-6-8 I_ 11-11-4 _I_ 8-0-0 _1_g__ 13-0-8 .,I Fc 34-6-8 Over 2 Supports R=1592 U=115 W=5.5" R=1529 U=98 RL=223/-231 Note: All Plates Are 3X5 Except As Shown. fp PRO Design Crit: IRC2012/TPI-2007(STD) .4�.� FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.. i - ONE' ,n 'C OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �(,f r Z 825N4&Ave,Cornelius OR971)13 ••IMPORTANT•• FURNISH THIS DIMMING TO ALL CCiNIRACTORS INCLUDING TIE INSTALLERS. i 83294PE '� TC LL 'Sc.0 PSF REF R7175- 98189 T require extreme care In film• 1, handling, ehf PPing. installing and bracing. Refer to and follow �/"'" the latest edition or BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior Yr IL 7.0 PSF [LO p ng these run Lian,. Irmtallnrs,hall p d mPnrtry brocind par KCS1. Unless.wted otherwise. DATE 11/29/17 op - d heli have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 1 0.0 PSF v rigid iling. Locations shown for permanent lateral restraint of webs shall nave bracing installed SCSI DRW CAUSR7175 17333060 A 1�P0 N inn tlD B/u,Bigunless ae applicable. e. R obits wing lawn for and positionlate it ishowntion above ealW on 11/30/2017 the Joint Details, sofas n tad otherwise. Refer to Inc. hadrawings 160A_Z a forstandardplata posltiiati OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ibN build thBuilding Comtruss in Group n IIx. ,nail not be responsible lir any deviation from this drawing, any failaci to build teatrees In conformance with . 1.Tp1 ,,or far Handling, shipping, t `t'L14 zoo 0 TOT.LD. 42.0 PSF SEQN- 26601 0 AN ITU COMR4NY installation a bracing or trusses. A seal on this droving or eey.r pap.listing till.drawing. IMlo.t...ewptanwe of pref,l..Ion.I engineering ,S 8351 Rovana Circle responsibility oflethe Building inns e esignerigm rpper AIISI�i4hS.c 2 End w of this drawing for any structure the $eHi Tao DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 more information sa ajob's general notes pogo and='capo� Renewal 6/30/2016 SPACING 24.0" JREF— 1W6C7175211A.PINE:www.alPiHeltw.com. TPIwawtplrst.org; tFfCA:wawiloiWastry. es ICC: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A3A ) Top chord 2x4 HF #2 120 mph wind, 26.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC 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. 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. 5X7 as 5X7 iiir :i T 11 � 10 3X5�i 3X5@ 12-2-14 10 0-7-8 0-7-1 3X7(84)(R) Ill 1.5X4 III 3X5= 3X7= 1.5X4 NI 3X7(A2) III �1 3X5= I< 7-0-0 >1< 6-11-4 4` 6-7-8 >.I< 6-11-4 3.1•C 7-0-8 13-11-4 6-7-8 13-11-12 1 34-6-8 Over 2 Supports >+ R=1597 U=115 W=5.5" R=1523 U=101 RL=234/-244 �tO PROp Design Crit: 1RC2012/TPI-2007(STD) ,��G SS PLT TYP. Wave FT/RT=296(096)/4(0) 16.0144 I 049NE i0 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 "IARNINGI`•READ AND FOU(ALL NOTES ON THIS DRAWING! " 6(. 825N4.hAve,Cornelius OR97113 "IMPORTANT"" FURNISH THIS DRAWING To ALL CDNTRACTORs INCLImIND TIE INSTALLERS. W 83294PE 7 TC LL 25.0 PSF REF 87175— 98190 Trusses require extrema SCS rre in fahriratinn, handling, shipping, installing and brani't Rarer to and followDATE 11/29/17 tel latest edition orBCSI (Buildirg Component Safety Information, by TPI and YTCA) for safety practices prior4,0./."' I L 7.0 PSF u per-Cur-ming these ruocti ns. Installers shall provide temporary bracing par SCSI. urthesxnnoted otherwise, 0411111114, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches DRW CAUSR7175 17333077 A rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BGS/ 11/30/2017 :C DL 10.0 PSF �L��� r . .writ..BJ, B/or SW, as applicable. Apply plates to each race of trussand pox....as shuw^above and un the Dint Dataila, ...:77.7.7%°:77_::':::77'7.7„:505 :70:::=P',...77.7:7:::..-Z OREGON BC LL 0,0 PSF CA—ENG BFR/RTT Alpine, a diwlslon rwt bfrom this drawl g. any failure to build the trema in conformance withANSI/TPI ,,or for handling, shipping, 1$541/1-Y 14,zoo' �� TOT.LD. 42.0 PSF SEQN— 265922 page AN ITWCOMPANY installation&bracing of trusses. . A...l on this dr.wln9 or cower plistingthis drawing, indie.t...optNno.of prof...Ien,I engineering responsibility solely for the design shown. The suitability end us.of this dr.wlrg faroefair any structure I.the $@�t •Tar• DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle responsibility of th.Building Dlpw.r per ANSI/TPI I s.o.2. Sacramerdo,Ca95828 For morelnforma ion his job's ws •s general es page and these Rob x ALPINE:eww.al pl ne ltw.com iw TPI: .w .tpin .erg; MTGA:wbci ndustry.com; IGC: eaw.iccso fe.org Renewal 8/30/2018 SPACING 24.0" JREF— 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A4A ) Top chord 2x4 HF #2 120 mph wind, 26.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #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. 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. 5X7 Es 5X7 a --110• 3X5�i 3X5o� 12-2-14 10 r 0-7-8 0-7-1 / ' — .. — 0-3-2 . 3X7(84)(R) III 1 .5X4 001 3X5 3X7= 1.5X4 N! 3X7(A2) Ill Li 3X5= 7-0-0 >i.c 6-11-4 >I‹ 6-7-8 >lc 6-11-4 ›-Fc 7-0-8--31 13-11-4 .I, 6-7-8 —I, 13-11-12 34-6-8 Over 2 Supports a) R=1597 U=115 W=5.5" R=1523 U=101 RL=234/-244 Design Crit: IRC2012/TPI-2007(STD) i' PROFFSS, PLT TYP. Wave FT/RT=296(090)/4(0) 16.01.' • I,43 Peek, �i OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DIMING! q/ TC LL 25.0 PSF 825 Not Ave,Cornelius OR 97113 "IMPORTANT. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INE INSTALLERS. ;!l/ 83294PE It• REF R7175- 98191 Trussed require extreme re in fabricating, hotdlorl. ,hippinn, installing and h er n". Refer to and follow /'� the latest editionoofBCSlr(Building Comp«,ent Safety Information, by TP1 and RTCA)nfor safety practices prior / DL 7.0 PSF DATE 11/29/17 Lo ver rurmlrt�Lhasa rura:Lrana. troy calls a shall pr av,da Lamparabrarig per IA;11. Un lana tWled attach�ve, ddlilb top chord shall have Properly a taches structural sheathing and bottom chord shall have a properly attached :C DL 1 0.0 PSF rigid ceiling, Locations show r permenant lateral restraint of webs shall have bracing installed per BCSI DRW CAUSR7175 17333078 a B3, Br WU, as applicable. ApPIY pleLea to...to face or Lr.gs and pusiLian as shown above and a„ 11/30/2017 LAI I^ I 7,,J,--t..::::7;:77;.177:::---70=.7, ,,J,-nt Decal la. anle.e noted:tyro se, Ra.r to drawings,6OA.zTpr-canard plata pps�tlona. OREGON BC LL 0.0 PSF CA—ENG BFR/RTT �=1 IL—r ' V rapia y failure ar ITR Bna truss inacon Oman I with A l /Tt or for Man ran Ons dpping,an from this drawing, any rallure to bulla the traaa.n conformance with AN51/TPI ,.or for Handling. shipping, 13 „Liy 14 26>� C TOT.LD. 42.0 PSF SEQN- 265925 AN ITW COMPANY Instal l oti on a brad ng or trusses. • A cal on this drawing or cover page listing this dr..lrg, indicates ao..ptan a of prof...lo,.I engineering �i/s the 8351 Rovana CYrcte :::�biIIcy of"the a ldlleR D. loner;Kr INSI/TPIteel to_aro ....tale drawing for any structure I.the atoll Tan DUR.FAC. 1.15 FROM I KE SacrNnento,C?.95828 roc,earn inrornmion is fob's general notes page arca t wen ALPINE:rrew.alpineltw.com,tTPI S wwt.tpinst.orgl DTCA:, ,sbeindustry Com: ICCfww,iccsafe,org Renewal 6/3012018 SPACING 24.0" JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A5A ) Top chord 2x4 HF #2 120 mph wind, 26.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #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. In lieu of structural panels use purlins to brace all flat TC 0 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. 5X7---= 5X7 irT � 10 3X5 i 3X5 0� 12-2-14 10 0-7-8 0-7-1 /.' .. _ VP 0-3-2 I 3X7(64)(R) 111 1.5X4 NI 3X5= 3X7= 1.5X4 III 3X7(A2) III f l � 3X5ms 1 7-0-0 'I< 6-11-4 >1.< 6-7-8 >1 : 6-11-4 'i.c 7-0-83.4 L.. 13-11-4 _I, 6-7-8 _I, 13-11-12 - I 34-6-8 Over 2 Supports R=1597 U=115 W=5.5" R=1523 U=101 RL=234/-244 Design Crit: I RC2012/TPI—2007(STD) �G0Ei7 PRO/e�Ss, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.•A S 4,C3SNek. 'p OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Com onents of Oregon (503)357=1118 a•WARNINGI Ye READ Mb FOLLOW ALL NOTES ON THIS ORNJNOI 4' p 8 ( I' ••IMPORTANT'. FURNISH THIS DRAWING TO ALL caNm ToRs INCLUDING THE INSTALLERS. (t/ 83294PE 9 TC LL 25.0 PSF REF R7175— 98192 825 N 4th Ave,Cornelius OR 97 13 ft , _ Trusses s „Ira extreme ams Be in fabricating. Safety Information,in, in WIllnd Rporn. Reetyep to ace (prior DL 7,0 PSF DATE 11/29/17 the latest ng uon BCSI ldlst cler..ha Se rely porbyTPIand RICA)SI for safety ted o des Prior Lc Vchord she l have function.. structurallal provide sheath ng temporary brawny per all h Unless noted atached e. top rigid shall Love properly attached for sir ural sheathing and of chord shall have a properly attached 136 gid ns iirg. Locations shown appl r e. Apply lateral o cachlrrt er webs shall have bracing install.bo per BCSI } :C DL 10.0 PSF DRW CAUSR7175 17333081 A s Ba, B/or tl1U, na applicable. Apply Vlalas to ena:h faun or Lr'ua Hurd puarLrurr ns afruw,r above arW u 11/30/2017 Ap L0)Q^ I sections Details, unless oared otherwise. Refer to drawings 160A_z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/PTT =1 II— ' V Alpine, a division of 1111 Building Components Group Inc.stall not be responsible for any deviation from this OREGON drawing, any failure to build the!rose .n ddnfnrmar,<e with ANSI/TPI 1,or for handling, snipping, `Ztv 14 sod'° TOT.LD. 42.0 PSF SEQN— 265928 AN ITW COMPANY installation&bracing or trusses. 0 . A yawl en this drawing or ewer pope listing thio drawing. indicate eooyteno.of pronawlen.l engineering 8351 Rovana Circle responsibility esssty ofthe Building the design per ANSI/TPI bili 1 i and 1 or this drawing for any structure Is the .8e/I Twin t DUR.FAC, 1.15 FROM I KE Sacramento,CA 95828 For mord informationsee s .n s a s general wpage and these web sites: ALPINE:ssw.alpineltw,comTP1mewtpiY!tong;.IDA, sebcindustry.com; ICC:wwe.lccsafe.org Renewal 613012018 SPACING 24.0" JREF— 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - B ) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 26.16 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 :W3, M6 2x4 HF #2: DL=6.0 psf. :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and 3 PSF design. cladding on one face in area (0) only, and 24" span on opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind top edge. DO NOT OVERCUT. No knots or other lumber defects allowed bracing requirements. within 12" of notches. Do not notch in overhang or heel panel. Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live load factor for dead load is 1.50. applied per IRC-12 section 301.5. + Provide lateral bracing for inset chord. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5a 0:8T ' Ill 3X7 :-- 3X510 12-0-0 -i 10 W3 3X5 i 1 iliL 0-5-8 II'. 0-711-8 = 20-3-2 _i 3X5(81) = 3X7= 3X5= 3X7= 3X5(82)(R) III (0) I- 18-4-12 "1 11 ,1 13-10-3 4-4-13 4-7-0 4-8-0 13-10-3 4-0-8 4-11-5 4-8-0 I- 8-7-15 _I.- 5-2-4 _I_ 4-0-8 0"141 5 9-3-0 ,I 27-6-0 Over 2 Supports R=200 PLF U=22 PLF W=9-5-8 R=1094 U=66 W=5.5" RL=28/-27 PLF Note: All Plates Are 1 .5X4 Except As Shown. PpEROFFDesign Crit: IRC2012/TPI-2007(STD) SsPLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0* * ©R4E / OR/-/1/-/-/R/- Scale =.1875"/Ft.. U832S4PEFTruss ComponentsofOregon (503)357-'^118 **INNING'''. READ Ave FOLLOW ALL NOTES ON IRIS DRAWING] 25.0 PSF REF 87175- 98193825N iAve,ComeliusOR97113 ...IMPORTANT'. FUNISHTHIS WGWINGTONACONTRACTORS INCLAINO1TEINSTALLERS. (V TC LL the t t:d renoewI a InahCmp %`j,"".="7,'-,,,=';`;;";,: nmemrgn.r ';`;;gby TallHrpmp at,nraoaRnep<nane npnl.wr `r 0.0"" DL 7,0 PSF DATE 11/29/17 to P ng these IrThens. Installers11 ptovide temporary Per WS! neral otherwise, topchord shall have properly attached structural sheathing and bottom Chord shall have a properly attached rigid ceiling, Locations nwn for permanent lateral restraint b call have bracing Installed per BCSI • :C DL 10.0 PSF DRW CAUSR7175 17333056_ s Ba. Br ar B10, a applicable. APPIY platen to each 'sue o Lra and posltrvn as stases above end un 11/30/2017 theJoint Details, unlessnotedotherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT II /q _���N Alpine, a division of ITN Building r.pone s Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any failure to build the truss ;n conformance wh to ANSI/TPI ,,or for handling. shipping, 13 T?Ity A4,24it, 0 TOT.LD. 42.0 PSF SEQN- 266083 AN ITW COMPANY lnatallat a bract vet of tdsthe A seal on this drawing or cover page listing this drawing, Indln.t.0 soeaptaner of prof salami engineering 8351 Ruvana Circle responsibility. solely lig»"m.: ,NUIfTPI I�2.." "•'•this drawing or.�,structure 1e the s°OH Tan OUR.FAC. 1.15 FROM I KE Sactamento,CA95S28 For more information at,this job's general no page and t ,,sobaltos, ALPINE, w.alpineits.com,TPI w+w.tpir .erg;BMA, vww.sbcindostry m; ICC:,wwww.icasafe.org Renewal 6130120T8 SPACING 24.011 JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - B1 ) Top chord 2x4 HF #2 120 mph wind, 26.16 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 :W2, W3 2x4 HF #2: DL=6.0 psf. :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. 4X5(R) III ii T 2 \iO /A \ 1.5X4 o 12-0-0 0-5-8 0-7-8 .. T 0-3-2 1 3X5(B1) = 3X5- 3X5= 3X5= 3X5(82)(R) III 1, 9-0-0 18-6-0 >I1 ') f I` 6-9-0 9-2-12 _I_ _I�7-1-3 I_ 9-2-14 7-1-3 'I- 9_0_66-6-10 6-6-10 L 13-10-3 J. 13-7-13 r 27-6-0 Over 3 Supports )1 R=506 U=24 W=5.5" R=908 U=80 W=5.5" RL=236/-226 R=1128 U=113 W=5.5" Design Crit: I RC2012/TPI-2007(STD) '"PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..4 • s/ �� {�QVF�, OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503))357-!118 •'WAf61IINGlo+ SAD AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,ComeliusOg97113 ••IlroxrAxr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 1(/ 83294PE . TC LL 25.0 PSF REF R7175- 98194_ T eq„ <ra In fahrl n handling, snippl liinq Anti bracing. Refer n, Follow Q.e �' DL 7.0 PSF DATE 11/29/17 the I edition BCSI (Building Component Safety Information, by TPI and■TCA) for safety practices u P forming ha I functions. Installersnen shall provide ng and Y bracing per liCall h e a pr hu Lel,perry to herwise. . 014111164 . Cop hod lull have properly shown atintnpe Gal sheathing and bottom Mrd shall have a Properly attach). :C DL 10.0 PSF //��//y���''nfI �' •�� rigid ceiling. L l ani ror permanent enteral restraint r b Hall have bracing installed p Bcsl 11/30/2017DRW CAUSR7175 17333055 1_,Pel N 1 the n BJ, ai unless n atel,other. e. R plafer inn to rang , for ant rdnplate ev elem...on nLuve end�n the Joint Details, nnleaa,area ottsr.iaA Refer to to pion esoe et true.ant pond plain at. a BC LL 0.0 PSF CA—ENG BFR/RTT Alpine, a division of ITN Building components Group Inc. shall not be responsible for any deviation from this OREGON draring, any failure to build the trT s in conformance with ANSI/TPI 1,or for handling, shipping, AN rFWCAMRCNY icoraIIetion A bra<ing or tru.n<a, �" .114.0'14,26� ✓C TOT.LD. 42.0 PSF SEQN— 266070 . A reel on thls drawing or oev.r p.p.listing this ermine, Indict.acceptance of professional engineeringres ys `� 8351 RDY811BC Circle rmpmeeIbl lit of'tthe Buildifor ng Dslpner per ANSI�It1BII .2 end w of this drawing for.,o,atrueture is the '4$r�Tar*:` DUR.FAC. 1.15 FROM 1KE Sar+NBtN0.CA95828 for mora information sec this Job's gpWT A ro pngo erwy oom wcb a oc g Renewal 6/3012018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:ww.al pl neii.,com; TPI'.ww,tpinsi.org; dTCA:ww..sbcirMustr ICC, wm ssfe.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - 82) Top chord 2x4 HF #2 Bot chord 2x8 DF-L #2 2 COMPLETE TRUSSES REQUIRED I Z 2 Webs 2x4 DF-L #2 Nail Schedule:0.131"x3", min. nails :W1, W2, W8, W9 2x4 DF-L Std/Stud: Top Chord: 1 Row 012.00" c.c. :Rt Wedge 2x4 HF Std/Stud: Bot Chord: 2 Rows 0 4.00" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting_ TC- From 68 plf at 0.00 to 68 plf at 13.85 4" o.c. spacing of nails perpendicular and parallel to TC- From 68 plf at 13.85 to 68 plf at 27.44 grain required in area over bearings greater than 4" BC- From 10 plf at 0.00 to 10 plf at 9.08 BC- From 10 plf at 9.38 to 10 plf at 27.44 Negative reaction(s) of -1283# MAX. (See below) Requires uplift PLB- 1526.53 lb Conc. Load at ( 1.50,20.30), (3.50,20.30), (5.50,20.30) connection. (7.50,20.30) PLB- 1523.50 lb Conc. Load at ( 9.50,20.30), (11.50,20.30), Truss transfers a maximum horizontal load of (13.50.20.30) PLB- 1528.73 lb Conc. Load at (15.50,20.30), (17.50,20.30) 1700 it ( 61.96 plf ) along top chord, from either PLB- 2117.08 lb Conc. Load at (19.43,20.30) direction, to supports where indicated. Diaphragm and PLB- 1175.45 lb Conc. Load at (21.50,20.30), (23.50,20.30), connections are to be designed by Engineer of Record. (25.50,20.30) Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1700 61.96 TC 0.00 27.44 120 mph wind, 26.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 1700 BC 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. 4X5 E 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. ,, T Drag loads applied to wind load cases parallel to truss. 4X12 Wind loads and reactions based on MFRS. 6X8 Oj 10 4X8% 4X5 12-0-0 10 r- 0-5-8 0-8-2 I_ IMO I' �1i1 i i + 1 4_20-3-2 1 3X5(A1)= H0312 II H1010- 8X10= 4X12(R) M3X1011♦ 6X8(88R) lc 9-0-0 I 18-5-4 --5-0-0 >I< 4-3-8 -4-6-11 .1< 4-6-11 >I< 4-3-8 >I< 4-8-14-e' I, 13-10-3 ,I_ 13-7-1 -I • i'c 27-5-4 Over 3 Supports R=2685 U=969 W=5.5" R=6107 U=1283 W=4.75" RL=1695/-1695 R=12854 U=1097 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 49 ¢R��FSS, PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 16.01.04 N FF �0 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503))357-1118 "WARN ING1 a• NEM AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE 825 N4th Ave,Cornelius OR97113 "' TAm"' FURNISH THIS DRAINING m ALL CONTRACTORS INCLUDING TIE INSTALLERS. �f1/ /' r TC LL 25.0 PSF REF R7175- 98195 T require w f.r wBu In Pabr handling, or...Ming, installing a bar nil. Refersafety f"ar., (prior C I L 7.0 PSF DATE 11/30/17 the I edition of a....(Building ng Comp t Safely Information, by TPI and ng andWTCA)brPor sa rely practices follow Co perrceming those rum:L, ns. Instelisis provide temper cry brecing Per NCS!. Unlessnoted otherwise. op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 1 0.O PSF O riga iling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1/30/2017 DRW CAUSR7175 17334011 A�P0 N(� se.L ons tlD N/u,NIU, as appinoted other e. Refer pia Lao drawing la6e Lou anJ r silate as ition .wve arN un the dint Oxtails, nntass IT.wuil atnarwlpon tGto drawings l not a responsibl plata pos;tiiati OREGON :C LL 0,0 PSF CA-ENG PBC/RTT r drawinAlpineg, a division of build ld thing Components Group Inc. shall not be responsible for.bre Por any deviation from this A tlnstall, any failure to f cru the cruse in conformance with ANSI/TPI 1,or for handling, shipping, `4Y 14,VIIP 0 TOT.LD. 42.0 PSF SEQN- 26 7406 AN 1T'W CAMR4NY installation a bracing of vnsuw. . A seal on this drawing or cover pops rioting this drawing, indlsstss acceptant.of professions..ngliwerinp rwsporrsibillty solely for the design shown. The suitability srW ese of this drawing for sty structure Is the *Sell Tan- DUR.FAC. 1.15 FROM I KE 53$I Rgvala Circle responsibility or the Building Designer per N61/TPI 1 S.e.2. Sacramento,Ca9s82s more u a information an resnt a gonotes pages. these awhsites,zRenewal 6/3012018 SPACING 24.0" JREF- 1W6C7175Z11 wwwalpinestw.com; TPI www[pi.$ ,erg, MITCA:ww.sbctndustry.aam; ICC: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - C ) Top chord 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, W6 2x4 HF #2: TC- From 68 plf at -1.00 to 68 plf at 7.94 :Lt Wedge 2x6 HF #2: :Rt Wedge 2x6 HF #2: TC- From 34 plf at 7.94 to 34 plf at 19.06 TC- From 68 plf at 19.06 to 68 plf at 28.00 120 mph wind, 23.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.00 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 27.00 DL=6.0 psf. BC- From 5 plf at 27.00 to 5 plf at 28.00 TC- 422.09 lb Conc. Load at 7.89,19.11 Wind loads and reactions based on MWFRS. BC- 141.09 lb Conc. Load at 2.00,25.00 BC- 143.85 lb Conc. Load at 4.00,23.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 149.42 lb Conc. Load at 6.00,21.00 BC- 344.01 lb Conc. Load at 8.00,10.00,12.00,13.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live 15.00,17.00,19.00 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. 4X8= 1 .5X4 III 4X8 WI 0 T 3X5# 3X5 W4 10 r W6 -7 1O 7-2-14 0-7-8 0-7-8 011 11 WI M NI WI T / 1.5X4 III 5X5= 5X5 a 5X7= 4X5= 1.5X4 III T 20-3-2 6X8(B8R) % 6X8(B8R) L1 r J L1 ...1 --4-1-8 3-9-12 3.1,c 5-6-12 >4.( 5-6-12 -.I.0 3-9-12 >c 4-1-8-Di 1_ 7-11-4 -I- 11-1-8 _I_ 7-11-4 _I 1 27-0-0 Over 2 Supports >+ R=3007 U=571 W=5.5" R=2994 U=567 W=5.5" Design Crit: I RC2012/TP I-2007(STD) 0(,F•�O PRO�� Ott PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.11d% Oeleg.eg. �O, OR/-/1/-/-/R/- Scale =.25"/Ft. ••IIARNIMGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING' 83294PE REF R7175- 98196 Truss N4thAve, omelius (97113 -,118TC LL 25.0 PSF 829 N 4th Ave,COmelius OR 97113 "IHIORTMIi'"" FURNISH THIS DRAWING 7D ALL CONTRACTORS INOLIAI NO 71E INSTALLERS. T require extrema oars in rahrinatinp handling. shipping, ming who Craning. Refer t one follow the 1 edition of BCSI (Building Component Safety Informt by TPI and WTCA) for safety practices s prior C IL 7.0 PSF DATE 11/29/17 w„-Yurming Lhwaw runcLions. Installars snail efuvidn Lempmer-y braving par BCSI. Unless nrw Ledcu Llierwrsw, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 7 ;C DL 10.0 PSF DRW CAUSR7175 17333057 Aa rigid ceiling. Locations shown Yor permanent lateral estraint or rebs shall have bracing installed per BCSI 11/30/2017 A E1 N i sheL onsJin BJ, ai or Blgunless as applic able. Apply pia Les to each lave uF fm- and purilate as an above and on the feint Retails, moles rested at to w n. Refer to Inc.drawingshe iGOA_Z foresponsibl plata positions. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT Alpine, a y vision of ITIR build thBuilding Components Group Inc. shell not be responsible for arty deviation from this 11 drawing, ion failure to f tri the truss in conformance with ANSI/TPI ,,or for nantlliig. shipping, I4 ‘110.14,201 (® TOT.LD. 42.0 PSF SEQN- 265952 AN ITW C:oAAp4NY installation A bracing of trw.aea. . A...l on this drawing or waver Page'listing this drawing, indicates acceptance of prohslon.l.nginaaring responsibility solely for the assign shown. The suitability end roe of this drawing for any structure is the een Tao', DUR.FAC, 1.15 FROM I KE MI Rovana Circle reopens'DI lity or the Building Designer per ANSI/TPI 1 S.c.2. SaaaDxNo,CA 95828 For m information his job's general r a page and them won Renewal 6/3W2018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:ww.al pii eitv.com cTPl s www.tp it e.org;MTCA:anon,sbcl nd,ntr y.uom, ICCfwww.iecsa Ys.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - Cl ) Top chord 2x4 HF #2 120 mph wind, 24.61 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, W5 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 a 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. 4X5(R) III 5X5= C 1.5X4 1 .5X4 8-10-14 10 I— -i10 W1 W5 0-7-8 0-7-8 III ow 20_3_ 3X5= 3X5= 3X7= T 3X7(84)(R) III 3X7(A2) II Li ,..1 Li ,J 5-8-0 _A- 9-11-4 -8-0I_9-11-4 4-3-4 >I.e 7-1-8 7-1-8 4( 4-3-4 _1_ 9-11-4 5-8-0 i, 9-11-4 ,I. 7-1-8 ,I_ 9-11-4 ,1 Inc 27-0-0 Over 2 Supports R=1264 U=104 W=5.5" R=1264 U=104 W=5.5" RL=186/-186 Design Crit: IRC2012/TPI-2007(STD) 4'. PRUF4ss, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.sa'b ed N E' % OR/—/1/—/—/R/— Scale =.25"/Ft. Truss Components of Oregon (503))357-1118 YeWARNINGI1a READ AND FOLLOV ALL NOTES ON THIS DRAWINGI j(1 83294PE TC LL 25.0 PSF 825N4thAve,ComeliusOR97113 ..INFO+Taxrr' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175— 98197 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to'and follow — the latest edition of SCSI (Building nsComponent Safety Infornwtion, by TPI and RTCA) for safety practices prior 0,..---- C IL 7.0 PSF DATE 11/29/17 u server-ming these functions. Installers shall Prov:..temporary bracing per acyl. Unlnss noted otherwise. 011111164 Yop chord shall have properly attached structural sheathing end bottom chord shall have a properly a:taches t f rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installedper BCSI 11/30/2017 :C DL 10.0 PSF DRW CAUSR7175 17333064 ,4��� 1 sec Lions B/or IOU, asndappllcable. Apply plates to each race Cr�t u and position as shown above and un the pint Datalie, amass tad atherw;ep: Rarer to drawings,boA_2 fore::: lard plata Poeiticne. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT Alwin, a yif i lur of IbN lddl usspinecon organ In w. hhell rho rorpforl bis for any ripping,on from this 1. tlnt soy fairacire to rbTru the truss In conformance with ANSI/TPI 1.or for handling. shipping, "t'LV 14,g0t{e t� TOT.LD. 42.0 PSF SEQN— 265956 AN rrW COMR4NY installation a bracing or trusses. . Awl on this dreaming or power pegs listing this drawing, Indicate..wptarw.of prof eelorsl engineering 3 responsibility solely for the ensign shown. The suitability and law of this drawing for any structure is the $e►f Tan�- DUR.FAC. 1.15 FROM I KE 8351 Roane Clyde responsibility or the Building Designer per ANSI/TPI 1 Ssc.2. Sacramento,CA 95828 Tor mora information soo his job's general es pogo and= web Renewal 813012018 SPACING 24.0" JREF— 1W6C7175Z11 ALPINE wrw.alpineitw.com TPI werw.ipin .erg: If TCA:waw.abcindustry ryes; ICC;www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - C2 ) Top chord 2x4 HF #2 120 mph wind, 25.86 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 Stub Wedge 2x6 HF #2::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 a 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. 4X5= 4X5= tplimmomminal 3X5# 3X5 10-6-14 10 (— -i 10 A 0-7-8 0'8"2 � ) = ■■ �k 0-3-2 TT 4X8(G1) III 1.5X4 III 3X7= 3X5= 1.5X41(1 3X7(A2) III • 3X5 6-11-4 >14e 4-11-4 3.1.c 3-1-8 >Ia 4-11-4 >lc 7-0-0 >I 11-10-8 J, 3-1-8 J_ 11-11-4 -,J Ic 26-11-4 Over 2 Supports >1 R=1187 U=97 W=4.75" R=1189 U=97 W=5.5" RL=184/-185 Design Crit: IRC2012/TPI-2007(STD) OtO PROFSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..A • �► (3SN OR/-/1/-/-/R/- Scale =.25"/Ft. This*Components of Oregon (503)357-!118 .9INHIN12201.. READ AND FOLLOW ALL NOTES ON IRIS DRANILCI " �/ TC LL 25.0 PSF 825N4th Ave,CorneliusOR97113 •'INAORTANT" FlAMISRTHIS DRAWING TDALL CONTRACTORS INCLUDING THE INSTALLERS. /� 83294PE REF R7175- 98198 Trusses require extreme re In Tahrinecing, handling, snipping, installing arm h ar'nl• Refer to and follow ti. the latest edition orSCSI r(Buildirg Component Safety Information, by TPI and gTCA)rfor safety practices prior I DL 7.0 PSF DATE 11/29/17 u pet-naming these illa:tr rs. Irmtellers shell provide tepawrarY bracing Per BCS1. Unless noted utherwrse, Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached — riga ceiling, Locations shown for permanent lateral restraint of webs.hall have bracing installed r BCS' :C DL 10.0 PSF DRW CAUSR7175 17333079 ,a . . s B3. Bi or Bm, as applicable. Apply plans w each race or lass and position as shown,above and on 11/30/2017 (I o1Q N ghat ;nt Detai le. "nle,a nptad pig Coayo. Refer to draw,nga,BgA-Z Tpr standard plate paaitiena. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT /�1��—1J Alpine, a y failure ai lur of ITN build th ng Components Croup Inc. shall n t be fforible Por a ty ippietlon Trom this drawing, any A braes to r-crosses. the truss in conformance with ANSI/TPI ,. or for handling. shipping. `Zen 14,204' TOT.LD. 42.0 PSF SEQN- 265950 AN ITN/COMPANY irrstail.ciam a bract ng or trassos. . A meal on this drawing or comer page listing this drawing. Indicates acceptance of professional engineering 8351 Rrnzna Circle responsibility lib solely for design Designer ANSI/TPI S.a.2.ro .e of 1s droving f .ro structure *sell Tan-t DUR.FAC. 1.15 FROM I KE Saaalnenig CA 95828 for mare information his job's general notes Page and those web site, ALPINE:www.elpinertw.com tTPI fwuv.tPinst.org; WTCA: www.abcdndustry.com; ICC: ne,rccsofe.org Renewal 6/30/2018 SPACING 24.0" JREF- 1 W6C7 1 7521 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - C3 ) Top chord 2x4 HF #2 120 mph wind, 26.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W4 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 (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= a 7- -i -i 3X5110I 11-10-8 10 r 3X5(R) III 0-8-2 ' —' 20-3-2 III 1-0T-1 4X8(G1) III 1.5X4 III 3X5= 4X5= 1.5X4 III 3X7 6-11-4 6-6-0 6-6-0 6-6-8 6-11-4 6-6-0 6-6-0 6-6-8 13-5-4 13-0-8 Ie 26-5-12 Over 2 Supports >I R=1161 U=99 R=1175 U=101 RL=208/-205 CEO PROp Design Crit: IRC2012/TPI-2007(STD) e S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..0 I GSN E . `s"0 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 *MANN IAIGI as READ AND FOLLOW ALL NOTES ON THIS DRAWING! v 825 N4th Ave,Comelius OR 97113 ••INFORTANr'• FURNISH THIS DRAWING TO ALL=TRACTORS INCLUDING THE INSTALLERS, g32ggpir ? TC LL 25.0 PSF REF R7175- 98199 _ Trusses editioiro aof ems corm In fakir n ry a lid,Information, shipping, n and and bracing. Rera and fallow ..../. DL 7.0 PSF DATE 11/29/17 the latest edition of BCS! (Building infa Component Safety p,ov Informpi by TPI d RTCSI r safety pr to nada prior toperforming d thosefhav I prop lr1 techel lerm structshall psheite Lsheathing Y t ry dor all Unless y achedotherwise. - — rog chord shall have properly an for pd i ral restr and bottomchord shall nage a properly installed peri BC C DL 1 0,0 PSF *, rig-d II nae LtocM ohs.norm for par t lac el restrain r e nail have bracingt,abo Per Bcsl DRW CAUSR7175 17333066 a Be, Bi�,Btu, as applicable. Apply plates w earl I.eel Lisaat,w>iL,un as arwwr�above WW an 11/30/2017 Othe Joint Details, unless noted otherwise. Refer to drawings 160A-2 forstandardplate positions, ,4���N Alpine, a division of ITN Bending Components Groep Inc. shall not be responsible for a,y deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANV installation A bracing of treeaas. �0r14,200° 0e TOT.LD. 42.0 PSF SEQN- 265947 . Awl on this drawing or rover pogo listing this drawing, Indicate*acceptance of professional engineering Nr ring responsibility solely for the design shown. The this drawing The suitability end Lae for any structure is the V8Q11 Tar DUR.FAC. 1.15 FROM I KE 8351 ROvaILT(Stele responsibility of the Building Designer par ANSI/Tei I Sae.2. Saaamemo,Ca95828 for more information this jobs gennrei , s pogo and these sob altos, T ALPINE:www.nlpiitcoTP1: ww.tpin t,org;NTCA:wam.ebcirdustry.com; ICC: wes.iccsefe,org Renewal 8/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - D ) 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::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Right cantilever is exposed to wind design. Truss designed to support 1-0-0 top chord outlookers and cladding load See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord bracing requirements. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Do not notch in overhang or heel panel. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Shim all supports to solid bearing. for dead load is 1.50. 4X5--- %i ill ■ 110 illHI 5-10-0 10 1--- .010 l'il ill : ' 4X8(R) M 0-7-8 .1011410, �• 0810-1-2 3X7(G1) %\ 3X7(G1) II I.r. 6-3-0 J_ 6-3-0 ,J ...c6-3-0 + 6-3-0 6-3-0 I' 6-3-0 12-6-0 Over Continuous Support a R=103 PLF U=19 PLF W=12-0-8 RL=9/-10 PLF Note: All Plates Are 1.5X4 Except As Shown, iso PROFF Design Crit: IRC2012/TPI-2007(STD) �G S PLT TYP. Wave FT/RT=2%(096)/4(0) 16,01.0* B z 1QSTV, , `re0 OR/-/l/-/-/R/- REF Scale =.3125"/Ft. .3 25"98200 Truss Components of Oregon (503)357-1118 WARNINGI`• NEAR AND FOLLfNI ALL NOTES ON THIS glWlNcl 825 N 4th Ave,Cornelius OR 97113 w'INPDRTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF ditto a f aim Y n " handling,a, a,, installing And h ar ns. Refer And follow it ,..„,....- the DL 7.0 PSF DATE 11/29/17 1 L edition of SCSI (Buildingfa Component Safety Information,shippiby TPI na NRCA)rani h.safety Ref erect ods prior u P r ha these (prop - i -Lel! ren a 11 pr wile ng and -Y b chord gaper all h e I - Lay attachedn. - - - rig d shall have pons rlyshown has rat shelateral restraint and shall have have properly d per :C DL 1 0.0 PSF n a Yig a i' ur H1 ona wh e. t lateral beach in r b heli neve bra _on t nbo per dCsI 11/30/2017 DRW CAUSR7175 17333054 A ILPO N the ra WA,Details, ur unless as noted other e. R fer plates Lu wing lave or tr•ufor and position on shame]above and un the pint Details, r lass h d otherwise. Refer drawings lAOA-2 for standar"plata positions. BC LL 0.0 PSF CA-ENG BFR/RTT Aiwing, a y division of ibu Building truss Group Inc.shat{ not be for for than for any deviation from this OREGON drawing, any failure to butts the tr as in pa rmp a with ANSI/TPI o for handling, shipping, �► 0 TOT.LD. 42.0 PSF SEQN- 265988 AN ITW COMPANY imetal lotion a bracing of trusses. C1' qr2� A esal on this drawing op Cover peg.I{.ting this drawing, indicates.oeept.nce Sr profeeslanai engineering res 8351 Rrnana Circle responsibility ooff'ely for theBuilding Dedessigner par ANSI/TPI I Ssuitability 'of this drawing r aro.traatare i.the S$Q J J ran•.� DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 war more information soo this hut,s general notes page and t wen s. ALPINE:www.alpineitw.com;TN, e.w Ypinst,org; rTCA:www.sbcinduatry on,wICC:sites, Renewal 6/30!2018 SPACING 24.0" JRE F- 1 W6C7 1 7521 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - D1 ) 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. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= WI %1 10 6X6= 5-10-0 10 7 3X5. 71 44l4 —t- 0-7-8 j�� I 7 r1� 0-10-9 , 1.5X4 III 1$- —� 4X8(G1) ' 11-0-9I 6-3-0 5-8-8 ,aC 6-3-0 'I� 5-8-8 6-3-0 5-8-8 c 11-11-8 Over 2 Supports R=615 W=5.5" R=551 RL=97/-103 Design Crit: IRC2012/TPI-2007(STD) Eo PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'Re lw `seSj OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 awWARNtNGiww READ AND fOLLBr'ALL NOTES ON THIS DRONING! N�' ex. TC LL 25.0 PSF 825 N4th Ave,Cornelius OR97 13 ••I T '• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 'f'a• 4, 'r y REF 87175- 98201 Trusses require extrema a in rahrInating. handling, shipping, installing braying. Rwrwr to and fnlrnw W 88294PE 7 the latest editionofBCSIf(Building Component Safety Information, by TPI and UTCA) for safety practices prior 0,,,. 4 DL 7.0 PSF DATE 11/29/17 u pa,lu,mrng hose rLnctruns. Installer..hall provide temporary bracing per.!SCSI, Unless no Led otherwise. ori top mord shall have properly attached et Ural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF rAllihbv rigid cei lr g. Locations Shown Tor permanent lateral restraint of ween shall have bracing installed per Be DRW CAUSR7175 17333071 p a BJ, B/ur 010, as applicable. ApPly platen to each lace ur truss arta positron ad shown above and LAI 11/�O/2017 II-- p1�^ i t`o n<Da la, anlaaa noted ntnar.iaa. Ra.®r to dra.inga,6DA-Z.nr standard platin positigna. L BC LL 0.0 PSF CA-ENG BFR/RTT ,4 1—"" I V Alp a, a m ieipn dr ITr Bdllding cppwdnanta cin p I . avail �t a raapnnaihla a d®eiatinn from this OREGON drawing, any conformance Baird the truss is cdnfnrmaca with ANSI/TPI ,,or far noodling, shipping. t+ TOT.LD. 42.0 PSF SEQN— 265994 AN ITW r.AMA4NY ;^scall®cion c bracing of traawoa. 10 r seal ilnq �to reser � drawing, indwo ' v�°;:.'t414,204b erlisting' etya 'rrorowt„ : he hBuilding 't OUR.FAC. 1.15 FROM I KE 8351 xovanaO de *sell Tao Sarame1oCA95828 ray Tarp information 'this job's genoral r a page and to sobs SPACING 24.0" JREF— 1W6C7175Z11 C7175Z11ALPINE:www.aipineltw.comfTPI wwwipinat.org;NCA,mww.sbcrndustry.com; ICC www.iccsafe.org Ramurai RIgN'J)?1II THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - D2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 1 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 a 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 L/240 total load. Creep increase factor for dead load is 1.50. • 4X1210 1 .5X4 III 11 6-3-3 • 10 4X5(8) III • 7 • 0-7-8 010 7 ��1 l8:: /_: 3X5 4X8(G1) ' Li-o-o 7-0-0 ,I_ 4-11-8 6-3-0 I_ 5-8-8 7-0-0 .J., 4-11-8 6-3-0 �I— 5-8-8 11-11-8 Over 2 Supports R=623 W=5.5" R=543 U=14 RL=110/-56 Design Crit: IRC2012/TPI-2007(STD) e0 PROp. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'5 if aiN OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-!118 ••�IIRNINGI•• READ AND FOLLOW ALL NOTES ow THIS DRAWING! NG E. TC LL 25.0 PSF 825 N 4th Ave,Gemellus OR 97113 "I +T""R' FURNISH THIS DRAWING TO""CONTRACTORS INCLUDING THE INSTALLERS. Al 83294PE 9 REF 87175- 98202 Trusses require extreme ofBCS .(Bo in ngnC mpo-eg Safety Information,, oio, IyRTPI land WTCA) land or,p. wry p t. ace (prior r, n1 DL 7.0 PSF DATE 11/29/17 the latest equire Bei intng fn Compose t handly shiiin ) n.safety t ds prior 14.u parrurming these ''unctions. Installers stall provide temporary bracing Per RCS!.foUnless hated otherwise, eddlhh top chord shall have properly attached structural sheathing anti bottom choral shall have a properly Lathed rigid ceiling. Locations shown for permanent's lateral restraint of webs shall new bracing installed per BC BC DL 10.0 PSF DRW CAUSR7175 17333104 o t,ans Ba. Bl B,n, as applicable. Apply Plates w each rasa ar truss and position as stRis above and o 1 1/30/201 7 f_, 0 h I te.,he Joint Details, unless noted otherwise. Refer to drawings 160A-p for standard plate positions. " BC LL 0.0 PSF CA—ENG BFR/RTT /�=1I r' I �I Alpine, a division of ITR Building Components croup Inc. shall not be responsible for am deviation from this OREGON drawing, any a brace to r ildcrosses.the Lipa, in tanferman a with ANSI Tp! 1,or for Handling. shipping. t► TOT.LD. 42.0 PSF SEQN- 265996 AN IPA,CAMW+NY Inatal lat+on a bracing of trusses. •ill. . A...i on this drawing or cover Pape listing this drawing, Itdisetee..septan.e of prod awlonal engineering IP �J 14,20 db �aw"p"p.�iei i icryir orlate wl Building DeDthe wlNpner AlL4vsuitability riims.c 2.m use of this drawing for any structure 1:the `sSell Tar•` DUR.FAC. 1.15 FROM IKE 8351 Rousts,CYrtle . Saerooeldo,CA95828 ran mono informationfvww is Job's general notes page and t cansod sites: _ SPACING 24.0" JREF— 1W6C7175211ALPINE,emw.alpineltw.comTPltpinst.org; WTCA,www.abclydustry ; ICC , w.iocsofe.org Qane,slaaNanot THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - D3 ) 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 8, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4 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 L/240 total load. Creep increase factor for dead load is 1.50. 4X12 1.5X4 III Irm . . 1 .5X4 III II 7-11-3 10 %h 6X6 7 44:0-7-8 6' 18= =7C t 3X5' 4X8(G1) 0\ 1-0-0 -ey 66-3_00 )44 2-9-0 5 lg-8 2-11-8 < 9-0-0 I_ 2-11-8 6-3-0 I 5-8-8 11-11-8 Over 2 Supports > R=623 W=5.5" R=543 U=27 RL=138/-66 Design Crit: IRC2012/TPI-2007(STD) Eo PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x! If Sj OR/-/1/-/-/R/- Scale =.3125"/Ft. _ Truss Components of Oregon (503)357-1118 wwGRNINGI ww READ AND FOLLOW ALL NO7E5 ON THIS DRAWING! 825 N 4th Ave,Comelius OR 97 in wwIMPORTMm• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �N ��iQ O2� TC LL 25.0 PSF REF R7175- 98203 Trusses require extrema re in fahricnting, hardline,, shinning, installing and h nr.ing. Refer to Ann Follow 33294PE the latest edition f BCSI(Building Component Safety Information, byTPIand WTCA)rfor safety practices prior r,,,.-.. 4 DL 7.0 PSF DATE 11/29/17 w perrurmirg,Masa Itakel.runa. Installers shell provide temporary bracing per.BCSI. Unless noted utherwrse, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF rlgld ceding. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCDRW CAUSR7175 17333103 A��0 N .. .actions oin tlD D/or unl as noted other e. R plates to each fanw or trufor and position as struantion above and un the'Jaint Details. unless pied atharwise. Refer to drawings 160A Z far'standard plata positions. 11/30/2017 BC LL 0.0 PSF CA-ENG BFR/BTT Alpine. a division of ITN Building Components Group Inc.snail not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI ,, or for handling, shipping, = TOT.LD. 42.0 PSF SEQN- 265999 AN frW COMPANY installation a bracing of iruwsas. 10 yi- �p /R. . A sal on this drawing or cover pap listing this drawing, Indlwtes eacepteroe or prow wlael engineering (e VLY 14,26e m r~ppwws�blllt�y solelyr N�wl ld ll nnigdDesigner ign`"w"p.�M6lirnit.ol suitability live or this droving for any structure I.CM -6�egg Tan+( DUR a FAC. 1.15 FROM I KE 8351 Rosana CircleV SacramcnteXA95828 for more informations this jobs general na pogo and t sob SPACING 24.0" JREF- 1W6C7175Z11 ALPINE'. ww.olpineitw.com; TPI,owaw.tpi .org;NrCA, ww.sbcindustry.upom; ICC: www.iccsofe.org Run....a amm9not THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - D4 ) Top chord 2x4 HF #2 120 mph wind, 15.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #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 Calculated horizontal deflection is 0.12" due to live load and 0.15" design. due to dead load. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 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. 1.5X4 III 7-- 4X8 4 '4X8# to • 10-4-12 10 I is 7 kb- 0-7-8 4X8(8) III �.� J 7 Com. �� 10-3-7 10-1-2 T 3X5 4X8(G1) \\\ L1'd 6-3-0 J_ 5-4-12 3112 L 6-3-0 -T- 5-8-8 11-11-8 Over 2 Supports R=623 W=5.5" R=543 U=55 RL=181/-82 Design Crit: 1RC2012/TPI-2007(STD) 9 PROs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.•fe u E� iV F��s/p2 TC LL / 25.0/PSF Scale =.25"/Ft. Truss Components (503 357-'1118 ..WANNINOIsa REVD AND FOLLOW ALL NOTES ON THIS DRAWINGI REF 87175- 98204 po •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 83294PE T require a f.wm r In nghC Component Safety I, ornetirg installing and tracing.safety p t and radar -' •� - DL 7.0 PSF DATE 11/29/17 tM latest edition ofroine care(Building Component handling, I, Shia i by TPI and g VTCand for sa fGeF pia ces pilo L.p -f rmrry these Functions, molal l erructull provide temPa' 'Y eraorng Per HL'S1. Unless notedcPiherrine.r 41111114,, Cop chore shall have properly attached structural sheathing and bottom chore shall have a properly attached BC DL 1 0.0 PSF n rigid ceiling. Locations shorn for permanent lateral r tralnt of webs shall have bracing Installed per DCSI 11/30/2017 DRW CAUSR7175 1733308;-- .. ...,., A 1��{1 N heJoin DJ, D/or-1$10unless au Ote applicable. Apply plates drawings each race ur tru rd pl to as slim aWvn ora urF the Joint Details, Volans rouil ing Co po Rorer to Ic. he l not for espo standard plata arty deviation BC L L 0.0 PSF CA-ENG BFR/RTT Alpine, a y divisionaur or ITR le ming truss i nacos Groan Inc. shell not m responsible ran dry eppiatlon from this OREGON drawing, any failure to build the buss In conformance with ANSI/TPI ,,or far Menelln9. shipping, 04 C� TOT.LD. 42.0 PSF SEQN- 266001 AN Ii'W C:oMR4NY installation A bracing of cnaaaae. a,A . A seol On this drawing or cover pegs listing this drslry, indicates aeooptaros of professional analnwring . LY 14,'2 e responsibility solely for the design shown. The suitability.rd use of this drawing Tor any structure is theS$@'����• DUR.FAC. 1.15 FROM I KE 83$1 Rovarca(Velerppsrsibl I lty or the Building lding D.slglsr per ANSI/Tpl T Sc.2. sDaNDtmd eA95szs For mord information ion hplyjob's general page and t rad SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:rrr.alpFlmlts.comxTPl:rww.tpinat.org;In"CA:war.sbcintlustry.ocam; ICCSsw.iccsare.org Renewal 613012016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - E ) 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 :W4 2x4 HF #2: TC- From 68 plf at -1.00 to 68 plf at 7.94 TC- From 34 plf at 7.94 to 34 plf at 11.96 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.00 to 5 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 10 plf at 0.00 to 10 plf at 11.96 psf. TC- 422.09 lb Conc. Load at 7.89 BC- 141.09 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 143.85 lb Conc. Load at 4.00 BC- 149.42 lb Conc. Load at 6.00 (a) Continuous lateral restraint equally spaced on member. BC- 344.01 lb Conc. Load at 8.00,10.00 In lieu of structural panels use purlins to brace all flat TC w 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(R) III 1.5X410 ip - 3X5 7-1-12 7-2-14 10 1- 0-7-8 _L 111111111111h1 / 1.5X4111 4X5= 4X8(R) 10 10-1-2 _ 3X5(81) L1,J Lc 4-1-8 ��� 3-9-12 'I< 4-0-4 f 4-1-8 3-9-12 4-0-4 '1 L.- 7-11-4 ,L 4-0-4 _I r 11-11-8 Over 2 Supports I R=1116 U=108 W=5.5" R=1300 U=236 Design Crit: IRC2012/TPI-2007(STD) Ot PROFES+ TrussTYP. Wave fore n (So3357-?11s FT/RT=2%(0%)/4(0) 16.01.'x. - M1NE .1.0 OR/-/1/-/-/R/- Scale =.25"/Ft. i.BARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWING! �(, �1 TC LL 25.0 PSF Components FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $3294PE REF R7175- 98205 825 N 4th Ave,Cornelius OR 97113 _ ...IMPORT/211.o 9 , Tri require extrema ems care in fahrir:ating, handling, shipping. installing and branlng. Rarer r and follow Cr �,..� DL 7.0 PSF DATE 11/29/17 the latest edition of BCSI {Building Component Safety Information, by TPI and RICA) for safety practices prior u performingthese 1naw. Installersn nbracing per ll ttris e, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall Have bracing installed per BCSI BC DL 10.0 PSF DRW CAUSR717S 17333083 T. evtenons BS, B/or B10, as applicable. Apply plate.la each lave or truss and position az ahawn above and on 11/30/2017 the Joint Details, unless noted otherwise. Refer to drawings 16OA Z for standard plate positions. A f �)Q N a BC LL 0.0 PSF CA-ENG BFR/RTT Alpine a division of lbw Building truss in Group Inc. shah not be responsible for any depletion from this OREGON tlnstall any brace to build the truss In conformance with ANSI/TPI ,,or for Handling, shipping, da a TOT.LD. 42.0 PSF SEQN- 266095 AN n-wcoAAr».rry installation w bracing of trusses. /13 . A seal en this drawing er cover pop listing this drawing, Indicates.ae.pt ro.of prefeawlon.I•ngllw•riro <e 41.14,2� 0 do sign solely for tree the ee dign shown. The suitability and use of this drawing Tor any structure is the sseit Tan�. DUR.FAC. 1 .15 FROM I KE 8351 Revere Circle responsibility of e Wulldirlg Drne lgr per ANSI/TDI 1 S.e,Y. Sacramento,CA 95828 ren more information soo this job's general notos page and these webSPACING 24.0" JREF- 1W6C7175Z11 w ALPINE:www.alpineitw,com; TPI:ww taw pinst.org:PICA: w .>bcindustry uom: ICC sww.:ccsare,org Renewal 6130/20/8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO, -BUTTERFIELD PARK LOT 2 -- 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 #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. 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 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 III 4X5-- Ei7 / T 1� • 1 .5X4 III (a) 8-8-15 8-10-14 10 r- 0-7-8 10-1-2 _L _L 3X5..--=- 3X5= 3X5(62)(R) Ill L1 ,J (` 5-6-0 5-6-0 I3.1.c4-5-4 6-5-8 _I_2-0-4� I.- 9-11-4 _1 2- o a J 1 11-11-8 Over 2 Supports >1 R=605 W=5.5" R=523 U=38 RL=151/-72 Design Crit: I RC2012/TPI-2007(STD) .1r- PROF�BS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' 'O g11�E„ % OR/—/1/—/—/R/— Scale =.25"/Ft. aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAPING!Truss Components of Oregon (503)357-?118 eeIWPORTANTe. FURNISH THIS DRAWING TO ALL G�NIAACTDRS INCLUDING TI£INSTALLERS. TC LL 25.0 PSF REF R7175- 98206 825 N 4th Ave,Cornelius OR 97113 a 83294PE y Trusses rewire a t. re in fabricating, handling, .pipping, in talling and n ring, Refer r and fellow DL 7.0 PSF DATE 11/29/17 the latest edition ofrBCSlr(Building Component Safety Information, byTPIand WTCA)rfor safety practices prior TO eerier-Ming ha l have functions. !naattached stn shall provide g and iho Vnr tlll h Unless opo Led atthedotherwise,, tog fo d nail pave property actor pe manentulal he n`g and bottom stshal shall ba p staly dttacndcBC DL 10.0 PSF DRW CAUSR7175 17333099 clad ung. Locations stew^^for permanent lateral restraint ba anon have bracing stalled Per Bcsl 11/30/2017 s BT. B/ur'BIB, nn applicable. Apply pia - each -u and puvi Lr - -bur,^above,and u ALM ^ I .. see Jo�'nt Details, onlase noted otherwise. Refer to drawings,bop-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT /�I IL �T' ' V Alpine a division of ITN Building Components Group Inc.shall not be responsible for am deviation from this OREGON drawing, any failure to b the t .w conformance with ANSI/TPI ,,a fpr handling. nS,pPIng. `SLY 14,20 t..41) TOT.LD. 42.0 PSF SEQN- 266091 AN ITW COMPANY installation a bracing of trusses. �" • A teal en this drwpev ing or cover a fisting chi•droving, Indicates acceptance er professional engineering responsibility solely for the design.hewn. The suitability and as of this drawing for any structure is Si,. *self Tan t OUR.FAC. 1.15 FROM IKE 8351 Rpvana Circle responsibility of the Building Dwign.r per ANSI/TPI I S.c.2. Samamenlo,CA95828 for marC information is a general notes page end t WOO . SPACING 24.0" JREF- 1W6C7175Z11 w ALPINE: w.alpireitw.comtTPI vow EPin0t.org;RICA:wnr.sbcindustry.con, ICCgeww.iccsare,org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - E2 ) Top chord 2x4 HF #2 120 mph wind, 15.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #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 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 r111111"6....0 (- KAIll 3X54 10-7-1 0-7-8 4.10-1-2 _L T 1 .5X410 4X5= 3X5(B2)(R) III 11'J L 5-6-0 6-1-12 3Lj2 I` 5-6-0 6-5-8 .1 1 11-11-8 Over 2 Supports R=605 W=5.5" R=523 U=58 RL=181/-83 Design Grit: IRC2012/TPI-2007(STD) .``9 PR�FFSS TrLT uss cTYP.onei Wave (503)357-.118 FT/RT=2%(0%)/4(0) 16.01.&4 + - C6$14 �0Z OR/-/1/-/-/R/- Scale =.25"/Ft. 1 ••WA(a+IMGI•• READ MOD FOLLOW ALL IVIES w THIS DRAWING! /� 83294PE TC LL 25.0 PSF REF R7175- 98207 Components "IWORTAIT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. W 9 825 N 4th Ave,Cornelius OR 97 13 0.0f,'' ,/ _ Trusses require a r.erne r in fabricating. handling. shipping, installing end bracing. Refer r and follow � L 7.0 PSF DATE 11/29/17 the latest edition ofrBCSIr(Building Component Safety Information, byTPIand RTCA)rf r safety practices prior cLo pert ming these functions. Installer. hall Provide<empor'ary bracing par BCSI. oUtiles.nw Lnd aterwrse, - op chore shall have properly attached structural sheathing and bottom chord shall have a Properly attaches 1 DRW CAUSR7175 17333072 A rigid ceiling. Locationsshownnor permanent lateral restraint oofv hwebsushall have bracing Installed per BCSI d1/310/2017 C DL 1 0.0 PSF n l s B!, B/ur Btu, a sap'icable. Apply plates W each f u and positron as shown alwve arta er A L.pi l� I E the`Joint Details, unless noted otherwise. Refer to drawings 150A-2 for'standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT fit..■• \�/) Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing. any failure to build cher truss In conformance with ANSI/TPI ,.or for handling, shipping, tY 1+,soom ® TOT.LD. 42.0 PSF SEQN- 266089 AN ITVV COMRCNY betel Usti on a bra°l ng of trusses. 4 A...l en this drawing or Velar PER.I I.tlrg viis drawing, lrpllestM esespiadwe of proteeslOnsl engineering S1 responsibility solely for Oh.design shown. The suitability and use of this drawing for any structure la the $'eITar�- DUR.FAC. 1.15 FROM I KE 83S1Roma Circle responsibility of the Building Designer par ANSI/TPU 1 S...2. Sacramento,CA95sz8 For mord information moo fhi. s°'e "`r"' ' page®t°t .n°sites;s Renewal 6/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 www.elpineltw.comTPlww.tpi�[song: LLICA:waw.sbcinduvry.com, ICC www.iccsafe.org • • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - FG1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 • Webs 2x4 HF #2 :M1, M2, M8, M9 2x4 HF Std/Stud: 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.---m A 111 15.62 r 15.62 11111111 0-0-4 12-0-3 . . lk, 2X4(D8R) 2X4(D8R) I, 9-2-10 _I- 9-2-10 .J Note: All Plates Are 1 .5X4 Except AsShown. „ae'D Design Crit: IRC2012/TPI-2007(STD) 4, 41s, TrLT uss Com Pnen Vave ofOregon (5031)357-111s FT/RT=296(0%)/4(0) 16.01. i $ E�4 ,p TORLL/1/ 25.0/PSF REF Scale R7175- 98208 Components •'WARN1161"" READ AND FOLLOW ALL NOTES ON THIS DRAPING! 825N 4th Ave,Comelius OR 97113 ""INPORTAN.. FURNISH THIS DAMNING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trusses require a traacore re in rant rating, handling, shipping, 'nstalliing rN bran:no. Refer to andfollow ti&C // L 7.0 PSF DATE 11/30/17 the latest edition of BCSI (Building Component Safety Information, by d IOWA) for safety practices a prior u performing Hese ata Lions. Installers shall provide Lampe. .Y biecioll Pe, BCSI. Unless n°ted otthe,'vrse. • _ top cMrd shall have properly attached ural sheathing and bottomchord shall have a properly attached rigid ceiling. Locations MI for pe lateral restrain f webs hall have bracing Installed per BCS) :C DL 10.0 PSF DRW CAUSR7175 17334012 1 sections B!. Di or B,g, as appl rvable. Apply plates to ea.:, -C.or cru anJ pun Lr.nr a.',weal above and oar 11/30/2017 � pl hJint Details, unless noted otherwise. Refer to drawings,60A-Z for Plate positions. OREGON .�'=�f �Q N BC LL 0.0 PSF CA-ENG PBC/RTT �,, Alpine, a division of ITN Building usslp ine nos croup Inc.with shall not be for for responsible rot any depletion from this /3 C dnstall, any failure to build the truss In conformance.lth ANSI/TPI ,.or for handling, shipping, 'bLY 14 2046 @ TOT.LD. 42.0 PSF SEQN- 265904 AN ITA C:oMPANY installation a bracing or tins.°a. • A.est on this dreslro or Doer WP listing this dresiro. Ind10.tM.00pt.nes of profwlersl.ngln.erl,igS responsibility eol.ly for the design shoes. The suitability end w of this druin9 for sig structure I.the ee III Tar'-- DUR.FAC. 1.15 FROM I KE 8351 P.ttvaDa Circle responsibility of the Building Designer per ANSI/TPI 1 S.e.t. • • Sacramento,0995828 r°r am ienthis�a a g""°r'' "° pag°'"°t ,�"' Renewal8raa2018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:esw,, onei�t fc.rin tion se job's g;rWTCA,athi nww.'be-ndustr y.com; ICC: ees,lccsa re.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- 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 :M3, M4, M5 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 ii T 15.62 r ' 15.62 3X5(**) %/ '•�� 12-0-3 15.62 L_ �� 11111111111 _ 0-0-4 4X8 2X4(D8R) fi LE------7-10-14 >> L 3-11-8 ..l.,.._ 9-2-10 9-2-10 5-3-4 I 7-10-14 Note: All Plates Are 1 .5X4 Except As Shown.Design Crit; IRC2012/TPI-2007(STD) �1, PRO�F44, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'' + - Gies E . "O OR/-/1/-/-/R/- Scale =.1875"/Ft, Thus Components of Oregon (503)357-2118 **V1RNINGI** READ ANO FOLLOW ALL NOTES Di THIS DRNINGI 't" 825N4th Ave,Cornelius OR97113 ..INORTANT'r FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ay 83294PE 6; 44 y IC LL 25.0 PSF REF R7175- 98209 r Trusses require extreme a In nghClratinn Safelirg, enation. y TPI ling and bracing. Beyer to are follow or L DATE 11/30/17 YM latest edition ofBC51r(Building Component Safety Information, by TPI arW YTCA) for safety practices prior �- I7,0 PSF Cu pernurmirg these functions. Installer shall provide Lampurary btecwrg per ACSI. Unlash ro Led otherwiset1 — op chord shall have Properly attach.structural sheathing and bottom chord shall have a properly attached :C DL 10.0 PSF DRW CAUSR7175 17334013 ddlibbrigid ceiling. Locations shown for perms t lateral restraint of rebs shall have bracing installed per BCSI 11/30/2017 It fa s DR, B/or B,(1, ea applicable. Apply plates L.auch nada ur trussand puss LIUri as sirvwn above and u A�l Ol[1 N the`Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/BTT tl�. J Alpine, a division of i1W Building Components Group Inc.shall not be responsible for any deviation from this drawing, any failure to build tie truss conformance with ANSI/TPI ,,or for handling, shipping, 'Zirr 14,2G°' t0 TOT.LD. 42.0 PSF SEAN- 265920 AN ITV/COMPANY installation a bracing or trusses. . A pal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering S1 responsibility solely for the design shown. The suitability and use of this drawing for shy structure is the seri Tar�- DUR.FAC. 1 .15 FROM 1 KE 8351 Rwarg Circle responsibility of the Building Designer par ANSI/TPI 1 S.c.2. Sacramento,C.495328 Far mere informations this,obis gaanral notes Vasa and therm sob en Rewal 613W2018 SPACING 24.0" JREF- 1W6C7175Z11 wr ALPINE: w.alpineitr.com;TPI rew.tpinat.org; AICA:www.shci Mustry.aom; ICC: www.iccsufe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - FG3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud 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= ! I /I\15.62 15.62 7-1-10 All0 0 4 i i i 0-0-4 2X4(D8R) i 2X4(D8R) 4 5-5-10 5-5-10 Note: All Plates Are 1 .5X4 Except AsShown.esign Crit: IRC2012/TPI-2007(STD) �(�G��O PROp . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.8, I - CON��. 'O OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 aatllARxi=I" READ Aur FOLLOW ALL NOTES ON THIS DRAWING! '',,I 83294PE le TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL ommmemas INCLUDING TIE INSTALLERS. yW , REF R7175- 98210 Trossee require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow W,G owl,' IL 7.0 PSF DATE 11/30/17 the latest edition ofBCSlr(Building Component Safety Information, by TPI and WTCA)r for safety practices prior Lo pchordmrhJ l havesee t'prop nn. Inched ers permanent provide sheath sheathing by tom bracing per all h Unlessproperly tedattached Aiiikik top chord shall have properly attached structural sheathing aM bottom Chard p shall have a properly otherwise, 1 t rigid ceiling. Locations shown for per lateralt` restraint of sets shall have bracing stalled per BCSI 11/30/2017 C DL 10.0 PSF DRW CAUSR7175 17334014 s BJ, B/or'B10, as applicable. Apply Plates to encb race yr lri and position as shown above and u p)0 N the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT A !� E Alpine, a division of ITN Building Components Group Inc.shalt not be responsible for any deviation from this drawing, any failure to baud the truss in conformance with ANSI/TPI ,,or for M1antllinp, shipping, 4,... _S `'Zw 14 2646 0 TOT.LD. 42.0 PSF SEQN- 265905 AN ITIN CAMR4NV cawing, my a blaring of trusses. Y A heal on this drawing or cove'peg.listing this drawing, Indicates arwpt.ms of professional engineering • 8351 Rovana Circle resppoohsibil itty ofoffly Building ldthe design es isgn sheen. ANSI/TPI suitability.rd use of this drawing for any structure is the RSA Tar DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For more information son TA,job's general notes page and tilos sobs Renewal 8/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE, aee.ei Pileitw.com;TPI;ewm tpinst.org;if(CA;aww.sbcindustrY.00m; ICC, maw.iccsofe.ore THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - G ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere 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" periodically 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. 0 0 ■ 3 1---- 3-4-0 g • a n n 0-4-0 LI U 10-1-2 1/////////////////////////////////////// 2X4(A1) Fc 11-8-4 'pi Ic 12-0-0 Over Continuous Support R=94 PLF U=15 PLF W=12-0-0 RL=B PLF Note: All Plates Are 1 .5X4 Except As Shown, ep PRO Design Crit: IRC2012/TPI-2007(STD) Q� fiFSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'.1 0 4,113 5N E� "p OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com nentsofOregon (503 357-?118 ...WARNEA INGIww RD AND FOLLOW ALL NOTES BN THIS DRAWING! ID j "511 po ) FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L(j 83294PE l TC LL 25.0 PSF REF R7175- 98211 825 N 41h Ave,Cornelius OR 97113 eellIFORTANrr• D Trusses require r.oma rn In fahrinating, handling, shipping, installing and h an,ng. Refer r and follow DL 7.0 PSF DATE 11/29/17 the.latest edition"ofrBCSlr(Building Component Safety Information, byTPIand NTCA)r for safety pre c e prior � to perrurmrrg these functions. Installers smell provide temporary bracing per BCSI. Unless notedcerreerrrse, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached A rigitiv^ell,nrg, Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI :C DL 10.0 PSF DRW CAUSR7175 17333059 .4��� se t e applicable. Apply plates to eech racedor trussand pvsl trwn as shown above and un 11/30/2017 e nl�tBoeta ls' °eas^brad otherwlae. Befe,-ip drawings, A-z fprta bard plate ppaitiona. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Al p,7,: a dlvlslon of ,-.Bulltling Components Croup Irx. shell n t be responsible nor awry deviation Prom this tlrawing, any.ailuro build the tru=e In conformance with ANSI/TPI 1,or far handling, ,hipping. �rcr 14,206. TOT.LD. 42.0 PSF SEQN— 265913 AN ITW COMPANY installation A bracing of trus3pa. . A sal on this drawing or cover peps listing this drawing. Indicates acceptance of professional engineering 8351responsi The Rgvate Circle responsibility or the!Wilding ddesignr�ANSI/TPI Sa.2 �. this thawing her.re structure the �eeil Tar -� DUR.FAC. 1.15 FROM I KE Saaameio,CA 95828 For moro Inrarara inn his,ab'a general notes page and t wah ALPINE:w .alpineitw.comcm; TPI.sww.tpirt.org;NTCA:www.sbcindustry,com, ICC:awww.lccsofe.org Renewal 6/30/2018 SPACING 24.011 JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- 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 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 3X5 3 I-- Aiiiiiiiii 3-4-0 0 +IIIIIIIIIIIIIIIIIIIr- 0-4-0 -.ow- J --1-- 10-1-2 1 .5X4 III 3X5= 2X4(A1) - L‹ X4(A1) —L 1 r aJ 6-8-0 5-0-4 I` 6-8-0 5-4-0 Fc 12-0-0 Over 2 Supports a' R=585 W=5.5" R=497 U=5 RL=54 Design Crit: IRC2012/TPI-2007(STD) '' PROFNAV PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01..0 I a SN a 4% OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com encs of Oregon (503)357-'i118 "WARNING'wa READ AND FOLLOW ALL Nuns Dili TRIS DRAWING, o 6%. 825N i AAve,Comelius OR 97113 aaINDORTANra FINNISH THIN DRAWIND TO ALL=TRACTORS INCLUDING TIE INSTALLERS. 63294PE y TC LL 25.0 PSF REF R7175- 98212 T require extreme rare in fahrlrarnn shipping,sPpiinstalling abracing. Refer to and follow it the latest edition of BCSI (Building Component Safety Informar by TPI and WTCA) for safety practices prior ..fir DL 7.0 PSF DATE 11/29/17 u performing these functions. Inatellatn stall provide temporary bracing per BCSI. Unleee noted cUrorwiee, ,014164 top hodshall have properly attached= ural sheathing and bottom chord shall have a properly attached C DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 11/30/2017 DRW CAUSR7175 17333058 . bieA 1`_,�0 N the t,sine ai or-Alu, ere applicable. Apply platers drawings l Ince ul for arw polltate es stion awva anw en tAl pint Ddivila, unless tad otherwise. Rater to Incl not forstandardPlata nyseviat. BC LL 0.0 PSF CA—ENG BFR/RTT Alpine,nen a division of Ina Building Components Group Inc.shall not be responsible for any deviation from this OREGON drawing. any failure to build the true.In conformance with ANSI/TPI T,or for handling. snipping, ► 0 TOT.LD. 42.0 PSF SEQN— 265910 AN ITWCOMPANY Installation a bracing or trusses. 4 GY 4r2� . A*eel on Vile drawing or cover peps listing this drawing, Indio.te.acceptance of profwiorol engineering S. f..p.nelel l Ity solelythe for the ngdD.I oro per The ANSI/TPIt1 Sec.2.bility .e or this drawing for any structure is the $e', Tat DUR.FAC. 1.15 FROM I KE 8351 Rgvafa Circle r..Po,wiel I ity of the Building De.I Sacramento,C495828 for moro information mac this Jobs general notes page and these web ALPINE:www,aipinsit,.com; TPI:waw tpinat,org;W7CA:.vw.sbcindustry.com; ICCgsunn.icasofe.org Renewal 6130/2018 SPACING 24.0" JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. —BUTTERFIELD PARK LOT 2 -- 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 HF Std/Stud TC- From 68 plf at -1.00 to 68 plf at 8.00 BC- From 5 plf at -1.00 to 5 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 0.00 to 10 plf at 8.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- 422.09 lb Conc. Load at 7.89 DL=6.0 psf. BC- 141.09 lb Conc. Load at 2.00 BC- 143.85 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 149.42 lb Conc. Load at 6.00 BC- 344.01 lb Conc. Load at 7.94 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 111 3X50 4P 7-3-8 S 8 10 � I II irj 0-1--8 " 2X4111 4X8(R) III 10-1-2 r 3X5(B1) L1 .m.1 L 4-0-0 3-8-4 3LI -12 I 4-0-0 m4-0-0 1 `' 8-0-0 Over 2 Supports-- R=597 U=13 W=5.5" R=1303 U=242 Design Crit: IRC2012/TPI-2007(STD) ON PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0' ► /,QSN F4, "p OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"REM AND FOLLOW ALL NOTES ON THIS DRAWING! Co Ce. /Q Z FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TliE INSTALLERS. �40 83294PE TC LL 25.0 PSF REF R7175- 98213 825 N at�i Ave,Cornelius OR 971)13 re"IMPORTANT"cern i= D L 7.0 PSF DATE 11/29/17 T require extreme re .n falter ir'at'nn, handling, shipping, installing and hrnr„".Refer to and follow the 1 'on orrBCBlr(Building Component Safety Information, by TPI and RICA) for safety practices prior Lo perrorming these llawL wn. Ins Lallern shall provide temporary Lracioy per BCS!. Boles noted otherwise, 4111164 tap Cord shall have Properly attached structural sheathing aim bottom`hard shall have a properly attached :C DL 10.0 PSF DRW CAUSR7175 17333084 rigid ceiling. Locations shown for Parma ant lateral restraint of webs shall have bracing installed BCS! ,4 -,��)0 N i o ..,, ns BJ, B,dr-610, as aPPI,eable. APPIy pia Lea to each rate or trues and position as shown above aand on 11/30/2017 the Joint Details, unless noted otherwise. Refer to drawings 1e0A_Z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/NTT Alpine, a division of ITN Building Components Groep Inc.shall not be responsible for any deviation from this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1,or for handling, shipping, SLY 14,4M� C Qv TOT.LD. 42.0 PSF SEQN- 266087 AN IT YCOMPANY installation x bracing or trusses. . Rani on tille drawing or cover law listing this drawing, indicates acceptant*of professional ergineerlr,g 4 835!Rovana Circle responsibility solely for Building design Ilan.�AIBI/Telt1°1Sec 2.rd ..of this drawing for aro structure w Seell Tar Si' DUN.FAC. 1 .15 FROM I KE Sacramento,CA 95828 Fur more inform` ;o., his Job's general no page and t wen ALPINE: www.alpineitw,comcTP1 ace NTCA. sww.sbci,mustry corn; ICCSvww,iCcsafe.org Renewal 6/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - H1 ) I Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located I • 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 III r 6 1 .5X4 % 7-3-8 10 1--- 0- 8 PI mw r10-1-2 i 4X5= 3X5(82)(R) III L41 ' J I- 4-0-0 ,_I_ 3-8-4 y12 is 8-0-0 Over 2 Supports R=432 W=5.5" R=347 U=38 RL=124/-62 Design Crit: IRC2012/TPI-2007(STD) „IAD 1 PROs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'c,"1Di G1 E S '/O OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-'?118 awMARNINGIwa READ AND FOLLOW ALL NOTES ON THIS DRAWING! kt Z 825 N 4th Ave,COmelius OR 97113 aaINFORTANI`w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 4/ 83294PE 'p TC LL 25.0 PSF REF 87175- 98214 Tresses require w t.rm rmr In fabricating, handling, stripping, installing and bracing. Refer to and follow it � ,.^ DL 7.0 PSF DATE 11/29/17 the latest edition ofBCSl (Building Component Safety Information, by TPI and NTCA) safety practices prior u pch rorm,?y them 1properly attached ers structural provide ng and ry bracing ho par BCSt have Unless atai to chord shall nava properly actachpe a ural sheathing and bottom chord shall e a properly attached pDRW CAUSR7175 1 Odilih rigid ceiling. Locations shorn for permanent lateral esti Inc of arena shall have bracing installed per BCS! BC DL 10.0 PSF to a Ba. B/or B10, an applicable. Apply puree to each!sou vr'trussand position as Mari above and 11/30/2017 A/�F o0B N E the`�oint Details, unless noted otherwise. Refer to drawings 160A_z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/BTT 'L _ Alpine, a division of ITa 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/TPI 1,o for handling, shipping, AN ITNNCAMR4NY installation&bracing or Crosses. I� C TOT.LD. 42.0 PSF SEAN- 266085 A ses1 on thiB drawtn5 or cover page listing this drawing. Indicates acceptance of profeawlotl engineering ' lY 14,�� tQ► - responsibility solely for the edit',elperl. The suitability em 1M of this drawing for envrstructure Is the slen Tan•,` OUR.FAC. 1.15 FROM IKE $3$1 RdveDa Circle responsibility of the Building DdlDnsr pr ANSI/TPI 1 Sec.i. Sacramento,CA 95828 For more information n Chia BMA:genorai s pogo and tom"wpbsites, SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:ww.olPineltw.comtTP1 aown.tpi .erg; A: iww.sbcindustry.com; ICC:www.lccsofe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- 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 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 III 411 4-9-8 0-7-8 J' 10-1-2 1.5X4 III 3X5(B2)(') NI 4-8-43n12 >I_1 5-0-0 Over 2 Supports �) R=214 W=5.5" R=227 1.1=26 RL=68/-26 Design Crit: I RC2012/TPI-2007(STD) �,1? PROFk3 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.ti '0 r do.EF. `t) TOOR/—/1/ 25.0/PSF REF Scale R7175—/9821 5 Truss Components of Oregon (503)357-2118 `"WARNING!""READ NN FOLLOW ALL NOTES ON THIS ORAWINGI1. 825 With Ave,Comelius OR 97113 **IMPORTANT. FURN ISHCOISH THIS DRAWING TO ALL REACTORS INCLUDING THE INSTALLERS' 4/ 83294PE "P - Tnnses require extreme r In fabricat'nnt handling, shipping, inctelling and Gracn . Refer t and follow +i ,.._ - DL 7.0 PSF DATE 11/29/17 the latest edition ofBCSlr(Building Component Safety Information, by TPI and PTCA) fru'safety practices prior co p - rig these lure:toorm. tlnstaller recta 11 provide temporary y L g per SCSI.have rioted u,tnt.isef1 i chord hall have properly attached structuralsheathingrestraint and bottomchord stall h a properly attached BC DL 10.0 PSF rigid ceiling. Locations shown roc permanent ulate I Int b hall have bracing Installed per BC51DRW CAUSR7175 17333091 rr s Be, B/or Wu, as applicable. Apply plates to each rate or trues and positron as alamn above and a 11/30/2017 A II I� ' E the Joint Details, unless mated otherwise. Refer to drawings 160A-Z far standard plate positions. BC LL 0.0 PSF CA—ENG BFR/RTT �—' ' `V' Alpine, a division of ire Building Components Group Inc.shall not he responsible for any deviation from this ,�pi� OREGON drawing, any Failure to build the erns in conformance with ANSI/IP! ,,or for handling, snipping, P `Z�r 14,2641. m TOT.LD. 42.0 PSF SEQN— 265986 AN ITW COMPANY natal Tawe an a bracing of erases. . Assail on this drawl or coyer paps listing this dressing, Indloetss sosptOpoe of professlonel engineering p responsibility solely for the design Deeig er per The suitability grid w of this drawing for any structure is the S(� s 835!Rovapa Circle rawpersl bl l lq of the Building Dawlpw po-AAS!/TPI ,Sse.2. $e JJ Tan DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For more infaram ian his Job's genera' page end`hese am,n SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:www.alpilielto.comYTPI www.tpi t.org, pr(CA:notes ICCSwwe.Iccsafe.o-g Renewal 613012018 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- 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 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 1N r 4-9-8 Aill 0_7_810-1-2III 3X5(B2)(R) iii l< 1 ' k 4-8-43"12 "I 1 'Z 5-0-0 Over 2 Supports R=296 W=5.5" R=219 U=25 RL=83/-46 Design Crit: I RC2012/TP I-2007(STD) �¢Elp PRO��s T PLT rus YPWave o£oregon (so3)357-2118 FT/RT=2%(0%)/4(0) 16,01. �t� 10jE��S'/Oy TOR/ LL/1/ 25.0/PSF REF Scale R71 5-/Ft. 98216 Components1 ••wtNIMGI•• Row AND FOLLOW ALL NOTES ON THIS ualBDRAWING, .� 825 N 4111 Ave,Comelius OR 97113 •'I T FURNISH THIS DRANINC TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /1/ 83294PE _ Trusses requiresextremeSCS are in fabricating, handling. shipping, installing and bracing. Refer f and follow ,._ DL 7.0 PSF DATE 11/29/17 the latest edition ofBCSlr(Buildirg Component Safety Information, byTPI and dTCA) for safety practices prior CLo pnrrurmrng Lheael Unctions. tInst:allers shall pruviue terma,rary bracing per BCS!. Unless ranted otherwise, _ ep chord°hal i nage Peperly=taehed structural sheathing and bottom`here shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 17333094 rigid ceiling. Locations shown r permanent lateral restraint of webs shall have bracing Installed per SCSI _41--_,��N th. seeL Jin BD B/or Uluunless nes applicable.edthere. R plates to Ln each Iain Lruv and positionlate po shown above and on 11/30/2017 the Joint Details, unless ntaeotherwise. Reran to drawings,Snot for sponsibl Plata positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a y failure of ITN build th ng truss Group Inc.shall not be responsible for arty ippintlen from this ��+E OREGON drawing, any failure to bail°the trpa. ;n conformance with ANS fTp1 ,, or for handling, shipping, 10 04 C4 a TOT.LD. 42.0 PSF SEQN- 265983 AN IT'W COMPANY Instal laden a bracing of trusses. A UDI on ERIC drovingor corer piw.I I.ting this drawing, Indicates.00.ptense of prof plsei engineering y LY 14,46 (0) responsibility solely for the design shown. suitability use of this drawing for structure the S8Q11 • Tao DUH.FAC. 1.15 FROM I KE 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 Swo.2. Saramenlo,CA95828 For more Informationthis;ob's general notes page and_ woe SPACING 24.0" JREF— 1W6C7175Z11 ALPINE: .olpineltw,com;TPI b wrw.tp;nst.org,BTCA:eww.sc industry.aom; ICC.wes,Iccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - J2 ) 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 MFRS 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 Aa 3-6-8—�0-7-8i _4110-1-2III 3X5(B2)(R) III 3-2-43"12 )I–I F.(3-6-0 Over 2 Supports R=233 W=5.5" RL=62/-38 R=149 U=18 Design Crit: 1RC2012/TPI-2007(STD) ¢epPROFzs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'0, $�� �4.. CII TOR/-/1/ 25.0/PSF REF Scale R7175-/Ft. 98217 Truss Components ofOre on (503 357-_>118 'PWNAMING1" READ MO FOLLOW ALL NOTES ON THIS DRAWING' C3IP pon FURNISH THIS mwlNG TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 w�Iw oNrAIIr� hi/ 83294PE 'y Trusses require extrema aro in fabricating. handling, shipping, installing end bracing. Refer t. and follow �,/ DL 7.0 PSF DATE 11/29/17 the latest edition ofBCSlc(Building Component safety Information, by TPI and WTCA)r for safety practices prior / . - to performingchordha these rproperl,y Installer.structural pshe to ng andn bo tom bracing par'all have properly attached top chord shall love properly n for pe s ural lateral restraint and bottom chord shave n a properly a Per BC BC DL 10.0 PSF DRW CAUSR7175 17333093 v regia ceiling. Locations drown for permanent lacerel reacrelnt or webs stall neve bracing I seal led per BCS savtiuns BJ. B/ver'B10, as applicable. AablY plates to each rasa ver truss and position as slosm above and un 1 1�:::7 the Joint Details, unless noted otherwise. Refer co drawings 160A-Z for standard plate positions. A 1-___J=-3D�N ��— ram )BC LL 0.0 PSF CA—ENG BFR/RTT drawAlpiing, a division failure of ITN Building Components Group Inc.snail not be responsible handling, fen am deviation r this OREGON dnstall any&allure to mild the truss in conformance with ANSI/TPI 1,or far Handling, shipping, 64 m TOT.LD. 42.0 PSF SEQN— 265981 AN ITW C.OMR4NY installation nn A bracing or trnaanm. 10 A seal on this drawing or eNter WP listing this drawing, Indl Oasww wwwpb,ww of professional engineering 4 CY 14,20 • 8351&,vena Circle responsibility ofthe for time Building�shown.ANSI/TPI 1 sne.2.IW w of this dressing tor see structure 1.the w4:::::::11 Sell� � \ DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For more information this Jo general notesPage and those web, SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:www,alplueite.com iTPI jowow.tpi .org;WTCA:w s sbcindestry.com; ICC: www.iccsare.org Renewal 6r3012018 THIS D118 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - J3 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Rot 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. II 1 12-1-2 R=50 U=16 10 2-3-8 0-7-8 ON 11111111111111 1 10-1-2 T wiimm R=37 3X5(62)(R) III I.< 1, ,J 2-0-0 Over 3 Supports R=183 W=5.5" RL=42/-30 Design Crit: IRC2012/TPI-2007(STD) iiE0 PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .•0 • - 61�y % OR/—/1/—/—/R/— Scale =.5"/Ft. Truss ComponentsofOregon (503)357-1.118 "WARN INDI« READ AND FOLLOW Au.NOTES ON THISINtAWINGI ? 1' t. 2 TC LL 25.0 PSF REF R7175— 98218 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL communes INCLUDING THE INSTALLERS. 83294PE Trusses require extreme re in fahrir:ating, handling, shipping, installing and bracing. Refer re and follow ,� �-. p DL 7.0 PSF DATE 11/29/17 the latest edition of Beslr(Building Component safety Inrormauon, by TPI and NTCA)r for safety practices prior o performing these naa,trorn. Installerssnailprovide temporary bracing per BCSI. Unless rioted otherwise, .. 411111* cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR717S 17333090 rigid ceiling. Locations shown for permanent lateral al f'webs hall have bracing installed per BCS A LPO N the_Jin BT. BJ ur u1U, es app1 cable. Apply pietas Lu each raua or for s and rd plate as shame above and un 11/30/2017 the Joint Oe vile, not IT rated otherwise. Rater to drawha 160A_2 for standard plata any de wren BC LL 0.0 PSF CA—ENG BFR/RTT Alpine. a division of ITR Building truss i Components oraap Inc.I with Shall net he for for for am devlatinn from this OREGON drawing, any braceilure to build the tn�a in anfnrma a with ANSI/TPI 1,or fpr handling, shlppl g, C TOT.LD. 42.0 PSF SEQN— 265979 AN ITW COMR4NY Instal late nn a bracing of ta==bs. . A seal on this drawing or ewer pegs listing thin drawing, indicates.00.pt.rae of professional engineer) 4 CY ,20 re.peneibil lty solely for the design sheen. The suitability and use or this drawing for ere structure Isthe 4 A$�t�1T�n 4% DUR.FAC. 1.15 FROM I KE 8351 Rova1R Circlere.po,siblllty or the Building Designer per ANSI/TPI I Seo.2. Saaaned°,CA 95828 Far a Information s is fob's gonoral notes page and t web sitosi ALPINE: www.alpiineitw.com; TPI:wtwrutpinsC.org;Nwmrn TCA: w ,sbcirtry.ora, ICC:wwn.iccsafe.org Renewal 6t30/2018 SPACING 24.0" JREF— 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO, -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - J4 ) 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 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. 10 p 1-10-8 -- 0-7-8 PM 14 +10-1-2 3X5(82)(R) III • R=39 U=6 k1 ' >I 1-6-0 Over 2 Supports R=167 W=5.5" RL=35/-27 Design Crit: 1RC2012/TPI-2007(STD) 0 PO ROF- . PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.►; • ' �16y '% OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 "WARN IMGI•• READ AND FOLLOW ALL NOTES ON THIS Nt#INGI (l (f, �.Q Z TC LL 25.0 PSF REF R7175- 98219 825 N4th Ave,Cornelius OR 97113 ••IG'ORTANr•a FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses halides w t.rsaw rrg re In fahrlratinn. handling, shipping. Installiand bra< ow ing.Refer to and follow /1. the latest edition of SCSI Component Safety Information, by TPI and VTCA) for safety practices prior ri DL 7.0 PSF DATE 11/29/17 La perrursing chess Iproperla. Installers ell provide ranp.s' y I c,ny per HCS!. Unless tad attaches,. - top chord shall have properly attached Luralsheathingaltr and bottom chord shal shall have properly attached w riga ceiling. Locations shown for pe t lateral in ba shah have bracing coned per BCS BC DL 10.0 PSF DRW CAUSR7175 17333092 e BS. B/or 810, as applicable. Apply Wal <h runs and Fan le -shown above and on 11/30/2017 �� 1 its Joint Details, unless noted otherwise, Refer to dr awl ngs 16DA-Z Tor starboard plate positions. A L, N AlPlne, a diyielon ri Bnlldi g camponants cheap Im shall net ba reapanslbla far any deylatlan rhea this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure g hand the truss In conformance with ANSI/TPI 1,or for handling, shipping, C TOT.LD. 42.0 PSF SEAN- 266098 AN fT'W CA1v1PANY Ina t.11ation a bracing or trusses. yy. ,g . A...l on ale dining or cover peg.II.tiro ale drawing, Indicet...co.pt.nce of prefN.lonal engineering 4 llikY 14,20V- 40 responsibility eePeneein Iity or a the building the design shown. per ANSIThe/1PILe1S.e suitability use or ars drawing for.aD,structure I.the �y ell Ta"� DUR.FAC. 1.15 FROM I KE 83$1 Rovaag Code1 Sacramento,CA 95828 roe mo information is Job's general arida para athosesob ALPINE: www.alpii Jre corn iTP1 IC ems.tpinst.org:AA,www.sbcirtlustry.aom,' ICCs sites: SPACING Renewal 8130/2018 SPACING 24.0" JREF- 1 W6C7 1 7 5Z1 1 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - K ) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 24.32 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 :M5 2x4 HF #2: DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and 3 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face in area (0) only, and 24" span on opposite design. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind within 12" of notches. 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. + Provide lateral bracing for inset chord. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5= OT 3X7 A . � illibillilL 8-4-0 -1 10 S '111111111 0-7-8 0-7-8 _L i o 0-3-2 / T T 3X5(82)(R) III 3X3# 3X5(82)(R) III (0) 1.1l.1- 10-8-12 -{ 41'.1 12-6-0 + 6-0-0 6-8-12 2-6-4 2-10-110-4-5 6-0-0 Fc 18-6-0 Over 2 Supports al R=181 PLF U=19 PLF W=6-11-8 R=758 U=33 W=5.5" RL=28/-28 PLF Note: All Plates Are 1.5X4 Except As Shown. EO PROF Design Crit: IRC2012/TPI-2007(STD) ¢ F. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .'' I 6 ' `rt_ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on 503)357-„118 waWARNINcI ee READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 98220 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL cartRACTORS INCLUDING THE INSTALLERS. [(/�` 83294PE�� 2 TC LL 25.Q PSF Trusses require extreme re in fabricating, handling, shipping, instnlli.aha bracing. Refer t and 1'nllnw /y ' DL 7.0 PSF DATE 11/29/17 the. latest edition of BCSIr(Building Component Safety Information, by TPI end NTCA) for safety prectices prior `1. ../ _ u Pa_ rmnng l esehave ,prop properly Install structural provide bo (suss chordy bracing per BCS!.a 11 1 ad attach ser / _ top h d shall have properly n forM1pe st raI al h'ng aha bshat shall b properly dtpernBU � rigid Hing. Locations shown for permanent lateral f b hall have bracing installed per BC BC DL 10.0 PSF DRW CAUSR7175 17333105 A O)El N E se BD Details, or unless as.VVI gable. Apply peri t and pus l shush abuw and u 1 1/3 0120 1 7 the Joint Data,Is, unless noted otherwise.Components o Rarer to drawings 160A_Z a forstandardPlata positions. BC LL 0.0 PSF CA—ENG BFR/RTT Alpine,a y divisionaur of ITN Building truss i nacos Group Inc. shall not be responsible for any tevintivn from this OREGON drawing, any,allure to build the truss in conformance with ANSI/TPI ,,a for handling, aih ppi reg. p C TOT.LD. 42.0 PSF SEQN- 266076 Pool tot AN IT'W tat,.CAMPANY installa< o x br.cr,eg of trusses. A l do .aping er eg ties.,p .listing this arsenal, Indicate.. prxip ra .of dengineeringesiel engineering G `14-Y 14,20 ,G) responsibility solely for the design sheen. The suitability end rr of this dr..ing for any structure is the See tl Ta" tDUR.FAC. 1.15 FROM I KE 8351 Rovana(}Cele responsibility of the Building Designer per ANSI/TPI I Seca. Sxrsmento,CA95D28 For a.erc information is job's general notes page end those sob si SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:www.alpineitw.com CTP1:www cpinst.org;NTCA, wrw.abciadustry.com; ICC, wes.lccsore.org Renewal 6130/2018 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - L ) Top chord 2x4 HF #2 120 mph wind, 22.97 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 NNPFRS with additional C&C member not to exceed 3.00 PSF one face and 24.01' span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically 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 i applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5 1 Ah 1 PA • 10F-- --] 10 111 11111116m5-7-84II1 0-7-8 0-7-$ 3X5(B2)(R) HI 3X5(82)(R) III IL1' i 1-F1 ' 6-0-0 6-0-0 lac 12-0-0 Over Continuous Support >I R=110 PLF U=18 PLF W=12-0-0 RL=12/-12 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ' Q0 PROFk's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x; p " - �'/: OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •�rARNINDI.. READ/MID FOLLOW ALL NOTES ON THIS DRAWING! (jam „AV.. fiiQ - TC LL 25.0 PSF REF R7175- 98221 825 N 4th Ave,Cornelius OR 97113 IBONTNYT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING WE INSTALLERS. ��if 83294PE 7 Tr-wines rennire extreme r in fanrinating. harts ring. snipping. installing And braving. Rarer t and follow DL 7.0 PSF DATE 11/29/17 tM latest edition ofrnCSlr(Building Component Safety Information. byTPIand•TCA) forsafety practices prior _./'- - it pChard ha l these C'properly taches stromal provide temporary b ottom per all havers pr notedperly aotherwise.ahe1 _ ter`ed shall have properly attached structural lateral restraint and oattela tg rtl mall a properly attached BC DL 10.0 PSF DRW CAUSR7175 17333082 n regia ceiling. Loco shomn for perms t eat al t rof tr ball new bracing an ledabove per BC A(h.�EI N E tee ions aa,ai unless et applicable.other. Apply Refer to, deer a f end rd plate as ane.,ahuvr trd 11/30/2017 the Al Joint Details. amass rBuil otherwise.Components tsPGr to Inc.caingssha l no_Z far sponsibl Plata poaieviati BC LL 0.0 PSF CA—ENG BFR/RTT Alpine. a division of ITN build th ng C s in Groep Ishell not be responsible for any ippiatlon from this OREGON drawing. any failure to based the trust in conformance with ANSI/TPI ,. or for handling, snipping. c TOT.LD. 42.0 PSF SEQN- 266072 AN ITWC:oMPANY installation a....clog of trusses. • A...1 en this drawing or cover page I isting this drawing, indicates or professional engineering G 1/LY 14,20 8351 Rsvana Circle wresponsibility solely tor Building design per The suitability uitabili y .i.e or this drawing Tor any structure is t i. SSQ11 Ta"•t® DUR.FAC. 1.15 FROM I KE rSaclamento,CA95828 for ma information is job's general nos page and t mob a SPACING 24.0i' JREF— 1W6C7175Z11 ALPINE aww.alpineitx.com;TP1,ww tpin .org; PTCA:waa.sbcirvlestry.uom. ICC; w..iccsofe.org Renewal 6/3012018 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - X ) Top chord 2x4 HF #2 120 mph wind, 23.78 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 III o i 1 .5X4 0� •. 7-2-14 10 • 0- 8 !. MA 20-3-2 I • 3X5(R) Ill 3X5(B2)(R) III 1"12 Lr 4-0-0 _I_ 3-9-8 _JL k7-11-4 Over 2 Supports -11 R=430 W=5.5" R=344 U=89 RL=178/-61 Design Crit: IRC2012/TPI-2007(STD) tx)PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P! G ,�, AQ`S�Z OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 'WARNING!" HEAD AND FOLLOW ALL NOTES ON THIS DRAWING! �i N F TC LL 25.0 PSF REF 87175— 98222 825 N 4th Ave,Cornelius OR 97113 "I T .' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. /,. 83294PE Trusses rewire w trerm oars in fabrir:nting, hand II ill, shipping, Installing and bracing. Refer t aM Coll,. �, d DL 7.0 PSF DATE 11/29/17 the latest edition of DCS! (Building Component Safety Information, by TPI end WTCA) for safety pre s prior Cu per-Rnmrny Lhasa IUra;tiore.. Installer,shall provide temporary braorrg Pe,BCS1. Unlese"otedcuthe,w,sa. op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10,0 PSF DRW CAUSR7175 17333067 n rigid telling. Locations shown for permanent lateral restraint of rebs shall have bracing Installed per BC" nctluns 131. B/or B10, as applicable. Apply plaids w each race of truesand position as shown above and u Clo Joint Details, unless noted otherwise. Refer to drawl 16oA_z for tandard lata Ions. r I 11/30/2017 A �)�N P any de BC LL 0.0 PSF CA—ENG BFR/RTT Alpine, a division of Ubu Building Components Group Inc. shall not be responsible for arty aaviation from this OREGON drawing, any ran ora go bulla the truss to conformance with ANSI/TPI 1,or fpr nandliny, shipping, �. TOT.LD. 42.0 PSF SEQN— 265908 AN ITW CAMPANV Installation a bracing of trusses. y.. . A seal.n this drawing or oov.r p.g.listing this drawing, Indlo.to..On.ptance of professional scgin.sring 4 VLy 14,,2_� responsibility of'the Building Wefor the isner per ANSI/TPI 1 The Sos.2 and use of this dr-swing for.Ol.vuet.s is the 1���"��� t0 DUR.FAC. 1.15 FROM IKE 8351 Raven Circle V Sacramento,CA 95828 For more rnfOrmatiOn Is job's gonoral notes pogo and those wpb a SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:www.olpineitw.can; TPI cww.tpi t.org;MA,www.sE rslus ry.com; ICC: ww,iccsofe,ory BsnelustAar 901A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - X1 ) Top chord 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 :W1 2x4 HF #2: TC- From 68 plf at 0.00 to 68 plf at 7.94 BC- From 10 plf at 0.00 to 10 plf at 7.94 1 5 lb Conc. Load at 2.00, 4.00, 6.00 wind, mean hgt, ASCE 7 10 CLOSED bldg, Located BC- 1 60 6 120 mph 24.19 ft e g anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. 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. 1 .5X4 III i 5X1 0 All 1 ali 0-7-8 1_��J 0-3-2 3X10111 4X8(R) III 4X5(81) L 1"12 1* 4-1-8 .+c 3-8-0 11. f 4-1-8 1 3-9-12 F7-11-4 Over 2 Supports >1 R=2071 U=208 W=5.5" R=2032 U=203 Design Crit: IRC2012/TPI-2007(STD) EX)PRDFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .Pt 'si, OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 „I T "WARNINGI•• READ AND FOLLOW ALL NOTES w 1X15 COMING! tj SNC F--.. % TC LL 25.0 PSF REF R7175- 98223 825 N 4th Ave,Comelius OR 97113 ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /" $S284PE 9 Trusses reditio extreme ra in gbC Component Safeti,g,Information, installing d antl bra,fors. Rarer to ane follow " DL 7,0 PSF DATE 11/29/17 the latest edition tca(Building infa Component Serety In Formation, by TPI dna And ror safety practices prior 14- to per-forming l wsehave i'properly attached structural provide tarepu 'Y to g per all h e Unless W otherwise, _ topchord shall have properly atInstal atr Tal rovidel Le and b chord per. have properly attached Illigibtrigid ceiling. Locations shown f permanent lateral restraint f webs ran rave bracing caned per BC,. BC DL 10.0 PSF DRW CAUSR7175 17333063 fl - a B3, AI or-BIO, as applicable. Apply plates to each as trussand position -shownabove arW u, n �l� I 'cne n nc Decd le, nnlase n.wa atnar.iea. arer ca sisal ga isoA-z rartanaara plate pews Rinne. 11/30/2017 Imo-r ' �J A,p', a eiviei_of INT Buuaing ComPpnants Grwp I x. snail rwt raaponeible rnr any aeviaunn r om tms OREGONBC LL 0.0 PSF CA-ENG BFR/RTT drawing, any tan ora to build the truss In conformance with ANSI/TPI ,,or for handling, shipping, =, TOT.LD. 42.0 PSF SEQN- 266003 AN ITU C.OMA4NY installation an x bracing or trasaoa. AA . A awl on this drawing or cover pegs listing this droving. Indicates aocaptmnem of professional snglnasring G LY 14,qpm V responsibility solely for the design shown. The Suitability and ise of this Crewing for any structure is the �$�I'Tan DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle responelbllity of the Building OSalgbor par ANSI/TPI 1 Sae.x. V Sacramento,CA 95328 for more information is Jobs general , saga end t ems SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:wwa.alpireite.com c TPI fwre tpinst.org;RTCA:awe ebclndustry.com, ICC:wvm.rccsate.org • RannrA,a1 Rlanf' HR _ _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - X2) Top chord 2x4 HF #2 120 mph wind, 23.78 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 :W1 2x4 DF-L #2: 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 Ill . T i 10 5-11-14 3X5 y eamiama ! ■■ B ; 21-6-2 3X5(62)(R) II 3X5 3X5(R) III 1-3-0 0-77--8 iii_ L 0_3_2 3X5 III LA1 '0.1 L. 2-6-0 3.1.„ 5-1-12 ,..4,,if 2-6-0 5-5-4 2-6-0 T 5-5-4 <-----7-11-4 Over 2 Supports ' R=430 W=5.5" R=344 U=89 RL=178/-61 so Design Crit: IRC2012/TPI-2007(STD) .9 PFtOFfi PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.f<<,.) - 4fN F S'/0 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 ••MARNINGI.. REM AND FOLLOW ALL NOTES ON THIS DRNINGI ° ke �� Z TC LL 25.0 PSF REF R7175- 98224 1 ••IMPORTNff'• FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 825 N Ave,Cornelius OR 97 13 i 9 Trusses require extrema BCS nave in fahrirponen Safety shipping, installing lnd an"bracing. Referto anti follow or ✓ DL 7.0 PSF DATE 11/30/17 the latest ed tion of SCSI (Betiding Component Safety In rormwtron, try TPI and NTCA) for safety practices prior Lu performing these functions. t Installers shall provide temporary bracing per BCSl.avUnless edcutherwrse.r top chord shall have property attached structural wreathing and bottom chord Shall h properly attached oAdilhil rlord ceiling. Locations shown for permwnent lateral restraint of webs shall have bracing installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 17334015 _��O Q sections Bs, Br ur Bw, as applicable. APpiy plates w each race ul trussand position as show)above and en 1.1/30/2017 _/M the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate pose r//�� N Alpine, a division of I,.Build G OREGON BC LL 0,0 PSF CA—ENG PBC/RTT drawing, n9 sspinacoS Group Inc.shall not he respond ham for any deviation from this any A brace to f tru the truss in conformance with ANSI/TPI I.or for handling. shipping, �lY 94,apOw TOT.LD. 42.0 PSF SEQN— 267404 AN RW COMPANY ,nwtail.tien a bra�Iry of vaawaa. . A tel on this Arming or cover tags listing this dreing, Indicates.od.ptYwe of professional engineering 4 responsibility solely to the deign shown. The suitability end lwe of this dreoleg for any structure Is the V Sit a��y� DUR.FAC. 1.15 FROM 1 KE &151&ovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. \. - SaatmeldgCA95828 for more information is job's general notes Page and those web s SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:ewe.a Ip,net tw.com: TPI strove ipInst.org; RICA:awe.sbcindusiry.cos; ICC: was.iccsafe.org Renewal 6134120/8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- 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 68 plf at -1.00 to 68 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.00 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 7.94 DL=6.0 psf. BC- 35.94 lb Conc. Load at 2.00 BC- 40.36 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 74.23 lb Conc. Load at 6.00 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. il 11-11-10 I R=102 10 2-2-0 0-7-8J —1-- 10-1-2 i 3X5(82)(R) III l< 1 ' >Lc-----1-10-3--.. .=-------6-1-1 ,1 7-11-4 4 7-11-4 Over 3 Supports } R=217 U=11 W=5.5" R=141 k. Design Crit: I RC2012/TPI-2007(STD) ,Ir' PRoi ,s Truss CPLT omponents nenyave ofOregon (503)357=1118 FT/RT=296(096)/4(0) 16.01.,(f�kr Es1+�iV.."t p2 TCORLL/1/ 25.0/PSF REF Scale R7175-/98225 po •'. FURNISH READ AND NG TO/ALL NOTES RA ON THIS DRAPING, 825 N 4th Ave,Comelius OR 97113 "Iw oxrANr" FIANIISH ThIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $3294PE p Trusses require netreme Dora In fahr,rating, handling, shipping, installing and breninrl. Refer to and follow te 000''TDL 7,0 PSF DATE 11/29/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to p hg l those 1pro properly attached Installers structural Pshe to egu�xr o b g Per all aver lase rested othmNioattached .ligib1 — op chard shall have proparly a t ehetl st nal shaathi,g and bot hoed shall H a properly attached O rigid ling. Locations shown r permaner,lateral restraint f b shall hew bracing Installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 17333080 ■1^ AI N E ager ons BS, ai or BiUunless as oteliother e. R quiets t..ramwing r160A-I for and rd Lauri as anion above and un 11/30/2017 ' the Joint Details, unless notetl otherwise. Rater to drawings,60A-Z for standard plata Positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing. any nailere to build the truss In conformance with ANSI/TPI 1,or for Handling, shipping, / /C TOT.LD. 42,0 PSF SEQN- 265906 power AN ITW COMPANY Irwimllatlwn a bracing of trwssas. �i, A seal RR this droving Sr powpage Inning this drawing, Indicates sowaptenbe of professional engineering 4 LY 14,20 to responsibility solely ter the design shown. The suitability and use of this drwlrg for any structure Is teaV$�'���n•, DUR.FAC, 1.15 FROM I KE Bu . 8351 RWBNd Circle responsibility of the ilding Designer per ANSI/TRU 1 Se0.2. Sacramento,CA 95326 nor mare informationsvc ,w,s job's general s pogo and t ern SPACING 24.0" JREF- 1W6C7175Z11 ALPINE ww.olpioeiva.eom;TPl,wwa tpinst.org;Nmrs TCA:waw.sbeintry.com: ICC:aeww,iccsare.org Renewal 8130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - EJ2 ) Top chord 2x4 HF #2 120 mph wind, 22.07 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. 13-9-10 R=131 U=43 /r- 3-10-0 0-7-8 51111•111f 0-3-2 3X5(62)(R) III L, 1 ' 3-10-3 4-1-1 >1 7-11-4 c 7-11-4 Over 3 Supports R=290 W=5.5" R=144 RL=91/-40 Design Grit: I RC2012/TPI—2007(STD) eEO PROi .+ IN PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,4,0 glF� "Y. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 **WARN IND!"• READ awD FOLLOW w ALL NOTES ON THIS mlNcl ((� �Q ,D TC LL 25.0 PSF REF R7175— 98226 825 N 4th Ave,Cornelius OR 97113 awINDORTANT ND FU FURNISH THIS DRAWING TO ALL CONINACTONS ILUDING TIE INSTALLERS. 832li4PE Trusser require extrema rare in fabricating handling, shi Pill ng, installing and bracing. Refer to end follow tlw latest edition of BCSI (Building Component Safety Information. by TPI and NrCA) for safety practices prier /"... DL 7.0 PSF DATE 11/29/17 w performing these function. tinstallers shell provide emPo,ery blecirg Par'B0SI. Dol..entwta.u[lw,'wisern top chord shall have properly attached structural sheathing and bottom chord shall nave a properly attached rigid ceiling. Locations shown for permanent lateral int of Webs shall Dave bracing installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 17333070 tl s BS Bi tar 610, es applicable. Apply pia each race of trussand,U%11-1011 es clown abuva and u 11/30/201 7 A o1Q� the`Jooint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0,0 PSF CA—ENG BFR/RTT �=1 r Alpine, a division of ITN Building Components Group Inc.shall t be responsible for any deviation from this OREGON drawing, any failure to bund thetree in conformance with ANSI/TPI 7, or for handling, shipping, a gyp, �e TOT.LD. 42.0 PSF SEQN— 265900 AN rrW COMPWPIY installation a bracing of uaasoswwe. V- • A seal on this droving or cover page listing this drawing, indlo.tes.ee.pt nes of proMsiollol engineering 41144'14,20 responsibility milady for the design sheen. The suitability and one of this drawing for sly structure Is thee s DUR.FAC. 1.15 FROM 1 KE acr 8351 ROvaw Circle responsibility or the Building Designer per ANSI/TPI 1 Ssc.2. a'!Tall ' SNhenW,CA95828 For more s ,en notes his Job's general s page and` woo i SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:www.uipina,tw.coa: TP1. ww,tpinet.org: WTCA:was.sbcindustrY.tom, ICCswww.iccsore.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - EJ3 ) Top chord 2x4 HF #2 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #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. ,,/ 25-5-10R=185 U=73 5-6-0 0-7-8 iEMINIIIIMIMIN J 0-3-2 1 3X5(82)(R) III L1 '>i< 5-10-3 >< 2-1-1- P7-11-4 7-11-4 Over 3 Supports R=362 W=5.511 RL=132/-51 R=149 Design Crit: IRC2012/TPI-2007(STD) AO PROF S PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01 .P(A F11�F s/0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 ..VIVE INGlww READ AND FOLLON ALL NOTES ON THIS DRAWING! (J (G �A�l Z� TC LL 25.0 0 PSF pow 1 ••IMPORTANT•' FURNISH THIS DRAWING TO ALL WNTMcToRs IICLNDIND TIE INSTALLERS. 83294PE REF R7175- 98227 825 N 4th Ave,Cornelius OR 97 13 _ Trusses s require extreme r in-fang Comporien Safety I shipping, installing a, bracing. Refsafety rp r any.prior .•°'" DL 7,0 PSF DATE 11/29/17 the latest edition of DCSlr(Building Component Safety Information, by TPI and NTCA)rtor safety practices prior u performing these ILnct,urs. lnewlier'aotherwise.shall provide temporary bracing per HCSI. Unless rested otherwise. Cop 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 Shan have bracing Installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 17333069 a B,. N/or Nw, es ePPlicable. APP1Y Plates to en,. rete or leu -and pose tion es shown above and o 11/30/20 1 7 AAIL.��)�^ 1 tre` rdraw nga 1AOA-zfar'sta�artl Plata P-ria=. BC LL 0.0 PSF CA—ENG BFR/RTT '`-1 ' V �—, 7.-',....t..:::::;..-:',7,-;:7,.::=7...„::z..::Inc. shall rot be responsible for spry dav;atlon from this OREGON drawing, any failure ci to build sthece truss inconformance with ANS LTPI ,, or for handling. shipping, ' TOT.LD. 42.0 PSF SEQN— 265902 AN iTWCOMR4NY installation a bracing of troaeae. CY 14,211 _ A seal on this drawing or wirer pp.listing this&swing. laciest..acceptance of proM.lonel engineering y 8351 Roma Circle responsibility eeponeihl lit,oriethe for the BuildingTier per�I/7Pit.bi .2 sae,.e of this drawing for aro structure is ne *sell Tall OUR.FAC. 1.15 FROM I KE Sacramento,CA 954.28 roe more information his job's w b's gonorel a page and thbaa wbbSi SPACING 24.0r' JREF— 1W6C7175Z11 ALPINE:www.alpineitw.comtw TEl ,w.tpl i t.org; WTCA:w .abcindustry.cem; ICCswww.lccsafe.org Renewal 6/3012018 THIS DMIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - SJ1 ) Top chord 2x4 HF #2 120 mph wind, 21.24 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=44 U=21 11 *22-1-10 1 10 2-2-0 0-7-8 L +0-3-2 R=36 3X5(B2)(R) III L1-0-0,14_1-10-3 0-2-9- 1-11-4 Over3 Supports R=178 W=5.5" RL=52/-30 Design Crit: IRC2012/TPI-2007(STD) ¢O®PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x` • G f ' OR/—/1/—/—/R/— Scale =,51'/Ft. Truss Components of Oregon 503 357-1118 ';WARM IMDI••READ AND FOttaM ALL NOTES ON THIS DRAWING! REF R7175— 98228 po ) 825 N4th Ave,Cornelius OR 97113 ••I +T FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 11E INSTALLERS. ��� 83284PE 9 TC LL 25.0 PSF T quire extreme.core,n faun rat ng, handling, shipping, installing and brar'nr,. Refer to and follow �,,,,. DL 7.0 PSF DATE 11/29/17 the 1 edition or DCS/ (Building Component Safety Information, by TPI and WTCA) for safety practices prior - to performing these runt/form. Installer. provide a " Y bracing per aLades. d aadn. 41111111111 topchord hal have properly attached structural eheathngand bottom chord shall have properly attached rigid II-ng. Locations M1own for lateral restraint bshall have bracing installed per BC BC DL 10.0 PSF DRW CAUSR7175 17333075 — .. -tl! tl(or-tl10, ns nppl ieaLl n. Apply plates to each � Lr and purl Ll -shown above end u n1 PO N the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 11/30/2017 BC LL 0,0 PSF CA—ENG BFR/RTT A ll�—. Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this OREGON drawing, any failure to bund the truss in conformance with ANSI/TPI 1,or for handing, shipping, = TOT.LD. 42.0 PSF SEQN— 265897 AN ITWCONWANY installation a bracing of trusses. 10 . A mei on this drawing Sr saver pegs listing this drawing, indicates.00.ptenS.or professional engineering LY ,20 responsibility solely for the design shown. The suitability end use or this drawing The any structure is the 4S+�e�j1,T r t® DUR.FAC. 1.15 FROM I KE 8351 Rovana CITde responsibility of the Building Designer per ANSI/TPI 1 5eb.2. SacrameMo,CA95828 For more information see this job's ., general notes Pages and t web s SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:www.alpineitw.com TPI,ww tpi t.org; 119-CA:www.sbcindustry.'uom; ICC: www,isesafe.erg $gligEtyT18180/201B THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - SJ2 ) Top chord 2x4 HF #2 120 mph wind, 22.07 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=113 U=48 1� 3-9-10 3-10-0 10 0,d 0-7-8 g-iE X20-3-2 i R=40 U=3 y` 3X5(B2)(R) III Lc.:I-0-0„L,__1-11-4 2-0-7---- 1 3-10-3 Over 3 Supports R=229 W=5.5" RL=91/-40 Design Crit: 1RC2012/TPI-2007(STD) ¢Ei)PR0pk. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .f B ' G F Si0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Compobents of Oregon (503))357-1118 ••�ARNINGI"" READ AND FOLLOW ALL IbTESoNTHIS DRAWINGI 0 4a �' Z TC LL 25.0 PSF REF 87175- 98229 825 N 4th Ave,Comelius OR 97113 •.I TAMtra FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 83284PE 9 Trusses q r.rre a errs fare in fabricating handling, shipping, - al a nn and bracing Refer r. and follow ha the latest edition of BCSl (Building Component Safety Information, by TPI and PICA) for safety pracfollowt sea Prior lel. owe DL 7.0 PSF DATE 11/29/17 u Performing these lencliohs. Installer small provide temporary biotin,Per BCS1. Urlcse noted olherwrse, to cloud shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 17333074 rigid ceiling. Locations shown f-or permanent lateral restraint of webs shall have bracing Installed per BC .lions BJ, B/or B10, as appliceble. APPIy plates to each l'ac'e or truss and position as shown above a.u A 1 L [J N E . ..lions Joint Details, unless noted otherwise. Refer to drawings.60A-z for standard plate positions. un 1 1/30/20 17 IL _� ) BC LL 0,0 PSF CA-ENG BFR/RTT Alwin, a division of ITN Builhs g Components Groan Inc.el ah ail not.be responsible for am deviation from u OREGON drawing, anyfailure to build the truss in conformance with ANSI TpI ,.or for handling, shipping, C TOT.LD. 42.0 PSF SEQN- 265898 AN rrWr,.OMR4NY installation a bracing of trusses. A...l en this dressing or saver page listing this drawing, indicates.00.pt n..of prof delanei engineering 4 SLY 14,20� responsibility solely roc cps design shown. The sultabilIty end use of this dr..lrg tar any structure Is the S'SQ!!Tare i DUR.FAC r 1.15 FROM I KE 8351 RDeanaCirde responsibility or the Building Designer per ANSI/TPI 1 s.e.2. Sacramento,CA 95328 For more information this job's general r Page and those web SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:www.alPineite.comtTPl fnn,w.tpl thong,WTCA:www notes Indus ry.com: ICC, i w,w,icesare,org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - SJ3 ) Top chord 2x4 HF #2 120 mph wind, 22.91 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=174 U=74 1 :I5-5-10 10 5-6-0 _I__ , 0 ': 0-3-2 R=74 U=23 Y 3X5(82)(R) IU li-C-J<1-11-4>LE 4-0-7 .I 5-10-3 Over 3 Supports—H R=263 W=5.5" RL=132/-51 Design Crit: I RC2012/TPI-2007(STD) iiED PROA„ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' B G f -S% OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 •.WARN INGI wa READ AND FOLLOW ALL NOTES ON THIS DRAWING! e ,� (n 825N4thAve,ComeliusOR97113 weI�RTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �/ 7' 'L TC LL 25.0 PSF REF R7175- 98230 Trusses require extreme ra in fabricating, handling, shipping, installing end Ors,ng. Refer to end follow 83294PE 'D the latest edition fBCSI(Building Component Safety lnrarmatirm, by TPI and WTCA) for safety practices prix era owe."' _ DL 7.0 PSF DATE 11/29/17 to perrurming these Ium:Lio.s. Installer shall provide temporary bracing per BUS/. Unlessnnated otherwise,' • cop chord shall have properly attached structural sheathing and bottom chord shall h a properly attached rigid calling. Locations shawl for permanent lateral restraint of webs shall have bare irg installed per BCS BC DL 10.0 PSF DRW CAUSR7175 17333073 A s 83, Bl or tl111, nn nVVl,a:nLle. Apply plates W ranch race yr truss and position as shuwti above arN 11/30!2017 I sections 3. Br or B10, a rated otherwise. Refer es draw! aceA-2 trusstanda rd tete A�L�)�N """"a BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITW Bulitling Components Crop:Inc. shall ,at be rasponslble for arty deur:::..from this OREGON dnstall any failure to f tru the trona .n conformance with ANSI/TPI ,,o for handling, shipping, /3 c TOT.LD. 42.0 PSF SEAN- 265899 AN rrw r.AMR41V`f cawing. any bracing or eld the. �µ- . A said on this drawing or cover paw listing this drawing. Indlo.ta..oeptanoe of professional engineering ee ZLY 14,20 responsibility solely for the design shown. The suitability and w of this drawing for any structure is the .4:1:11:121:;7114:4/// P r•�® DUR.FAC. 1.15 FROM IKE 8351%Nana Circle responsibility of the Building Designer per ANSI/TPI ,See.2. 81`1'«T'a'i SNfehfiTACA9582s for more informationthis ob's gonanel nacos page and those soh a SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:wew.alpine,te.com tsTPI, WTCA:waw.sbcinmustry,coo, ICC: wwoccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - SJ4 ) Top chord 2x4 HF #2 120 mph wind, 21.24 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=44 U=21 �lj 22-1-10 10 I T 2-2-0 0-7-8 -17 ��� 0-3-2 . • • R=37 3X5(B2)(R) III 1...c -o 1 -o_I_ _1-10-3�0-3-5 --... 2-0-0 Over 3 Supports r -1 R=179 W=5.5" RL=52/-30 gso PROP Design Crit: IRC2012/TPI-2007(STD) Q S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.•i • c bNk- S� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5031357-2118 •41ARNINGIsa READ AND Faux ALL NOTES ON IRIS NwIINDi ki F,S, TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IWpoRrwr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 83294PE 9 REF 87175- 98231_ Trusses require f extreme ems, re in fanrinating, handling, snipping. Installing and ironing. Refer to ane follow ti . ' DL 7.0 PSF DATE 11/29/17 the latest edition ofBCSl (Building Component Safety Information, by TPI e.WTCA) + safety practices prior to pchordmr these 1propionn. Installers provide man' Y b Ai par BCSall Uhl... ted otherwise. .' top chord shall hada properly attached structural sheathing and b nerd anon haveproperly acrathaa DRW CAUSR7175 17333088 rigid ceiling. Locations shown for permanent Mate I in f b hall have bracing installed per BCSI C DL 10.0 PSF .. -ectiurm Bd, BY ur BIO, ae applicable. Apply plates to neon faun u, trussand position as sawn above nod u, 11/30/2017 p101 ^ I� tl� pint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT f=Ill—,1� ' V Alpine, a division of IT.Building Components group Inc.shall not be responsible for deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, ehi ppb rg, !rw AN ITWCDMPANY installation a bracing of trusses. `Ztr 14,20 ‘0 0 TOT.LD. 42.0 PSF SEQN- 265971 A til on this draping or sorer page listing this drawing, indlwtee s000prafoe of professional engineering esponsi bi i ittyy ofleely for Building assign �r suitabilityANSI/TPI and use of this drawing for any structure is the *sell Tao.-t DUR.FAC. 1.15 FROM I KE 8.351 ROME Circle r Sacramento,CA 95828 far more information is job's general no page and those ono SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:ww.alpbneitw.comCTP1:waw.tpinet.org;uITCA:www notes ICC5wwaTccsofe.org Renewal 6130/2018 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - CG ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x6 DF-L #2: TC- From 0 plf at -1.41 to 66 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 11.10 120 mph wind, 23.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 0 plf at -1.41 to 5 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 2 plf at 0.00 to 2 plf at 3.47 psf. BC- From 2 plf at 3.47 to 2 plf at 11.10 BC- 118.09 lb Conc. Load at 2.66 Wind loads and reactions based on MWFRS. BC- 316.83 lb Conc. Load at 5.49 BC- 500.25 lb Conc. Load at 8.32 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 1 r 1 3X5 3X7 5-11-0 7-2-0 7.07 f /� igin II awn21-6-2 _AA Il 4X5= 3X5(R) III 40- 1-3-0 0-7-8 iii1_-' 20-3-2 r 3X5(B1) ---e 3X5 3X5 III L1-5-O.1 3-5-11 4` 3-9-12 3-9-12 'I` 3-9-12 3-9-12 3-5-11 -I` 7-7-8 11-1-3 Over 2 Supports R=538 U=87 W=7.028" R=574 U=114 O PRO E F Design Crit: IRC2012/TPI-2007(STD) ff,� FS PLT TYP. Wave FT/RT=2% O% /4 0 16.01.►� ( ) ( ) ©6N EppA S OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-1118 "WARN INGI•• RFA AND FOLLOW ALL NOTES DN THIS DRAWING! (Ce 'T y TC LL 25.0 PSF 825N4th Ave,ComeliusOR9713 "IMPORTANT" FIANISNTHIS WWINOTOALL CONTRACTORS INCLUDING TIEINSTALLERS. 83294pE REF 87175- 98232 Trusses require elm re in fahrinatlnn, handling, shipping, installing eTPl and NTCA) for safety practices prior talliand Or-ening. Refer to and follow the latest edition ot.frBC51(Building Component safety Information, by /' DL 7.0 PSF DATE 11/29/17 L.performing these runotlers.attached Installers hall provide Lamp.. Y bracing per BhSI. Unless rested otherwise.114164, ... - top chord shall have properly a tached ural sheathing and Cott herd shall have a properly attached 'dr r Pe lateral restraint - o hall have bracing installed ea par Bcsl :C DL 10.0 PSF DRW CAUSR7175 17333096 rig ceiling. Locations shovel s B!. B/ur.B10, as applicable. Apply plates to each rape or crus and position as shown above and ori 11/30/2017 ' theJointDetails, unless noted otherwise. Refer to draw' 160A-Z for standard plate positions. A(1-,L�)0 N Components Inc.she be r p a e any BC LL 0.0 PSF CA-ENG BFR/RTT Alpine a division of ITN Building the g truss i na s Group Iric shall or for for arty deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or Tor handliinl, shipping, AN ITW COMPANY anatal ration a,bracing of trusses. SLY 14,so44 0 TOT.LD. 42.0 PSF SEQN- 265968 aw . A...I on this drawing or coves page listing tils drrIndicates lrp, acceptors.or prof.elon.I ergin..ring responsibility solely for the design Sloan. The suitability and r. roU..2. us or this drawiro for aro structure I.the S'Se 11 Tan t DUR.FAC. 1.15 FROM I KE 8351 Rmare Circle r..poIbl I Icy of the But ldlD..Igr.r par ANS1f1PI I Sacramento,CA9ssza or more Information ntpase a gonorai notes cage a the.wpb sites; m.alPineitTPI: . ssong% ndu YICCwww.icceofe.org Renewal 8/3012018 SPACING 24.0" JREF- 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - CJ1 ) Top chord 2x4 HF #2 120 mph wind, 21.24 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 UI /10r--Aii 1 2-2-0 11 0-7-8 0-3-2 4 Ili T 3X5(82)(R) III R=59 U=16 1< 1' >1 I. 1-6-11 j� 1-8-7 -1"12 1-10-3 Over 2 Suprts R=178 W=5.5" RL=52/-30 Design Crit: I RC2012/TPI-2007(STD) ���EO PRO�� s LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .x'% I N E . 'leOf OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 weWRNANDRAWING!11ING1ea READ D FOLLOW ALL NOTES ON THIS DRAWING! 83294PE w7 TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 °a1 TANT" DRAWING THIS DIING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF 87175- 98233 Trusses require extreme emu rngnge re in fehrinetin0, handling, shipping, in haling r and h ening. Refer to and follow C IL 7.0 PSF DATE 11/29/17 the latest edition ofBCSl (Building Component Safety Information, by TPI and RTCA) for safety practices prior to performing these functions. Installersshall provide temporary bracing per BCSI. Unless noted otherwise. u _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached w rigid telling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 11/30/2017 :C DL 10.0 PSF DRW CAUSR7175 17333098 s 81, B1 ur 810, as applicable. Apply plates to each rate or trussand position as sfswm1 above and u theJointDetails, unless noted otherwise. Refer to draw' 160A-Z forstandard piste positions. A���N rte—' "ha p o°any OREGON :C LL 0.0 PSF CA-ENG BFR/RTT Alpha, a division of ITN Building Components Croup Inc.shall not w responsible for arty ipping.nn from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, slilppiig, W C. AN I1COMA4NY installation&bracing of trussos. ,p fZIY 14,16 te1 TOT.LD. 42.0 PSF SEQN- 265958 ...I. A al an this drawing or aping paps listing this dreens inp. Indicates acceptance of prafeoslal engineering V responsibility solely for the design shown. The suitability end use of this drawing for any structure is the sell Tar'_ DUR.FAC. 1.15 FROM I KE 8351 Roma Circle responsibility or the Building Designer per ANSI/TPI 1 Sea.2. Sacranenit,CA 95828 rtr'mornion 1a job's goners, no page and t woo Renewal 6/30/2098 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:eww.alpinehtw,com information Swww cpinet.org;NfCA: waw abclndustry.uom, ICCs wes.iccsofe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - CJ2 ) Top chord 2x4 HF #2 120 mph wind, 22.07 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 :W1 2x4 DF-L #2: 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 1 3X5 j 4I 2-7-0 10 I 3-10-0 11111111MA 4_21-6-2 .11111111111 /1"16.- 3X5(R) IN 1-3-0 0-7-8lt5 111 3X3 :, 0-3-2 V 1 1.5X4 III 3X5(82)(R) III L 1 ' Ec 2-6-01-0-11_I;; 2-6-0 1-4-3 2-6-0 —I` 1-4-3 F 3-10-3 Over 2 Supports R=255 W=5.5" RL=91/-40 R=158 U=38 00 PROp- Design Crit: IRC2012/TPI-2007(STD) 4. S'4" PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .44°4 Ql N EF �O$ OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-5118 "`rAkNIMGi" READ AND FOLLOW ALL Mores ON THIS wWINGI (4 83294PE 'Q TC LL 25.0 PSF 825 N 4 Ave,Comelius OR 97113 •`I +TANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. REF R7175- 98234 Trusses requires extreme ems care s in fabricating, handling, shlPping, in falling and hraniml. Refer to end fellarc _ C IL 7.0 PSF DATE 11/29/17 the latest edition nofOCsl (Buildirg Component Safety Information, by TPI and grCA) for safety practices prior to perrurwing thew Itectnuns. Installers shall provide temporary Urea/raj pe,BCSI. Unless huLed otherwise, top chord shall have properly a[tached structural sheathing and bottom chord shall have ve a properly attached 1 rigid calls rig on , Locations shave Tor permanent lateral restr int of webs shall have bracing installed per BCsl 11/30/2017 :C DL 10.0 PSF DRW CAUSR7175 17333100 f• - s Ba. B/ur B10, as a,01c:shim. Apply',laws to us, race or trussand gran Liun as shaven above,and u .i1LM1 N the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. OREGON :C LL 0,0 PSF CA-ENG BFR/RTT ' 'L_,r-' Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this �a drawing, any failure to build the truss in conformance with ANSI/TPI ,, or for handling, shipping, 4 `ZLY 1 4,2Ot>S� t� TOT.LD. 42.0 PSF SEQN- 265961 AN ITW COMMNY Installation A bracing or trusses. • A seal on this drawing or cover page listing this drpinp, I,sfleetp acceptance of prefWlydlal engineering S respeplbility solely for the design shown. The suitability sial use of this drawing for any structure is the 8011 Tan�- DUR.FAC, 1.15 FROM I KE 8351 Ruva1la Circle responsibility or the Building Designer per ANSI/TPI 1 Sena. o^acrameNo,CA 95828 r„ mor,: information soo this job's genoral notos page and those sob siRenewal 6/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE:sww.alpineitw.com; TPI:was Aw t.or9;'MA:www.sbcirdustry.com,; ICC: waw.lccsare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - CJ3 ) Top chord 2x4 HF #2 120 mph wind, 22.91 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 :W1 2x4 DF-L #2: 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 .5X411 / / A 10 (` 3X5 4-3-0 :;2A1. 5-6-0 �I _rte i1 11 ■i 21-6-2 i 3X5(R) III 1-3-0 0 !m�M 3X3= 4.20-3-2 3X5(B2)(R) Ill 1 .5X4 11 2-6-0 m 3-0-11 3-43 I� 2-6-0 —I- 3-4-3 - F 5-10-3 Over 2 Supports—� R=339 W=5.5" R=250 U=62 RL=132/-51 V PROF Design Crit: 1RC2012/TPI-2007(STD) 4'. FSs PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.14% t4 N e4 �0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 "RIMMING t•• READ MD FOLLOW ALL IVIES ON THIS RRAWINSI 83294PE 'Q ITC LL 25.0 PSF REF R7175- 98235- 825 N4th Ave,Comelius OR 97113 ••INPORrANT•• FURNISH THIS LINO TO ALL CONTRACTORS INCLUDING TME INSTALLERS• Trusses require extrema care in fabricating. ha./ing, orippion nllinv,a,,i bracing. Rater to ace rol /" C I L 7.0 PSF DATE 11/29/17 the 1 -tion of BCSI Bel in fa rico Safety I Y t' by TPI and and b for safety Ref practices prior ....part-error ng these lune Lion, tInstall all provide temporary t g per IICSI. Unless rein.otherwise - rig Chard shall have pons rho attached al sheathingesti and b hors shall have n properly attached :C DL 10.0 PSF DRW CAUSR7175 17333086 rigid 'lira. havecros properly a for permanent structural lateral restraint t r b hall have brach rostellad ed wal ars BA, B/or Bill, ee applicable. Apply plates to eaell 1 a.0 of Iru and pew Liar'as shown above and on 11/30/2017BCSI /`AC])�^ ' the Joint Details, unless noted otherwise. Refer to drawings 16oA-z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/PTT �1 f—' ' V Alpine. a division of IT(Building Components Group Inc.shall not be responsible for any deviation from this .raving, any failure to bulld the truss in conformance with ANSI/TPI 1,or for marbling, shipping, AN ITW COMPANY installation A bracing or truaxa. III��G 44Y 14,201P cm TOT,LD. 42.0 PSF SEQN- 265963 . A awl on this drafting or oot.r paps I listing this drawing, Indicate eoo.pto.oe of prafMslofl engineering St 8351 Rwalla Circle responsibility solely fMol the Dei era per l�1 1 Sec.Y end use or this drawing ran.,On structure I.the ee tl Tan� DUR.FAC. 1.15 FROM I KE rupmaiEl lit,of G.for tl D..l Sacramento,CA 95828 for rearm 'nromwtioo la,nb=gnnralr Ursa a Renewal 6/30/2018 SPACING 24.0" JREF- 1W6C7175Z11 ALPINE: sww.alpineitr.com;TPI wsw C 'Ir plret.org;NiCA: ew.sb[:intlustry.com; ICC: s. wwic<safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A4CAP ) Top chord 2x4 HF #2 120 mph wind, 33.46 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 IC 8 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. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Refer to DWG P6115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. 4X5-- 4X5 10 7 ,o 10 r 1_B_7 0-0-7 _/1.. ��_ 0-0-7 �- ' ' 1 +32-5-9 i 2 4(D:R 0 3 5= 1 .5 4 111 X, (18') —2-0-0 2-7-8 4( 2-0-0---0.1 2-0-0 ._I- 2-7-8 ..I, 2-0-0 ,j I< 6-7-8 Over 2 Supports >{ R=91 PLF U=11 PLF W=3-3-12 RL=8/-8 PLF R=85 PLF U=9 PLF W=3-3-12 Design Crit: I RC2012/TPI-2007(STD) �Q.0)PROF&, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.te4 - 61 4 uv OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •'WARNINGI•• READ AND FOLLIA ALL NOTES ON THIS DRAWING! Al 825 N 4th Ave,Cornelius OR 97113 **IMPORTA • FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �n Zp TC LL 25.0 PSF REF R7175- 98236 Trusses require extreme r in fehrireting, hanti n ng, shipping, installing and bracing. Refer r. anti follow 83294PE _ the. latest edition of SCSI (Building Component Safety Information, by TPI and'ICA) for safety practices prior ,. _ DL 7.0 PSF DATE 11/29/17 u performing these u guns. Installs hall provide temporary bracing par.BCSI. limens noted otherwise. ,41164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permeneniulateral restraint or webs„hall have bracing installed per BCS BC DL 10.0 PSF DRW CAUSR7175 17333101 A L P O N n tlD Details, ur unl me applicable. Apply Wet..to each faun or fru and emelt.,late ns sbuwrn above aro un 11/30/2017 tAl`Jne, Derails, nose„noted otherwise. Refer drawings l not. forstandardplata any deviation BC L L 0.0 PSF CA—ENG BFR/RTT Alpin, a y division of TN ldithe-t usin Components Group Inc.with not w responsible,rads dppiatinn from this OREGON /� gnawing. any failure to band the-truss inconformance.Nth ANS./TPI ,,or for handling, shipping, TOT.LD. 42.0 PSF SE N- 266100 AN tTYV COMMM'( installation a ermine of traa�a. A mai on this drawing OP cover pegs listing this drawing, Indicates*oa.pram•of pretwlwvl engineering 4,s ILY 14,2844 SEQN- solely for the design shown. The suitability end nes or this drawing bar any structure is the DUR.FAC. 1.15 FROM 1 KE 8351 Raaie Code responsibility or the Building Designer per ANSI/TPI 1 See.2. Sell Tan!. Sacrum a CA958n For mord information his Esc general r a pogo and t ,deb Ii ALPINE:eww.elPineltw.camLTPI: wewr.tPin song; WTCA:vwsbcindustrY those ICC°`wtiw.iccsofe.org Renewal 6/30/2018 SPACING 24.0" JREF— 1W6C7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1117076--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 2 -- TIGARD, OR - A5CAP ) Top chord 2x4 HF #2 120 mph wind, 34.01 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 Wind loads and reactions based on MWFRS with additional C&C member 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. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. 4X5 2-9-9 0-0-7 A1UI 0-0-7 _ • 4 +32-5-9 r 2 Fr . 1.5X4M X' (18') l< 3-3-12 7,Ic 3-3-12 >I I, 3-3-12 —I— 3-3-12 —I 1 6-7-8 Over 2 Supports R=26 PLF W=3-3-12 RL=14/-14 PLF R=150 PLF U=20 PLF W=3-3-12 Design Crit: IRC2012/TPI-2007(STD) itEO PRoi PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .�� ��144 6-F SA) OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175— 98237 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT., FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING E INSTALLERS. .61 832114PE T Trusses require Fon-rime mn re in snbrirnting, handling, shipping, imrwlIirg and bracing. Refer to and follow .4 DL 7.0 PSF DATE 11/29/17 thL.e latest ed of BCslr(Buildirg Component Safety Information, by TPI and PTCA) for safety practices prior /"� ving noted • o P 'furwing hall have Iproprly Installers shall structural provide sheath ng porary and..bottom Per all ha e Unless properly otherwise. • _ 'I topchord hall neve Properly attached strurtural sheatM1lrg and b chord shall p operiy attacM1etl rigid -ling. Locations shown for permanent lateral restrain f D hall have bracing installed per BCI BC DL 10.0 PSF DRW CAUSR7175 17333102 A_go N theL one tlE, a/ur unless as applicable. Apply plates ra and rdspl itio save and 11/30/2017 the Dint Details, unlaes noted otherwise. Rarer to drawings 160A-Z for standard plata positions. BC LL 0,0 PSF CA—ENG BFR/RTT Alpine, a division of ITP amon from this Building Components Group Inc.shall t be responsible for any deviation OREGON drawing, any tailors to baud the trues in conformance withANSI/TPI ,,or for handling, chipping. wLr', q�0m TOT.LD. 42.0 PSF SEQN- 2661 02 /AN R'VV COMPANY installation 6 bracing of trussos. ''. . A.el on this drwing or cover pp.listing this drwing, indicate.acceptance of profession.'engineering 4 C respwuibi l ity solely for the design shown. T,.suitability and use of this drawing for any structure is the DUR.FAC. 1.15 FROM I KE 8351 Rovaln Circle responsibility or to Building Designer per AAS!/TPI ,s.=.2. Bell Tar • 8acramcrdo,CA95828 Far morin information sn is jobs genor.l nm page and t sob i SPACING 24.0" JREF— 1W6C7175Z11 ALPINE:wew.alpinei .corn; TPI:wawipinst.org;PTCA:www abclndustry.00m; ICCfww.iccsore.org Renewal 6/3012018 SLR Rei � 2ormg ve -nbe SL, bs Li LL , Lion T-Reinforcer'lent 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-Reinforcerientl or reinforcement method is desired, L-Reinf, ,. 4` 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. Alternative reinforcement specified in chart below may be conservative, INN For minimum alternative reinforcement, re-run design with appropriate INIII1 / \ Vt 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 scala(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. 11111 Attach with 10d (0,128"x3.0",min) nails 'm- 2x6 1 row 2x4 1-2x6 at 6" ac. Reinforcing member is a 2x6 2 rows 2x6 2-2x40() minimum 807. of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf. 1-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. I (Ill) Center scab on wide face of web. Apply (1) scab to each face of web. III NM X01 PRnpF`SS ,' ,AGtNFF �0 wwWARNINGRw READ AND FELLOW ALL NOTES ON THIS DRAWINGI �� 83294PE '9 TC LL OT'F REF CLR S u b s t. wwINPORTANTww FURNISH THIS DRAWING TEl ALL CONTRACTORS INCLUDING THE INSTALLERS. /'_ Trusses require extreme care in fabricating,handing, shipping,installing and bracing Refer to and 0,.,,./. .C DL PSF 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 shall provide temporary bracing per SCSI -'--'— --------- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord 11�30/2U17 :C DL PSF DRWG BRCLBSUB1014 '\\�;�:, .,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1-fI I, Or- )=ft (7 I i shall havebracingInstalled per BCS. andn t3, J or Det U applicable. Apply plates to each face / III—�I�I I�\II , of has and position al; shown abasesections B3, 7 or Details,unless Hated ply aOREGON BC LL PSFu �J i Refer to drawings 160A-Z for standard plate positions. J Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fromY17 gyp- TOT. LD. PSF AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, �4.Z installation&bracing of trusseee e`1!Ta 'i 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 hDUR. FAC. 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, Renewal 613W2018 SPACING ALPINE, www.olpineitw.coml TPI,www.tpinst.orgi SBCA, www.sbclndustry,orgi ICC, www.iccsafe.org ›E — ID Frame De -to.i� s _ Hip Frame W4X4, Min, B - I -1 I 4 r, 24" III WEIIIIIIMININIIIII common --_ III wAiiimmanall Trusses Typ. W1,5X3 .4.41, $ r Typ, - ill ���/lir ��"ii�i�i�*� Stepped Hip U ,d1U11U��IJUu`i��IU System Trusses 2x4 Chords 9 1111 ' 2x4 Purlins 11��0.1.�;.;11��;`���� IIhTi �I�r11111 iinIM 1i���� iii"711.11iiiiiiii..11.1iiiirj #1 Hip Setback 111 ILPitched and Sheathed Chord Area .....A Hip Frame* B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3") W3X4, Min, Hip Frame, 'R' common nails, Bottom chord of 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 �s/"- T� Hip Frame jacks to maintain pitch continuity, Section B- B * Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit, - - purlins must be intact and properly attached, H Setback Stepped Hip System Trusses l 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, Struc .-.i . .v Is must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To .R . .11- c'•Y,^s ns. 46111 5 �O ■wWARNINGww READ AND FOLLOW ALL NOTES ON THIS DRAWINGIaMlijjillMk' REF HIP FRAME wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in Fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BM (Building Component Safety Information,by TPI and SBCA) for safety la 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 chord 11/30/2017 DRWG HIPFRAME1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /�I� N I I shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face /� I I i I)` —; of truss and position as shown above and on the Joint Details,unless noted otherwise, OREGON I`—�ILJ. L Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 3014,20 /� � AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, (e.,„,� 1 ,20 t V installation 6 bracing of trusse A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional . yell Tar engineering responsibility solely for the design shown. The suitablity and use of this drawing 13389 Lakefront Drive for any structure is-the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more Information see this Job's general notes Renewal 613012018 Earth City,M083045 ALPINE1 www.alpineitw.comi TPD www.tpint.orl SBCA, www.sbci dust y.orgle ICC,wwwlccsaFe.org 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 w (1) 2x4 "L' Brace * (2) 2x4 "L' Brace ** (1) 2x6 'V Brace * <2> 2x6 °L' Brace we 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: C • Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5" 14' 0' 14' 0" 14' 0' 14' 0' #i / #2 Standard #2 Stud #3 4' 4` 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4" 14' 0' 14' 0" 14' 0° 14' 0' #3 Stud #3 Standard O t— Stud 4' 4" 7' 2' 7' 7' 9' 1' 9' 5' 10' 10° 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF 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 PinewAw CU #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 ___J stud stud 5 P #2 4' 7' 7' 10' 8' 1" 9' 3' 9' 7' 11' 0' 11' S" 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2° 10' 11' 11' 4° 13' 6' 14' 0' 14' 0" 14' 0' ccDFL Stud 4' 6° 6' 6" 6' 11' 8' 9' 2" 10' 11' 11' 4' 13' 14' 0" 14' 14' 0' (IsStandard 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 S P F #1 / #2 5' 3" 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0" 14' 0' 14' 0' Hen-Fir - #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 L U N 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 Cur- r l , Standard 5' 0' 7' 6" 8' 0" 10' 1" 10' 9° 12' 5" 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Or-Larch Southern Plneew■ #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1" 12' 8" 13' 2' 14' 0' 14' 0" 14' 0' 14' 0' 1.111111311111111111 #1 SP #2 5' 3' 8' 11' 9' 3" 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0" 14' 0" 14' 0" 111111131.11.111 #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6" 13' 0' 14' 0' 14' 0" 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). I Stud 5' 0' 7' 11' 8' 5" 10' 6' 10' 11" 12' 6' 13' 0' 14' 0' 14' 0" 14' 0' 14' 0' 0J r—I L ***For 1x4 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 o 141 / #2 5' 9' 9' 10' 10' 2° 11' 7" 12' 1' 12' 7' 14' 0" 14' 0' 14' 0' 14' 0° 14' 0' values nay be used with these grades. CS SPF #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 L7 U H 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, O1 Standard 5' 6' 8' 8" 9' 3" 11' 6' 11' 11" 13' 8' 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" Provide uplift connections for 70 plf over x 5 P #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 TC Dead Load>. d #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 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, D F L Stud 5' 8' 9' 2" 9' 9' 11' 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' AboutAttach 'L' braces with 1Od (0.128"x3.0' min) nails. ifj `, I )1E For (1) 'L' brace, space nails at 2' o,c, able Truss rj irI '� in 18' end zones and 4' o.c. between zones. �� **for (2> 'L" braces space nails at 3' o.c. Diagonal brace option � _ T vertical length may be In 18' end zones and 6' o.c. between zones. doubted when diagonal 18' :I( � � 'L' bracingmustbeaminimumof80% ofwebbrace is used. Connect Iri'., 0memberlength.diagonal brace for 3859 "L' L _s�`at each end, Max web Brace �;� Gable Vertical Plate Sizestotal length Is 14', -�- r Less than lq Length 1X4 Splice 2x4 DF-L #2 or Greater than 4' 0', but better diagonal r + less than 11' 6' 2X4 Vertical length shown brace; single 18, or double cut + © Greater than 11' 6' 3X In table above. I I + Refer to common truss design for 45° <as shown) at n� L_ � _fT f1 i 4 upper end. ll f U L1- //� •. I ib.., peak, splice, and heel plates. / / / / �on tlnuous Bearing:,/` / / Refer to the Building Designer for conditions Connect diagonal atill _VV 415 not addressed by this detail midpoint of vertical web. Refer to chart above for m. .' - t. i iiGp� wwVARNIN1GI w READ AND FOLLOW ALL NOTES ON THIS DRAVINGI �0 b�T����CC /� REF ASCE7-10-GAB12030 wwIMPORTANTe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 83294PE Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and DATE 10�01�14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA>for safety mac" 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 DRWG A12030ENC101014 '- w., shall have a property attached rigid telling. Locations shown For permanent lateral restraint of webs 1- 1j'- p 1 shall have bracing instated per BCSI sections 83,B7 or SIO,as applicable. Apply plates to each face 11/30/2017 //1 I I i i 1)-I I i t of truss and position as shown above and on the Joint Details,unless noted otherwise. �/—L—' I1�ILJ, u v I Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITV Building Components Group Inc. shall not be responsible For any deviation from AN ITW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI ,or for handling,shipping, p 49/1. 4 17 rw Installation a b 1 racing of trusses. 9 ,10� ® AX. TOT, LD. 60 PSF A seat on this drawing or cover page listing tills drawing,Indicates acceptance of professional see '� engineering responsibility solely for the design shown, The suitability and use of this drawing eeII Tar` 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 FormoreInformation see this job's general notes page and these web sites MAX, SPACING 24,0" ALPINE w w.alpineltw.com)TPI, G .o www.tpinst.org)SBCA,www.sbcindustry.org) ICwww.lccsaferg Renewal 6!3012098 Gable 3e , ail For Let—in Verticals Gable Truss Plate Sizes About © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. it ()Refer to Engineered truss design for peak, INN,,,,,, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable I'll,'ticalExam le• 2X4gthp • p. 2X4 1 2X8 T' Reinforcement Attachment Detail "T" Reinforcing 'T' Reinforcing Member Member © Toe-nail ,1 - Or - X End-nail O © To convert from 'L' to "T" reinforcing members, multiply 'T" Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable °T" reinforced gable vertical 10d Common (0.148'x 3,',min) Nails at 4' o.c, plus length is 14' from top to bottom chord, (4) nails In the top and bottom chords. T. reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of the `L' reinforcing member. l0d Common (0148'x3',min) Toenails at 4" o.c, plus Web Length Increase w/ "T" Brace X 4 Nails ,\ X (4) toenails in the top and bottom chords, "T" Reinf, .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing -.� wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 GTrbss,N, 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 A11530ENCI01OI4, A1203OENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC1010I4, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2' See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 4 Malls X X 1 Ceiling ,cV 0� PROPk.tttb �y _AG/NFA 'p wwtARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI (• 4% ' REF LET-IN VERT welIMPORTANTwa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ljJ 83294PE Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and mow•^' 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 shall provide temporary bracing per BCSI. -- — -------- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char. DRWG GBLLETIN1014 , shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /"�(, 'l`(t lI I i shall have bracing Installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each face 11/30/2017 ----""---- /Q I�! 'I lul\\\V III i of truss and position as shown above and on the Joint Details,unless noted otherwise. U `V l Refer to drawings 160A-Z for standard plate positions. .�F�epN Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from /Sn7 AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, r' installation I bracing of trusse fe �tr14,20* 0 MAX. TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional {� .r� engineering responsibility solely for the design shown, The suitability and use of this drawing -en Tan DUR, FAC. ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Swc.2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renewal 6/3012018 MAX. SPACING 24,0' ALPINE:www.alpineltw.coml TPI.www.tpinst.orgi SBCA. www.sbcindustry.orgi ICC. www.iccsafe.org ASCE 7-10: 120 mD-), 30Mean Height, Closeo, Exposure C Common Resicential Gaole Eno Wino Bracing Recuirements - 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 psi, 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 lad box or gun (0.128" x 3", min.) nails @ 6" o.c. i I X ll I 1111 2X4 Blocking — nailed to latip 45° sheathing and --- 24' Max -.011--- --"RIF each .t -- each truss Gyp) H III 2X4 DE-L #2 - H/2 or better 11 diagonal brace. Attach each end \J//1--7 for 560#. II L) R R T ii - - - - i j i - I - - - fl / / / / continuous Bearing/ / / / / / - 2x6 #2 Stiffback attaStudcw/dC )010deach box or gun (0.123" X 3", min,) nails. y�°'�pPRtJF�SS_ C'3" �14G1Np'k.,Q Z ■wWURNISH READ AND FOLLOW AU.NOTES ON THIS DRAWINGI � REE GE WHALER an INPORTANTsw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /w�y 632$4PE 9 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and sL ../'- DATE 10/01/14 — follow the lotest edition of SCSI (Building Component Safety Information,by TPI and SBCA) for safety / practices prior to performing these functions, Installers shall provide temporary bracing per BCSL. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chor• DRWG GABRST101014 f-,,,it hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 11/30/2017 [[I 1, �l i i Il I 1 shall hove bracing Installed per BCSL and an B3,B7 ar BID, ns applicable. Apply prates to each face ON ------- 7,2i III—'�ifl ) \\��1 I Refer and position as forwn ondor and on {he Joist Details,unless nosed otherwise. 1/059 I Refer to drawings 160A-Z for standard plate positions, .i�U•�/[�'. AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �e this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, I_ '1(Y 14,2G ,O MAX. TOT. L D. 60 PSF' installation 8 bracing of trusse Y t • A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional S$ell Tao engineering responsibility solely for the design shown. The suitability and use of this drawing e 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect, Earth City,MO 83045 For more information see this Job's general notes page and these web sites, Renewal 6130/2016 MAX. SPACING ALPINE, www.alpineltw.com TPD www.tpinst.orgl SBCA,www.Sbcindustry.orgl ICC, www.iccsnFe.org Gable Stud Reinforcement Detail ASCE 7-101 120 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 Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 2x4 Brace (1) 1x4 'L' Brace 4 (1) 2x4 "L" Brace 4 (2) 2x4 'L' Brace 44 (1) 2x6 'L" Brace 4 (2) 2x6 'L' Brace xw 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 Al Spruce-Pine-Fir Hem-Fir #1 / #2 4' 10' 8' 2' 8' 6° 9' 8" 10' 1' 11' 6" 12' 0' 14' 0" 14' 0° 14' 0" 14' 0' #1 / #2 Standard, #2 Stud SPF #3 4' 7" 7' 9' 8' 3' 9' 7° 9' 11' 11' 5' I1' 10" 14' 0" 14' 0' 14' 0" 14' 0' #3 Stud #3 Standard O N Stud 4' 7' 7' 8` 8' 2' 9' 7' 9' 11° 11' S' I1' 10' 14' 0" 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' S" 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww 0) #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 —J 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 icj- r #3 4' 8" 7' 0' 7' 5' 9' 3" 9' 11' 11' 5' 11' 11' 14' 0" 14' 0' 14' 0' 14' 0' (U DFL 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' 8' 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 -f-> SPF #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr , U HF Stud 5' 3° 9' 3" 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0° 14' 0° 81 QJ O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0" Dou.las Fir-Larch Southern Pinewww #1 5' 9' 9' 6' 9' 10° 11' 3" 11' 8' 13' 4' 13' 10° 14' 0" 14' 0' 14' 0' 14' 0' 11111111.1111111 #1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6° 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0'QD 1x4 Braces shall be SRB (Stress-Rated Board. DF L Stud 5' S" 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0" ww*For 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 O #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 may be used with these grades. F Lj S #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: CD U H 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. - i II Standard 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), ICJ 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 load 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. D F L 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' --- --- --- - - -- -- ----- --- ------ Sym, -- — _ --- ---_ ----- About it- Attach 'L' braces with lOd C0.128"x3.0' min? nails. I �!! �JJ O :I( For (1) 'L' brace, space nails at 2' o.c. ti Gable Truss '1 I in 18' end zones and 4' o.c between zones. Diagonal brace option: �' in C2) 'L' braces: space nails at 3' o.c. vertical length may be j T 1 O In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' 1 O 'L' bracing must be a minimum of 805 of web \IY� member length. brace is used, Connect L \ O diagonal brace for 335# 'L" at each end. Max web Br ca a `* Gable Vertical Plate Sizes total length Is 14'. L- ,_____ )I(31( \ Vertical Length No Splice 2x4 DF-L #2 or • Less than 4' 0' 1X4 or 2X3 \ Greater than 4' 0', but better diagonal r b 2X4 Vertical length shown brace; single 18° 111 less than 11' 6' 9 * + I Greater than 11' 6' 3X in table above, or double cut D n■ 10 45' las shown) at .L_ _L © + Refer to common truss design for upper end. i f 1 l e I peak, splice, and heel plates. �/ / / / continuous Bearing �\ P'"O Refer to the Building Designer for conditions Connect diagonal at ° �P not addressed by this detail, midpoint of vertical web. Refer to chart above for rn. �. - C• �th. .rWARNINGMw READ AND FOLLOW ALL NOTES ON THIS DRAWING! �4'"��GIN^*�� w REF ASCE7-10-GAB12015 wa11B'DRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 _ Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and 4/ 83294PE 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 shall provide temporary bracing per BCSI. owe'- , o c Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face //l -11 i i 1)-I Imo\ I I ,I of truss and position as shown above and on the Joint Details,unless noted otherwise. 11/30/2017 �— II�IIi U \VVI I Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc. shall not be responsible For any deviation from 11C�ON AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI I,or for handling,shipping, wrA MAX,C TOT, LD. 60 PSF Installation&bracing of trusses. /r �/ f,14 • A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional ‹, LY"V0,14,204 f engineering responsibility solely for the design shown, The suitability and use of this drawing s • 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer PI per ANSI/T1 Sec,2, &e+r Tao` Earth City,MO 63045 For whore information see this Job's general notes page and these web sites MAX, SPACING 24,0" ALPINE' w w.alpineltw.comi TPI: www.tpinst.org;SBCA'www.sbaindustry.org; ICC. wwwlccsafe.org _____ n"MSg Piggyoack Detail - ASCE 7-10; 115 mph, 30' Nean Height, Enclosed, Exposure C, Kzt=1,00 Up to 115 mph wind, 30.00 ft Mean Hgt, ASCE 7-10 Maximum truss spacing is 24` o.c. Enclosed Bldg., locatesd anywhere In roof, Detail is not applicable If cap supports additional loads such as Exp C, Wind DL= 5.0 psf (min), Kat=1,0. cupola, steeple, chimney or drag strut loads. Note, Top Chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. *8 Refer to Engineer's seated truss design drawing for piggyback and base truss specifications. Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0,135"x3.5"), Attach purlin bracing to the Flat top chord using (2) 16d box nails (0,135`x3.5`). Flat Top Chord <= 12' 111.-- 12 )1(12` min rigid sheathing overlap (24" continuous length, no joints) with 8d common (0.131'x2:5°) Up to 12 V or gun nails in overlap zone spaced at 4" o.c. )IE ►tl IXI ExtPurlin S.acin. = .0,'>11 '1 'rillilliPP: \ 24` o.c. Max: Flat top chord purlins required at both ends and at 24' max o,c: spacing in between. `,,�F.Eo p+�oAFs�o ■I[wURNISHiw.READ AND ALL NOTES ON THIS DING iIeiril REF PIGGYBACK wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling,shipping,installing and bracing. Refer to and follow 'the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA>for safety ✓ DATE 10/01/14 practices prior -to performing these functions Installers shall provide temporary bracing per BCSI. -- ------ ----- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG PB115101014 �.--'" nw shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 11�30�2017 ____ _ _ /'�i I'� �7 shall have brncing Installed per SCSI sections B3, 87 or BIO, as opplicoble. Apply plates to each fare n /Q II I l l)—Ifs\ II i of truss and position ns shown above and on the Joint Details, unless noted otherwise. OREGON II`—,IJ, ILII \\VII LRefer to drawings 160A-2 for standard plate positions. 'f,/�� AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from •_,3(!V A�. this drawing, y failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 4, cy 14,26 ty installation&bracing of trusse ��TaM A sent on this drawing or cover page listing this drawing,Indicates acceptance of professional sia r engineering responsibility solely for the design shown. The suitability and use of-this drawing Drive for any structure is-the responsibility of the Building Designer per ANSI/TPI t Sect. 13389 Lakefront Renewal Bl6/30120188 Earth 063045 For more information see this Job's general notes page and these web sites, SPACING 24:0" ALPINE www.olpineitw.coml TPI, www.tpinst.orgl SBCA�www.sbcindustry.orgl ICC, www.iccsafe.org J' - 30' ill iggyoack Detail ASCE 7-10: 160 rroh, Mean Height, Enclosed, Exposure C, <zt=100 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c, detail Is not applicable if cap supports additional toads such as cupola, steeple, chimney or drag strut loads. MSE Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. _Detail A Purlin Spacing = 24" cc, or less Piggyback cap truss slant nailed to all top chord 12 purlin bracing with (2) 16d box nails (0,135'x3,5') and secure top chord with 2x4 #3 grade scab Up to 12 Fz (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c 4' 2' 4' Attach purlin bracing to the flat top chord !.:"' syr. using <2) 16d box nails (0.135"x3.5'). ����.• ' ot. The topchord #3 grade2x4scabmaybereplaced \�q�:� \ \ / Purlin Spacing = :i;*'%''' '�i� with either of the followings (1) 3X8 Trulox 24' o.c. max plate attached with (8) 0.120'x1.375" nails, (4) into cap TC & (4) Into base truss TC or (1) 28P8 wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with <4) 0.120'x1.375" nails. Note' Nailing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate is acceptable. ends and at 24' max o,c. spacing In between. B r In addition, provide connection I e t a i l ' Purlin Spacing > 24" cc, with one of the following methods' Piggyback cap truss slant nailed to all top chord purlin Trutox bracing with (2) 16d box nails (0.135°x3.5") and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trutox plates for 2x6 and larger chord attached with 2 rows of lad box nails (0.128'x3') at 4" oz. members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nails into cap bottom chord and (4) Attach purtin bracing to the flat top chord in base truss top chord. Trulox plates may be 12 using a minimum of <2) 16d box nails (0,135'x3.5"). staggered 4' o.c, front to back faces. Up to 12 V APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach @ 8' o.c. with (8) 6d common (0.113'x2") nails per gusset, (4) In cap bottom chord and <4) in base truss top chord, Gussets q' 4, may be staggered 4' o.c, front to back faces, 2, ..•.4 ••,,,,,,,t\\ _ C. •����w 2x4 Vertical Scabs_------ -------- 2' ������ x na .����� 2x4 SPF #2, full chord depth scabs <each face). ��� � � Attach @ 8' o.c. with (6) lad box nails (0.128"x3") ix" ��iJ� per scab, (3) in cap bottom chord and (3) in p.•• �.;- base truss top chord, Scabs may be staggered 4' o,c. front to back faces. PurUn Spacing > 28PB Wave Piggyback Plate 24' o.c. max One 28PB wave piggyback plate to each face Full @ 8' o.c. Attach teeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required . P. fabrication. Attach to supporting truss with Depth both ends, purlin spacing > 24' e. OF (4) 0120'x1.375' nails per face per ply. P FS Piggyback plates may be staggered 4' o.c. front Note, If purlins or sheathing are not specified on the flat top of the base y'c s/ to back faces. truss, purlins must be Installed at 24' o.c. max, and use Detail A. �; �� *N G e6. Da ---- '- --- --- - ----- ■wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING, i ' 83294PE 'y REF PIGGYBACK wwIHRORTANTsw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. / Trusses require extreme care n Fabricating, handling,shipping,installing and bracing. Refer to and /" follow the latest edition of SCSI (Building Component Safety Information,by Tel and SBCA) for safety DATE E 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 chord III30/2017 DRWG PB160101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs __ ____ _ • /�FFII i� I7 1 shall have bracing Installed per SCSI sections 83, B7 or BIO.as applicable. Apply plates to each face /a I I k I) ally\ II l i of truss and position as shown above and on the Joint Details,unless noted otherwise. OREGON I'—'IILI, IIJI \�vl l I Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITN Building Components Group Inc. shalt not be responsible for any deviation from 1 , 4 20db 0 this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, </ t installation&bracing of trusse �$eti Tar A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibigty 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 Sect.13389 8130/2018 Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, SPACING 24,0" ALPINE, www.alpineltw.comi TPI, www.tpinst.orgi SHCA, www.sbcindustry,orgl ICCs www.lccsafe.org