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Plans (112) MSTa - .A ' . s\,'3 1,..1' -r, I Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W6Z7175Z0827105825 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) op PROp Engineering Software: Alpine proprietary truss analysis software. Version 16.01. .C�� `r4> Truss Design Loads: Roof - 42 PSF @ 1.15 Duration0�5 14Girl F O. Floor - N/A 19575 'Q 7 'Kind - 120 MPH (ASCE 7-10-Closed) �' /llW Notes: 121,7/2017 OREGON 1. Determination as to the suitability of these truss conponents for the +n structure is the responsibility of the building designer/engineer of '919 von.20 1900 4 f record, as defined in ANSI/TPI 1. OL 0 W.� 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 a�tiee yy.yy VIM Garo1Q W.IHeal Details: BRCLBSUB-12030EC1-GBLLETIN-GABRSTIO-HIPFRAME-12015EC1- Submitted by G'KH 10:56:51 12-27-2017 Reviewer: JCJ $ $ _# Ref Description Drawing# Date # Ref Description Drawing#_.Date 1 16971--A 17361025 12/27/17 39 17009--K1 17361062 12/27/17 2 16972--A1 17361026 12/27/17 40 17010--K2 17361063 12/27/17 3 16973--A2 17361027 12/27/17 41 17011--K3 17361064 12/27/17 4 16974--A3 17361028 12/27/17 42 17012--K4 17361065 12/27/17 5 16975--A4 17361029 12/27/17 43 17013--L 17361081 12/27/17 6 16976--A5 17361030 12/27/17 44 17014--L1 17361082 12/27/17 7 16977--A6 17361080 12/27/17 45 17015--L2 17361066 12/27/17 8 16978--B 17361035 12/27/17 46 17016--X 17361083 12/27/17 9 16979-41 17361036 12/27/17 47 17017--X1 17361084 12/27/17 10 16980--C 17361037 12/27/17 48 17018--X2 17361067 12/27/17 11 16981--C1 17361038 12/27/17 49 17019--EJ1 17361068 12/27/17 12 16982--C2 17361039 12/27/17 50 17020--EJ2 17361069 12/27/17 13 16983--C3 17361040 12/27/17 51 17021--EJ3 17361070 12/27/17 14 16984--C4 17361041 12/27/17 52 17022--EJ4 17361071 12/27/17 15 16985--05 17361042 12/27/17 53 17023--EJ5 17361072 12/27/17 16 16986--C6 17361043 12/27/17 54 17024--SJ1 17361073 12/27/17 17 16987--C7 17361044 12/27/17 55 17025--SJ2 17361074 12/27/17 18 16988--C8 17361045 12/27/17 56 17026--SJ3 17361075 12/27/17 19 16989--D 17361046 12/27/17 57 17027--SJ4 17361076 12/27/17 20 16990--D1 17361047 12/27/17 58 17028--HR1 17361077 12/27/17 21 16991--D2 17361031 12/27/17 59 17029--HR2 17361078 12/27/17 22 16992--E 17361032 12/27/17 60 17030--HR3 17361079 12/27/17 23 16993--E1 17361033 12/27/17 24 16994--FG1 17361034 12/27/17 25 16995--FG2 17361048 12/27/17 26 16996--G 17361049 12/27/17 27 16997-41 17361050 12/27/17 28 16998--H 17361051 12/27/17 29 16999--H1 17361052 12/27/17 30 17000--J 17361053 12/27/17 31 17001--J1 17361054 12/27/17 32 17002--J2 17361055 12/27/17 33 17003--J3 17361056 12/27/17 34 17004--J4 17361057 12/27/17 35 17005--J5 17361058 12/27/17 36 17006--J6 17361059 12/27/17 37 17007--J7 17361060 12/27/17 38 17008--K 17361061 12/27/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - A) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 67 plf at -1.25 to 67 plf at 7.42 :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: TC- From 33 plf at 7.42 to 33 plf at 24.58 TC- From 67 plf at 24.58 to 67 plf at 33.25 120 mph wind, 20.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.25 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 32.00 DL=6.0 psf. BC- From 5 plf at 32.00 to 5 plf at 33.25 TC- 298.31 lb Conc. Load at 7.36,24.64 Wind loads and reactions based on MWFRS. BC- 106.63 lb Conc. Load at 2.00,30.00 BC- 108.36 lb Conc. Load at 4.00,28.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 110.95 lb Conc. Load at 6.00,26.00 BC- 253.40 lb Conc. Load at 8.00,10.00,12.00,14.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live 16.00,18.00,20.00,22.00,24.00 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. 5X7= 3X5 1.5X4111 3X5 5X7= U 3X5.1% � T2 3X5�� 8 B # ;b0 0-7-4 4.0 a on ■ � II a - 18-0-0 1.5X4111 3X5= 5X5= 8X8= 5X5= 3X5= 1.5X4111 6X8(B1OR) ! 6X8(B1OR) I1-3_0 I1-3 0 4-0-0 + 3-5-1 + 4-2-10 >k 4-4-6 >1< 4-4-6 >< 4-2-10 >< 3-5-1 >< 4-0-0 H I, 7-5-1 _.- 17-1-14 -J_ 7-5-1 J 32-0-0 Over 2 Supports >1 R=2797 U=394 W=5.5" R=2797 U=394 W=5.5" Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0.+ - FFS1S, OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components ofOregon (503)357-2118w*WARNINGI..READ AND FOLLOW ALL NOTES ONTHIS DRAWING! 5 �GIW@!� vO TC LL 25.0 PSF REF R7175- 16971 •'IIPoRTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 � nj p Trnaaes regnirn e t ems are in fabri ati g. mntlling, sM1ipping, installing entl bracing. Refer to entl follow 1 9575 TC DL 7.0 PSF DATE 12/27/17 the latest etlitian ofrBCSic(Building Component Safety Information, by TPI entl NTCA) for safety practices prior . o performing i 9 functions. tlnstallersu`M1all provide tempora rY bracing per BCS!.racnlessnnoatetleLM1erwise, %1 top cbortl sM1aIIM1 a properly a tacM1etl str to rel sM1eatM1 ing and bottom ciwrd shall have a properly a CacM1etl rigitl ceiling. Locations shown for permanent lateral res mint of webs s all M1ava b ing i st Il tl per BC51 I�+ --- BC DL 10.0 PSF DRW CAUSR7175 17361025 ,4�L��O actions B3 B]or B1 O, as aopplicable. Apply plates draw cbalacnotfbeor stands asitofn as sM1own abovartl on I the Joint Details, unless n tetl otM1erwise. Refer to 9nga,60A-�f r plate positions. 1 /20 BC LL 0.0 PSF CA-ENG J CJ/GRH I Alpine, a tlivision of I R Builtling Conponents Group Inc. sM1 esponsible f any tleviation f his OREGON wing,any failure to build the truss in conformance wim AN51/TPI 1, or for M1antlling, sM1ipping, AN ITW COMPANY Instal lat ion&bracIng or trnssea. TOT.LD. 42.0 PSF SEQN- 270052 A spot on this dsolely or cover n listing nthis drauita i li Inaldause of thisnd.or i gr for any engineering Is 9�OCO riggib W �e DUR.FAC. 1 .15 FROM I KE Aespan.InllHis midis for the design shotThe sdlawing,yI dandie use of pu dray irg ofor sly lstructureenirs the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 Far more inrnra l inn is�nb•a general n a page and mese web a ALPINE:eww.alpineitw.cam tTPI sI ipinsD.org;NTCA:xww.sbcintlustry.com; ICC:www.iccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 75208 Renews 8/30!2019 • 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - Al) Top chord 2x4 HF #2 120 mph wind, 21.49 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, W5 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= 1.5X4 III 5X5= 0 1.5X4\\\ 1.5X4/// W3 7-2-10 8 F- W5 -7 8 0-7-4 0-7-4 T /I aa 5 I\ T 18-0-0 3X5= 5X7= 3X5= 5X7(84)(R) III 5X7(A2) III 11-3_0 J1-3-0 6-0-08-0-0 0 0 3:11-1 I_ 8-0 00 15 '` 6-0 850 0 '1, 3-11-1 .,I_ 6-0-00-0 0 0 0 0 'I I— 9-11-1 —I, �2-1-14 -J_ 'I` 9-11-1 —J E 32-0-0 Over 2 Supports R=1479 U=76 W=5.5" R=1479 U=76 W=5.5" RL=142/-142 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. ., ' - P. OR/-/1/-/-/R/- Scale =.23"/Ft. *"rARNING1..READ ARD FOLLOW ALL ROTES ON THIS DRAWING! 5 %N TC LL 25.0 PSF TmssCom onenLso£Oregon (503)357-_IIs �G FFA 02 REF R7175- 16972 "IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Comelins OR 97113 �? Trusses require extreme are In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 e t edition ofBCS1c(Building Component Safety Information, bysTRI and wTdA) for safety practices prior p /r7 TC DL 7.0 PSF DATE 12/27/17 to performing these functions. tfostallersucha la lateral temporary bracing Per have bracing snnotetl otherwise, e.. 1 top chord shall have properly attached structural sheathing and bottomchord shall have a properly a BC DL 10.0 PSF DRW CAUSR7175 17361026 rigid ceiling. Locations shown r permanent t restraint of webs shall M1 b ing installed perhBCSI ,-, B10 truss A I L=)11 N l sections BD ai or unless as noted oApply plaRefer es to toldrrawinhalacnotfboor standardnd position as shown tion above rand thns 1 /ZO I ' the Joint Details, unless n tetl cable.otherwise. Refer to Ings ace of f plate positions. ' Alpine, a division of ITN Building Components Group Inc. s responsible for any deviation f OREGON BC LL 0.0 PSF CA-ENG J CJ/GWH drawing, any failure to build the truss in conformance with 1, or for handling, shipping, AN ITW COMPANY a I on 8a bracing of trusses. m .r TOT.LD. 42.0 PSF SEQN- 270054 A.cal on this drawing or cover page listing this drawing, Indicates wampum*of professional engineering 14 an.20 X90 responsibility solely far the design shown. The suitability and use of this drawing for any structure Is the O N DU R.FAC. 1 .15 FROM IKE 8351 RO�znaCvcle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. C D W, Sacramento,CA 95828 For more information is Job's general notes page and these wee •• ALPINE:www.alpineitw.com cTPI see YYTCA: www.sbcindustry.com; ICC:xww.ltcsafe.arg SPACING 24.0" J REF- 1 W6Z7 1 7 5Z08 Renews 619012019 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - A2) Top chord 2x4 HF #2 120 mph wind, 22.33 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, W6 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= 5X5= 7- 1.5X4 1.5X4 III 1.5X4 III s l 8-10-10 8W1 W6 7- 8 0-7-4 0-7-4 18-0-0 / 3X5 5X5= so 3X5= \ 5X7(B4)(R) III 5X7(A2) III L1-3-0 11-3._-__P 800 I 4-5-1 8-0l0 74-14 800 451 L. 8-0-0 L- 12-5-1 ,I, 7-1-14 12-5-1 J F-.: 32-0-0 Over 2 Supports =1 R=1479 U=84 W=5.5" R=1479 U=84 W=5.5" RL=172/-172 Design Crit: IRC2012/TPI-2007(STD) EO PROpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. ' C `SSS OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! \ a F 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �' v TC LL 25.0 PSF REF "7175- 1 6973 17 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 he ofrRCS!`(Building component Safety Information, yTPland WT.) for safety practicesprior l TC DL 7.0 PSF DATE 12/27/17 in o performing ithese functions. tlnstallershall Provide temporary bracing per M1BC51.avUnless noted otherwise, attached cop chord shall have properly attached structural sheathing and bottom chord shall have a properly a Adilhil rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! /+ - '/ BC DL 10.0 PSF DRW CAUSR7175 1 7361 027 ALM the Join 8D Details, or unless cable Apply plates to drawings face fbe r standaruss and d to as shown above nf from on ' I e Joint Details, un a ted cle.otherwise. Refer to ings aceof fr r plate as shown 1 /L Alpine, a division of Ibu Building the g Components Group Inc. ah responsible for fen any ripping, this OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to build the truss In conformance with AN51/TPI i, or for hantlling, shipping. AN ITW COMPANY i nsta l 1 at ion A bracing of trusses. e9 "on 20 19� TOT.LD. 42.0 PSF SEQN- 270049 . A wl on this drawing or ewer page listing this drawing, Indicates eeoptenee of professional engineering / W respunsibi l lty solely for the design alga,. The suitability and use of this drawing for any structure Is the O`D •e•�� DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle responsibility of the building Dssignor per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more informs ionthis Job's general notes page and these web ALPINE:www.alpineitw.com; TP1 s www.tpinst.org;WTCA:lwrw.sbclndustry.com; ICC:www.iccsafe.org Renews6M0a019 SPACING 24.0" J REF- 1 W6Z7 1 75Z08 A i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - A3) Top chord 2x4 HF #2 120 mph wind, 23.16 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 #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. 5X5 5X5= a / 3X5 3X5o� i NN %. 10-6-10 8 8 W1 W 0-7-4 0-7-4 /I 0 mu III muI I\ T 18-0-0 1.5X4 III 3X5=3X5= 1.5X4 III 5X7(B4)(R) III 3X7= 5X7(A2) III [1-3-0 11-3_0 I< 8-0-0 -.:,-I< 6-11-1 >I<2-1-14f 6-11-1 >I< 8-0-0 I, 14-11-1 ,I 2 1-14I, 14-11-1 —I k 32-0-0 Over 2 Supports R=1479 U=92 W=5.5" R=1479 U=92 W=5.5" RL=202/-202 Design Crit: IRC2012/TPI-2007(STD) w ED PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0,0 lit_tomiltiomtrS OR/—/1/—/—/R/— Scale =.23"/Ft. g ) o ••WARNINI FURNISH READ ANDRAW NG TD ALL IANTRA ox THIS LUDING ` ,Q� TC LL 25.0 PSF REF R7175- 16974 Truss Components of Ore On 503 357--118 .,I T „ Dl. THIS REA ORN IFO LO.11 CONTRACTORS ON T IS G GRADING! THE INSTALLERS.Eps. ` v 825 N 4th Ave,Cornelius OR 97113 19575 Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and fell TC DL 7.0 PSF DATE 12/27/17 e latest edition of BCSI (Building Component Safety Information, byTPI and WTCA) for safety practices prior r o performing these functions. Installers temporary bracing per BCSI. less noted otherwise, top chord sail have properly attached structural sheathing and chordshall have a properly attached rigid ceiling. Locations shown fon permanent lateral restraint of webs hall have bracing installed per BCSI � /0. BC DL 10.0 PSF DRW CAUSR7175 17361028 ,4�� )� sections B3tl vision7 or BlO, as applicable. Apply plates tlrato wcb faceoffor stantl position as shown eathbnafromand o 0 i � ue mint Detail:, unless n tee otherwise. Refer to cogs+BOA-Z r and plate p^sKions. " 1 /20 BC LL 0.0 PSF CA—ENG J CJ/GWH Alpine, a i of ITW Builtling --,-,ants Group Inc. shall n c ba responsible f any tl o this OREGON wing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lat ion&bracing of trusses. 9 "an 20,599 TOT.LD. 42.0 PSF SEQN- 270047 . A seal on this drawing or cover pegs listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the ROS p w,r DU R.FAC. 1 .15 F ROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TVI 1 5ec.2. Sacramento,CA 95828 Far more +^forma ie^ this job,general notes tia^e and these websites: RenawsotaotsOlU SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE:www.alpineitw.com t TPI Swww. pinst.org;WTCA: www.s - dustry.com: ICC:www.iccsafe.org f 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - A4) Top chord 2x4 HF #2 120 mph wind, 23.52 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 (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5(R1) 4 Imo► 3X5 3X5 3X540 4 3X50 `4 11-3-4 Allrlr •. � 8 0-7-4 0-7-4 1 i� I -\ /c_.it T 18-0-0 1.5X4 III 5X7= 1.5X4 III 5X7(84)(R) III 5X7(A2) III I�-3_O 11-3_0 I` 8-0-0 .I< 8-0-0 'I` 8-0-0 ic 8-0-0 .-1-1 .-,-, r< 32-0-0 Over 2 Supports R=1479 U=96 W=5.5" R=1479 U=96 W=5.5" RL=216/-216 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01 .1. .0�� .OFFS, OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components of Oregon (503)357-2118 ""WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAINING! 5 G`N c / 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C2 `�l� �2 TC LL 25.0 PSF REF R7175- 16975 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow �t�a c( g Component Safer Information, by n )soor safer Pr;o( 19575 TC DL 7.0 PSF DATE 12/27/17 te ofnct, (Building y TPI a NBCA y practices o performing hall havesee functions. t ache Installersshall structural ng and racing per BCS!. Unless notedproperly otherwise, attached top chord shall have properly attached str u sheathing antl bottan chord shall have a properly a 1 rigid ceiling. Locations shown for permanent lateral restraint f webs all have bracing installed`per hBCSSJ ,on /-, / BC DL 10.0 PSF DRW CAUSR71 75 17361 029 ,4 ,L�) i sections B3, B7 or 810, as applicable.'Apply plates to each faceof trussrand position as shown above ovfrao chis 1 020 / the.point Details. unless n ted otherw" Refer to tlr7":160:-Z foramara plata pesit 7:.. BC LL 0.0 PSF CA-ENG J CJ/GWH I Alpine, a y failure of Ibu Bd the g ussinecon Group Inc. shall n t be responsible f any tl wing. any f inure to build the truss in conformance with ANSI/TPI ,. or for handling, shipping,o //''�t OREGON AN ITW COMPANY Installation 3 bracing of trusses. 0q .i TOT.LD. 42.0 PSF SEQN- 270042 A seal on this drawing or cover page listing tills drawing, Indicate*acceptance of professional engineering wetl- responsibllIty solely for the assign shown.. The suitability and use of this drawing for any structure Is the 9-r0/.0 ,0/.01' n•20,19 /' DU R.FAC. 1 .15 FROM I KE 8351 Rovzna Circle ra.pdw..mu ity or the Building Designer penr ANSI/TPI 1 See.z. Q/ O . Sacramento,CA 95828 For more information see this fob's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI:www.tpinst_orgt WTCA: www.sbcindustry.cam: ICC: www.iccsare.org SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Renew Rwmrlleni0 A A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - A5) Top chord 2x4 HF #2 120 mph wind, 23.52 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 (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5(R1) % • 7- 8 8 3X5 3X5 4i 9 3X5�� # 11-3-4 -7 8 0-7-4 0-7-4 - •• \ -0-0 5X7(B4)(R) III 1.5X4III 5X7= 1.5X4 III 5X7(A2) III L1-3-0 1< 8-0-0 - 8-0-0 >I< 8-0-0 >< 8-0-0 1< 32-0-0 Over 2 Supports H R=1387 U=79 R=1481 U=96 W=5.5" RL=205/-197 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04 ®'e ' �Flc+, OR/—/1/—/—/R/— Scale =.2311/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLl1NALL NOTES DNTNISDRAWING! Gj GIN REF R7175 16976 825 N 4th Ave,Cornelius OR 97113 *'I TANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING 7HE INSTALLERS. G, E6, 02 TC LL 25.0 PSF Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 TC DL 7.0 PSF DATE 12/27/17 the latest edition ofBCSIc(Building Component Safety Information, bysTP1 and WOGS) for safety practices prior o performing these functions. tInstallersushall h lllprovide temporay bcing rper BCSl. oUnlessnnoted otherwise, top thorn shall have properly attached structural sheathing and bottomshall have a Properly attached BC DL 1 0.0 PSF rigid celling. Locations shown for permanent lateral arestraint of webs cshall have bracing i stalled per BCS 1 /-, DRW CAUSR71 75 1 7361 030 A l��N n sections uD Details, or unlesas oteapplicable. Apply plates drawingscM1 faceoffor standard position as shorn above and on , ! l mint ldivision ivils, un a aced otherwise. Refer to each l not fr nsibl ware any deviation L BC LL 0.0 PSF CA—ENG J CJ/GWH I Alpine, a tl i on f Ibu Building Components Group Inc. shall not be responsible for any tlppiarion from this drawing, anyfailureto build the truss in conformance with ANSI/TPI 1, or for handling, shipping. OREGON AN ITW COMPANY installation A bracing of trusses. G/ ./ TOT.LD. 42.0 PSF SEQN— 270045 A seel on this drawing or cover peps I!Sting this drawing, Indicates acceptance of professional engineering lrAlg Ven.20,190 responsibility solely for the design shown. The suitability end use or this drawing for any structure is the DU R.FAC. 1 .15 F ROM IKE 8351 Rovalla Circle responsibi i ity of the Building Designer per ANSI/TPI 1 sec.2. Sacramento,CA 95828 For more information see this fob's general notes page and these web O�O ALPINE: www.alpineitw.com; TPI:www.tpinst.org;WTCA: www.sbcindustry.coml ICC:pm .lccsafe.org SPACING 24.0" J REF— 1 W6Z7 1 7 5Z08 RmnmwmaMMOB1g 1 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - A6) B tt choord 2x6 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED 1 t 2 Webs 2x4 DF-L Std/Stud :W3, W7 2x4 HF Std/Stud: Nail Schedule:0.131"x3", min. nails :W4, W5, W6 2x4 HF #2: Top Chord: 1 Row 012.00" o.c. :Lt Wedge 2x8 DF-L SS: Bot Chord: 1 Row a 3.25" o.c. :Rt Wedge 2x8 DF-L SS: Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails Deflection meets L/360 live and L/240 total load. Creep increase factor in each row to avoid splitting. for dead load is 1.50. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 23.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 67 plf at 0.00 to 67 plf at 16.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 TC- From 67 plf at 16.00 to 67 plf at 32.00 psf. BC- From 10 plf at 0.00 to 10 plf at 29.56 BC- From 20 plf at 29.56 to 20 plf at 32.00 Wind loads and reactions based on MWFRS. BC- 841.65 lb Conc. Load at 1.56 BC- 836.35 lb Conc. Load at 3.56 (a) Continuous lateral restraint equally spaced on member. BC- 1680.01 lb Conc. Load at 3.87 4X8(R) III BC- 727.85 lb Conc. Load at 5.56, 7.56, 9.56,11.56 13.56 T BC- 753.87 lb Conc. Load at 15.56,17.56,19.56,21.56 ii 23.56,25.56,27.56,29.56 5X10;8 8 .# 5X10 11-3-4 3X7 i 3X7 efr % 0-7-4 0-7-4 I -llillidk&I-- ,-, _L 1 8 5X10 kom - I _ 13-0-0 6X12(B8R) 3X10 III 5X7 1012= 5X7 3X10111 6X12(B8R) 5-6-0 >I< 5-1-0 >F< 5-5-0 >< 5-5-0 >I< 5-1-0 + 5-6-0 >I .-,-11 a-9-11 [-- 32-0-0 Over 2 Supports H R=8583 U=602 R=6928 U=388 W=5.5" Design Crit: IRC2012/TPI-2007(STD) CEO PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .10 6 �G �`STrip OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components of Oregon (503)357-2118 •.WARNINNI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ...s41 I. TC LL 25.0 PSF REF R7175- 16977 w*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 '19575 9 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fell, xr TC DL 7.0 PSF DATE 12/27/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions.attached Installers struct structural ng temporary and bratom Chordper s BCSall have Unless noted attached Cop cord shall Locations properly a for sir sheathing ant bot tem cod shall brae a properly a Cachet /' ..1°' BC DL 10.0 PSF DRW CAUSR7175 17361080 I1 110``I sects ceiling. Locations sappl r permanent lateral restraint f webs shall have pos b ins installedhove r SCSI , ,4 r LO��1 sections B3, B]or 810, as applicable. Apply plates tlrawtcM1 faceoffor scantl position as showneat n from o 1 /20 II [ � t„e`�o�nt Details, nnlaae n tetl rtM1erwise. Rafer tr ings,BOA-z f"55 art plots pnaltirns.h BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of I„T Building r.---%anis Group Inc. sM1all n t be responsible for any t o this OREGON drawing, any failure to built the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lotion A bracing of tresses. 'y `aN,2O yea° TOT.LD. 42.0 PSF SEQN- 270198 Arr swponsibii icy drawing Nfoor the tldessiiggnn Islvtitllng. TT,IIe•suisaolliityeana use acceptance drawingrror any struucture engineering �O`D �. 8351 Rova�H Circle responsibility of the Building Designer per ANSI/IPI 1 S.e.2. DUN.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information see this job's general notes page and these web s Renews 6/30/2019 SPACING 24.011 JREF- 1W6Z7175Z08 ALPINE:www.alpineitw.com: TPI:www.tpinst.org:WTCA: www.sbcintusiry.com: ICC: www.iccsafe.org i 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - B) Top chord 2x4 HF #2 Special loads Bot chord 2x8 DF-L SS :B2 2x6 DF-L #2: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W8 2x4 HF #2: TC- From 67 plf at 0.00 to 67 plf at 29.25 :Lt Wedge 2x4 HF Std/Stud: BC- From 10 plf at 0.00 to 10 plf at 7.94 BC- From 20 plf at 7.94 to 20 plf at 28.00 120 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at 28.00 to 5 plf at 29.25 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 TC- 298.31 lb Conc. Load at 7.36 psf. BC- 106.63 lb Conc. Load at 2.00 BC- 108.36 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 110.95 lb Conc. Load at 6.00 BC- 1507.17 lb Conc. Load at 7.94 (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase In lieu of structural panels use purlins to brace all flat TC @ 24" OC. factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 4X8(R) III 8 I- 6X6% - 6X6 1.5X4 III 0 % 1.5X4 3X5 i W8 (a) 7-3-4 8 I- i ,, -1 s 0-7-4 4 8 - mom 71 �_B2 \O- 4 18-0-0 5X10(B8R) : 1.5X4 III 6X10(R) III 3X10= 6X6= 6X10= 5X5(61) 1-3-0 4-0-0 4, 3-5-1 4-2-0 4-2-0 >I 3-10-06-4-15 2-fi-15 >I< 4-10-3 1 0 0 5-1-13 I- 7-5-1 ,I, 13-0-0 ,I, 2-6-15-J_ 10-0-0 ,J k28-0-0 Over 2 Supports R=2727 U=207 R=1846 U=152 W=5.5" Design Crit: IRC2012/TPI-2007(STD) AEU PRO1 . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .S G f.f S'i OR/-/1/-/-/R/- Scale =.28"/Ft. TmssCom Components (503)357-2118 "•NARMIxGI+*READ RA pour ALL NOTES ON THIS DRAWING! 6� - F y TC LL 25.0 PSF p ••IIpoNTANT•• FURNISH THIS CRANING To ALL CONTRAC7gRS INCLUDING THE INSTALLERS. REF R7175- 1 6978 825 N 4th Ave,Comelius OR 9711319575 It Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow I the latest edition ofSCSI cbs CSI (BuildingComponent Safety Information, by TPI and NTCA) for safety practices prior /1 TC DL 7.0 PSF DATE 12/27/17 o performing thesefunctions. Installerspitemporary bracing per Unless noted otherwise, I ,041164, top chord shall have properly attached structural sheathing andbottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of WOOSshall h bracing ins<alleper EmSI ff0 1 BC DL 10.0 PSF DRW CAUSR7175 17361035 s US, B7 or 1710,as applicable. Apply plates to a ch face of t and position as shown above and on 1 X20 11 LE1 N I Joint Details, unless ne otherwise. Refer to drawings eon standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/GWH f=lit I <Alpine, a division of ITN Building Components"roup Inc. s responsible for any deviation from this 0 OREGON drawing, any failure t he truss in conformance with ANSI/TPIbi, or for handling, shipping, AN ITW COMPANY std notion A bracing or trusses. + SEAN- 270185 9 n.Yo is TOT.LD. 42.0 PSF responsibility on this solely drawing or tche pipe listing this doting. Indicates use of dr wi profegfor any structure enginuctureeIs gt responsibii Ity solely far t„e design shown. The s..itabl I Ity.,�use of,ria drawing far an„atrpetmre Is the R0L DW.N�' DUR.FAC. 1 .15 FROM IKE 8351 Rovzna Circle responsibility of the Building Designer per ANSI/TPI 1 See,z, Sacramento,CA 95828 For more information is job's general notes page and these web s ALPINE:www,alpineitw.wm c TPI Swww.tpinst_org:NTCA: www.sbcindustry.cam: ICC: www.lccsafe.org Renews 6/30/2019 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - B1) Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 2 COMPLETE TRUSSES REQUIRED 1 t z Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" 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 67 plf at 0.00 to 67 plf at 9.05 in each row to avoid splitting. TC- From 67 plf at 9.05 to 67 plf at 18.95 4" o.c. spacing of nails perpendicular and parallel to TC- From 67 plf at 18.95 to 67 plf at 28.00 grain required in area over bearings greater than 4" BC- From 10 plf at 0.00 to 10 plf at 25.56 BC- From 20 plf at 25.56 to 20 plf at 28.00 120 mph wind, 21.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 727.85 lb Conc. Load at 1.56, 3.56, 5.56, 7.56 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC 9.56 DL=6.0 psf. BC- 753.87 lb Conc. Load at 11.56,13.56,15.56,17.56 19.56,21.56,23.56,25.56,27.56 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7= 5X7 1.5X4 III T2 0 8 8 3X5 i 3X5 W4 # W6 * 6-7-10 N 0-7-4 �1 � — I, 0-7-4 18-0-0 T 6X8(B8R) - 3X5111 5X7= 8X8—_ 5X7= 3X5 III T 6X8(B8R) F` 4-7-0 >< 4-5-9 4-11-7 >< 4-11-7 T 4-5-9 >I< 4-7-0 >I I, 9-0-9 —I, 9-10-13 ,I, 9-0-9 J H< 28-0-0 Over 2 Supports R=6030 U=397 R=6569 U=311 W=5.5" Design Grit: I RC2012/TP(-)07()D) ,EO F'ROpFs�/ OR/-/1/-/-/R/- Scale =.283"/Ft. PLT TYP. Wave FT/RT=2% O% /4 0 16.01 .�A , Truss Components of Oregon (503)357-2118 •*WARNINGIww READ AND FOLLOW ALL NOTES DR THIS DRANINGI �NG 7�� O1.0.0 TC LL 25.0 PSF REF R7175— 16979 •'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC D L 7.0 PSF DATE 12/27/17 e latest edition of BCSI (Building Cagponent Safety Information. by TPI and NTCA) for safety practicesprior %I to to Performing these functions. t ache InstallersshallProvide termor bo tom irg Per all bracing noted otherwise, tn ,041164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / rigid ceiling. Locations shown for permanent lateral restraint f webs all M1 b ing installedper BCSI ♦- % BC DL 10.0 PSF DRW CAUSR7175 17361036 sections B3, B]or B10, as applicable. Apply plates to each face of trussand position a 1 X20 All' I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. L�)0 N I Alpine, a division of ITV Building ComponentsfGroup Inc. shall not be responsible for any deviation from this 0 OREGON .4 BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure t e truss in conformance with ANSI/TPI 1, or for handling, shipping,o AN ITW COMPANY instal lotion&bracing of tresses. 19441 20 1910 TOT.LD. 42.0 PSF SEQN- 270190 A seal on this drawing or ewer page listing this drawing, indicates seesptanee of professional engineering responsibility solely for the design shoed. The suitability and use of this drawing for any structure is the ROL D w.N� DU R,FAC, 1 .15 F ROM I KE 8351 Rovalla Circle responsibility or the Building Designer per ANSI/TPI 1 Sc.2. Sacramento,CA 95828 For more information see this job's general notes page and these web ALPINE: www.alpineitw.com: TPI:www.[pinst.org: VTCA: waw.sbcindustry.com: ICC:www.iccsafe.org Renews 6/3012019 SPACING 24.0" J REF- 1 W6Z7 1 7 5Z08 t e • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. • (1217114--FOUR D CONSTRUCTION CO. —BUTTERFIELD PARK — LOT 3 -- TIGARD, OR — C) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.67 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 Webs 2x4 HF Std/Stud 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. Truss designed to support 1-0-0 top chord outlookers and cladding See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind load not to exceed 3 PSF one face and 24.0" span opposite face. bracing requirements. Top chord may be notched 1.5" deep X 3.5" along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" Deflection meets L/360 live and L/240 total load. Creep increase factor of notches. Do not notch in overhang, or heel panels/[NNL] areas. for dead load is 1.50. T2: Provide lateral bracing for inset top chord. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support 4X5--- lower roof with sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connections A\ shall be designed by the engineer of record. a a 3X7 i 1•1111\\N Ilk a 9-6-12 10 a a a a I a 0-7-4 mi _ a a a 9 0-7-4 18-0-0 T p 1— 35(BX7 2)(R) III 3X5= 3 - 3X5(62)(R) III 7-10-5 L1 '`I [NNL] -� 10 L1 I..1 H 6-6-0 >l< 15-0-0 H I, 10-9-0 – I— 2-6-4-J- 8-2-12 J ` 21-6-0 Over 2 Supports %I R=820 U=11 W=5.5" R=194 PLF U=38 PLF W=8-11-8 RL=221/-220 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,.,p PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1. � `SS> OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components of Oregon (503)357-2118 ••'ARNINCI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! �NG' �6' . TC LL 25.0 PSF REF R7175- 16980 _ 825 N 4th Ave,Comelius OR 97113 ••INPORTANP• FURNISH THIS DRAWING 7D ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 7.0 PSF e BCS! (Building Component Safety Information, by TPI and NTCA) for safety practicesprior %1 DATE 12/27/17 o performing these functions. tTostallersuchala lateral temporary bracing Per BCS!. Unlessnoted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / rigid c Ing. Locations shown r permanent I t restraint r webs all have bracing installed per BCS! 41111 / BC DL 10.0 PSF DRW CAUSR7175 17361037 All �O sections B3. B]or B10, as applicable. Apply platestoeach faceof truss st and position as shown above and on 1 /20 II I the Joint Details, unless noted otherwise. Rafar w drawings,BOA_Z Truss andard plate positions. l Alpine, a division of ITN Building Components Group Inc. shall n responsible f r any tlppiation 0 OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH wing, any failure m build the truss in conformance with ANSI/TPlbi, or for handling, shipping, fr. e� TOT.LD. 42.0 PSF AN ITW COMPANY anawnauon 8 bracing or trusses. 1 O.20,19- SEQN- 270153 A awl on this drawing or cover paps plating this drawing. Indicates acceptance of professional engineering . responsibility solely for the design shown. The suitability and use of this drawing for any structure is the OL 0 W• DUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle raap0neiei I Icy of the Building Designer per ANSI/7P1 1 5.e.2. Sacramento,CA95828 Ler more information this n tborgeNTCA �s page and mese web s efg Renews0/30/2019 SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE:ww.al oreiinform tion gww .sbclnduscry.these ICC:www.iccsafe. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C1) Top chord 2x4 HF #2 120 mph wind, 22.67 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 2x4 HF #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. 1 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • • 4X5= RN 3X5 i 3X5 9-6-12 10 I 10 0-7-4 a • : 0-7-4 n ___ �, 18-0-0 1.5X4 III 3X7= 3X5= 1.5X4 III �J 3X5(62)(R) III 3X5(62)(R) III L1 'J L -1 .N.1 1" 5-3-0- 4c 5-6-0 4c 5-6-0 >1< 5-3-0 > -2 0-•-0 f< 21-6-0 Over 2 Supports R=1022 U=58 W=5.5" R=1022 U=58 W=5.5" RL=197/-197 Design Crit: IRC2012/TPI-2007(STD) 1.0 PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .to STcv OR/-/1/-/-/R/- Scale =.283"/Ft. Truss Components of Oregon (503)357-2118 w"H1ARNINGIww READ AND FOLLOW ALL NOTES ON THIS LUTAINGI 's' elV 'Ei� O TC LL 25.0 PSF p ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y REF R7175 16981 825 N 4th Ave,Cornelius OR 97113 19575 Trusses require extreme care in fabricating, SfetI handling, shipping, installing and bracing. Refer to and prior �I TC DL 7.0 PSF DATE 12/27/17 the latest edition of BCS( a(Building Component Safety Information, by TPI and andA) for safety practices follow hall bra to performing these av(properly attached ers structural provide ng and bo tom chord shallng per have a pr notedperly otheattached top chord shall have properly attached str Lural sM1eatM1ing and bottom c II M1 e a properly a rigid ceiling. Locations she r permanent lateral restraint of webs shal lshave bracing installed per BCS( /- i BC DL 10.0 PSF DRW CAUSR7175 17361038 A 1LO � sections 63, 67 or B10unless as applicable.ototherisepply plaRefer to to ldraw each bcnocf be standard to as shown above and on I the Joint Details, unless n c aba Refer to ach ace of f r plate positions. O55 1 " /20 BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine, a division of I'M bu Building truss iComponents croup Inc. shallresponsible for any deviation from this GI OREGON wing, any failure to build the truss in conformance with ANSI/TPlbl, or for handling,shipping, of trusses. AN BTW COMPANY drawing, Ioion Nls drawing or cover page listing this drawing, Indicates acceptance of prof...leel engineering '9 "+n.20,19 TOT.LD. 42.0 PSF SEQN- 270140 responsibility solely for the design shorn. The suitability and use of this drawing for any structure is the •OLD D W•N' DU R.FAC. 1 .1 5 FROM IKE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ` Y. Sacramento,CA 95828 For more information see this job's general notes page and these websites: ALPINE:www.alpineltw.com: TPI:www.cpinsc.org;WrCA: wmmr.sbmndustry.cem; ICC: waw.iccsafe.org Renews 6/30/2019 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 i • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C2) Top chord 2x4 HF #2 120 mph wind, 22.67 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 2x4 HF #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 for dead load is 1.50. 4X5= P —110 3X5i 3X5 Iv 44> 9-6-12 10 F lihili 0-7-4 : s� : 0-7-4 10 18-0-0 / 7 mal 1.5X4 III 3X7 3X5= 1.5X4 III 1 3X5(B2)(R) III 3X5(B2)(R) III L1 '.1 1< 5-3-0 >l'< 5-6-0 >I< 5-6-0 >c 5-3-0 >I 6-•-6 I-9-1 21-6-0 Over 2 Supports H R=1024 U=58 W=5.5" R=947 U=43 W=5.5" RL=176/-185 PLT TYP. Wave Design Crit: I R T/RT 2% 10%0/04 (0 TD) 16.01 .0 o :'sO PROFS' ( ) ( ) � OR/—/1/—/—/R/— Scale =.283"/Ft. Truss Components of Oregon (503)357-2118 ••WARN INGIww READ MD FOLLOW ALL NOTES ON THIS DRAW!NGI N� NAG/ � O 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT'. FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C. 2 TC LL 25.0 PSF REF R7 1 7 5 16982 eTrusses reqluire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow '19575 9 RCS! (Building Component Safety Information, by TPI an •TCA) for safety practices prior Z c;., TC DL 7.0 PSF DATE 12/27/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted top cM1ortl shall M1ave properly attached struct cal she ing antl bottom clrortl shall have a propery a /� rigid ceiling. Location=shown r permanent°lateralarestraint of webs all have bracing installed`pe attached /- <i BC DL 10.0 PSF DRW CAUSR7175 17361039 ,4 L�'� se tions B3 B7 or B10, as applicable. Apply plates drawings chacnoof cru antl position as shown above e Joint Details, unless noted otherwise. Refer to 160A-Z for=standard plate positions. 1 '7/20 BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of ITW Building Cwlponents Group Inc. shallt be responsible for any deviation f i OREGON J ' drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY insta l lac ion A bracing of trusses. "o0 2u,19aro TOT.LD. 42.0 PSF SEQN— 270143 . A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering A responsibility solely for t,,s design swan. T.suitability end use of this drawing for any structure is tile �,r0L D W.N►� DUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.z. Sacramento,CA 95828 For more information this Jobs general notes page and these web ALPINE:www.alpineitw.com c TPI swww.tpinst.org:WT.: www.sboindustry.com: ICC: www.iccsafe.org Renews 6/30/2019 SPACING 24.0" J REF— 1 W6Z7 1 7 5 Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C3) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I 2 Bot chord 2x6 DF-L #2 :62 2x10 DF-L SS: Webs 2x4 HF Std/Stud :W3, W7 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :Rt Wedge 2x8 DF-L SS: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 68 plf at -1.00 to 68 plf at 10.75 in each row to avoid splitting. TC- From 68 plf at 10.75 to 68 plf at 21.50 4" o.c. spacing of nails perpendicular and parallel to BC- From 5 plf at -1.00 to 5 plf at 0.00 grain required in area over bearings greater than 4" BC- From 20 plf at 0.00 to 20 plf at 19.13 BC- From 10 plf at 19.13 to 10 plf at 21.50 120 mph wind, 22.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located PLB- 8583.08 lb Conc. Load at (19.13,18.04) 4X5(R) III anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC PLB- 1387.38 lb Conc. Load at (20.00,18.04) DL=6.0 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. The maximum concentrated load is 8584# 7 10 3X5 G 5X100 4P " 9-6-12 10 6X10, III\ 4 if A11111111 I npm1 IIIISN„0-7-4 jr.„ 1 ., ' 0-7-4 1, 18-0-0 i 1.5X4 III 4X12= 1012(R) III B2 4X16 III 7 3X5(81)= 5X14(B8R) a L1 'J H 5-7-12 T 5-1-4 5-1-4 + 3-1-12 + 2-6-0—H -.-11 1-•-S I 21-6-0 Over 2 Supports ={ R=2011 U=161 W=5.5" R=9906 U=698 W=5.5" Design Crit: IRC2012/TPI-2007ST PLT TYP. Wave T/RT 2%(0%)/4(0) D) 16.01 .#A..t E�.- 'O,p OR/-/1/-/-/R/- Scale =.283"/Ft. i Truss Components of Oregon (503)357-2118 ••WAaMI NG RNI•*READ AND FOLLOW ALL NOTES RA DR S IN LUDIDRAWING! G O REF R7175 16983 p **IMPORTANT.. FURNISH THIS DRAWING TO ALL coxlBAcraRs INCLUDING THE INSTALLERS. � � � y TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme Dare in fabricating. SfetI handling, shipping, installing WTCA)and bracing. Refer[o and Dhow • 19575 �/ TC DL 7.0 PSF DATE 12/27/17 latest BCSIcti nBuilding Component shall Safety Information, byTPIand SI for safety practices prior Cosperforming lthese}unctions. Installers sM1 II provitle temporary bracing per BC51. Unless noted o op chord shall have properly attached structure e ing and bottomr shall have a properly a BC DL 10.0 PSF DRW CAUSR7175 17361040 All I1� rigid ceiling. Location shownfor permanent laterals restraint of webs chord lshave bracing installedtpe attached rigid W. A I' ILIO I N E sections BD B]or unlB10ess to otherwise. R plates drawings shall for standard plate as shown aviromdins / / e mint Details, unle [ e[ a Refer to each ,BGA-�fr plate pnaitinns.b 1 /20 I BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of 1TW Building Components Group Inc. responsible f r any deviationi OREGON J drawing, any filure to build the truss In conformance with ANSI/TPlbl, or or handling, shipping, TOT.LD. 42.0 PSF SEQN- 2 70208 AN ITW COMPANY installation&bracing of trusses. �Q .q A...I on this drawing or cover page listing thls drawing, indicates acceptance of professional engineering •�, +A.20 19tl- reaponsibllity solely for the design slow,. The suitability and use of this drawing for any structure is the •O�D •�� DU R.FAC. 1 .15 F ROM IKE 8351 Rowena Circle reponsibi l ity of the Building Designer per ANS1RpI 1 sec.2. Sacramento,CA 95828 For more informs ion this job's general n s page and these web s ALPINE:www.alp;ne;tw.com C TPI Renew.B/90!201 B www.tp;nst.org: WTCA: waw.sbcindustry.coa; ICC:www.lccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Y 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C4) Top chord 2x4 HF #2 120 mph wind, 22.67 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 2x4 HF #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. 4X5= P 7 10 3X5i 3X5 0� 'v 4 9-6-12 10 P lh 1.5X41 ii 2-8-4 0-7-4 E. = .. - 4,i) 18-0-0 1.5X4 III 3X7 3X5 4X5= 3X5(B2)(R) III LA1 ''' L 5-3-0 10-9-0 5-6-0 1 5-4-4 8-3-0 _I_ 2-10-12 J II`. 19-0-0 J R=908 U=49 W=5.5" R=842 U=41 RL=163/-159 Design Crit: IRC2012/TPI-2007(STD) p PROF PLT TYP. Wave FT/RT=2°x6(0%)/4(0) 16.01 .00.' FS OR/-/1/-/-/R/- Scale =.283"/Ft. Truss Components ofOregon (503)357-2118 ewwARNINOI« Reno AID FOLLON ALL NUTES ON THIS DRAWING! & �o1151 O TC LL 25.0 PSF REF R7175- 16984 ...IMPORTANT.. FURNISH THIS DRPRING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. n II 825 N 4 Ave,Comelius OR 97113 �! T !� Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 r TC DL 7.0 PSF DATE 12/27/17 e edition ofrBCS1c(Building Component Safety Information, by TPI and NTCA) for safety practicesprior ix to performing these functions. tInstallers struct structural sheprovide temporary bo tracing dper shall aven pr noted 0411164, attached I /i top chord performingsha ll hese properly attached stn u sheathing and bottom chord shall h a properly a rigid ceiling. Locations shown for permanent lateral restraint of b all have bracing installed perh6CSl Ail sections 63, W or B10, as applicable. Apply plates to each face of t and position as shorn above and on /� BC DL 10.0 PSF DRW CAUSR7175 17361041 AII I O)11 I I 1 the`Jo Joint.Details, unless not otherwise. Refer to drawings 16notF for standard plate positions1 /2o BC LL 0.0 PSF CA—ENG JCJ/GWH II ILf' ' \v' I Alpine, a division of ITN Building Components Group Inc. shall n responsible f any deviation from this drawing, any failure t (wild the truss In conformance with ANSI/TPIhi, or Por handling, shipping, OREGON AN ITW COMPANY installation A bracing of trusses. 'n�Q t TOT.LD. 42.0 PSF SEQN— 270146 A seal on this drawing or cover peps listing Chis drawing, indictee acceptance or professional engineering •A* +N•20 190 !rr responsibility solely for the design.boon. The suitability end use of this drawing for any structure is the Q�O�. .4.:r `/ DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information this job's general n s page and these web ALPINE:www.alpineitw.comcTPI swww.tpinst.org:NTCA:www.sbciudustry.con: ICCSnon,iccsare.org Renews6/30n019 SPACING 24.0" JREF— 1W6Z7175Z08 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C5) Top chord 2x4 HF #2 120 mph wind, 23.08 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 2x4 HF #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. 4X5 IS 10 10 3X5 ii 3X5$ 4 9-6-12 1.5X4 III Z r 2-8-4 0-7-4 i i =AI .. 1' .\ 18-0-0 r r 3X5(:2)(R) III 1.5X4 HI 3X7= 3X5 4X5= 5-3-0 10-9-0 5-6-0 5-4-4 8-3-0 _I_ 2-10-12 J ' I, 19-0-0 J R=840 U=39 W=5.5" R=836 U=45 RL=152/-139 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'. FSS1 OR/-/1/-/-/R/- Scale =.3"/Ft. Truss Components of Oregon (503)357-2118 "WARN I NG I"READ AND FOLLOW ALL NOTES ON THIS DRAWING! 3' G I N E 0 p g ( ) ••INPORTNNT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /n a �w i/ TC LL 25.0 PSF REF R7175- 1 6985 825 N 4th Ave,Cornelius OR 97113 V ih le Trusses require Fixeren. are in fabricating, handling. shipping, installing and bracing. Refer to and follow 19575 TC DL 7.0 PSF DATE 12/27/17 the latest edition ofBCSIc(Building Component Safety Information, by TPI and WICA) for safety practices prior o performing shall have functions. t cached ers structural provesheath ng and temporary tom chord per BCSall havea properly noted otherwise, %1 Cop chord she h e properly attached sir Lural sheatbing and bottom cMrtl shall have a properly a ached BC DL 10.0 PS F ,041164 rigid ceiling. Locations shown for permanent lateral restraint f webs all h bracing installedtper BCS! /-. /� DRW CAUSR7175 17361042 All LF 1 N „diens Baa ai or unless as applicable. Apply plaRefer es to each face for standard plate as satnefromdth�s TM e Joint Details, unless notetl cable.A. Refer to to each aceAof truss d r plate as shown bo 1 H2O Alpine, a division of ITN Building Components Groep Inc. shall not be responsible f any d OREGON , BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any lfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation Abracing of trusses. +n ro TOT.LD. 42.0 PSF SEQN- 270149 A seal on thiy drawing or cover sign listing thes droning, hand use of this of drawing any uture i lnp 9Ro�o,We 1r�' DUR.FAC. 1 .15 FROM IKE A 000la thly drawly for the design l isti The suitability Indicates use of mis draei,g for professional atructure is the 8351 Roma Cycle responsibility of the Building Designer per ANSI/Tel 1 Ser.2. Sacramento,CA 95828 For more informs ion is Job's general notes page and mese web sites: ALPINE:www.alpineitw.cwntTPI Swww tpinst.org;eTCA:aww.sbundustry.com; ICC:www.iccsefe.org Renews&3012019 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 i e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C6) • Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED 1 Bot chord 2x10 DF-L #2 Webs 2x4 HF Std/Stud :W1, W5 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x6 HF #2: Top Chord: 1 Row @12.0011 o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Deflection meets L/360 live and L/240 total load. Creep increase factor Webs : 1 Row @ 4" o.c. for dead load is 1.50. Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 23.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 4" o.c. spacing of nails perpendicular and parallel to anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 grain required in area over bearings greater than 4" psf. The maximum concentrated load is 6031# Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4X5 TC- From 68 plf at 0.00 to 68 plf at 10.75 ITR ' TC- From 68 plf at 10.75 to 68 plf at 19.00 BC- From 10 plf at 0.00 to 10 plf at 2.37 BC- From 20 plf at 2.37 to 20 plf at 19.00 110 BC- 2726.88 lb Conc. Load at 1.00 BC- 6030.12 lb Conc. Load at 2.37 10 1 Wind loads and reactions based on MWFRS. • 4X8 i 3X5 Q� IP S 9-6-12 3X5 5X10 i 111 I 2-8-4 0-7-4 '___ 18-0-0 I i 3X16 Ill 4X8 3X10= 3X5 3X7III 4X12(B8R) L- 2-5-3 _I– 2-11-1210-9-0 ' 5-4-0 4c 5-4-0 8-3-0 _I_ 2-11-0 J1 I– 19-0-0 al R=8730 U=629 W=5.5" R=1680 U=126 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0+ . - FSs, OR/-/1/-/-/R/- Scale =.311/Ft. Truss Components of Oregon (503)357-2118 wwtARNINGI..REM AND FOLLOW ALL NOTES ON THIS DRANINGI \5 NkG i 1' E 'O TC LL 25.0 PSF REF R7175— 16986 825 N 4th Ave,Cornelius OR 97113 '•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating. handling, shipping, installing and bracing. Refer to and fellow O 1957c �' 17TC DL 7.0 PSF DATE 12/27/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior f o performing these functions. Installers shall provide temporary bracing r BCSI. Unless noted otherwise, %1 top chord shall have properly attached structural sheathing and bottom chord hall have a properly attached rigid ceiling. Locations shown for permanent latera restraint of webs shallhavebracing installed per BCSI 4-.�r BC DL 10.0 PSF DRW CAUSR7175 1 7361 043 Ail sections 63, B7 or BIB,as applicable. Apply platestoeach fate of trussand position as shown above a BC LL 0.0 PSF CA—ENG JCJ/GWH ,4 II l OD I I ry LM1e Jont Decalls, unless noted o<nerwi a Re er totlrawisga 1160otZ�r standar pl positions �dthns 1 /20 II L I \v' I Alpine. a di„lslnn of ITW Bbi Iding eoll�ponente group Inc. h responsible f any deviation f - OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of tresses. db TOT.LD. 42.0 PSF SEQN— 270194 . A.set on this drawing or cover page listing this drawing, Indicates acceptance or professional engineering 9� en.20,10- responsibility solely for the design Shawn. The suitability and nue of this drawing for any structure Is the OLD W.1rV DUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information this job's general notes page and tease web sites: ALPINE:www.alpineitw.com t TPI: wew.tpinst.org:WTCA:www.sbcindusiry.com: ICC:www.iccsefe.org RenewsW3012019 SPACING 24.011 J REF— 1 W6Z7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C7) Top chord 2x4 HF #2 120 mph wind, 24.12 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 :W4 2x4 HF #2: DL=6.0 psf. End verticals not exposed to wind pressure. 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. 4X5 I 10 10 3X54 3X5@ I` �� 9-6-12 1.5X4 III 1.5X4 III i 2-8-4 2-8-4 In n �■ — ■1 4'08-0-0 i i 3X5(R) III 3X7= 3X5(R) III L. 2-10-12 _I_ 8-3-0 5-4-4 >1.‹ 5-4-4 8-3-0 _I_ 2-10-12 J L- 8-3-0 - I.- 8-3-0 J Fr 16-6-0 Over 2 Supports H R=728 U=44 R=728 U=44 RL=127/-127 Design Crit: IRC2012/TPI-2007(STD) D PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0o A' - FSS, OR/-/1/-/-/R/- Scale =.3"/Ft. Truss Components of Oregon (503)357.2118 w"WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWING! ? G 1 N F • Y0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97l l3 •"IMPORTANT"" FURNISH THIS DRAWING TG ALL CONTRACTORS INCLUDING THE INSTALLERS. U. r1 F� REF R7175– 16987 Trusses require extreme are in fabricating. handling, shipping. Installing and bracing. Refer to and follow 19575 he edition ofrBCS!`(Building bComponent Safety Information, by TPI and WTCA) for safety practices prier �r TC DL 7.0 PSF DATE 12/27/17 r. o performing hall have functions. t ache Installers provsheath ng end temporary tom chord per BCSall have a properly notedperly otherwise, �1 top erfor ina these e properly attached structural sheathing end bottom cnortl shall have a properly attached ,0411164 rigid ceiling. Locations shown for permanent lateral restraint f webs all h b ing installed per BCSI 1-. i BC DL 10.0 PSF DRW CAUSR7175 17361044 ,4 L� sections B3, BJ or B10. s^applicable.'Apply plates each faceoftrussstandard position as showneat n fromve this ' e Joint Details. unlessted otherwise. Refer to drawings 16OA-z for plate positions. 1 /20 BC LL 0.0 PSF CA–ENG JCJ/GWH Alpine, a division of ITW Building Components Groep Inc. shall not be responsible f any d e i OREGON drawing, any failure to build the truss in conformance with ANSI/TBI 1, or for handling, shipping. TOT.LD. 42.0 PSF AN ITW COMPANY installation&bracing of trusses. SEAN- 270155 A wl on this droning or cover pop.(!.ting this drawing, Indicates.bapt.now of prof oslon.l.ngins.rinp •n.20,19 responsibility solely Tor the design shown. The suitability and use of this drawing for any structure is the 9 W•�� DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle responsibility of tem Building Designer per ANSI/Tel 1 Seo.2. R°LD Sacramento,CA 95828 For more informs ion this Job's general notes page and these web sites: ALPINE,www.alpineitw.cwntTPI swww.tpinst.org;WTCA:www.sbmw.ndnstry.00m: ICC:wwiccsafe.org Renews&Ma019 SPACING 24.0" JREF– 1W6Z7175Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - C8) Top chord 2x4 HF #2 120 mph wind, 24.12 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. End verticals not exposed to wind pressure. 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. 4X5 10 1 I 1 10 3X54 3X5 k1 I 9-6-12 1.5X4 III 6X6-•I X6= 1.5X4 III 1 1 p I 7 7 2-8-4 2-8-4 40 ' 18-0-0 i / 4X5 % 4X5 8-3-0 a w a 8-3-0 R-3-0 + R-3-0 8-3-0 8-3-0 16-6-0 Over 2 Supports > R=754 U=32 R=754 U=32 RL=127/-127 Design Crit: IRC2012/TPI-2007(STD) O PROF,F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04i) . ilk. `SS OR/-/1/-/-/R/- Scale =.311/Ft. Truss Components of Oregon (503)357-2118 ...WARNING I•• READ AND FOLLOW ALL Notes GN THIS maxim I Cl? �. . i TC LL 25.0 PSF po •'IMPORTANT•• BURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, V it 2D REF R7175- 16988 825 N 4th Ave,Comelius OR 97113 19575 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and fellow r TC DL 7.0 PSF DATE 12/27/17 the latest edition frBCslc(Building Component Safety Information, byTPI and WTCA)rtor safety practices prior i Instal BCS �3 rA to Pchord hall have functions.attached ers structallural provide sheath ng and bracing per avec have noted attached — top d cei ing ng n e properly a for pe stn Lural rM1l restraint and bottomshall chord shall brae a properly a rigid ceiling. Locations own r permanent lateral r ai t of webs sM1al I F bracing installed tper Bcsl �/ / / BC DL 10.0 PSF DRW CAUSR7175 17361045 A ILIJO 1 N I sections Baa ails, unlB10ess s noted Apply plats ro draw n1 faceoof truss oy standard rd plate ashown tions. n from I sec the Joint Details, unless nocetl otherwise. Refer to angs aCra of f and rtl plate as sh wns above d 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a of RTW Building the g Components Group Inc. snail not be responsible for any d this OREGON J drawing, anyfailuret the truss in conformance with ANSI/TPI 1, or for handling. sM1ipping,o AN ITW COMPANY Install at ion&bracing of trusses. •9 `an 20 �90As ♦ TOT.LD. 42.0 PSF SEQN- 270157 A seal on this drawing ormcover page listing this drawing, Indicates sepptenc.of profsasiensl engineering a� responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the �O�D W `,� DU R.FAC. 1.15 FROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/Tel 1 Sec.2. Sacramento,CA 95828 For more Information see this fob's general notes page and these wen ALPINE:www.alpineicw.coin; TPI: w ttl pinsc,org;WTCA: YAM ICC:wow ww.icon,..org Mmeva0130M019 SPACING 24.0" J REF- 1 W6Z7 1 75Z08 s a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - D) Top chord 2x4 HF #2 120 mph wind, 21.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L #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 notches. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel . bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Shim all supports to solid bearing. 4X5 41k i 10°1 41N11 1% 7-5-12 10 4X8(R) III 10 i01 1. 6iiN 7 0-7-4 0 7 0-7-4 `� 18-0-0 V 3X5(F3)i 3X5(F3) LI-0_0 L-o_o P 8-3-08-3-0 16-6-0 Over Continuous Support —> R=103 PLF U=17 PLF W=16-6-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ..EO PROF, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .le �9 t‘. `SS.i OR/-/1/-/-/R/- Scale =.3411/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING, \ PC , 0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius 0R 97113 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 + 2 REF R7175- 16989 Trusses require extreme are fabricating, Safety Information, byricating, handling, shipping, instai ing and brfor safety practicesacing. Refer to and follow p the latest edition o rBCSI` in(Building TPI and WTCA) prior 11 TC DL 7.0 PSF DATE 12/27/17 ww o performing these functions. Installersprovide temporary bracing PerhBCSI.avUnlessnod otherwise, to chord shall have properly attached stn ural sheathing and bottomd=all h e a proprattached / BC DL 10.0 PSF DRW CAUSR7175 17361046 rigid ceiling. Locations s r permanent I restraint of webs shall have bracing installed per BCS, II- .,041164, A OF I sections BD ai or B10unless as applicable. Apply Refer to lateral each face no T for standard position as shown above r and on A N I the Joint 3, B7 o unless notetl cable.A. Refer es to each ace of f ands rtl plate positions. Alpine, a d f ITW Building Components Group Inc. = t berresponsible f any deviationthis G.) 1OREGON BC LL 0.0 PSF CA-ENG J CJ/GWH ng, any`f division` with 1, or for handling, shipping, TOT.LD.LD. 42.0 PSF AN ITW COMPANY instal Iation 6 brae ing of trusses.truss In conformance wlc .V 10 20 '19e0 SEAN- 270214 A awl b this drawing or cover w listing thes druita iii Indicates Me orethisRd.of professional r1 ctIe.isBOL O w,N OUR.FAC. 1 .15 F ROM I KE responsibility l.solely ror the dosign lista the suitability and tee or epi drawing o p for siiy.I structureiengineering the 8351 Roxana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more information see this job's general n s page and these web s ALPINE: www.alpineitw.com: TPI:www.tpinst.org;WTCA: waw.sbcindustry.com: ICC: www.iccsafe.org Renews 6/30/2019 SPACING 24.0" J RE F- 1 W6Z7 1 7 5Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - D1) Top chord 2x4 HF #2 120 mph wind, 21.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: DL=6.0 psf. Calculated horizontal deflection is 0.19" due to live load and 0.23" Wind loads and reactions based on MWFRS with additional C&C member due to dead load. 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 1.5X4 - 11 1.5X4 % 6X8(R) II 7-5-12 10 10 7 L 7 II II 0-7-4 0 1 0-7-4 1 18-0-0 1 \l 3X5(F3) 3X5(F3) 6-7-8 8-3-0 _I_ 1-7-R>I< 1-7-R_I_ 8-3-06-7-8 1< 16-6-0 R=827 U=26 W=5.5" R=827 U=26 W=5.5" RL=155/-155 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave ••rawlNGlaaReAoaxoFOltwuT//RT=2L NOTES ON 6%(0IS 0%)/4(0) 16.01 .'. IA'r rFlcS+s, OR/-/1/-/-/R/- Scale =.35"/Ft. Truss Components of Oregon (503)357-2118 „IgPBRTANT,• FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Txe INSTALLERS. c?' aG�NF.� OZ TC LL 25.0 PSF REF R7175- 16990 825 N 4th Ave,Comelius OR 97113 edition 19575 Trusses require e t eme are in fabricating, handling, shipping, in Lalling and bee ing. Refer to and follow '9 TC DL 7.0 PSF DATE 1 2/27/1 7 ofrBCS lc(Building Component Safety Information, byTPI and WTCA) for safety practices prior Coepegformingthose functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, /t op chord shall have properly attached structural sheathing and bottom chord shall have a properly a BC DL 10.D PSF DRW CAUSR7175 17361047 rigid ceiling. Location shown for permanent lateral restrainthofowebs shall have racing installedtpernBCSSIii I / II s B3, B7 or 010,as applicable. Apply plates to each f t tl position as shown above and I �t ,4 II O� I i tM1etJolnt o::::on-::„7:::::::-....77,..t: tailsonun ess no otherwi a Refer o drawangall�noe hoof stantla ate positions from this 1 /20 II I[1 I \V' I ' BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine, a Iv s of Ibu 0d the g Components orman Inc. sh responsible for any tlppiation Ing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, hipping, OREGON AN ITW COMPANY drawing,l lat ion A bracing of trusses. 0 v TOT.LD. 42.0 PSF SEQN- 270061 A seal on this d,-..Ing or toyer page listing this drawing, Indicates acceptance of professional engineering 9 "en.20 199 '9 responsibility solely for the design shown. The suitability and use of this drawing far any structure is the DUR.FAC. 1 .15 FROM IKE • 8351 Rovana Circle responsibility of the Building Designer per A161/TPI t See.2. OCD W.`, Sacramento,CA 95828 For more informations this Jobs general notes page and these web sites, •� ALPINE:www.alpineltw.com: TPI: www.tpinst.org;WrCA:wew.sbcindustry.com: ICC:www.iccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Ranawe nallUdhl R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - D2) Top chord 2x4 HF #2 120 mph wind, 22.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: DL=6.0 psf. Calculated horizontal deflection is 0.19" due to live load and 0.23" Wind loads and reactions based on MWFRS with additional C&C member due to dead load. 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 0 1.5X4 .-. 400111111111110o. 1.5X44 d ° 6X8(R) 7 10 III 10 7-5-12 7 7 6 b 0-7-4 LL 4' 0-7-4 18-0-0 3X5(F3)4 3X5(F3) I, 6-7-8 8-3 -7 88-3 0 _I, 1-7-8,.L 1-7-8_I_ 8-3-06-7-8 �— 16-6-0 >I R=754 U=17 R=754 U=17 RL=126/-126 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. S.' IIP-c?Y OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING I••READ AND FOLLOW ALL NOTES ON THIS DRAWING! G t hi 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INsrALLms' �.� C1 E(R Oy TC LL 25.0 PSF REF R7175- 16991 Trusses require extreme cs are in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition ofBCSi (Building Component Safety Information, by TPI and WTCA) for safety practices prior 7 TC DL 7.0 PSF DATE 12/27/17 o performing these functions.nt Installers shall provide temporary bracing per BCSI.avUnless noted otherwise. i [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations show r permanent lateral restraint of webs shall have bracing installed per BCS! ,. BC DL 10.0 PSF DRW CAUSR7175 1 7361 031 A I LE 1 ' sections B3, B]or B10unless cable. Apply plates to each faceoffor standarduss and plate as shown above ra�ntl on �- the Joint Details, un a otetl applicable. A. Refer es drawings aceAof for rd plate positions. J BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of 1TW Bulltling Cwmpon 2, Group Inc. shall n be responsible for any tlev iation f this tlrawing, any f ilure to build The Truss in conformance with ANSI/TPI 1, or 1'nr handling, ahipping, OREGON AN ITW COMPANY instal lotion Aabrac ing of trusses. G) v TOT.LD. 42.0 PSF SEQN- 270064 . A...I on thls drswI g or cover pep. listing this drawing, indicates acceptance of professional engineering 9 Van.20,199 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the RO �� DU R.FAC. 1 .15 FROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI t S.e.z. CD vit11 Sacramento,CA 95828 For more information see this Jobs general notes page and these web a � ALPINE:www.alpineicw.can: TPI:www.tpinst.org;WTCA: www.sbcindustry.cwn; ICC:www.iccsare.org SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Renew.SiOnteill R r r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - E) Top chord 2x4 HF #2 120 mph wind, 20.90 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 notches. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel . bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5 /AIIN 6-0-4 11 AIllg 0-7-40-7-4 ., 18-0-04 4 * 3X5(B2)(R) III 3X5(B2)(R) III .—.—O .—.—S • H13-0-0 Over Continuous Support R=109 PLF U=14 PLF W=13-0-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. p PRO Design Crit: IRC2012/TP(-)07()D) E F'SSi OR/-/1/-/-/R/- Scale =.4"/Ft. PLT TYP. Wave FT/RT=2°� 0°� /4 0 16.01 .1A Truss Components of Oregon (503)357-2118 ...WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 16992 p g ( ) **IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. NG RF4 O TO LL 25.0 PSF 825 N 4th Ave,Cornelius OR 9711319575 � Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow . TC DL 7.0 PSF DATE 12/27/17 the f BCS! (Building Component Safety Information, byTPI and MA) forsafety practicesprior �1 t7,o41164iw o Performing[Faso functions. tlns[allersprovitle temporary bracing noted otherwise, ttac ed Cop`herd shall have properly attached structuralshe' ing and bottom al e a properly a - �- �i BC DL 10.0 PSF DRW CAUSR7175 17361032 rigid ceiling. Locations shown for permanent lateral restraint of webs cshall shave bracing installed per hBCS I 1 ^I .4 I�LJO I sections B3, B7 orrnB10,5as applicable. Apply plates draw each faceof truss stands and position as shown aboveandon 1 �7/20 I e Joint Details, un e t otM1erw a Refer to to Hogs 160A-Z f r plate positions. b55 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a iv s of !TTI Building Components Group Inc. shall n rosponsihan f any deviation f this OREGON v drawing, any failure to f fru the truss In conformance with AN51/TPlbl, or for handling, shipping, AN ITW COMPANY installation&'bracing of trusses. pay "+n.20 194%0_ TOT.LD. 42.0 PSF SEQN- 270211 A seal on this drawing or cover page listing this drawing, Indicates ccepta lof professional engineering Roto w•�` DUR.FAC. 1 .15 FROM I KE responsibility solely for the design shw,fl. The suitability and use Oof tills drawing for any structure Is the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renews BI3OI2018 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 ALPINE: www.alpineitw.com; TPI:www.tpinst.org: WTCA: waw.sbcindustry.com, ICC: www.Iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - El) • Top chord 2x4 HF #2 120 mph wind, 20.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1) 4' 10 7 10 6-0-4 I' I' 0-7-4 0-7-4 1.5X4 III 3X5(B2)(R) III 3X5(B2)(R) III 6-6-0 6-6-0 13-0-0 —J R=647 U=27 W=5.5" R=647 U=27 W=5.5" RL=128/-128 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..' `SS,_ OR/-/1/-/-/R/- Scale =.4"/Ft. Truss Components of Oregon (503)357-2118 w"WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! NG v FF 825 N 4th Ave,Cornelius OR 97113 ""IIW�ORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Zy TC LL 25.0 PSF REF "7175- 16993 Trusses require extreme are in fabricating, handling, shipping, installing a.bracing. Refer to and follow 1 9575 the latest edition ofBCSIc(Building Component Safety Information, by TPI and WTCA) for safety practices r TC DL 7.0 PSF o performing)these functions. Installers ashall provide a n bracing noted otherwise, r T DATE 12/27/17 chord shall have temporary per BCSI. oUnless top properly attached sir lateral restraint and of seem a :hall have a properly attached �I. �. BC DL 10.0 PSF DRW CAUSR7175 17361033 rigid ceiling. have pros shown or ed structural sheathing re tr t of webs shall have bracing installedattar ed ,4 1 tsM1 tions B3, B7 or B1O,ass^ppliccable.msApply plates to each faceoffor stand position as shown above on 1 �20 Loft,041111% a"olnt Details. an e ad therw a Refer to abngs 160A-Z fr and plate position= BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a y vision of Ibu Bd the g Components Group Ino. shall n t be response hie for any deviation f this 0 OREGON drawing,nst11any failure to f tru the truss in conformance with ANSI/TPI 1, or for handling, shipping, V' AN ITW COMPANY Tosca)lou on Aabracing of trusses. 9 41o.20 19e0 TOT.LD. 42.0 PSF SEQN- 270083 . A seal on this arming or Cover page listing this drwing, Indicates acceptance of professional engineering responsibility solely for the design sham,. The suitability and use of this drawing for any structure is the -0L O w"N- DU R.FAC, 1 .15 FROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. .- Sacramento,CA95828 For more information this job's general notes page and these web sites: SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE:www.alpbneitw.com Y TPI:www. pinst.org;RICA: www.sbcbndustry.con: ICC:www.iccsafe.org Renews 0/3012019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - FG1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :M4, M5 2x4 HF #2: This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 3X5 n U. 11111111 8-9-15 12.5 I � a 7 12.5 6 11, 0-0-4 _ i _ 0-0-4 / 3X5(D1) = 3X5(D1) 8-5-8 J, 8-5-8 J fE 16-11-8 Over Continuous Support Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) • PR.p p. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. 31p OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503`357 2118 "WARNING!••READ AND FOLLOW ALL NOTES 011 THIS DRAWING! G, tN�'` 825N 4th Ave,Cornelius OR 971J13 "IIPptTAxr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f C1v `ll`� OA TC LL 25.0 PSF REF R7175- 16994 Trusses require extreme are In fabricating, handling, shipping, installing and bracing. Refer to and follow V !/ 19575 TC DL 7.0 PSF DATE 12/27/17 the latest edition of a(Building Componentfabricating, Safety Information, by TPI and*TCA) for safety practicestoandfollor Ir to performing Chase functions. tfostallersuchalllprovitle temporary bracing per hBC5l.racUnless nnoted otherwise, attached , top chord shall have properly attached structural sheathing and bottom chord shall have a properly a i rigid ceiling. Locations shown r permanent lateral arfea t f webs she, have b ing installed per BI:SI« BC DL 10.0 PSF DRW CAUSR7175 17361034 ,4 �� I sections B3, BJ or B10,sasapplicable. Apply plates to each face of truss position as shown aboveandon 1 'IZO ' O ! the Joint Datai,s, un a tatl otherwise. Refer to ings 160A-Z it r plate positions. " Alpie, a division of ITW Builtling Colgwnents Group Inc. shall not be responsible far any deviation f this BC LL 0.0 PSF CA-ENG JCJ/GWH wing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Instal lat ion A bracing Of trusses. I ft./ TOT.LD. 42.0 PSF SEAN- 270030 A seal on this drawing or*ever page listing this drawing. Indicaw Indicates eeptenoe of professional engineering 'V aq,29 via ` th responsibility solely forone design show,. The suitability and use of this drawing far any structure Is the ROI `•1 �v DU R.FAC. 1 .15 FROM I KE 8351 ROyana Cycle responsibility of the Building Designer per ANSI/TPI 1 Se*,2. O Sacramento,CA 95828 For more ,nformatlon s this job's general notes page and tM1eae web sites: ` •• ALPINE: www.alpine,tw.com; TPI:www,tp,nst.org:WTCA: www.sbolndustry.com: ICC: www.iccsafe.org SPACING 24.0" J REF— 1 W6Z 7 1 7 5208 Renews 6/30/2019 e t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - FG2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 3X5--- 1.5X4 HI X5=1.5X411I A\ 1.5X4111 , 12.5 1 12.5 ■ 2-6-0 0-0-4 4 .6„.. 0-0-4 3X5(D1) = 1.5X4 III 3X5(D1) 1.5X4 III L- 2-5-8 J, 2-5-8 J E4-11-8 Over Continuous Support Design Crit: IRC2012/TPI-2007(STD) . PR.FF S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .to i S OR/-/1/-/-/R/- Scale =.437511/Ft. Truss Components of Oregon (503)357-2118 **WARN I NG I.•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 G t N 825N4thAve,CorneliuspR97113 ...IMPORTANT** FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING TMEINSTALLERS. (^� r1 �� G2 TC LL 25.0 PSF REF 87175 16995 Trusses require extreme care in fabricating. handling, snipping, installing and bracing. Refer to and follow •/ 19575 't TC DL 7.0 PSF DATE 12/27/17 elatest edition f BCSI (Building Component Safety Information, by TPI and WTCA) 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 chord shall have a properly a rigid ceiling. Locations shown far permanent latera restraint of web shall have bracing installed per �-. BC DL 10.0 PSF DRW CAUSR7175 17361 048 ,4��01d I the Join Ba, ai or unless ooted oche. e. R plafer es toto wash face f car stand rd plate as shaven above r andon 1 - /20 , J e Joint Details, 610, otherwise.a Refer to drawings aceAof for standard plate positions. I Alpine, a division of ITW Building Components Group Inc. shall not be responsible far any deviation f BC LL 0.0 PSF CA-ENG J CJ/GWH drawing, any falure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, OREGON AN ITW COMPANY Insta I Iat l on Abracing of trusses. TOT.LD. 42.0 PSF +� „ '� SEQN- 270032 . A vel on this drawing or cover page listing tale drweing, Indicates acceptance of professional engineering l on.D20..1,1,1,10:0*, dell I=Y solelyforthe design�_ The suitability and use of this drawing for aD at gq<mre Is the RO DUR.FAC. 1.15 FROM IKE 8351 Rovaa CircleSecC Sacramento,CA 95828 For more information this Job's general notes page and these web sites, ALPINE: www.alpineitw.com CTPI www.cpinst.org;WT.: www.sbcindusiry.cam; ICC: www.iccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5Z08 Renews 813 012 01 8 r # THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - G) 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 67 plf at -1.25 to 67 plf at 7.42 TC- From 33 plf at 7.42 to 33 plf at 12.58 120 mph wind, 20.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 67 plf at 12.58 to 67 plf at 21.25 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 5 plf at -1.25 to 5 plf at 0.00 psf. BC- From 10 plf at 0.00 to 10 plf at 20.00 BC- From 5 plf at 20.00 to 5 plf at 21.25 Wind loads and reactions based on MWFRS. TC- 298.31 lb Conc. Load at 7.36,12.64 BC- 106.63 lb Conc. Load at 2.00,18.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 108.36 lb Conc. Load at 4.00,16.00 BC- 110.95 lb Conc. Load at 6.00,14.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BC- 253.40 lb Conc. Load at 8.00,10.00,12.00 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 IIS 111 3X5 Di 3X5 4 5-6-10 8 8 _L \ N 0-7-4 0 0-7-4 , 1p 18-0-0 -T- /:. 1.5X4III 4X5= 4X8 1.5X4III 5X5(B1) = 5X5(B1) L1-3-01 L1-3-01 k 4-0-0 + 3-5-1 T 5-1-14 >1. 3-5-1 + 4-0-0 > I, 7-5-1 ,I, 5-1-14 ,I, 7-5-1 J 1.' 20-0-0 Over 2 Supports %I R=1776 U=231 W=5.5" R=1776 U=231 W=5.5" Design Crit: IRC2012/TPI-2007(STD) EO PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00 t . SS, OR/-/1/-/ /R/- Scale =.34"/Ft. Truss Components ofOregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING, %) wl F.4` i0 IC LL 25.0 PSF ••IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C7 yREF R7175 16996 825 N 4 Ave,Cornelius OR 97113 19575 R Trusses require extreme care in fabricating, handling, sipping, installing and bracing. Refer to and follow e latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prior ' rT TC DL 7.0 PSF DATE 12/27/17 Go performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,dillib _ Gap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent latera restraint of webs all have bracing installed par BCSI /r- BC DL 10.0 PSF DRW CAUSR7175 17361049 ,4 O sections 83, B]or B10.sssnopetl'I�aewisePp'y plates lto each face f tru and position as shown above and on ' e Joint Details, un e [ oth r Refer to drawings 160A-Z fors standard plate positions. a 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a y f son of IbY Building the g truss iComponents 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, or for handling, shipping. AN ITW COMPANY instal let ion A bracing of trusses. 9 ..WN z9 1900 TOT.LD. 42.0 PSF SEAN- 270161 A seal on this drawing or cover page listing this drawing, indicates acceptance of profwslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the 0L Q W.N DU R.FAC. 1 .15 F ROM I KE 8351 Rovana Circle responsibility or the Building Designer per ANS1/TP1 1 Seo.2. Sacramento,CA 95828 For more information this fob's general notes page and these wee ALPINE:www.alpineltw.comi c TPI www.tpinst.org; WTCA: www.sbcindustry.com: ICC:sites: SPACING Renews 813012019 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - Cl) Top chord 2x4 HF #2 120 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • 4X5 �' r 8 8 1.5X4\\\ 1.5X4/// /� 7-3-4 0-7-4 IV mi 0-7-4 18-0-0 3X5(82)(R) III 3X5 3X5= 4X5(82)(R) III L1-3-01 l< 5-0-0 _I_ 5-0-0 5-0-0 _i_ -n-n 6-8-4 I- 6-7-9 I_ 6-8-4 H I, 10-0-0 ,I, 10-0-0 J 1 20-0-0 Over 2 Supports d R=865 U=38 R=961 U=56 W=5.5" RL=132/-124 PLT TYP. Wave Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 .00 5 . si9A, o ..WARNINCI ww Reno NM FOLLOW ALL NOTES ON THIS DRAWING, ` _`6 „,,,,,‘"'9,.., OR/-/1/-/-/R/- Scale =.34"/Ft. Truss Components of Oregon (503)357-_118 ••INpORTANT•• FURNISH MIS DRAWING 1O ALL CONTRACTORS INCLUDING THE INSTALLERS. (�� P ' TC LL 25.0 PSF REF R7175- 16997 825 N 4th Ave,Comelius OR 97113 19575 Trusses require extreme (Be In fabricating, handling,, oM1 ation, installing and bracing. Refer to and prior �1 TC DL 7.0 PSF DATE 12/27/17 the latest ng edition of BCSI ns.(Building t Coers Sha Safety Information, by TPI and WEICA)SI for safety ted otherwise,to performing these functions. Installers shall provide temporary bracing per BCS,. Unless noted o M1erw iso, top chord shall bhave properly attached structural sheathing and bottom chord shall have a properly attached F. rigitl ceiling. Locations shown for permanent lateral restraint oP web all M1ava bracing installetl par BC51 �r r BC DL 10.0 PSF DRW CAUSR71 75 1 7361 050 l�1 ctions B3, B]or BlOsssnopeUl'oabaewisaply plates to each faced f for stand positoon as shown aboverdtM1ns mint Details. an e t th r Refer to drawings 1GOA-z fr andard plate poeitions. 1 /20 BC LL 0.0 PSF CA-ENG J CJ/GWH Alpine, a div s on of ITN Building Components Group Inc. shall n t be responsible f r any deeiation f OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, GI AN ITW COMPANY Installation A bracing of trusses. A ro TOT.LD. 42.0 PSF SEN- 270165 A weal on this drawing or ower page listing this droning. Indloat...eleptance of professional.ngIn..,Ing 9jQ ae7•20,190 4: - SEresponsibility the QN- Rovana Circle responsibility ori sola Buil itlid rg Designer 'per ANSI/TPI Ibl t2 and use of this drawing for any structure la the QCD W NV DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information see this job's general notes page and these web ALPINE: w.alpineitw.cem; TPI;www.tpinst.org; U, www.sbcindustry.com: ICC:www.lccsafe.org Renews 8130/2018 SPACING 24.0” J REF- 1 W6Z7 1 7 5208 wwW THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - H) 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 notches. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel . bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5 107 10 5-7-4 U 0-7-4 , 411111 c ilimmiEi 1111111 a i i 111111 i Lim 0-7-4 4 4q9-0-0 3X5(82)(R) III 3X5(82)(R) III l< 1' >I l< 1 ' I– 6-0-0 ,I, 6-0-0 J I12-0-0 Over Continuous Support R=110 PLF U=15 PLF W=12-0-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) Ep PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►o,.0 FSS, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Com Components (503)357-2118 w'NARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! GAF /Q p ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 1 6998 825 N 4th Ave,Comelius OR 97113 Q y Trusses require e t eme are in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 7r TC D L 7.0 PSF DATE 12/27/17 a edition ofrBCSIc(Building Component Safety Information, byTPIand WTCA) for safety practices prior t1 ,041164 o performing ha t est functions.attached erstall Psheath ng and bracing per all have a ss properly oherwise. /1 top c shall have properly attached structuralsheathing a d bo<Cwn chord shall have a properly attached 'DTIII 1A` I rlgiah�a l ing. Locations.hew r permanentlateral Tea Taint of web al l h b Ing I .t Ilea pc Bcsl /- /,r BC DL 10.0 PSF DRW CAUSR7175 17361051 A I' LO� I `1 sections 83a NJ oon810, sapplicable. Apply plates to drawings of Cor stuss andard position as shown above romand th^s `1 1 e Joint Details, unlessnoted otherwise. Refer to ings 160A-Z fr plate positions. y �20 I Alpine, a division of ITR Building Components Group Inc. shallt be responsible for any deviation f ^ OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Y, cwiTOT.LD. 42.0 PSF S E N- 270003 AN ITW COMPANY insta nz lat.on A bracing of trusses. A...I on thin droving or cover pegs listing this drawing, Indicates acceptance or prer..elen.l engineering 14) en.20,19e resppi.lbility solely for the design shown.Deown. The suitability end use of this droving for any structure is tM •O I D •-,.‘4.(' DUD.FAC. 1 .15 FROM IKE 8351 Royalty Circle responsibility or the Building signer per ANSI/TPI 1 Sec.2. ` W Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE: www.alpineltw.wm, TPl www.tpinst.org,NTCA: www.sbcindustry.com: ICC:www.iccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Renawa 0/90/201 M THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - H1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1) O/ Aiiiikkhh10 5-7-4 I, U0-7-4 0-7-4 ►i e 9-0-0 4 111 3X5(B2)(R) III 3X5(B2)(R) III 1< 6-0-0 >l< 6-0-0 -I R=603 W=5.5" R=603 W=5.5" RL=114/-114 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.t...t FFt9S1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 w wrARNING I ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! G N F /O 825 N 4th Ave,COme11us 0R 97113 in fabricating, FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 ` 3 Il TC LL 25.0 PSF REF R7175 16999 Trusses require extreme care fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 _7' Y17 the latest edition f BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior . DATE 12/27/17 to performing these functions. Installersshallprovide tenpor oy bracing per BCS1.raUnless noted otherwise, i, TC DL 7.0 PSF top chord shall have properly attached stn tural sheathing and bottom c shall have a properly attached rigid ceiling. Locations shown for permanent laterals res t f webs shall have bracing installed per BGS! BC DL 10.0 PS F ,4�� 1 sections BB, B7 or 610, as applicable. Apply plates to ach face of or d position as shown above and on /� DRW CAUSR7175 17361052 O1 e Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.b 1 �2Q I Alpine, a division of ITN Building Components Group Inc. shall not a responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to build the truss In conformance with ANSI/TPIb1, or for handling, shipping, AN ITW COMPANY instal lotion Aobracing of trusses. 9� +� 20 19e°i �� TOT.LD. 42.0 PSF SEQN- 269907 A seal on this drawing or cover paps listing tills drawing, Indloats acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the OL D W a DUR.FAC. 1 .15 FROM I KE 8351 ROyaDa Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 Fop more information this Job's general n a s page a these web sites: ALPINE:www.alpineitw.com c TPI see WTCA: www.sbcindus yRenews 6190!2019 .com; ICC:www. SPACING 24.0" J REF- 1 W6Z7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - J) 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 4.75 TC- From 34 plf at 4.75 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 BC- From 10 plf at 0.00 to 10 plf at 11.96 DL=6.0 psf. BC- 107.48 lb Conc. Load at 2.00 BC- 110.76 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 246.62 lb Conc. Load at 6.00, 8.00,10.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 1.5X4 III 3X5 am Al2mm 4-5-8 4-6-12 0-7-4 , 4III 1 9-0-0 i 2X4 III 3X10= 1.5X4 III 3X5(B1) l< 1 ' >I 4-9-0 >I< 348 �2-8 3-10-0 I, 11-11-A J R=877 U=27 W=5.5" R=844 U=34 Design Crit: IRC2012/TPI-2007(STD) 0O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .t...t FSS, OR/-/1/-/-/R/- Scale =.4375'I/Ft. ••NARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! I N TC LL 25.0 PSF REF R7175- 17000 Truss Components of Oregon (503)357-2118 \ G F t '•IYpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 G Z Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 14575 editioBMA) '9r I TC DL 7.0 PSF DATE 12/27/17 the latest edition of BC51 (Building Component Safety Information, by TPI and BMA) for safety practices prior I o performing hall have functions. tInstallers tructu a provesheath temporary bracing d shall eVunless noted otherwise, / tap chord Sha n e properly a cached structural sheathing end bottom chord shall M1 e a properly attached rigitl cell ing. Locations shown for permanent lateral restraint f'web shat I have bracing instal led per SCSI , !, BC DL 10.0 PSF DRW CAUSR7175 17361053 • Ail JLO`1 N sections N3 ai or unless to applicable. Apply plaRefer to ldr eachwing faceoffor standard plate as shoran above and on I J e stmt Details, un a otg rwlsa. afar to drawings 160A-2 fel- d plata positions. ° 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine, a division of ITN Building Components Group Inc. shall not be responsible far any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD.LD. 42.0 PSF AN ITW COMPANY instal lat.ion&bracing of trusses. SE N- 270173 . A.awl on this drawing er*over page listing this drawing. Indicates.ee.ptanee of professional engineering '9A Asn•20,19G`_ responsibility solely for the design shores,. Tlve suitability and use of this drawing far any structure is the \OC D •�v DU R.FAC. 1 .15 FROM IKE 8351 Rovana CirclerwDesigner eensiblllty of the Building Desigr per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information Is job's general notes page and obese web ALPINE:www.alpinaliw.wm c TPI:see WTCA: www.sbcintlusiry.com; ICC:www.lacsafe.org Renews 813012019 SPACING 24.0" J RE F- 1 W6Z7 1 7 5 Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- 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 :W2 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7(R) III 1.5X4 111 A I.imiiimiI 5-8-15 5-10-12 10 in 0-7-4 j -- I 9-0-0 1 lam SEMI 1.5X4111 3X5= s.,,. 3X5(B2)(R) III L 6-4-3 _I_ 5-7-5 J 1, 11-11-A J R=606 W=5.5" R=522 U=16 RL=100/-51 Design Crit: IRC2012/TPI-2007(STD) Q PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 .+' - FESS OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! G INF �Q TC LL 25.0 PSF 825 N 4th Ave,Corneous OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TD ALL CON1RACTORs INCLUDING THE INSTALLERS. e'! F� 2 REF R7175- 17001 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 9 ofBCSlc(Building bComponent safety Information, byTPI and WTCA)rt r safety practices prior , TC DL 7.0 PSF DATE 12/27/17 oeperforming't Installers shall provide temporary bracing per BCS!.for noted o i top chord shat a properly attached structural sheathing a Mrd shall have a properly attached / �� rigid ailing.lhLo shown r permanent lateral r websshallhave bracing i ledperBCS! �- , BC DL 10.0 PSF DRW CAUSR7175 17361054 sections B3 B7 or B10, a applicable. A plates t and shown'a above and on aPP Apply P position a 1 ALM I 1 ' the Joint Details. unlessnotedotherwise. Refer to drawings 60A-Z for standard plate positions.b his /LO I \V' BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a i of ITN Building Components Group Inc. shall responsible f any deviation from t OREGON wing, any failure to build the truss in conformance with ANSI/TPIb1, or for handling, shipping, • AN ITW COMPANY An=te l l at ion A bracing of trusses. +n o '' TOT.LD. 42.0 PSF SEQN- 270175 A seal on this drawing orcover page listing this drawing, Indicates acceptance of prof esional engineering w9 on.20,19% responsibility solely Tothe design sly. The suitability are use of this drawing Tor any structure is the 'r fl vv.�� OUR.FAC. 1 .15 FROM I KE 8351 Rosana Circle responsibility of the awl ding Designer per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more information this job's general notes page and these web sites: ALPINE: www.alpineitw.wm C TPI www.tpinst.org:WTCA: www.sbcindustry.com: ICC: www.mosafe.org Renews 0I301201e SPACING 24.0" J REF- 1 W6Z7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- 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 :W2, W3 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 1.5X4III Ii\H‘1 . 1.5X4 III i 7-0-15 7-2-12 100-7-4 Pi - E n900 .l 3X5= 4X5(R) III 3X5(62)(R) III I1 I 2"14 4-8-0 'I< -3-7 7-3-8 4-0-2 I, 7-11-6 ,I, 4-0-2 -J 1 11-11-8 Over 2 Supports R=599 W=5.5" R=527 U=26 RL=123/-61 Design Crit: IRC2012/TPI-2007(STD) PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. .+' - FFSS, OR/-/1/-/ /R/- Scale =.35"/Ft. Truss Components of Oregon (503)357-2118 w•MARNINGI..READ A/1D FOLLOW ALL NOTES ON THIS DRAWING! y GINF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '� lCn 'A TC LL 25.0 PSF REF R7175- 17002 Trusses require extreme are ;n fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 _1' !/ the edition frBCS1`(Building Component Safety Information, bysTP1 a wTCA) for safety practices prier r TC DL 7.0 PSF DATE 12/27/17 o performing these functions. ifostallersalProvitle temporay bracing Per BCSI.avUnless noted otherwise, , /, to chord shall"he a properly attached structuralsheathing and bottomchord shall h e a pro tithedBC DL 1 0.0 PSF ogillihk rigid ceiling. Locations shown r permanent lateral restraint of wall have bracing installed per BCSI ,-r, DRW CAUSR7175 1736105 -- "1 5 A 1 J J 1 sections BD Details, or unless ted other Apply plates to each face of for standard position as shorn above and 1 /`O the point Details. nn a Building Defer a drawings aha,BBAt fr antlibl plate positions. BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of IPA Builtling Components Group Inc. shall not be responsible For any deviation f drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /\ OREGON AN ITW COMPANY instal ation A bracing of trusses. 0 �I/ . A..al on this drawing or cover page listing this drawl eoro TOT.LD. 42.0 PSF SEQN- 270179 responslbl I Icy sola) for the design drawing, IMId use of this dr wi professional structure ucture.ist �� A•20.19 y gn ermpn. NS suitability 2 e,m use of this drawing for any etr„owra'.the OLD W N DU R.FAC. 1 .15 FROM IKE 8351 Rovana Circle renpenalbl I Icy or the Building Designer per ANSI/TPI 1 Sec.2. • Sacramento,CA 95828 For more information is job's general notes page and these web ALPINE:www.alpine;tw.contTPl www.tp;nst.org;eTCA: www.sbc;ndustry.con; ICC,www.lccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Renew.613012019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - J3) 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. 4X5(R) III 1.5X4 III /A0Aglil 8-4-7 8-6-4 0-7-4 � 4. 9-0-0 / 4X5= 3X5(B2)(R) III Lw1 '� 4-8-0 >L- 4-10-0 7-3-8 _I_ 2-5-R J L 9-6-0 -J_ 2-5-8 -J I 11-11-8 Over 2 Supports R=606 W=5.5" R=522 U=35 RL=144/-69 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0" cr �'f6,, OR/-/1/-/-/R/- Scale =.3125"/Ft. ••WARNINGI•• READ AND Fain ALL NOTES ON THIS DRAINING' REF R7175- 17003 Truss N 4th Ave, o Oregon 971157-_118 5 �G N �. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **I�TA�" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING/HE INSTALLERS. U,\ F � �y Ter latest require trema care in ng Component Safety Information,, shipping, installand antl bee Toga. etfer to antl follow 19575 TC DL 7.0 PSF DATE 1 2/27/1 7 Xf eme (Building Congo Safety gby TPI and g1CA) for safety practices prior �� o Performing these functions.attached ers structural provsheath temporary bracing per all have properlyss noted ttachise, top pchorderforming snail have properly attached stn t cal sheathing and ry bra chord rM1BC M1aVU a properly otherwis rigid ceiling. Locations show r permanent"lateral restr int of web all b bee ing installed per BC51 i BC DL 10.0 PSF DRW CAUSR7175 17361056 ,4 L� 1 sections B3, B7 or B10, as applicable. Apply plates to each faceof truss position as shown above rand on 4 I v the Joint Details, unless n ted otherwise. Refer to drawings 16OA-z fee andard plate pcsitions. /20 I BC LL 0.0 PSF CA-ENG JCJ/GWH om Alpine, a y vision of Ibu Bd the g ussinecon Orman Inc. shall n t be responsible f r any tlppiation f wing,any failure to build the truss in conformance with ANSI/TPI ,. or for handling, shipping, OREGON AN ITW COMPANY Instal lation A bracing of trusses. GI .i TOT.LD. 42.0 PSF SEQN- 270177 A awl on this drawing or cover peas listing this drawing. Indicates acceptance or processional engineering e9Ab, 40.20 105 �r responsibility solely for the design shown.m. The suitability ause of this drawing for any structure Is the 8351 Rovana Circle r•epanslbl I Ity of tne Building Designer per ANSI/Tel 1 s.p.2. Q/ D V4.�� DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information s this Jobs general notes page and these web sites: ` SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE:www.alpineitw.com: TPI:www.tpinst.org:10-CA: www.sbcindustry.com, ICC:www.Iccsafe.org Ranaww amble. f a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- 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 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 6-4-13 Alill IIMMI 4 C `� 9-0-0 3X5 III 3X5(B2)(R) III 1< 6-7-12 =3"12 I-1 HZ 6-11-8 Over 2 Supports R=381 W=5.5" R=307 U=34 RL=109/-55 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04 '61'1i .P...& OR/-/1/-/-/R/- Scale =.4"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DtAWINOI 5 G N `% p ...IMPORTANT'. FURNISH THIS DRAWING TO ALL CDNfRAefBRS INCLUDING THE INSTALLERS. �� 2 TC LL 25.0 PSF • REF R7175- 1 7004 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 TC DL 7.0 PSF DATE 12/27/17 The ofrBCSI c(Building Component Safety Information, by TPI and NTCA) for safety practices prior f �� to performing these functions. i Installersshallprovide temporary bracing per BCSI. Unlessnotedotherwise, 1 FW top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI �-, BC DL 10.0 PSF DRW CAUSR71 75 1 7361 057 ,4 JO sections 83. B]or B10, as applicable. Apply plates to each faceof trussLand position as shown above and on 1 /20 the Joint Details, unless notetl otherwise. Refer to tlrawings 160A-Z fors antlartl place positions. L Alpine, a division of ITR Bd the g Components Group Inc. shall n t be responsible for any tlppingion from this BC LL 0.0 PSF CA-ENG JCJ/GWH mg, any r Ila me truss in conformance with ANSI/TPI ,, dr far handling, hipping. //''�� OREGON AN ITW COMPANY installation&a bracing of trusses. GNB .4 TOT.LD. 42.0 PSF SEQN- 270181 A...1 on flits droning or cover Won listing this suitability Indicates of this of prof..a y structure .ntln..rint 1 /l20,101%4_ the 8351 Rovana Circle responsibility of the Building Itl BUDoDasi yon p.�ANSI/T1,1 t1b9actz antl use of rh la ara.lrg for any structure is the CDU R.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI:www.tpinst.org;WTCA: waw.sbcindustry.com; ICC: waw.lccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5 Z08 Ranwu,a RMAIOnta THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - J5) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 8 i 1-10-15 0-7-4 �� 4. 900 1.5X4 III 3X5(82)(R) III L1-3-0J F 1-7s-12 1-11-8 Over 2 Su ports P R=201 U=1 W=5.5" R=58 U=4 RL=36/-24 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.001M' OFFS OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Com Components (503)357-2118 •'WARNING I••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 N `p/ p ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS. \ i TC LL 25.0 PSF REF R7175- 1 7005 825 N 4th Ave,Comelius OR 97113 (� :11111111- Trusses require a trare care in fabricating, handling, shipping, in talling and bracing. Refer to and follow 575TC DL 7.0 PSF DATE 12/27/17 the latest edition of BCS( (Building Component Safety Information, bysTPl and WTCA) for fety practices priorixo Performing these functions.attaached structural asheath temporabboy tomc Nord shg per BCsl. Ven pr notedperly attach da,top crordfor shall have propeunctions. Lasted strers shall sheathing a tl tt all M1a a properly a herwised rigid cei Ing. Locations r permanent I ral rest ai t of webscshallshave bracing in a lediper BCScnBC DL 10.0 PSF DRW CAUSR7175 17361058 ILJO N sectIons 6D B]or B10unl s noteliother Apply plates to wings llcnotf ear stands tluss and siito as shown a ve and /^Oi the Joint Details, unless notptl cable.A. Refer to to ea 1)s aCe.oZ fr r plate as shiwns.°oG Alpine, a division of ITN Baiwi C Group Inc. r or deviation BC LL 0.0 PSF CA-ENG J CJ/GWH P ng ss in p responsible f any d n from this OREGON l drawing, any failure to build the truss in conformvnco with ANSI/TPI 1,rot for bundling. sM1ipping,° AN RTW COMPANY installation A bracing of trusser. ►n .� TOT.LD. 42.0 PSF SEAN- 270076 A.awl en this drawing.r cover page 11.51.9 this drawing. Ind lasses.ee.punee of professional ens lnear Ins lob n'sn.29n 19' respcmsibility r.apansibi I ity of the Building ely for the per ANSI/TPI suitability and use of this drawing for any structure is the -r0/.0 ,00"' DUR.FAC. 1 .15 FROM I KE 8351 Roma Circle Sacramento,CA 95828 For more information is Jobs general notes page and these web sites: ALPINE:www.alpineitw.com tTPI SwBOvm.tpinst.erg;WTCA:www.sbcindustry.com; ICC:www.iccsafe.org SPACING 24.0" J REF— 1 W6Z7 1 7 5208 RanawaflM1114n1p THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - J6) 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 9 $ 4-2-15 0-7-4 2� 1J1 9-0-0 � wow. 1.5X4 III 3X5(82)(R) III L(1-3-0J H 5-1-123"12 'I—I 5-5-8 Over 2 Supports H R=331 W=5.5" R=232 U=17 RL=74/-35 ego PLT TYP. Wave Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 .$. 6, PROFESS, OR/-/1/-/-/R/- Scale =.4375"/Ft. • Truss Com onentsofOre on 503 357-.'1118 "WARNING READ AND FOLLOW ALL NOTES ON THIS ORANINGI NC' fE Oregon ( > Ca 2 TC LL 25.0 PSF Components ••IrpDRraxr•• FURNISH TN Is CRANING i11G TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $ 825 N 4th Ave,Cornelius OR 9711319575 y REF R717 5 17006 . the latest Trusses require extreme are in fabricating,en Safety ng, shipping, installing and bracing. Refer co and prior %:rBGSI`(Bulldi,,o Component c Safely Information, by LPI and WTGA)rfor safety practicespriorj• TC DL 7.0 PSF DATE 12/27/17 to performing ithese hav functions. Installers shall ralpsheathing he to temporary omcbracing per BCSI. Unless nerly otherwise, attached /� top chord snail Locations properly n for pe strman lateral rM1 tr and bottom chord shall havebrae a properly a ,� Oddlkhk rich eel Ing. Locatlona=M1own for permanent°lateral restraint t of eta hall have pos bracing installed owabove and nn BC DL 10.0 PSF DRW CAUSR7175 17361059 A L=1 1 N 1 sections BD Details, or E110unless as voted other Apply plates winM1 faceoffortruans position as shown a Vfromtl[M1^s /LO he Joint Ba ai Is, unless n tetl otherwise. gofer to awing=,GGA-:for=standard plate pneitiona.b GI OREGON ed BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation drawing, any failure t the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY aff Iation 8a bracing orutrusses. 9(�`en.20,�eeo Y TOT.LD. 42.0 PSF SEQN— 270078 . An seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering •rO�CO W•�� responsibility solely for the design shown. The suitabi I ity and use of this drawing for any structure is the `, OUR.FAC. 1.15 FROM I KE 8351 Roma Circleresponsibility of the Building Designer per ANSI/TPI 1 seo.z. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI:www.tpinst.org;WIC, wriw.sbcintlm;ustry.coICC:www.iccsafe.org ReDewa waono,g SPACING 24.0" J REF— 1 W6Z7 1 75208 TI-115 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - J7) 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 P 8 IlliA1 4-2-15 0-7-4 ELEI 9-0-0 3X5(62)(R) III 1.5X4 III 5-1-12I>I--� I- 5-5-8 Over 2 Supports R=231 W=5.5" R=243 U=18 W=5.5" RL=59 PLT TYP. Wave Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 .1, 1�e0 PROFFSd> OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components (503)357-2118 meWARNINIIew READ AND FOLLOW ALL NOTES ON THIS DRAWING! C� �G F Z TC LL 25.0 PSF po ••II1FDRTANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. ,y REF R7175 17007 825 N 4th Ave,Cornelius OR 97113 19575 r Trusses require extreme are in ng Component handling, shipping, installing and bracing. Refer to and fella TC DL 7.0 PSF DATE 12/27/17 e fBC51c(Bu IIdIngbComponent Safety Information, byTPland Pu R CSI for safety practices prior /, o performing i these functions. Installersshallprovide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structuralshe sheathing and bottom chord shall have a properly attached /- rigid ceiling. Locations shown for permanentlateralpres restraint of hall have bracing installed`per BGS! BC DL 10.0 PSF DRW CAUSR7175 17361060 A 1 1=1 1 sections BD Details, or unless ted other 'Apply places drawings tfbe r standard position as shown above and on 1 •X20 the Joint Oerei le. nn a ted otherwise. Refer to each ,noA-Z fr lard plate positions. GI OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH I ' Alpine, a division of ITN Building Components Group Inc. shallresponsible for any deviation from this Ing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. AN ITW COMPANY drawing, installation.bracing of trusses. I "a',2O lsed ( TOT.LD. 42.0 PSF SEQN- 270081 A seal en this drawing or cover paps listing thin drawing, Indicates acceptance of professional engineering -1474101 ‘14.t"' odD •s�v responsibi I ity solely for the design shown. The suitability and use of this drawing for any structure is the `, OUR.FAC. 1 .15 FROM I KE 8351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.z. Sacramento,CA 95828 For more information this job's general notes page and those web ALPINE,wuw.alpineitw.com t TPI see w w.tpinst.org;NTC., ww .sbcindustry.con; ICC,www.iccafe.org Renews p13012019 SPACING 24.0" J REF- 1 W6Z7 1 75208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - K) Top chord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: :T3 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 :M3, M4 2x4 HF #2: 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. Truss designed to support 1-0-0 top chord outlookers and cladding See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind load not to exceed 3 PSF one face and 24.0" span opposite face. bracing requirements. Top chord may be notched 1.5" deep X 3.5" along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" Deflection meets L/360 live and L/240 total load. Creep increase of notches. Do not notch in overhang, or heel panels/[NNL] areas. factor for dead load is 1.50. 4X5 AIN\II T3 1 i 0 9-4-4 •' 0-7-4 C C a -7-4 AB 9-0- 3X5 V T 3X502)(12) III 3X53X5(82)(R) III 7-4-5 H 1 'J [NNL] L1 'J k 6-0-0 >Ic 15-0-0 1 10 I, 10-6-0 __11-2,71_ 9-3-12 J f< 21-0-0 Over 2 Supports R=798 W=5.5" R=159 PLF U=6 PLF W=9-5-8 RL=202/-202 Note: All Plates Are 1 .5X4 Except As Shown. .0 PRO Design Crit: IRC2012/%(-)07()D) FSS� OR/-/1/-/-/R/- Scale =.283"/Ft. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .1. Truss Components of Orngon (503)357-2118 '•wARNINGI•• READ AND FaLa ALL NOTES ON THIS CRAVING! ' NC v�F4 09 TC LL 25.0 PSF REF R7175- 17008 '•IMPORrlwr•• FURNISH THIS ORANING To ALL CoIRRAC,ORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 19575 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow TC D L 7.0 PSF DATE 12/27/17 the latest edition ofBCSlc(Building bComponent Safety Information, byTPI and NTCA)rfor safety practices prior %h o performing hall have functions. t ache structuralers shall temporary bracing per BCSall e a ss noted properly otherwise, top chard she these e properly attached sir u sheathing and bottom chord shall have a properly a w 0411164 rigid ceiling. Locations shown for permanent lateral ares rain of webs shall have bracing I stall d per BCSI all. BC DL 10.0 PSF DRW CAUSR7175 17361061 ,4 �O` 1 tsry tions B3, B151ron8,O,sas^applicable. Apply plates to chaface�f for stand position as shawl above and on 1 �20 J e Be dila. oohs ed otM1erw�e Refer to each ,oA-'f and place positions. BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine,a i of nW Building wi vents Group Inc. sM1 c be responsible f any deviation from this 411OREGON J drawing,any failure to build the truss n conformance with ANSI/TPI 1, or tar handling, shipping, AN ITW COMPANY instal hat ion A bracing of trusses. 1 `sn.2o,1900 TOT.LD. 42.0 PSF SEQN- 270028 A meal en NIsy drawing or wavthe ra pagesign listing this drawing,suitability l indicates op tAle or profefor any structure attoreengineering �OC O W•�� DUR.FAC. 1 .15 FROM I KE responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 Rovana Circle responsibility of the Building Designer per ANSItTPI 1 Seo.2. Sacramento,CA 95828 For more information see this job's general noted page and these wenRenews 813012018 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 ALPINE:www.alpineicw.com: TPI:www. pinst.org;NTCA: www.sbcindustry.com: ICC: www.lccsafe.org !f f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - K1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. Right cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Asymmetric truss design-Do not install end-for-end. 4X5= 3X5 i 3X5 9-4-4 10 1 likiih Al 7 10 0-7-4 limmimmoomi • : 0-7-4 ID 9-0-0 / mm 1.5X4111 3X5= 1,5X4111 T 3X5(B2)(R) III 3X7 3X5(B2)(R) III L1 ',J 9-0-0 =-1<1 ''.1 5-3-8 6.4-8 4-0-8 5-3-8 9-.-1 11-e-1 hz -- --- 21-0-0 Over 2 Supports R=430 U=84 W=5.5" R=1799 W=5.5" RL=179/-179 Design Crit: IRC2012/TP(-)07()D) w1D PROFESS, OR/-/1/-/-/R/- Scale =.283"/Ft. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .e. �� . Truss Components of Oregon (503)357-2118 ••dal FURNIS•READ AIMRAW NGFOLLOW ALL ONTRA 011 THIS INCLUDING DRAWING! tAG `EPA. 2 TC LL 25.0 PSF REF R7175- 17009 ii Il�oNrANr• FURNISH THIS DRAWING 10 ALL CONTRACTORS bxcwolxD rxe INSTALLERS. f�/ 17 825 N 4 Ave,Cornelius OR 97113 19575 Trusses require extreme care In fabricating, SfetI handling, shopping, installing and bracing. Refer to and fella„ 51 TC DL 7.0 PSF DATE 12/27/17 the latest edition of reBCS1cti (Building. nst Component Safety Information, by TPI and'RCA) YoU safety practices prior o performing these functions. clnstallersucha shall provide temporary bracing per BC51. Unlessnotedotherwise. 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 websall have bracing installed per BC51 601111)' BC DL 10.0 PSF DRW CAUSR7175 17361062 ,4�L�) sections B3, B7 or B10, as applicable. Apply plates each faceof truss n as shown above and dtons 1 /20 ' the Joint Details, ":less n tetl otherwise. Refer tr drawings 160A-z fr r plata poditions.bO BC LL 0.0 PSF CA-ENG J CJ/GWH I Alpine, a y fai lur of Ibu Bd the g Components Group Inc. shall n t be responsible f r any tlpping, ^ OREGON � Drawing, any failure to build the truss in conformance with ANSI/EPI 1, or for handling, shipping, �1, AN ITW COMPANY instal ration A bracing of trusses. I 1'40.2U 1946 TOT.LD. 42.0 PSF SEQN- 270007 A spot on thin soelor their sign Shoeing thin suitability Indicatesdusacceptance d.of professional ucIsengineering RO`0 W•�� DUR.FAC. 1 .15 FROM I KE Aresponsibilitys�aiisolely for the designe listing The sdrowi . dn use of this drawing for any al structure the 8351 Rowena Circle responsibility of the Building Designer per ANSI/FPI 1 Ber.2. Sacramento,CA 95828 For more information is fob's general notes page and these web sites: ALPINE: www.alpineitw.com CTPI www cpinst.org;wTCA: www.sbcindustry.cam; ICC: www.lcasafe.org Renews 8/3012019 SPACING 24.0" J REF- 1 W6Z7 1 7 5 Z08 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - K2) 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 :W3 2x4 HF #2: DL=6.0 psf. Right cantilever is exposed to wind 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. Asymmetric truss design-Do not install end-for-end. 4X5= OM 3X5 i 3X5 9-4-4 1010 116 0-7-4 i ••: 0-7-4 : 9-0-0 7 •._ 1.5X4 III 3X5= 3X7 T 3X5(82)(R) III 2X4 3X5(82)(R) III LE1 ''J L1-6-8LE1 I-I < 5-3-8 >< 5-2-8 >< 5-0-12 _I_ 5-5-4 5-3-8 5-2-8 8-8-12 -7-1-9-e 1-.-II I-.-9 H21-0-0 Over 2 Supports R=920 W=5.5" R=1090 W=5.5" RL=179/-179 Design Crit: IRC2012/TPI-2007(STD) • PR•Flc PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1. a S� OR/-/1/-/-/R/- Scale =.283"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"READ ARD FOLLOW ALL NOTES CR THIS DRAWING! `Gj G►NF 825 N 4th Ave,Cornelius OR 97113 ..INFORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /� �� ,L TC LL 25.0 PSF REF R7175- 17010 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t V 19575 the latest edition f BCS! (Building Component Safety Information, byTPIand MICA) for safety practicesprior '9r TC DL 7.0 PSF DATE 12/27/17 o performingthesefunctions. tlnstallersucM1a la lateral temporary bracing iM1ortlef have bracing noted otherwise, , T to chord shall have properly attached structural sheathing and bottom shall have a properly attached ' BC DL 10.0 PSF DRW CAUSR7175 17361063 rigid ceiling. Locations shown for permanent t restraint of websshallM1 b Ing In talledper BCS! /-,s0 A��O`11 N TM the BD Details, or B10unless as applicable.ed thr1se.Apply plaRefer to lto eachwing faceoffor struss andard position as show above raomdtM1n is 1 J a.loins Bdivils, unless n tad otherwise. Refer to Inc.drawings,6not f ansibl plate positions. G I BC L L 0.0 PSF CA-ENG JCJ/GWH Alpine,a y vision of Ibu Building Components Group Inc. shall n nor for than for any deviation f drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY insta l lat l on&bracing of trusses. GI . A w1 on this drawing or cover page listing this drawing. Indloates s V +' TOT.LD. 42.0 PSF S EQN- 270013 responsibility solely fpr.0 design shorn. The suitability and use of.Is drawl professional any ..resist BA,ZO 190 responsibility of the Building Designer per ANSI/TPI 1 Sc.2. ^9 war any structure is the ire, p W.0� OUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle `, Sacramento,CA 95828 For more information See this job's general notes page and these web sites, ALPINE: www.alpineitw.com: TPI:www.ipinst.org:MTCA: www.sbcindustry.com: ICC: www.iccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 75208 Renews 819 01 7 01 8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - K3) 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 :W3 2x4 HF #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 for dead load is 1.50. 4X5= • • 7 1O /(5/ 3X5 9-4-4 1.5X4 III ! 1 li 1-10-11 0-7-4 i11 _ 9-0-0 i 4111 3X7= • 3X5(B2)(R) III 3X5(R) III • L1 'JI - - -•- - .- 5-3-8 5-2-8 8-11-8 .-a-. < 19-5-8 Over 2 Supports =1 R=936 W=5.5" R=855 W=5.5" RL=152/-155 Design Crit: IRC2012/TPI-2007(STD) W PR•FF S S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ... i OR/-/1/-/-/R/- Scale =.283"/Ft. "WARNING READ AND FOLLOW ALL!DYES ON THIS DRAWING! REF R7175- 17011 Truss Components of Oregon (503)357-2118 �5 �G N E .� 02 TC LL 25.0 PSF ...IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 ('J 9 Trusses require extreme are In fabricating, SfetI handling, shipping, installing dd antl bracing. Refer to and follow 19575 TC DL 7.0 PSF DATE 12/27/17 a edition ofuBCSI nctions. Installers (Building Component Safety Information, by TPI an WTCA) for safety practices prior o performing these Tproperly attached structural asheide thing and bo bracing per FICall Unlessproperly otherwise, • 1 rig clwrtl s°all Lave properly a forhpe sir tura! ral re tr ant item chord shall brae a properly a perM1et , BC DL 10.0 PSF rigid ceiling. Locations shown r permanent lateral restraint int of webs shall have bracinginstalled per BCsI 4011'''... -./' DRW CAUSR7175 17361064 A ,L= I sections BD Details, or B10unless as applicable. Apply plates to weaching faceof truss and standard position as sown above and on 7_,...000;,/ J the Joint Details, unless noietl otherwise. Refer to drawings 160A-Z f antlartl plate positions. BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of ITW Building Components Group Inc. shall n t be responsible for any deviation from this OREN AN ITW COMPANY drawinigia any failure to build the bracing of trusses truss in conformance with ANSI/TPI ,, or for handling, snipping,ion +n o TOT.LD. 42.0 PSF SEAN- 270017 A seal on this drawing or cover page iisting this drwinng, Indicates eaeepunea of professional engNaering .0.20responsibility show, The 8351 Rovana Circle reponsibility ofltthe Bull`i'ng Desig a per ANSI/TPI 1 Sec`2"tl""of tM1ls erasing for arty s[rvctura Is`°' ROCC VVDUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 Por more information see is job's general n s page and these web s ALPINE: www.alpineitw.com: TPI:www.tpinst.org: WiCA: waw.sbcintusiry.com: ICC: www.iccsaie.org __ SPACING 24.0" J REF- 1 W6Z7 1 7 5 Z08 Renews 813012019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - K4) 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 :W3 2x4 HF #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. 4X5(R) III . 2 10 3X54 3X5 D� 9-4-4 10 4-4-11 0-7-4 9-0-0 i Tw 1.5X4 III 3X7= 3X5(82)(R) III 1.5X4 III L1 '1 l< 1 ''1k 5-3-R 10-6-0 5-2-8 5-11-8 I, 1R-5-8 • R=796 W=5.5" R=729 W=5.5" RL=136/-128 • Design Crit: IRC2012/TPI-2007(STD) 0)PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .M. . S'.es OR/-/1/-/-/R/- Scale =.283"/Ft. • Truss Components of Oregon (503)357-2118 a*WARN!NGI«READ AND FOLLOW ALL NOTES ON THIS DRAWINGI N.� G` " O REF R7175 17012 pp B ( ) .NWORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 " ‘it, y TC LL 25.0 PSF 825N4thAve,CorneliusOR97113 uses CTRs Ora in fabricating, handling, shipping, o 19575 require a g, g, pping, Installing and bracing. Refer t and follow 9' DATE 12/27/17 the latest edition ofrBCSlc(Building Component Safety Information, by TPI and WTCA) for safety practices prior r , TC DL 7.0 PSF to performing hall have TproperlyW tacheInstallers structu a provesheath ng and bracing par shall aven pr nomadperly otherwise,onAir cop c Sha a properly attached structural Nal sheathing antl bottwn c shall have a properly attached rigid°ceiling.thesefunctions. she n far permanent t restraint f b= hell have bracing installed per BCSI /+ �i BC DL 10.0 PSF DRW CAUSR7175 17361065 A I' ILJO 1 N E the sections 8De ails, u 0 sssnoted cable. Apply ferplates to ldr each face tif for tand pas Irate po Shaan evin.. n fromdthls e Joint Details, unle o etl otherwise. Refer to tlrawings 160A-Z fors antla rd plate positions. 1 i2o gC LL 0.0 PSF CA-ENG JCJ/GRH Alpine, a of ITO Building Components Group Inc. shall n responsible f any deviation - OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, GI AN ITW COMPANY instal hat ion A bracing of trusses. n. a `� TOT.LD. 42.0 PSF SEN- 270020 . A.«I on this drawing or cover page liming this drering, Indicates acceptance or professional engineering 9A a0.20.144 ! SEQN- solely for the design shown. The suitability antl use or Ula drawing for any structure Is the IrOL p W. DUR.FAC. 1 .15 FROM IKE 8351 Roezna Circle responsibility of the Building Designer per AICs I/TPI T Sec.2. Sacramento,CA 95828 For more information this Jobs general notes page and these websites: ALPINE:www.alpinaltw.com t TPl Swww.tpinst.trg:wTCA: www.sbc mtlustry.com; ICC: mww.iccsafe.org Renews BIs012ot9 SPACING 24.0" J REF- 1 W6Z7 1 75Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - L) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel . bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. I ■ 4 1111 II II 11 III 3-7-13 1IP11 3X5(A1) H 9-7-12 ,3"12 I---I 9-11-8 Over Continuous Support R=97 PLF U=22 PLF W=9-11-8 RL=13 PLF Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Wave Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 .:; tN4 1fp el.:0s OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-'118 ew■ARNINGIww READ AND FOLLON ALL NOTES ON THIS DRAWING/ �� aG, ��`� �A TC LL 25.0 PSF 825N4thAve,Comeli�sOR97113 "IMPORTANT" FURNISH TMISDRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS. v REF R7175- 17013 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 the latest edition of RCS/ (Building Component Safety Information, by TPI and WTCA) for safety practices prier f pj, TC DL 7.0 PSF DATE 12/27/17 to to performing chase fproperly attached ers structural II provide tempora bo tracing d shall have propess rly attached^ top chord cei snail have properly attached sir ural rM1l restraint and bottom chord shall M1 e a properly attached RC rIII 1A` I rigid ceiling. Locations shownr permanent lateral res Int of ba all have bracing installed per RCS! /�- �i41r BC DL 10.0 PSF DRW CAUSR7175 17361081 A I' IL )�I \1 sections RDe ails,nunl as applicable. Apply plates drawing Taceoof fortrutand rd plate as sham above antl o O V I Al mint Becai le, unless noted otherwise. Refer to sha,mot fere=antlartl plate positions. ti 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine, a i of 1bu build Building truss in Group Inc. shall not be responsible T any deviation from this OREGON drawing, any failure to build Cha truss in conformance with ANSI/TPI ,, or for handling, shipping, of trusses. t .4 TOT.LD. SEQN- AN ITW COMPANY AnwsealIon this drawing or cover page listing this drawing, Indicates acceptance or professional engineering 91Q0`.20,199�t DUR.FAC. 12.10 PSF FROM I KE70203 responsiblI ity solely for the design shown. The suitability and use of this drawing for any structure is the ♦• •8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more informs ionthis job's general notes page and these web SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE:wrw.alpineitw.comi TPI: www. pinst.org:WTCA:mww.sbcindustry.com; ICC:no,,.iccsaFe.org Renews 0/3012019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - L1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. 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. 1.5X4 III i •• 1.5X4 ails 4 1 — 3-7-13 0-4-0 1 ID 9-0-0 4 3X5= 3X5(A1) t< 1 ' >I L- 6-1-R 3-6-4 ___ 9-11-8 Over 2 Supports ={ R=502 W=5.5" R=411 U=7 RL=60 PLT TYP. Wave Design Crit: IRFT/RT 2%(0%)/4(0) D) 16.01 .1r e�PROp�S' OR/-/1/-/-/R/- Scale =.4375"/Ft. .►' j�oli9lr� 2 •"WARN INGI••READ AND FOLLOW ALL NOTES ON'RIS DRAWING; O TC LL 25.0 PSF Truss Components Of Oregon (503)357- 118 •..IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ] L1 •y REF R7175- 17014 825 N 4th Ave,Cornelius OR 97113 installing and bracing. Reser m and follow //�_7 19675 T 7 1Fr Trusses require extreme care In fabricating, handling, shipping, Tal and andb for safest the latest edition of BCSI (Building component safety Information, by y practices prior r , TC DL 7.0 PSF DATE 12/27/17 o performing these v functions.attachell structural shall ng and tom chord per RCSall have a pr notedperly attachise^ top chord rfor snail have properly attached Installers u sheathing tg antl temporary bra chortl shall h e a properly attached 441164, rigid ceiling. Locations show r permanent lateral restraint f webs all have bracing install d per BCSI /� �',. BC DL 10.0 PSF DRW CAUSR7175 17361082 A I' I F'[I I the Bad B7 or ails, ull as aoted otherwise. Apply plates o each faceoffor tantl rd plate as shownabove and o 1 - tx a Joint Retails, unless noted otble. se Refer to drawings aceAof truss and position place positions. GG I Alpine,a i of ITW Building Convonents Group Inc. shall not be responsible f any deviation from this 0 OREGON J BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any.allure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, • TOT.LD. 42.0 PSF SEQN- 2 70200 AN ITW COMPANY Into l lest ion a bracing of trusses. V n.20L,e G r responsibilityA sb thiy soelyg or teer sign Mowll.this uitabhli it end use ofpthishdr of grforna y st uctlr.erlrp RO�D W•�{' DU R.FAC. 1 .1 5 F ROM I KE eai.solely for theodesign shows The suitability diu use of acceptance drawing for any al engine ri the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information this jobs general notes page and these web a SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE: www.alpineitw.com t TPI www.tpinst.org:ATCA: www.sbcindustry.com; ICC:wew.lccsafe.org Renewa 0/90/2019 I 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - L2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. • 11111111 4 2-9-13 0-3-11 N11111111■ ■ ■ ■ ■ ■ ■ ■ a. 9-0-0 i 3X5(A1) L1 ' >I 7-1-123"12 'I`I 1 7-5-8 Over Continuous Support R=98 PLF U=34 PLF W=7-5-8 RL=17 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , p PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00 .+' - ESS, OR/-/1/-/-/R/- Scale =.4375"/Ft. _ • • Truss Components of Oregon (503)357-2118 "WARNING!" READ AND FOLLON ALL NOTES ON THIS MOVING! :0 `G I N E 1) 825 N 4th Ave,Comelius OR 97113 ""IMPORTANT"" FURNISH THIS DRAWING.TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C �" �� A TC LL 25.0 PSF REF R7175- 17015 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow '19575 !7 TC DL 7.0 PSF DATE 12/27/17 the latest edition ofrBCSlc(Building Component Safety Information, byTPIand WTCA) for safety practicesprior o performing these Tproperly attached Installersshallprovide ng and bo bratom chord shng per all have a ss properly otherwise. �) top chord shall have properly a Instal stn tural sheathing and bottom shall have a properly attached rigid ceiling. Locations shown r permanent Ovral restraint of websshallhave bracing Installed per esti �'. �� BC DL 10.0 PSF DRW CAUSR7175 17361066 A I' .P1 the Join BB, ai or unlB10ess as applicable eR plates at"alacnotf for and position as shown above and on w he Tint Details, unless nntetl otherwise. Refer to drawings 160A-]f standard plate pfsitifns. 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH I ' Alpine, a d;vlslon of ITW Builtling Conponents Group Inc. sM1 responsible for any dev;at;on from this OREGON allure to builtl the truss In conformance with AN51/TPlbl, or for Fantlling, shipping, AN ITW COMPANY 1115taI late n a bracing of trusses. n . m v TOT.LD. 42.0 PSF SEQN- 270206 A wl on this drawing or cover page listing this drawing, Indlo h..ccepsnwe of professional engineering 4 Ofl•29 199 1r - respnnsibility solely for the design slow,. The suitability and use of this drawing for any structure is the R0� •��/ DU R.FAC. 1 .15 F ROM IKE 8351 Rovana Circle responsibi I ity of the Building Designer per ANSI/TPI 1 Sc.2. Sacramento,CA 95828 For more information this job's general notes page and these web sites: ALPINE: www.alpineKw.com<TPI see •l-CA: wxw.sbcinaustry.con: ICC:waw.mccsafe.org SPACING 24.0" J REF- 1 W6Z7 1 7 5 Z08 Renews 915012019 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. —BUTTERFIELD PARK — LOT 3 -- TIGARD, OR — X) Top chord 2x4 HF #2 120 mph wind, 20.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. 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. 1.5X4 III • 5-6-10 10 I' 0-7-4 �� ` 18-0-0 / 1.5X4 III 3X5(B2)(R) III l< 1 ' >I I_ 5-11-4 R=344 W=5.5" R=253 U=53 RL=121/-50 Design Crit: IRC2012/TPI-2007(STD) , O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.E+ .+' FFS,, OR/-/1/-/-/R/- Scale =.4375':/Ft. Components of Oregon (503)357-2118 p Truss Com ••.ARNINCI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! \5 �GINFF �O TC LL 25.0 PSF REF R7175- 17016 ...IMPORTANTFURNISH THIS°RARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 C9 41 14 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and foIlow 19575 TC DL 7.0 PS F DATE 12/27/17 the latest edition ofBCSlc(Building Component Safety Information, byTP1 and WTCA) for safety practices prior o performingthese have functions. ifostallersu`M1ala lateral temporary bracing per BCeI_racnless noted otherwise, attached C. to chord shalle properly attached structural sheathing and bottom chord shall have a properly aBC DL 1 0.0 PSF rigid ceiling. Locations shown r permanent i t restraint f webs all h bracing installed ipar hBCSI ,� %, DRW CAUSR7175 17361083 All L= d N ii i sections BD Details,or unless as applicable. Apply plaRefer to ldr each faceof trussstandard position a from this tw a Joint Details, unless notetl cable.A. Refer to drawings aBBAof trus andpo place positions.shown and on 1 /2O _ Alpine, a division of ITW Building Components Group Inc. shall not be responsible f any deviation OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH i drawing, any failure to build the truss in conformance with ANSI/TPI T. or for handling, shipping, AN ITR COMPANY installation A bracing of tresses. q TOT.LD. 42.0 PSF SEQN— 269990 A see!en tale dressing er cover peg.Meting this drawing, Indicates acceptance of professional engineering 9 an.20,19tl_ responsibi I ity solely for the design shown. The suitability and use or this drawing for any structure is the ROS p W,�� DUR.FAC. 1 .15 FROM IKE 8351 Ariane Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information sea this Jobs general notes page and those web ALPINE:www.alpineitw.com: TPI: aww.ipinst org:WTCA:www.sbcindusCry.con; ICC: mvw.i<csafe.org SPACING 24.0" J REF— 1 W6Z7 1 7 5Z08 Renews 813012019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - X1) 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 0.00 to 68 plf at 5.94 1 BC- From 10 plf at 0.00 to 10 plf at 5.94 120 mph wind, 21.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 865.32 lb Conc. Load at 1.00, 3.00, 5.00 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. 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. 1.5X4 III 10 4X8 Di 1110 5-6-10 U I IIII • 0-7-4 , �J18 0 0 3X10I11 3X5(R) III 3X5(81) L 3-0-0 J, 2-11-4 -J 5-11-4 Over 2 Supports R=1553 U=93 W=5.5" R=1507 U=90 Design Crit: IRC2012/TPI-2007(STD) O)PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..4 lit ,r `SSS OR/-/1/-/-/R/- Scale =.4375"/Ft. "WARNING!"veno NW FOLLOW ALL NOTES ON THIS orwiilGl �� 2 REF R7175 17017 Truss Components of Oregon (503)357-2118 a� EF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 *•IMPORTANT.• FURNISH THIS IS BRARI"G TO ALL CONTRACTORS INCLUDING THE INSTALL. '18575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t follow �r TC D L 7.0 PSF DATE 12/27/17 the latest edition of BCSI (Building Component Safety Information, byTPIand 1RCA) for safety practices prior T T o performing these functions Installers shall provide temporary bracing aptlerhBC51. Unless noetlo rwise, _ top chord shallhaveproperly attached structural sM1 aching a shall have a properly attached rigid hceil Ing. Locations shown for permanentItare 1 have bracing installed perBCSI /� . / BC DL 10.0 PSF DRW CAUSR7175 17361084 r1sections B3. B7 or B10, as applicable. Apply platesto each)face fof truss rand position as shownaboveand o 41�I O 1] I 1 theJointRetails, unless noted otherwise. Refer to drawings for standard place positions. from lu I \v' 1 X20 BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine,a division of ITWbu Building truss in group Inc. shall t be responsible for any deviation f this OREGON drawing,any failure to build the truss in conformance with ANSI/TPI 1,or tar handling, shipping. TOT.LD.LD. 42.0 PSF AN ITW COMPANY inial Tau on&bracing of trusses. /AN 447 201W4b SEQN- 270168 •• A seal on this solelyp or then page hoar. this druIta iii Indicates of thisild.of professional uctire is O`D W•N� DUN.FAC. 1 .15 FROM I KE reseal lnllls drlwin for cover repige listing The suitability I and use of ells drawingp for anyio al engine rl the 8351 Rovana Circle• responsibility of the Wilding Designer per ANSI/TPI 1 Sen.2. Sacramento,CA 95828 For more information this Jobs general notes page and these web • ALPINE:www.slpineitw.com tu TPI: www.tpinst.org:DTCA:www.sbndustry.cem: ICC:www.icsafe.org Renewa6MOM019 SPACING 24.0" J REF- 1 W6Z7 1 7 5Z08 A 9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - X2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. 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 8. lijli 4-6-12 V 0-7-4 �, 9-0-0 1.5X4111 �/ 3X5(82)(R) III L1-3-0J I 5-11-4 H • R=358 W=5.5" R=247 U=18 RL=79/-37 Design Crit: IRC2012/TPI-2007(STD) Ep PROF- PLT TYP. Wave FT/RT=2e%(O%)/4(0) 16.01 .',e leS4i OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 m°rANNINGIww READ AND FOLLOW ALL NOTES ON IRIS DRANINGI \ ‘..‘0.1 .Z• ,;.F 0. TC LL 25.0 PSF 825 N Ott Ave,Cornelius OR 97113 •'INpORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. CJ J. REF R7175- 17018 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to and follow f 19575 9 the afrBCSI`(Building°Component Safety Information, byTPI an WTBA)rfoor safety practices prior f, TC DL 7.0 PSF DATE 12/27/17 tx o performing these functions. tlnstallersuccall provide temporary bracing per BC51.bracing noted otherwise, vanon Cop chord shallhaveproperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1 h b ing installedperecsl f� i BC DL 10.0 PSF DRW CAUSR7175 17361067 A L� sections 83, ai or unlB10ess to applicable.'Apply plates to each faceoffortrustandard position p tions. n from 1 /ZO theAlpine, Details, dole t otherwise. Rorer to drawings,GOA-Z a forresponsibl plate positions. BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine, a division of ITN Building the g truss in Group Inc. shall not be responsible for any tl o - A OREGON wing, any failure to or the truss in conformance with ANSI/TPI 1, or for handling, shipping, uJ AN ITW COMPANY instal laden s bracing oT[Tosses. 11:0'4".20,i95°..4: TOT.LD. 42.0 PSF SEQN- 269994 wl . A son this drawing or Cover page listing this drawing, Indicates acceptance of proTassional engineering responsibility solely far the design shown.Buidrawing Tor any structure is the OL D . DUR.FAC . 1 .15 FROM I KE 8351 Rovzna Circle responsibility of the lding DesignerhpenThe suitability and use or this drawing ANSI/TPI 1 Sec.2. Sacramento,CA 95828 Tor more information this job's general notes page and these web sites: ALPINE:www.alpineitw Com t TPI Sww,w epinst.org;WTCA:www.sbc mdustry.com: ICC:www.iccsafe.org Nenewa w3DT2D1a SPACING 24.0" J REF- 1 W6Z7 1 75Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- 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 1.47 120 mph wind, 18.80 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 5.94 DL=6.0 psf. BC- 35.62 lb Conc. Load at 2.00 BC- 43.05 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 1R=55 lJ 19-6-7 10 1-9-15 0-7-4 pm illIIIIIIMMIMMI ', 18-0-0 i II memo 3X5(B2)(R) III 1 ' >L 1-5-10'I— 4-5-10 >i I� 5-11-4 Over 3 Supports H R=195 U=18 W=5.5" R=107 Design Crit: IRC2012/TPI-2007(STD) E0PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1,6 t . C `Z'S OR/-/1/-/-/R/- Scale =.437511/Ft. Truss Components of Oregon (503)357-2118 eweARNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING! c� F� 0.4 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT'. FURNISH THIS DRAWING TO ALL CON11=TORS INCLUDING THE 1NsreLLERs. . REF R7175 17019 Trusses require extreme are In fabricating, handling, shipping, p,'b 18575 installing and bracing. Refer to and 91' TC DL 7.0 PSF DATE 12/27/17 the latest Ilion ofrSCSI c(Building Component Safety Information, byTPI and WTCA) Pb, safety practicespriorr l o performing these functions. Installersshallprovide temporary bracing per BC51_avanless noted otherwise, to etl 1 441164, Cop chord shall have properly attached stn aural sheathing and bottom chord shall h a properly a rigid ceiling. Locations shownforpermanent tern restraint of webs shall have bracing installed tperhBCS1 /jil. BC DL 10.0 PSF DRW CAUSR7T75 17361068 ,4I�O the Join B3, ai or B10unl as dotedother Apply plafer to lio eachwing faceoof cru tantl position as hown anvfromtlth^sIthe Joint Details, unless n ted cable.A. Refer io drawings ace of truss and rtl plata as sh wnsb1 BC LL 0.0 PSF CA-ENG JCJ/GWH IAlpine, a division of ITW Builtling Components Group Inc. shall n t be responsible for any deviati 0 ORIng,any f II e t b e truss in conformance with ANSI/TPI 1, or for handling, shipping,oAN ITW COMPANY dinstal nation&a bracing of"trusses. '9 "an YTOT.LD. 42.0 PSF SEQN- 269995 • A...I on this drawing or oos.r pop.(Hating this drawing, Indlot...oceptano.of prof...Iwrl.rgln..rlrg responsibility solely for the design shown, The suitability and use of this drawing for any structure is the RO1 DDUR.FAC. 1 .15 FROM IKE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2, Sacramento,CA 95828 For more information this job's general notes page and these web sites: ALPINE:www.alpineltw.com CTP1 swww.tpinst.org;hTCA: www.shcindustry.cam; ICC:www.rccsafe.org Renews 6/30/2019 SPACING 24.0" J REF- 1 W6Z7 1 7 5Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - EJ2) Top chord 2x4 HF #2 120 mph wind, 19.47 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. 1 41M-10-7 i 10 R=97 U=30 3-1-15 0-7-4 P �_ ` 18-0-0 i 3X5(82)(R) III [< 1 . .1-c 3-0-13 >i< 2-10-7 E 5-11-4 Over 3 Supports—> R=249 W=5.5" RL=68/-36 R=108 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. @�� ofics, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 '•WARN I NG I••READ AND FOLLOW ALL NOTES ON THIS DRAWING I5 G N s/ - 825 N 4th Ave,Cornelius OR 97113 "Po'+T^'+T" ms's"THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. U,\ e' O� TC LL 25.0 PSF REF R7175— 17020 " 40 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19576 �r�a TC DL 7.0 PSF DATE 12/27/17 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior /f to performing these functions. Installers shall provide temporary bracing par r BCSI. Unless noted top chord shall have properly attached structural sheathing and bottom chord shall have a properly otherwise„.. tachetl / : DRW CAUSR7175 17361069 ,041164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed BCSI , BC DL 10.0 PS F Ail iLl )�N^ the BD BJ or B10unless as applicable. R places to eachdrawing face of or standard plate as shown above and on O HILI ... a Joint Details, unless n t otherwise. Refer es drawings ace of fr antl plate positions. G truss if BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of ITN Building Components Group Inc. shall not a responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPIb1, or for handling, shipping, OREGON S EQN— 269988 AN ITW COMPANY instal Tat ion 3abrac ing of trusses. G) ed TOT.LD. 42.0 PSF A sol on this drawing or looser page listing this drawing, Indicates aeoesMenee of professional engineer) I Ven.20,19tl_ responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 Rovana Circle responsibility of the hulloing Designer per ANSI/TPI 1 s.e.2. ROCO 1�►�' DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more informmtion see this job's general notes page and these web sites' ALPINE: www.alpineitw.cora TPI:www.tpinst.org;WTCA: www.sbcindustry.comi ICC:www.iccsafe.org SPACING 24.0" J REF— 1 W6Z7 1 7 5208 Rona,.ALWW.110 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - EJ3) Top chord 2x4 HF #2 120 mph wind, 20.13 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 DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 11 22-2-7 t R=146 U=51 i10 4-5-15 0-7-4 PI 4 JI "' 18-0-0 i 3X5(B2)(R) III 1 ' >L= 4-8-1 =1-1-3-3J l' 5-11-4 Over 3 Supports R=303 W=5.5" RL=98/-44 R=111 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .Po 'eV "t6%. OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 wwWARNINGI.•READ AND Foca ALL NOTES ON THIS DRAWING! Gj GtNe -v TC LL 25.0 PSF 825 N 4th Ave,COmellus OR 97113 •m INFORTANT•• FURNISH THIS°RAVING TO ALL cownmix Rs INCLUDING THE INSTALLERS. (,� `� O2 REF R7175- 17021 Trusses require extreme eme care in fabricating, handling. shipping, installing and bracing. Refer to and fellow 1,575 e latest edition of BCSl (Building Coeponent Safety Information, by TPI and WTCA) for safety practices prior , 'v TC DL 7.0 PSF DATE 12/27/17 o performing hallhave Tproperly attacheInstallers struct structural temporary bo tom ing per all Unless penoted ly at ^ /1 ,0411164 top d cei ing thesee properly attached pe stn u sheathing and bottom chord shall have a properly attached pe rigid ceiling. Locations B. r permanent latesltoee int of obs shall have bracing installed perBGS! 401114-.''... BC DL 10.0 PSF DRW CAUSR7175 17361070 A I�� N sections BDe ails, u l as apploted other Apply places ddrawing face 6OA-Z fortrustaonda tlsilate ps shorn above antl his the elnt Detai Is, unless netetl etherwlae. Refer to ngs,60A-�fon= plate positions. 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH I Alpine, a of ITW Building Components Group Inc. shall not be responsible f any deviation from t ' drawing, anyfailureto Wild the truss in conformance wi M1 ANSI/TPI 1. o for handling, shipping, OREGON • AN ITW COMPANY Installation&bracing of trusses. GI •, TOT.LD. 42.0 PSF SEQN- 269989 A semi 9n title drawing 9r cover Ras listing this drawing, IlWlutws AnS.pSArlaw or professional engineering 9L>,O A,20,dee.6._*, OUR.FAC. 1 .15 FROM IKE respols lbllity solely for the design show,. The suitability end use of this drawlsn for any structure is tin �1' 8351 Rovana Circle rwaponalm Iles of w Building Designer per ANSI/TPI 1 5ee.2. CD $4N Sacramento,CA 95828 For more information this job's general notes page and t web s •� ALPINE:www.alpineitw.com t TP1:wwx.tpinst.org:WTCA: www.sbcindustry cam, ICC:sites: SPACING 24.0" J REF- 1 W6Z7 1 7 5208 Rmmmu,m APY1r9A1a • • 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - EJ4) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 67 plf at -1.25 to 67 plf at 2.32 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.25 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 5.94 DL=6.0 psf. BC- 35.38 lb Conc. Load at 2.00 BC- 37.62 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. • Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=71 U=4 irsa 10-10-5 ' 8 2-1-13 <' 0-7-4 J `: 9-0-0 i 3X5(B2)(R) III L1-3-0wl' 2-3-14 1< 3-7-6 J .. 5-11-4 Over 3 Supports R=247 U=14 W=5.5" R=107 Design Crit: IRC2012/TPI-2007(STD) oQ PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .11 6 bAr,.;, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••wARxINGI••READ AND pales ALL NOTES ON THIS DRAWING! (per 4 ., -1. TC LL 25.0 PSF REF 87175- 17022 825 N 4th Ave,Comelius OR 97113 •r IMPORTANT•• FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 195757. Trusses ream, Bees are fabricating, handling,Information. installing and bracing. Rifer to and follow ' TC DL 7.0 PSF DATE 12/27/17 frBCSlc(BuildingComponentSafety Information, byTPlantl DMA) for safety practices prior Co performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, f /m op chord shall have properly attached structural sheathing a bottom r hall have a prprly attached / BC DL 10.0 PSF CAUSR7175 17361071 rlgitl cell inn. Locations shown permanent lateral restraint of`webs csha l lshave bracing instal led`per BCS1 n DRW ,4 L�� 1 sections B3, B7 or 610, as applicable. Apply plates to each face oof�r standposition as shown above and dtons 1 /20 I l the Joint fletails, unless n tetl oiM1arwise. Refer to Ings 1f:0A-Z fr rd plate positions.b I 1 Alpine, a tlivision of ITR Builtling co,mpenente creep Inc. sha11 n respeesoble f r any deviatio OREGON we/ BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure t bon a truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY tel Iat ion Asbrac inn of 5.00000. '9A`an.20 190 ( TOT.LD. 42.0 PSF SEQN- 269996 A• n semi en this drawing or cover page listing this drawing, indicates aeesptanee of professional engineering "I O�D .�� responsibility solely TO.the design slam. The suitability and use of this drawing for any structure is the `, DUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle responsibility of the Billlding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see is job's general notes page and these web ALPINE:www.alpineitw.com c TPI www ipinst.org;RICA:www.sbcindusiry.com; ICCs www.iccsafe.org Renews sisoizo,e SPACING 24.0" J REF- 1 W6Z7 1 7 5208 AI w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - EJ5) 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. R=146 U=29 1 12-6-5 ' B 3-9-13 0-7-4 1 Mal 3X5(82)(R) III L<1-3-0'1= 4-9-14 >1-1-6J 5-11-4 Over 3 Supports R=324 W=5.5" RL=67/-34 R=111 Design Crit: IRC2012/TPI-2007(STD) 1 0)PR01 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .10 ► „E `r4, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357.2118 •"WARN INGI""READ AND Foca ALL NOTES p1 S INCLUDING LlANINGI % .00 FR 2 TC LL 25.0 PSF REF R7175- 17023 ...IMPORTANT.. FURNISH THIS MANIAC TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 825 N 4 Ave,Cornelius OR 97113 D� Trusses require extreme are In fabricating, Saferhandling, shipping, installing and bracing. Rayer to and fellow , TC DL 7.0 PSF DATE 12/27/17 the latest ng then ofBCSI unctions.(Building tallersComponentshall Safety Information, by per V/TCA)SI. U safety practices prior '+ Co performing these Tunctlons.nt£nostallersuct ra 1provide tellporaory racing per BCSI.avUnlassnnoted oCherwise^ op chord shall have properly a tached str u sheathing and bottom chord shall have a properly attached 410111 i BC D L 10.0 PS F rigid ceiling. Locations show r permanent lateral restraint f webs ail have bracing installed per BCSI 1 , DRW CAUSR7175 17361072 A��0 a tions B3tl BJ orisionBlO, as applicable. Apply plates drawings M1 faceoftrussand position as shown above and o /20 1 the Joint Details, unless noted otherwise. Refer to 160A-Z forstandard plate positions. BC LL 0.0 PSF CA—ENG JCJ/GWH I Alpine,a i of ITV/Building Components Group Inc. shall not be responsible f any deviation from this OREGON drawing, any failure to build " e truss In conformance with ANSI/TPI 1, or for handling, shipping. l AN ITW COMPANY instal at ion h bracing of trusses. 9R"in,2p 19a° �• TOT.LD. 42.0 PSF SEQN- 269993 A swelon this drawing or cover page listing this drawing, Indicates 0eewptande of professional engineering N responsibility solely for the design showThe suitability and use of this drawing for any structure Is the 0j, VOA ` DU R.FAC. 1 .15 F ROM I KE 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information this Job's general notes page and these web RaDGWe BI8B1201g SPACING 24.0" JREF— 1W6Z7175Z08 ALPINE: www.alpineitw.com t TPI www .tpinst.org:WTCA: www.sbcindustry.coa; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - SJ1) Top chord 2x4 HF #2 120 mph wind, 18.96 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=54 U=18 1 (0) 19-10-5 8 2-1-13 0-7-4 F—�� ,, 18-0-0 T _�� trJ R=36 3X5(62)(R) III L1-3-0'L_ 1-11-4-6"2 2-3-14 Over 3 Sup orts I— R=214 U=8 W=5.5" RL=47/-26 Design Crit: IRC2012/TPI-2007(STD) - 0 PROP1 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .$. � , Oe, OR/ /1/-/ /R/ Scale =.4375"/Ft. Truss Com re on 503 357-2118 •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ppoonents of Og ) ••IMPORTANTr • FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �° &I ''',7,&I ''',7, 09 TC LL 25.0 PSF REF R7175- 17024 825N4th Ave,Cornelius OR97113 Trusses require a c =TPI and WTCA, for safety practices prior enc are in fabricating, handling. shipping, installing and bracing. Refer to and fellow 19575 the latest edition ofBCSl (Building Component Safety Information, by ;, TC DL 7.0 PSF DATE 12/27/17 fx to performing hall have functions.attached ers shall structural provide th ng and bracing per BC51. Unless operly attachise. top chord ceiling. M1 e properly attached pe stn u sheathing restraint antl bottom chord shall have a properly a rM1ed ,4011164 rigid cei Ing. Lorat;ons shownr permanent lateral rest/ ; t f web shall have bracing at lea per BCSI �� BC DL 10.0 PSF DRW CAUSR7175 17361073 ,4�uO sections B3. B7 or B10, as applicable. Apply plates to each face of trussstandard sitom as shown above and on 1 X20 I e Joint Details, unless noted otherwise. Refer to drawings 160A-Z fplate positions. .00/03) GI OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of ITN Building Components Group Inc. shall not be responsible f any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, yy AN ITW COMPANY instal Iati on&a bracing of trusses. 9 +n.20,1900TOT.LD. 42.0 PSF SEQN- 269986 A awl on this drawing or cover page listing this drawing, Indlwtss seaptenes of profsasiwul engineering responsibility solely for the design shown,. The suitability and use of this drawing for any structure is the Rpt D W W.Nk DUR.FAC. 1 .15 FROM I KE 8351 Rovana Circleresponsibility of the Building Designer per ANSI/7P' 1 Sec.2. Sacramento,CA 95828 For more informations this job's general notesbpagetlatd these web Renewap19012018 SPACING 24.0" JREF- 1W6Z7175Z08 ALPINE: .alp;neitw.com: TPI:www. pinst.org;WTCA:www.s us ry.con; ICC:www.iccsafe.org i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - 5J2) Top chord 2x4 HF #2 120 mph wind, 19.79 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=138 U=42 0-4-3 6 0 71-6-5 r fl8 3-9-13 0-7-4 1-1 �) 18-0-0 i R=43 U=4 �l 3X5(82)(R) III l<1—3—0'1.--- 1-11-4 3-0-2 - 4-9-14 Over 3 Supports R=269 U=2 W=5.5" RL=83/-34 Design Crit: IRC2012/TPI-2007(STD) • O PRQp� PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .$, i _ `riS OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 •*WARN INOI••READ AND FOLLOW ALL NOTES ON 7X15 DRAWING! /' NG' ' + 9 TC LL 25.0 PSF REF R7175— 17025 825 N 4th Ave,Cornelius OR 97113 ••IXPORTANr•• FURNISH THIS DRAWING TO ALL CONmACfORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme are in fabricating. handling, shipping, installing and bracing. Refer to and follow r TC DL 7.0 PSF DATE 12/27/17 the latest edition ofrBCSlc(Building Coaronent Safety Information, by TPI and ATCA) for safety practices prior W performingthese have functions. tlnstallersuchalH provide temporary bracing Per BC51. Unless noted otherwise, !op chord shalla properly attached structural sheathing and bottom chord shall have a properly attached / Adlihk rigid cel I Ing. Locations shown for permanent lateralrestraintaint of webs all have bracing Installed tper BCSI , BC DL 10.0 PSF DRW CAUSR7175 17361074 A I�L��O i sections B3 aiITT or unless ted other Apply plates drawingsn1GOoCo of fortrutantl position as shown above nr�M on 1 /20 he Joint De tails, nn a ted otherwise. Refereach ,EPA-Z for standard antlibl plate positions.deviation BC LL 0.0 PSF CA—ENG JCJ/GWH I l Alpine, di i on of Ibu Building truss Group Inc. shall t be responsible for any dpping, this ►n OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY al latirn a bracing of trusses. IA""").20,0004..4.,:f TOT.LD. 42.0 PSF SEQN— 269987 A Seel on tilly drawing or rover page Meting till,drawing,suitability Intllute,acceptance of g for any engineering o1.D W• DUR.FAC. 1 .15 FROM IKE A Seelslbl lily drawly for the design e slgei. The TPI ity iandndicates tusees of this drawing for coy structure is the 8351 I(oVana Circle respaeibility of the Dui idi lg Designer per ANSI/TP1 1 Ser.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web ALPINE:w .alpineitw.com: TPI:www tpinsb.org:RICA: www.sbcinduscry.con; ICCs w nr.m.icosafe.org Renews 8/30/2019 SPACING 24.0" J REF— 1 W6Z7 1 7 5Z08 A 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - SJ3) 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. R=26 U=11 I .9 10-6-7 ' 10 If 11111 1-9-15 0-7-4 P AIIIIFA .. 9-0-0 [ _� R=35 MC 3X5(82)(R) III 1< 1 ' >L 1-5-10'17"21 1-11-4 Over 3 Su ports R=171 W=5.5" RL=34/-27 Design Crit: IRC2012/TPI-2007(STD) .Q,p PRpF4 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .�,A AsS�_ OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOregon (503)357-2118 T.° FURNISH READ NAD NG TO ALL NOTES RA ON THIS INCLUDING �NG� �F,Q 9 TC LL 25.0 PSF REF R7175 17026 825 N 4th Ave,Cornelius 0R 97113 AAApptrlwr•• p gHlsx Txls DRAWING T°ALL c°xmACTaBS IxcLB°Ixc Txe INSTALLERS. 19676 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r" TC DL 7.0 PSF DATE 12/27/17 the latest edition of BCSI (Building Component Safety Information, by TPI and MICA) for safety practicesprior /1 w performing[hese functions. tlnstallerssfn proviae temporary bracing Per BVSI. Unless noted otherwise, attached top chord shall have properly attached structuralshe ing a d bottom chord shall have a properly a / Oddihk rigid ceiling. Locations shown for permanent lateral ares restrain,of webs all have bracing Installed tperhBCSI (API- ./ , BC DL 10.0 PSF DRW CAUSR7175 17361075 ,4�L��O m sections B3, B7 or B10, as applicable. Apply plates draw h faceoftrussrand position as shown above oand on 1 /20 I the.hint Betaila, nnleea n ted otherwise. Refer to each ,rAA-Z ferandard plate pesitiens. BC LL 0.0 PSF CA-ENG J CJ/GWH I ' Alpine,a division of ITW Building Components Group Inc. shall n t be responsible f r any deviatio GI OREGON drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, V, IS qm TOT.LD.LD. 42.0 PSF AN ITwCOMPANY allation 3 bracing of trusses. wy ,, zgn�q SEQN- 269992 A seal on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design spawn. The suitability and use or this drawing for any structure is the OC D W,N� DUR,FAC, 1 .15 FROM I KE 8351 Rovane Circle responsibility of the Building Designer per NISI/TP1 1 Sec.2. Sacramento,CA 95828 For more information is Jobs general notes bpag a these web o� SPACING 24.0" JREF- 1W6Z7175ZO8 ALPINE:www.a!pi neitw.com t TPI Svon tpinst.org:WTCA: www.s usay.com: ICC:wmr,mccsafe.org Mmem8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - SJ4) 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. R=87 U=24 1 4, 11-10-7 ' L•J 1 3-1-15 I' 0-7-4 // R38 3X5(B2)(R) III l ' >1•<- 1-11-4 > —1-3-1J p-0-13 Over 3 Supports _I R=211 W=5.5" RL=56/-35 Design Crit: IRC2012/TPI-2007(STD) .. O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0o 1 FS'S+/� OR/—/1/ /—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 wwWARNINGI•*READ AND FOLLOW ALL NOTES ON THIS DRAWING' \`' to @ 1J 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (' `' EAQ y TC LL 25.0 PSF REF R7175— 17027 Trusses require ditio extreme fBCS Dare in fabricating, handlSafety ng, shipping, installing d antl bracing. Refer to and fellow 19676 I r TC DL 7.0 PSF DATE 12/27/17 the lases[edition of BCSI a(Building Componentfabricating, Safety Information, by TPI and and for safety practices prior • to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, A. 441164 top chore shall have properly attached structural sheathing and bottom chord shave bracing installed per hall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web shallBCSI 4111 ,. BC DL 10.0 PSF DRW CAUSR7175 17361 076 ,4�L��O sections B3 B]or el0,sssapplicable. Apply plates drawings faceof truss and standard as shown above romand tM1^s ' I the Joint Details, unless ted otherwise. Refer to 160A-Z f r plate positions. 1 �20 I ' Alpine, a division f ITN Building Components Group Inc. shall not be responsible for any deviation f ^ OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH awing, any failure to Wild the truss In conformance with ANSI/TPI 1, or for handling, shipping, v, AN ITW COMPANY Instal laden A bracing of trusses. w9 t `'r TOT.LD. 42.0 PSF A wen en this drawing or cover page listing this drawing, Indicates acceptance of professional engineering 4"'tn. 190 G'I/ SEQN— 269991 responsibility solely Buuildng Des'gnai�'r ANSI/TPI suitability end use of this drawing for any structure Is the 'TOLD \\'•�v DAR.FAC. 1 .15 FROM IKE 8351 Amara Circle ` Y• Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites; ALPINE: wi .alpineitw.com: TPI:www.tpinst.org; WTCA: wwsbcindustry.con: ICC: www.iccsafe.org Renews D/SO/201g SPACING 24.0" J REF— 1 W6Z7 1 7 5208 ww. e T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - HR1) Top chord 2x6 HF #2 Deflection meets L/360 live and L/240 total load. Creep increase Bot chord 2x4 HF #2 factor for dead load is 1.50. 120 mph wind, 20.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.83 to 1 plf at 2.48 TC- From 2 plf at 2.48 to 2 plf at 9.35 TC- 55.27 lb Conc. Load at 2.48 TC- 54.12 lb Conc. Load at 2.90 R=298 U=89 • TC- 97.31 lb Conc. Load at 5.04 TC- 138.40 lb Conc. Load at 6.10 073-2 2 , TC- 145.70 lb Conc. Load at 7.61 Wind loads and reactions based on MWFRS. 6.25 5-5-10 I/ 0-7-4 IIF . 18-0-0 I LJ 3X (81 2-4-4-1 LE- 1-10-0—< 9-4-3 Over 2 Supports %I R=211 U=50 W=6.929" PLT TYP. Wave Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 .10 ,'0)PROFF4' OR/-/1/-/-/R/- Scale =,437511/Ft. Truss Com onentsofOre on (503)357-2118 •'WARNING I••READ ARD FOLLOW ALL ROTES ON THIS DRAWINGI G� F O REF R7175 17028 Components g ( ) ••IIPONTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �11 y TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses extreme are in fabricating, handling, installing and bracing. Refer to and fellow 19575 ! y require ex r c g, g, sM1rpping, s ing g. the latest edition of BCS! (Building Component Safety Information, by TPI and FUCA) for safety practices prior . 511, TC DL 7.0 PS F DATE 12/27/17 o performing these functions. Installers turl provide temporary bracing per SCSI. Unless notedotherwise, top chord snail have properly attached structural sheathing a.bottom chord shallhave a properly attached rigid ceiling. Locations show r permanent lateral restraint of webs shall have bracing installed per BCS! 401 ''''',. 4111 BC DL 10.0 PS F DRW CAUSR7175 1 7361 077 A ILLS) N r the Bad ails,dor ivision as nother Apply plates o to drawings face notftruss and beor standard plate as shown ion above and o /20 tx [M1e Joint Details, unless noted ung Compo Refer t sings,BOAPI f rd plate positions. LL BC LL 0.0 PS F CA-ENG JCJ/GWH Alpine, a of ITR Building Components Group Inc. shallresponsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI ,,or for handling, snipping, �A. �p. TOT.LD. 42.0 PSF SEAN- 2 70000 .. AN ITW COMPANY Instal lesion a bracing of trusses. � V 20.19•- A I en till•drawing or cover paps!listing this Crewing, Indicates acoepn.n.or professional engineering RO D W• 4 responsibility solely for the design sheen. The suitability and use of this drawing for any structure Is the DUR.FAC. 1 .15 FROM IKE 8351 Ronna Circle responsibility of the Building Designer per ANSI/TPI T See.z. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:www.alpineitw.coTPI:www.tpinst.erg; .TCA: www.sbc�ndustry.coa: ICC:www.rccsafe.org Renews8I3072otp LOADING S E E ABOVE J REF- 1 W6Z7 1 7 5208 a: . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - HR2) Top chord 2x6 HF #2 120 mph wind, 20.62 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. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. TC- From 1 plf at -1.83 to 1 plf at 2.48 TC- From 2 plf at 2.48 to 2 plf at 7.47 Deflection meets L/360 live and L/240 total load. Creep increase TC- 55.27 lb Conc. Load at 2.48 factor for dead load is 1.50. TC- 54.12 lb Conc. Load at 2.90 TC- 97.31 lb Conc. Load at 5.04 TC- 138.40 lb Conc. Load at 6.10 R=222 U=61 I 1 21-11-12 6.25 4-5-15 I' 0-7-4 /—FA '° 18-0-0 ' 1 mmmys 3X (B1 1-10-0 -2-4-4 H 7-5-11 Over 2 Supports R=137 U=28 W=6.929" Design Crit: IRC2012/TPI-2007(STD) ,EO PRQF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .10 . FS' OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 *.WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� AGI k' *Q 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH THIS DRAPING TO ALL CONBIACTDRS INCLUDING THE INSTALLERS. (� y TC LL 25.0 PSF REF R7175— 17029 Trusses require ditio extremeBCS care In fabricating, SfetI handling, shipping, installing d WTCA)and bracing. Refer to and follow '19575 %I TC DL 7.0 PSF DATE 12/27/17 the latest ng edition of functions. (Building Component Safety Information, by TPI and SI for safety practices prior o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs all have bracing installed per BCS! I /� �. BC DL 10.0 PSF DRW CAUSR7175 17361078 A Fl L�� 1 the B3, B]or 610, as applicable. Apply plates drawings°Paceoof trusstlposition as shown above ramand tM1^s r� 1 T. a Joint Details. unless n t otherwise. Refer to each 160A-Z for standard plate positions. 1 �20 I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation f GI OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation 8 bracing of trusses. ..,� TOT.LD. 42.0 PSF SEQN— 270067 . A vel on this drawing or Cover page listing this drawing, Indicates acceptance of professional engineering 9,Q n.20,�9 G% _ nswonsIbilliy responsibility of solelytBuilding D sigg,w�r�ANSI/TPI suitability end use of`1„s drawing for any structure Is the OI D "'.r- OUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle �w Y' Sacramento,CA 95828 For more informs ion this job's general notes page a ee these w ALPINE:www.alpineitw.comtTPl Swww.tpinst.org;ATCA: www.sbclndusc w yan; ICC:www.iccsafe.org Renews 6/30/2019 LOADING SEE ABOVE JREF— 1W6Z7175208 0 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217114--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK - LOT 3 -- TIGARD, OR - HR3) Top chord 2x6 DF-L #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. R=48 1 4rp, 10-4-12 6.25 1-10-15 1/ 0-7-4 II0 „ 9-0-0 1 L•J 3X (B1 L_ 1-10-0J 2-6-2 Over 2 Supports I— I R=301 U=9 W=7.043" RL=37/-22 PLT TYP. Wave Design Crit: IRFT/ORT/2%(0%)/O4(0 ) D) 16.01 .1;.,s D - -.3' Scale =.437511/Ft. Truss Components of Oregon (503)357-2118 '•WARNINGI" REAR AND FOLLOW ALL rims ON THIS pUNINGI a 0y TC LL 25.0 PSF REF R7175- 17030 •• FINNISH THIS BRING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 ...IMPORTANT*. AQ y Trusses require extreme"are in fabricating, handling, shipping, installing and bracing. Rifer to and follow 19675 TC DL 7.0 PSF DATE 12/27/17 f AlCS (Building Component Safety Information, by TPI and WTCA) for safety practicespriorr to performing these functions. Installers shall provide temporary bracing per BCSI. Unless n /1 ,0411164 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 t bs shall have bracing installedper TICS' . 1 BC DL 10.0 PSF DRW CAUSR7175 17361 079 s B3, B7 or B10, as applicable. Apply plates to each face o t and position a 11 [pJ�^ I I the Joint Details, unless noted otherwise. Refer to drawings for standar plate positions. from:this 1 /20 BC LL 0.0 PSF CA-ENG JCJ/GWH A II I \I I Alpine, a division of ITN Building Components Group Inc. shallresponsible f any deviation i OREGON awing, any failure to build the truss In conformance with ANSI/TPIb1, or for handling, shipping. AN ITW COMPANY instaIIatIon A bracing of trusses. 'n 1.0 94 v TOT.LD. 42.0 PSF SEQN- 270073 A weal onb li this drawing or them sign lifting this druita i li indicates use of thisnde ofwi gr for alylNl enguct re is gt "RO 0'D A W. N��+ DUR.FAC. 1 .15 FROM I KE responsibility solely for the design shown. Tie suitability i dio use of this drawing for any.tractor.is the C 8351 Rovana Circle responsibility of the Building Designer per ANSI rtrI 1 Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.cda: TPI:www.tpinst.org:WTCA: www.sbcindustry.com: ICC:www.lccsafe.org Renews8l90#019 SPACING 24.0" J REF- 1 W6Z7 1 7 5208 W 1 I-- ' P, ... A , A , , 1 - . . „ 1.- \ / ,, -. . , ......, 1 .... --- , I . .' ,..e.0 PROpto TNTTWARNINGITFA READ AND'OLLOW ALL NOTES ON THIS DRAWING! 4SC‘s F, ‘4GINe6, % [ _ L , '-' 1 1,,-,-",- , [ [,-' _t_tit i— .1MYLIPTANI w.FURNISH THIS DPAWIFIL IA ALL CUNT RAC TORS INCLUDING THE INS I ALLERS. 19575 41 li ' _I Lir AO L :, .p •_ II 11AfifFig 1144 mpal 1 '-- 0 .6 v. A seol.on this, Dirowing or cover wage listing thl, orowing,Indic.tett si_ceptunce of prof essi,Jnal enoirkeering responsibility solely for the design tthown The sultaititity ond thit, drawing 13389 Lakefront Drive Lon any strur ture Is the responsibility -,f the Building Designer per nriMil RI I --- ..........- Earth City,MO 63045 Renews 6/30/2019 II g . . ). • ,,, t. 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Tho ,siltaG1111,y and u,o ,5f Ira,drawing For ony structure Is UAsresporFIty of the BuRcling Design,- per- ANSI/IPI I Der.P 13389 Lakefront Drive Renews 6/30/2019 Earth City,MO 63045 . ..., • ' ' ' ' ' • ''t ' -'1 ' ,, —'- - ' H .-- F-__ ,1'1 I''::r:i I : ,i :' : :::' :: '-'--::r, '' 1'-‘: .,-1:1 : : - 1--:':.1 '',:‘; I 1 :rr::: ''.11:''1'.1':: (,..-:Irl:1, : ',:, ' :,:::_,:, ,- 5 r'1 5 -1 t 5 _•_ F 1 1 T 'TI:'-'1-1 ---'1' '_, - 7- , - .,-H- ,,-, ,- ,--n- 11=N-• r,,---, 'Thtit,-, 1t1,r,-,,-, H:lt,t •\,-,,-F- --1' r- '--.:- ---,-'' r' 1-'. .-1'' 4-. ip, ,--, .1, „ ..,', ,--,,--11- I-1.7„,., ',,t ,, t ,,,I,'',- 1-,,,t 1,1,, 1 ,,P 't•-1 tt11 (," •-• : . . . .: r . :. . :. : .. :. 1 . r . . :. . . . 111:11 '.. . '. . . . : . . . : . . 1: . i 1 . i 1 , . . . . . , I • . . I , 11-.-t1 •-• . . • : ' I , i i . . . : I . , . • . . : , . ii ' ', 'd-)HF,- . .• • i i I : :, ' • ' : . • . , .: ' 1 , . ,. : 1 r------I,: , ..,,,, ,,,,: :„..1, i ,•,:).- . ,:_•.. . _so pRoA-k. ..,..,,,p,,i,G,s.READ AND FOLLOW ALL NOTES ON THIS DRAWING' ‘AGINE.4‘ "0 R L,- r.:LL v/1-1,)' 1_1-' .otiMPORFANTAR FURNISH THIS DRAVItIG TO ALL CONINAGTURS INCLUDING IHL 1MTALL.LPS. 0 441.4. 19575 41.„ t Illiii '':•. i .,':1! !!" Ill 1• 11 I 7 ::."1,1, .-',; 1 1M/9P/4 AL!,,,, i'N,ILA'',', , .' ..,.•,.:- :'-:''• - '' . '.1.:'i . :::':.)". ' [L ' " gal C,. .. ...1 'Is -n.20,19.1w A set,' on this drawing oto ,oyer page Usting this drawing,indicato,Rtceptur,e of profe,sional 'I-01. engineering respen,ihlity ,Rely f or the tiretgh,tetron, The ==ultahRIty ond Lt,e re, 0,1, drawing 13389 Lakefront Drive for ony stnuctdre Is the responslloitity of the Building Designer per, ANSI/IPI 1 !:et,',-t Earth City,MO 63045 Renews 8/30/2019 • 6, 0 -•.,, I ---__ .__ _ r. -11- 1 r i • t I: ; - ._..., 1 i' . ... • 11 1 r,'•r,,rnr-,,I-1 -,-- ,_ 11, : I . 1 . .1 , • 1- ------------ . ...., ..! ..:: } •' . , . :,111, ., r, 1. 1,, 1 ,,,,, .1 , • H _.,L,,rrrl -• :_. . . . . 1 . . : . . . . . : i r'--1---------7- . .. . . : . . . , . . , : . . [D. 1 : . . . , y: ____I-_ ,_-_[ . : . , . . .,.--1 I 1 7 7 '-'1' '-'. -' '•.' I.1.-.i,,'.', , .--,,. ' . , ! 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The sul lability arui i AS, 0, this drawing for ony structure 10 the neoponulhility of the Fluilcling Denioner per ANSI/IHI I or 2 13389 Lakefront Drive Renews 6130f2019 Earth City,MO 63045 • y• • • , ,_,,_ --,-_,..; _ --_,, • F-- ; -'-- -_ 1 -- ; p i--;-. - 1-1,-;- .. 1 --- n :t _,. ,, , , , , 1 ,,' --,' ' l' _', ," I- '.- -''' '' , •i; -., t',-,-,,,,,,-,.1 rt, —F`,-;,..-, '. , ' , : 7 - , - ' ' '' ' ' i' :. :. ':' I .1 1:' ., t.' 1.1' ' .', ' .. • ' -- - -- , -- ,_ ... . ., . . . , I- , • ' ' t '- , , , .' 1 : ' 1 , ',' ,- I , — - • - , • 4- r-- -: , I . 1. i - -" - ' 1 -=' t' " I r" '.. .- ., - 1- I. i.-. , - --- ,- , 1' ' ' - ,, •-, r. ' ,, +' ' , -, -' .-. ' . 1'. 1.1' '," '.4 - _1 2' 14', 1 t: ' -- '- ' „„., I - ' ' , ', -, ,' • -. '--- - 1' ', , I.-. l ° I- .,' :' .4' .1_'.1',' „ ,t- 2,.. , . ,,.. ,.1.,' - 1 ,. .,, [[ ,' • . - . ,.' , .=. :..::' ,-. ' ' :,,,I „ ::. , .4 ,' — . - ..-. ,,,, ,41,,-... - ] .. f,.. •.f 11 ',‘1,,•i..,•ff., • •f •. ,p , , f, --, ,,-, • 1-, [' ,-' '''' `4 ' _4 , 4 , --. ' - . ,- - 4' / . , , .. ' , .-', r”, ..1 • • -.1 . - , - f- ,0 PROS ,. ,• ." AXwARNINL.Iww READ AND FLIILL1,./ ALL NUIFS IIN THIS 1.1RAWIN(,! ..tJ ,t.0 IN 0 -;- A''..,-.. 7 ...., -_J<I,17).. ,. ) IH,URTANI.:. FURNISH I:1-11S DRAWING LU ALL CLINIRAC1ORS Ir.ICLULIING THE INSTALLEPS ° 1,1,,, 19575 cf,. , A i ii , -- •• , .- •..0'41111111 —•,_,1—,_, I_.I ' : ":'' .1.'-'.j',, S'..,,,,., GI 12?.gfAi140. **1 A l on -thi, clraw,ng,,r. ,_over poge li,tir:g li'lts drowir,g,indic<xtes :>,c.eptar.:ce,...! 1...,rr,fessionai pr,q1nrering rpspon,lhi:Ity sotel.), ,or thr dr:sqr, showr IV:e suit LT A trty ann 1.1q,of this drawing l'o;- o.ny structuro is the responsibili,:y of t'he BuiIA ir,g Designer per rlsi/i PI I Sec.2 13389 Lakefront Drive Reneve3.. 6/30/2019 t •..• V