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Plans (408) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W6V7175Z0719135007 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) ,Ep PROP Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, • .1 �`rS� Truss Design Loads: Roof - 42 PSF 8 1.15 Duration O4$ e�G I N FL`,S, O.y Floor - N/A 19575 Wind - 120 MPH (ASCE 7-10-Closed) Notes: 12/ 9/2017 OREGON 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of HiQ�'n 20.15 .'r record, as defined in ANSI/TPI 1. at 0 W•N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 ""° �0/ s aroHeal Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST10-12015EC1-HIPFRAME- Subnitted by G/H 13:48:19 12-19-2017 Reviewer: JCJ $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 13538--A 17353011 12/19/17 39 13576--EJ2 17353048 12/19/17 2 13539--Al 17353012 12/19/17 40 13577--EJ3 17353049 12/19/17 3 13540--A2 17353013 12/19/17 41 13578--EJ4 17353050 12/19/17 4 13541--A3 17353014 12/19/17 42 13579--EJ5 17353051 12/19/17 5 13542--A4 17353015 12/19/17 43 13580--EJ6 17353052 12/19/17 6 13543--A5 17353016 12/19/17 44 13581--SJ1 17353053 12/19/17 7 13544--A6 17353017 12/19/17 45 13582--SJ2 17353054 12/19/17 8 13545--A7 17353018 12/19/17 46 13583--SJ3 17353055 12/19/17 9 13546--A8 17353019 12/19/17 47 13584--SJ4 17353056 12/19/17 10 13547--B 17353020 12/19/17 48 13585--SJ5 17353057 12/19/17 11 13548-41 17353021 12/19/17 49 13586--SJ6 17353058 12/19/17 12 13549--B2 17353022 12/19/17 50 13587--HR1 17353059 12/19/17 13 13550--B3 17353023 12/19/17 51 13588--HR2 17353060 12/19/17 14 13551--C 17353061 12/19/17 15 13552--C1 17353024 12/19/17 16 13553--C2 17353025 12/19/17 17 13554--C3 17353026 12/19/17 18 13555--C4 17353027 12/19/17 19 13556--05 17353028 12/19/17 20 13557--C6 17353029 12/19/17 21 13558--D 17353030 12/19/17 22 13559--D1 17353031 12/19/17 23 13560--D2 17353032 12/19/17 24 13561--D3 17353033 12/19/17 25 13562--E 17353034 12/19/17 26 13563--E1 17353035 12/19/17 27 13564--E2 17353036 12/19/17 28 13565--FG1 17353037 12/19/17 29 13566--G 17353038 12/19/17 30 13567--H 17353039 12/19/17 31 13568--J 17353040 12/19/17 32 13569--J1 17353041 12/19/17 33 13570--J2 17353042 12/19/17 34 13571--J3 17353043 12/19/17 35 13572--J4 17353044 12/19/17 36 13573--J5 17353045 12/19/17 37 13574--X 17353046 12/19/17 38 13575--EJ1 17353047 12/19/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A) Top chord 2x4 HF #2 :T3 2x4 DF-L #2: 3 COMPLETE TRUSSES REQUIRED t 2 ' : Rot chord 2x6 DF-L SS :B1 2x6 DF-L #2: Webs 2x4 HF Std/Stud :W9 2x4 DF-L #2: Nail Schedule:0.131"x3", min. nails :W11 2x6 DF-L #2: Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 0 6.75" o.c. Special loads Webs : 1 Row 0 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Repeat nailing as each layer is applied. Use equal spacing TC- From 67 plf at -1.50 to 67 plf at 6.00 between rows and stagger nails in each row to avoid splitting. TC- From 33 plf at 6.00 to 33 plf at 23.31 4" o.c. spacing of nails perpendicular and parallel to TC- From 67 plf at 23.31 to 67 plf at 32.50 grain required in area over bearings greater than 4" BC- From 5 plf at -1.50 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 27.31 120 mph wind, 19.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 22 plf at 27.31 to 22 plf at 32.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 TC- 172.23 lb Conc. Load at 5.96,23.36 psf. TC- 406.00 lb Conc. Load at 30.94 BC- 107.97 lb Conc. Load at 2.06 Wind loads and reactions based on MWFRS. BC- 110.04 lb Conc. Load at 4.06 BC- 245.22 lb Conc. Load at 6.06, 8.06,10.06,12.06 Calculated horizontal deflection is 0.14" due to live load and 0.15" due 14.06,15.25,17.25,19.25,21.25,23.25 to dead load. BC- 113.37 lb Conc. Load at 25.25 BC- 2881.70 lb Conc. Load at 27.25 In lieu of structural panels use purlins to brace all flat IC m 24" OC. BC- 405.64 lb Conc. Load at 28.94 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 3X5= 5X7= T3 -1 a 6X85 ZB1 0-7-4igi76-7-4 i- ► W1121 m� pi r v , �` 18-2-1C . X4111 3X10= 4X5= 3X5= 4X8= H1010= 0-5-12 3X5(131) EE 1.5X4411,111411111*"., _L �" 16-2-1C 5.07 L__ T 3X10(D1) �1-6-0 6-0-0 5-6-11 "E 5-10-73.1‹ 5-6-11 3-10-4 1-9-4 c 3-6-12 jj 5-10-4 5-10-7 I 5-10-7 5-10-7 I 3-10-4 -7- 3-6-12 6-0-0 _I- 17-3-12 _I_ -I -2-4 27-3-12 5-2-4 c 32-6-0 Over 2 Supports > R=3323 U=372 W=5.5" R=5585 U=562 W=5.5" Design Crit: IRC2012/TPI-2007(STD) a p PRO PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.$ .+' - FESS, OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components of Oregon (503)357-'_118 ••W�IINGI••HLwAwoFoua11 ALL NOTES oNTHIS mOXINGI Nr.,' �GINe. �Q TC LL 25.0 PSF REF R7175- 13538 825N4thAve,Cornelius OR97113 ••IMNNITARM. FURNISH THIS BRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V, S Zr Trusses require mai-roma re in ranrinnting, handling, shipping, installing And bracing. Refer to and follow 19576 TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBC51r(Building Component Safety Information, by WI and DMA) for safety practices prior w per ruching these Iwlct, ruse Installers shell provide temporary bracing per BCSI. Unless rested otherwise, %1 ,01011164, Cop chord shall have properly attached structural sheathing and bottom chord stall have a properly attached rigid caning. Locations shown for permanentlateral restraint ofwebs ushall have bracing Installed per BC511 f� �''a� BC DL 10.0 PSF DRW CAUSR7175 17353011 ALPINE n ai , B10unless as noted pother Apply plates to each race or T anJ position late ns shown tabuvn and u the,Joint Details, unless noted cable.A. Refer es drawings ace or trusstandard plate positions. 1 a�20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine,a division of ITN Building Components Group Inc. shall t be responsible for any deviation from this OREGON drawing, any failure to bulla the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITWCOMR4Ninstallation i stal lation A bracing of trusses. TOT.LD. 42.0 PSF SEQN- 269651 Aseal on this Crewing Sr cover pew listing this Crewing, Irblww wm tseptae of prefwslorsN el englnring � f'en.20,046I responsibility solely for the design shown.. The suitability end use or this crewing for any structure is t1. Rae o W.�`�` DUR.FAC.1 15 FROM I KE 8351 ltotale(:Ildt responsibility or the Rullaing Designer per ANSI/TWI 1 Sec.2. Sxramomn.CA95828 For more lti`"sot, is job's genual page and`hoar Octf SPACING 24.0" JREF- 1W6V7175Z07ALPIE: www.alpheito.comTPIsewtpi t.org,RTCA:www.sbcindustry.com; ICC www.iccsate.org Renews 619012019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A1) Top chord 2x4 HF #2 120 mph wind, 20.99 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: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5—=-- 1.5X4 III 5X5= M B 0.1"%sc414:44s ,.11 . 1.5X4 W3 W5 4X51.144,1444444444444444,... 0� 5-11-4 8 2-0-4 0-7-4 mil u MI A 4_18-2-10 3x5BE 3X7(B4)(R) M 3X5= 3X5= 3X5 III 3X7= L1-6-01 _1_$ -1-0 - 8-0-0 6-7-14 6-7-14 5-10-8 27-2-4 Over 2 Supports >1 R=1285 U=76 W=5.5" R=1183 U=60 RL=96/-95 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, .+' - FS,� OR/-/1/-/-/R/- Scale =.283"/Ft. ••WARNNIG1.. READ AND MELON ALL NOTES ON THIS DIUWINGI G11dE O TC LL 25.0 PSF Truss components of Oregon {503357-.Its ...IMPORTANT..T .. �� a F� y REF R7175- 13539 s25 N4th Ave,Cornelius 4R 97 l3 FURNISH THIS DRAINING 0 ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trusses require o t.omo re In fahrinat ng, handling stripping, installing and braning. Rarer to and follow 19575 9 TC DL 7.0 PSF DATE 1 2/1 9/1 7 the latest edition ofrBCSlr(Building Component Safety Information, by TVI a.WTCA) For safety practices prior , r Lo perrurminy hese sur tions. Installers snail provide temporary bracing per BCSI. Utile..rw Led otherwise. 41164, �l Cop chord snail have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. locationsshown` r permanentlateralpint of rebs shall have bracing installed per BCSI 41111111.<, BC DL 10.0 PSF DRW CAUSR7175 17353012 s B3, B/or-B10, a.applicable. Apply plalas Loeachrasa ur trussand push Lion as shown above and u Ap I B I� 'la t..Joint Details, unless noted otherwise. Refer to drawings 160A_2 fortandard plata positions. 1 '/20- OREGON LL 0.0 PS F CA—ENG JCJ/GWH /�=1 IL_slit j It `V' Alpine, a division of ITN Building Components croup Inc,shell not he responsible for any deviation from this OREGON drawing, any ran ora to nulla the Muss i conformenno with ANSI/TPI T,or for Handling. ,hipping. TOT.LD. 42.0 PSF SEQN- 269613 AN ITW COMPANY instal lotion&brad ng of trusses. . A ..l on this dr.rlro or cover page listing this drawing. Indictee.dwptanoe of professional engineering 9R"til. 0190 G — T� reeponslblllty solely for the design shown. The suitability end use of this arcing for sly structure Is the 0L , • .4._"4 DUR.FAC. 1.15 FROM I KE SI$1 n.•ygl&1(�ltt'It responsibility of the Building Designer per ANSI/TPI 1 Sec.2. W SacrantDkl,CA95828 for more 'nfa-ma ion is,ab'E gnnoral nn a pages and`has`web, SPACING 24.0" JREF- 1W6V7175Z07 ALPINE: wwr.alpineitw.ccm tTN,wes tpinat.org;WTCA1 ww.sbcindustry.00m; ICC:www.iccsare.org Renenns Wn/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A2) Top chord 2x4 HF #2 120 mph wind, 21.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W5, W6 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member 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. 4X5E--- 1.5X4 III 4X5 Es 1 B I- 1.5X4 III 1.5X4 III —1 8 W3 W6 7-3-4 8 W2 W5 3X5(R) III Bli T _L 2-0-4 0-7-4i IH 111.1 ,-- OA V 18-2-10 3X7(64)(R) UI 3X5 3X5 3X10= 1.5X411) 3X7= Li_6 1 -.E..._ ,74-4 -�I2-7-12 L. 4-7-14 'I: 4-7-14 _1_ 2-7-12 ,IE 5-2-12 7-4-4 7-3-10 7-3-10 '1 5-2-12 'I I— 10-0-0 —I_ 9-3-12 ,.L 7-10-8 —I 27-2-4 Over 2 Supports R=1285 U=80 W=5.5" R=1183 U=64 RL=119/-118 Design Crit: IRC2012/TPI-2007(STD) s PR•p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, i Jr F'S+S OR/—/1/—/—/R/— Scale =.28311/Ft. Truss Components of Oregon (50:3)357.2118 •*WARNING I" RAD ALU FOLLOW ALL NOTES ON THIS DRAWING! �G�N£�.� �% TC LL 25.0 PSF po I FURNISH THIS DRAWING TO ALL Do111AACTDRS INCLUDING TIE INSTALLERS. REF R7175— 13540 825 N 4th Ave,Cornelius OR 97113 �wi �'! Trusses squire extreme n re in fabricating, handling, shipping, installing and brace ng. Refer d fell 19575 TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior u performing Lhasa ,prop ns, Installersshallprovide letup Y bracing per all h e les neral e.i 1 topchord 11 have properly attached pe Cr ural sheathing and b lewd shall have a properly l tt ltetl rigid ceiling. Locations showntor permanent lac rel rostral f b hall have bracing install.per BC51 � • r� ./.. / BC DL 10.0 PSF DRW CAUSR7175 17353013 ra BS, B/or 610, as applicable. Apply plates to each dew or Mo and Ws Lion as shown above aid o l A 1 L�)Q N the Joint petal unless noted otherwise. Refer to drawings 160A_Z for standard prate positions. 1 .I2o BC LL 0.0 PSF CA—ENG JCJ/GWH OREGON Alpine, a division of ITN Building Components Group Inc shall not be responsible for edeviation from this drawing, any failure to build the truss in conformance wie,th ANSI/TPI 1,or for handling, shipping. TOT.LD. 42.0 PSF SEQN— 26961 7 AN RTW COMPANY Installation.bracing of crosses. ../ . A seal on this drawing or cover pogo listing thes drwing, indicates.00.ptaroe or prof.len.l engineering 44, eve,20 19e"""��,yr- responsibility solely fOr the design shown. The suitability and it of this drawing for on11 structure Is the O. �Y DUR.FAC. 1.15 FROM IKE 8351 Rovana Circle reeponsibllity of the Building De.lgnor per ANSI/Tp1 1 Saw.2. )� saaNDelgo,Ca95s2s far more information job's gonoral „o s pages and t was s, SPACING 24.011 JREF— 1W6V7175Z07 ALPINE;ww.alpineltw.com;TPI sLULU ipinst.org; TCA www.rbcirdustry.com,, ICC:wwe.iccsnfe.org 5:1: , se l!, 19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A3) Top chord 2x4 HF #2 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC W 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per 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-- 1 El ID 3X5 3X5 ti 4 W3 W4 (a) W5 8 8-7-4 8 4X5 1 2-0-4 0-7-4 ' El ow [Ti MIN MI iv1 T � w 18-2-10 3X7(64)(R) DI 1.5X4 III 3X5---- 3X5= 3X7= 3X5= 3X5111 L1-6-d 7-4-4 4-7-12 5-3-12 4-7-12 5-2-12 12-0-0 ,I_ 5-3-12 _I, 9-10-8 ..1 1< 27-2-4 Over 2 Supports >{ R=1292 U=86 W=5.5" R=1176 U=68 RL=142/-141 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• ft `—e6N OR/-/1/-/-/R/- Scale =.283"/Ft. Truss Components of Oregon (503)357-2118 "WARNING," READ AND FOLLOW ALL NOTES on THIS DRAWING! Gj IN `Q/ 825 N 4th Ave,Cornelius OR 97113 a'ImpDRIANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Iwo �G �� OZ TC LL 25.0 PSF REF R7175— 13541 Trusses require extrema en. In TeMlrat lno, handling, shIppirpt, installing end Or.inu. Rarer to and Poi I. V 19575 '9 TC DL 7.0 PSF DATE 12/19/17 the latest ani ti on of BCSIr(Bel Id l ng Component Safety Inrormatt on, by TPI and NTCA) for safety erect ices u performing the. W.:L, nn. Instal lets seal Provide termor' bt acing Prier • L chord sisal have ul ached structural sheaths awry xJ pas'SCSI Unless pe Iy attach dn. proper y a 1 to proper y attached rig and bottom`hors hall have 1 sed /� BC DL 10.0 PSF DRW CAUSR7175 17353014 n w rlgitl cel ling, Lora Cl oris shown Appl for permanent Apply lateral restraint or webs shall have bracing !led per BCS! '-; 1�� wavliuns tla. B/ur MU, es aPPl,cab)e. apply pin Lea W each loon or U-u nnJ eusl Liun as snuwri abuvn pe.ur, the�oi'nt Geta;la, unless naiad otherwise. Refer to drawings 16DA_Z rotaatarward plata Posltlons. 1 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH alpine.a dl vision of ITN Bu riding Components creep Int. Snell roc be responsible rot ar,y devieci on from ails drawing, any nal lure to but Id the truss in conformance with ANSI/TPI 1, or for handl no, sbl pp ng, OREGON AN ITW COMPANY ,ental lattnn A bra�i,g or traaada. 0 r, o ..i TOT.LD. 42.0 PSF SEQN- 269619 . A...I en this drawing or cover page listing this drawing, indicate.acceptance of professional engineering 9 •n.20 199 responsibility eelsly for the design shown. The eulte.tl Icy.rid law of anis drawing for aro structure is are , 2 • ' 8351 Rovar2Cilde responsibility or the Building Designer per ANSI/TPI t Sec.z. of. �� DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more len this Tab's general no page end c wen ALPINE:mew. Ipinettw Com, TPI wive•tpInet,org;NTCA: wwv sbcinatty co;; ICC: saw.iccsafe.org SPACING 24.0" JREF— 1 W6V7 1 75207 Rmnoww AMDM119 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A4) Top chord 2x4 HF #2 120 mph wind, 22.99 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, W8, W9 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC 40 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 4X5= 3111r , —1 8 3X53X5 /, 9-11-4 Aidll 4X5% I2-01-4 0 T4 /! �� — '- y18-2-1 1.5X4 iii 5X10= 3X5= 3X5= 3X5 HI 3X7(B4)(R) IH L1-6-0 I- 7-4-4 _L 6-7-12 - _ _ 14-0-0 -3 11-10-B I- 27-2-4 J R=1292 U=92 W=5.5" R=1176 U=72 RL=166/-165 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0d ®,W W-FS+ OR/-/1/-/-/R/- Scale =.27"/Ft. Truss Components of Oregon (503)357-2118 **WARMMBI ww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI I N CQI pooFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING ME INSTALLERS. ..IGIN O,y TC LL 25.0 PSF REF R7175- 13542 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.* 0 l- F� Trine:es require earl-new CS r in fahrirn,,ne,l, hnnnling. shipping, inccnlling and bracing. Refer t. end follow 19575 TC DL 7.0 PSF DATE 12/19/17 the latest edition ofSCSIr(Building Component Safety Information, by TPI end WTCA) for safety practices prior9 to perrur'mrng these rum:Lions. Installers shall provide temporary b,aoing our BCSl. Unless noted otherwise. , 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 01111164 rigid ceiling. Locations shown for permanentlateral restraint of webs Shan have bracing Installed Per BCSI /-./ ,� BC DL 10.0 PSF DRW CAUSR7175 17353015 ,4 �� 1 Serb ons BJ, B/or B1U, ee applicable. Apply plates to each race or truss tard positron as stover above and ort rte— tie Jcint Dataila, unless opted ptherwisa. R�fer tp drwinga,BOA-z for antlarrl plate Positions. 1 19/20 BC LL 0.0 PSF CA—ENG JCJ/GWH Alpl nen a tlivisi on of 17W Building Compo Tants Group into shell not be responsible rot airy deviation from this drawing, way tailors re build the truss in conformance with ANSI/TPI ,, or fpr nandling, sM1ipping. OREGON v TOT.LD. 42.0 PSF SEQN- 269621 AN RTW G7MPANY installation. nn f bracing t of vd the • A bel on thl•drawing or cower page I latlnp thio drawing, Indicate.meeeptohow of prohploml engliering V8 responsibility solely for the design shown. The suitability end e of this drawing for aro structure Is the A �•20,19 8351 RUvana Circle responsibility oT u,.Building Designer per ANSI/TPI ,s.a.2. 'r O N� ma DUR.FAC. 1.15 FROM IKE Sattamonto,CA 95828 For more information this job's gonorwl no page and t won sr ALPINE:www.alpiueitw.eontTPl Iww.tpinst_org;WiCA: ww.shcirdnetry those ICC:sites, SPAC 1 NG 24.0" JREF— 1 W6V7 1 75207 Reweave A/Ofl/OP40 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A5) Top chord 2x4 HF #2 :T3 2x4 HF #1&Bet.: I 2 2 Rot chord 2x4 HF #2 :B2 2x6 DF-L SS: 2 COMPLETE TRUSSES REQU I RED :B3 2x6 DF-L 2400f-2.OE: Nail Schedule:0.131"x3", min. nails Webs 2x4 HF Std/Stud :W2, W3, W4, W7 2x4 HF #2: Top Chord: 1 Row 012.00" o.c. :W9 2x6 DF-L #2: Bot Chord: 1 Row 010.75" o.c. :Lt Wedge 2x4 HF Std/Stud: Webs : 1 Row w 4" o.c. Use equal spacing between rows and stagger nails (a) Continuous lateral restraint equally spaced on member, in each row to avoid splitting. SPECIAL LOADS 120 mph wind, 22.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=6.0 TC - From 72 PLF at -1.50 to 72 PLF at 0.00 psf. TC - From 67 PLF at 0.00 to 67 PLF at 32.50 BC - From 20 PLF at 0.00 to 20 PLF at 27.31 Wind loads and reactions based on MWFRS. BC - From 22 PLF at 27.31 to 22 PLF at 32.50 TC - 406 LB Conc. Load at 30.94 Calculated horizontal deflection is 0.18" due to live load and 0.18" due BC - 2730 LB Conc. Load at 27.25 to dead load. BC - 406 LB Conc. Load at 28,94 4X5(R) III Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. -1 T 3X5 11111 3X5 �i p 4X8 i 8 r- T3 12-4-8 —I 8 8X10 0-7-4 `�� 3X7�� Ll ,� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A6) Top chord 2x4 HF #2 120 mph wind, 22.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :B3 2x6 DF-L #2: DL=6.0 psf. Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.18" due to live load and 0.20" due to dead load. (a) Continuous lateral restraint equally spaced on member. 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 iiT as 3X5�� 3X5 i • 8 • 3X5�O , i r 12-4-8 T 3X10o� �Illigillill se- 4.111.11°.111 �� 18-2-10 1.5X4111 3X5= B2 4X5= H0612 z--,---- 5X7(64)(R) p1 3X10F---- 83 0- 7 5.07 L _L16-2-10 �' T 3X10(B6R) a La-6`O 0-0-8 7-4-4 >1'( 7-3-10 ),I--r7-3-10 sic 5-2-8 --3-4,... 5-4-A >{ 7-4-4 7-3-10 7-3-10 5-4-4 5-2-12 14-7-14 —L.. 17-10-10 ›, 27-3-12 '` 5-2-12 32-6-8 Over 2 Supports R=1523 U=82 W=5.5" R=1419 U=65 W=5.5" RL=202/-227 Design Crit: 1RC2012/TPI-2007(STD) 0 PROP. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .e' .e S OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components of Oregon 1503)357-1118 ••WARNINDI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! °) r40F"Si % TC LL 25.0 PSF REF R7175- 13544 • 825 N 4th Ave,Cornelius OR 97113 ••I "" FURNISH THIS DRAWING TO ALL CONnNS UGTOR9 INCLUDING THE INSTALLERS. LP y Trusses require extrema r in fahrinatlnd, handling, shipping, installing and bracing. Refer r. and follow 19575 -/` — the latest edition ofSCSI r(Building Component Safety Information, by TPI and WTCA) r safety practices prior DATE 12/19/17 u errorming these nine. rs. Installhall provide temporary bracing per BCS'I.POUnlessnnoted`otherwise, �, TC DL 7,0 PSF Copperwrd snail have properly attached structural rel sneathirg and button chord snail have a properly attached BC DL 10.0 PSF DRW CAUSR7175 17353017 rigid ceiling. Locations shownifor permanentulat al restraint of webs shall nave bracing stalled per BCSI ��. Ti s B!, B/ur B10, as applivahle. APPIy plates Lu each race ur Liuss and position es shown above and u ' '1 tte Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions " 1 9/20 BC LL 0.0 PSF CA-ENG JCJ/GWH A f J`—'JQ N Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI ,. or for handling. shipping, $A. TOT.LD. 42.0 PSF SEAN- 269611 AN ITW COMPANY installation a bra.i ng of cruwsos. . A.NI on this drawing or ester page listing this drawing, ind loste aoawptence of prorm towel engineering 4,Q V 29 19 (� responsibi I ity solely for the design shown. The suitability and use of this drawing for any structure is the 0I /1 VV W. V".' DUR.FAC. 1.15 FROM IKE 83511Z41GBI6 Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. `4 Suasteigo,CA 95828 For more information sou is jobn s gunnel notes page and= woe SPACING 24.0" JREF- 1W6V7175Z07 w ALPINE:w .alpineitw.com t TPI:waw epinst.erg; WTCA:ww,sb co ndustry. m; ICC: www.lccsare.org Renews 8/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A7) Top chord 2x4 HF #2 120 mph wind, 23,21 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. 4X5(R1) 4 Ia► 1 -I 8 • 3X5 3X5 0 i Alli11041 10-4-8 8 • 0-7-4 0-7-4 T /•! 3X5 1.5X4 111 3X7(A2) III T -� 18-2-11 1 . X 111 3X7(B4)(R) III 3X7= L1-6-0 r 7-4-4 >I•c 7-3-10 "+c 7-3-10 >'< 7-4-4 14-7-14 _1_ 14-7-14 _J lc 29-3-12 Over 2 Supports >1 R=1383 U=102 W=5.5" R=1270 U=79 RL=181/-191 Design Crit: 1RC2012/TPI-2007(STD) -rc.O PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0,,* Oft OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon {503 i57-2118 •711RNI RNI•H READ AR NG TO ALL NOTES TO THIS DRAWING! �[ !4� 4 %y TC LL 25.0 PSF REF R7175- 13545 — �o • FURNISH THIS owlNlf�TO ALL cONigAclogs INCLUDING TIE INSTALLERS. 9 825 N 4th Ave,Cornelius OR 97113 •1 19575 Trusses require extrema r' in fanriraf:inri, handling, whipping, installing and bracing. Refer t and follow • f" TC DL 7,0 PSF DATE 1 2/1 9/1 7 the latestedition of BCSI (BuildingComponent Safety Information, by TPI and BTCA) for safety practices prior 1 w performing ng thnaa functions.sections Insii+l l'nr IIpruvi do CnnWrnr'y br hairy par'tlCSI. Unlnsx rrutnd ulnnrvl xe. 41,'' - top chord shall nave properly attached s ruct urslsheathing and bottom chord shall nave a properly attached Ir rigid ceiling. Locations shown for perrenent lateral restraint of rebs shall have bracing installed per BCSI 1-. ,, BC DL 1 0.0 PSF DRW CAUSR7175 1 735301 8 11 1a B3, Bw I or B10, as applicable. Apply plates each race ur tri, end position ex shown above and e" 1 9/2017 A 1LLEl0 l� ' the Joint Details, noted otherwise. Refer to drawings 160A-Z for standard plate positions. 1 \V' Alpine, a division of ITW Building Components Croup Inc.shall not be responsible for any deviation from this Q OREGON v w BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any failure to build the truss in conforewnce with ANSI/TPI 1, or for handling, shipping, AN ITCOMPANY i nsta l l anon,bracing or trusses. 9 °'•n.z(090 TOT,LD, 42.0 PSF SEQN- 269655 • A pal on this drawing or cover pogo listing this drawing, indicat&wwptanoo of prsnesiwel enginawring 1]�.� rospensIbi llty solely for the Aawlbawlgn shown, The suitability are use of this drawing for any structure is the OC 0 W•�� DUR.FAC. 1 .15 FROM I KE 8151 RVV'Al1A Circle rporwl llty or 51w Wino ing Dselgner per ANSI/TPI 1 Sac.2. Sacramento,CA 95828 For more t'en soma this s gomenol notos page and these web siman. SPACING 24.0 JREF- 1W6V7175Z07 ALPINE: www.alpineitw,com, TPI sown tpinst.org:NTCA:w u.shai dustry.com, ICC:wsw.iccsafe,org Rwimw momo19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - A8) Top chord 2x4 HF #1&Bet, 2 COMPLETE TRUSSES REQUIRED 1 2 2 Bot chord 2x6 DF-L SS Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x6 HF #2: :Rt Wedge 2x6 HF #2: Top Chord: 1 Row Al2.00" o.c. Bot Chord: 1 Row A 3.50" o.c. Wind loads and reactions based on MWFRS. Webs : 1 Row A 4" o.c. Use equal spacing between rows and stagger nails SPECIAL LOADS in each row to avoid splitting. (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC - From 67 PLF at 0.00 to 67 PLF at 10.06 grain required in area over bearings greater than 4" TC - From 33 PLF at 10.06 to 33 PLF at 16.06 TC - From 67 PLF at 16.06 to 67 PLF at 29.31 (**) 1 plate(s) require special positioning. Refer to scaled plate BC - From 10 PLF at 0.00 to 10 PLF at 29.31 plot details for special positioning requirements. BC - 793 LB Conc. Load at 2.06, 4.06, 6.06, 8.06,10.06,12.06, 14.06, 16.06 120 mph wind, 23.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC - 798 LB Conc. Load at 18.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC - 790 LB Conc. Load at 20.06, 22.06, 24.06, 26.06, 28.06 4X8(R) fl DL=6.0 psf. A Deflection meets L/360 live and L/240 total load. Creep increase T factor for dead load is 1.50. 8 F- —i 8 4X8 4X8 1 10-4-8 0-7-4 0_7_4 18-2-10 5X10(B8R) 3X10111 H0508(**) = 3X10111 5X10(B8R) 8X8 eE k 7-4-4 4. 7-3-10 >fac 7-3-10 4. 7-4-4 fnc 29-3-12 Over 2 Supports R=6412 U=556 W=5.5" R=6730 U=635 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01,(:� � �I , S OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components of Oregon (503)357-1118 "MANNING!" READ AID FOLLOW ALL NOTES ON THIS MAIM! I' %4G C� • 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING TIE INSTALLERS. 19575 TC LL 25.0 PSF REF R7175- 13546 Trusses require extras. Fra in fabritating, handling, shipping, installing and brar.in". Refer to and follow TC DL 7.0 PSF the latest edition ofBCSlc(Building Component Safety Information, by TPI and WTCA) for safety practices prior , La earl-of-ming Lhws, luntLiwn. IncLailotashall provide temporary bracing per BCSI. Unless need OLhwta,aw, DATE 12/19/17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / ,0411111 , rigid ceiling. Locations shovnifor permanentlateralrestraint of webs shall have bracing installed per BCS! I % BC DL 10.0 PSF DRW CAUSR7175 17353019 A IL_,.)I N nav Lioin tlD, a/sr unless as atoa oth r. Apply fir Lto Lu each recn ar.Lend rp p4:h as almweition dove and on 1 19/20 the Joint Details, sof 11 Building Rarer to drawshangsll not for responsible plata positions. BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of ITN Building truss in conformance Inc.Im.shall not be rorPfor nee far any depletion From this OREGON drawing,any failure to build the truss In cdnrorraance with ANSI/TPI T,or For Handling, shipping, AN ITN/C.OMPANY installation 1,bracing of udder,. 9 `lt", 1900 TOT.LD. 42.0 PSF SEQN- 269681 A...I An this drawing er cover peg.listing this drawing, Indicates acceptance of pengineering °' .ional engineering 9 •NFi responsibility solely Fpr the design shown. The suitabl l ity end use or this drawing Tor any structure is the / W* DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle comports i All l ty or the tel Iding Doer gawr per ANSI/TPI 1 See.2. sacramew,CA95828 Far no information TPI this job's general w page and . era Renewe8la012OT9 SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:vaw.al Pii.e i inform;TPI ww.iis job's g; oral wow,socindustry.aom; ICC, ites,ccsofe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - B) Top chord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: :T3 2x4 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x4 HF Std/Stud :M5 2x4 HF #2: :Lt Wedge 2x4 HF Std/Stud: 120 mph wind, 22.32 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 See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind DL=6.0 psf. bracing requirements. 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. (a) Continuous lateral restraint equally spaced on member. Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3 PSF one face and 24.0" span opposite face. Deflection meets L/360 live and L/240 total load. Creep increase Top chord may be notched 1.5" deep X 3.5" along top edge. factor for dead load is 1.50. j DO NOT OVERCUT. No knots or other lumber defects allowed within 12" 4X5- - of notches. Do not notch in overhang, or heel panels/[NNL] areas. 11111111111 3X7# T3 8-7-4 e � 111111111111116;1663:5(62)(R) 3X5(B2)(R) III III 0-7-4 :� ' in ,p' l : : : i : 0-7-4 18-2-1) 3X5= r T 3X5 I- 9-5-4 [NNL] I 1.5X4(**) Itl 2-10-12 -H L1-6-01 NNL] _ 1 6-0 Fr 6-8-0 >f..„ B 17-4-0 -6-1 1-2-, 24-0-0 Over 2 Supports >1 R=1139 U=102 W=5.5" R=199 PLF U=28 PLF W=11-1-8 RL=264/-264 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,so PROF . PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .M• ( ) ( ) '' • S' OR/—/1/—/—/R/— Scale =.283"/Ft. Truss Components of Oregon (503)357-2118 "WARMING!" READ ANO FOLL011 ALL NOTES 0M THIS DIMING, 4°1 E.4. "�j 825 N 4th Ave,Comelius OR 97113 ..IMPORTANT.. FURNISH THIS awINGTOALL CONTRACTORS INCLUDINGTEINSTALLERS. 0 L\ y TC LL 25.0 PSF REF R7175— 13547 T require a trwie r in fabricating, handling, 18575 T the latest edition of BCSIr(Building C shipping. by IPI Installing ARC h r se Refer t and Pnf'or I a functions. Safety de temption by TPI dna ARCA) for fety pea ir TC DL 7.0 PSF DATE 12/19/17 _ u P ha l have , , Installers shall provide aq,rnbY bream ung per shall h Unles pnotedroperly otherwise. top chord fall M1ave properly attached hal sheathing ,m bottom chord mall have a properly che0 rigid 'ling. Locations shown`:r permanent lateral int of webs shall have bracing Installed per BCSI /,,� '',. 'r BC DL 10.0 PS F ,4�1 O�O att ra Bi B u a>„ppl hies Apply platen w each race trusst and position ea shown abovera an DRW CAUSR7175 17353020 — L the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 1 i�7c0 Alpine. a division of ITW Building Components Croup Inc.shall not be responsible for any deviation f this OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any failure to build the truss Inecoonformance with ANSI/TPI 1, or for dandling, shipping. �@ em TOT.LD. 42.0 PSF SEQN— 269700 AN ITW C.OMMNY installation a bracing of trussos, A o.e1 on this drawing or cover pegs Iieting this drawing, indicating acceptant*of prof.wimrl engineering 4,Q n.20,i9 G i responsibility solely for w dwlOn shown. The suitability arm use of this drawing for any structure la w V 8351 Roma Circle responsibility of the Building Designer per MSI/TPI 1 Sec,2. OL(� W. DUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information se this job's general n s page and t web sites: ALPINE: wea.alpinete.con; TPI: we.lCwwww.iccsafe.org MICA: w .sbcindustry.com, ICC:wsv. csare.arg Reneviro&90!2019 SPACING 24.0" J RE F— 1 W6V71 7 5Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - B1) Top chord 2x4 HF #2 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :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 design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5-.-= %t 3X5 i 3X5 8-7-4 ,I. 41.a _i 8 0-7T4 � I �� ! 0- 418-2-1J 1.5X4 III 5X7= 1.5X4 III 4X5(B2)(R) IB 4X5(B2)(R) HI L1-6-01 L1-6-01 6-0-12 3.1.c 5-11-4 4I` 5-11-4 4( 6-0-12 ai -1-0 -t-, 1 24-0-0 Over 2 Supports R=1149 U=75 W=5.5" R=1149 U=75 W=5.5'r RL=172/-172 Design Crit: IRC2012/TPI-2007(STD) ,EO PRO1 . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .$, s' Sy OR/-/1/-/-/R/- Scale =.3"/Ft. Truss Components of Oregon (503)357-°,118 "WARMING!"" READ AND FOLLOW ALL ND7ES ON THIS DRMINGI t1G I (�` II Z TC LL 25.0 PSF p 1 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 E INSTALLERS. REF 87175— 13548 825 N 4th Ave,Cornelius OR 97 13 19575 Trusses require extrema re in fnhrimponen, Saralli ng, shipping, installing d WandTC bracing.Rayer t,.are (prlow ior �1 TC DL 7.0 PSF DATE 12/19/17 the latest edition of emaBCS1care in Component Safety Information, by TPI and NTCA3 for safety Ror practices And prior r • � w Per l'urnu ng those runt.. ns. I r.aw l l ors octal l aruvi as Lemparary bracing Per UCS,. Ung ea nnated otherwise. top chord shall have properly attached structural sheathing a"°bottom chord shall have a properly attached ��,:‹•• BC D L 10.0 PS F rigid ceiling. Locations shown ror permanent lateral restraint of webs shall have bracing installed per BCS! DRW CAUSR7175 17353021 fa ,,!aha Ba, B/ar'BiR, as aPPlicable. APPIy plates to each race ar tress aril Position as shown above snit an A jfi A ' Cehe Joint Details, unless not otherwise. Refer to drawings 16DA_Z for standard plate positions. 1 •/20 BC LL 0.0 PSF CA-ENG J CJ/GWH ' \v' Alpine,a division of ITw Building Components Group Inc.shall not be responsible for any deviation from this OREGON AN ITW COMPANY Instal II etioonn aanraoIng offntluss thetruss In conformance with ANSI/TDI ,. ur for handling, shipping, n. e0 TOT.LD. 42.0 PSF SEQN- 269683 . A sal on this drawing or cover peg.listing this drawing, in./Jostens acceptance of professional engineering 9A fl,Y0,19 G i responsibility solely for the design shown. The suitability and use or this drawing for any structure is the -1 OLD W•�l�e` DUR.FAC. 1 .15 FROM I KE 8351 Rosana Circleresponsibility of the Building Designer per ANSI/TPI 1 Seb.2. sacaamento,CA 95828 for more nformation sea this jab's$antral notes page ane these web= SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:w w.alpineitw.cwn: TPR, ww tw pinat,org:WTCA: w .ebcindustry.uom, ICC:www.iccsafe,org R.new.N/30/201!3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 82) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED 1 t Bot chord 2x6 DF-L #2 :62 2x8 DF-L SS: Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :Rt Wedge 2x8 DF-L #2: Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows 0 6.00" o.c. (Each Row) Deflection meets L/360 live and L/240 total load. Creep increase factor Webs : 1 Row 0 4" o.c. for dead load is 1.50. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails perpendicular and parallel to (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) grain required in area over bearings greater than 4" TC- From 67 plf at 0.00 to 67 plf at 24.00 BC- From 20 plf at 0.00 to 20 plf at 18.46 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 18.46 to 10 plf at 24.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 6729.63 lb Conc. Load at 18.46 DL=6.0 psf. BC- 1269.68 lb Conc. Load at 19.94,21.94,23.94 4X8(R) 111 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on Rf FRS. The maximum concentrated load is 6730# • 8 F____ 8 3X59 W3 8X8(R) 8-7-4 • 3X5' W4 W5 _i_ rilAihillhH* _L 0-7-4 AII Cl. -4171174, 0-77_--4 +18-2-1) 39 1.5X4 NI 1012= B2 6X12(R) III 4X5111 4X5(81) = 5X14(B8R) I< 5-11-2 >It 6-0-14 >i< 6-0-14 4c 2-5-8 4c 3-5-11-1- L- 12-0-0 ..I.. 12-0-0 —1 I 24-0-0 Over 2 Supports R=2874 U=251 W=5.5" R=9693 U=822 W=5.5" Design Crit: IRC2012/TPI-2007(STD) FtP PRop PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .. 4% OR/—/1/—/—/R/— Scale =.292"/Ft. Truss Components of Oregon (503)357-'.118 "WARNING!" AND HILL=LLALL NOTES ON THIS DRAWING! (g ' t F.Q TC LL 25.0 PSF REF R7175— 13549 825 N 4th Ave,Cornelius OR 97113 *.INF0RTNTT” FURNISH THIS ORMING TO ALL commieroas INCLUDING THE INSTALLERS. 19576 Trusses rennin.extras.^ata In nfabricating. SaretyhandliLg r installing and bracing.e Reiforpractices to ane follow r TC DL 7,0 PSF DATE 12/19/17 the, I edition of BCSI (Building Compo Sep y Information, try TPI w N1Ca1 'r safety Pram cos Pt forlir to per-torming Lhasa erp urn. Installers 11 provide s" an "Y t P lts n . top chord snail have properly attached al sheathing and bo' chord shall have properly attached rigid ceiling. Locations siswin Por lateral restraintP b shall have bracing installed per BC1 / BC DL 10.0 PSF DRW CAUSR7175 173 53022 to secLions BS, h/oi- B10 , applicable. Apply plates to each race or truss and position es shown above.nw o 1 19/20 7 A II �0 N74—.D::::7:::77.-:::=7:- aeacromtls:si1l6"t unoawa otsty tlicans.on Prom tM11$ OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH drawing. Pr failure to build the truss in conformance with ANSI/TPI 1. or for hnrxllrg, shipping, J AN IPA/COMPANY installation.bracing of trusses. 1 f'on.20,A94M' y TOT.LD. 42.0 PSF SEQN— 269689 a A sl an fail.dr.winp or cover gags listing the.drawing. Indlaatas aaaapurra at profs.lona)englraaring responsibility solely for ter design shawn, The suitability end ta -i0 LD f this drawing for any structure is the 4 D W.�� DUR.FAC. 1 .15 FROM I KE 8351 RovanaCircle r eponalbl lit,of ter Building Designer per ANSI/T1,1 1 Soe.2. Sacramento,CA 95828 ran don information this Job's general antes pago and t woe, Renew831209 SPACING 24.0" JREF— 1W6V7175Z07 aws.alpineits.comTP1: ww,tpit,org:NrCA: ww.shcinduxuy.cua, ICC wwe.iccsnfe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - B3) Top chord 2x4 HF #2 120 mph wind, 22.86 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1) 0' 4, s (— —18 3X541 3X5 ' ,I► N , 8-7-4 4-4-9 :*) . R 0-8-4 , .y, .4_18-2-10 i 1.5X4111 3X7= 1.5X4111 3X10(G7) III L_ 5-11-4 _L 11-10-8 5-11-4 >I-, 6-4-0 I` L. 18-2-8 J • R=790 U=36 W=4" R=790 U=56 RL=118/-90 Design Crit: IRC2012/TPI-2007(STD) 1P PROPER PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1 6 � , % OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-1118 ••Iw►w+IMDI••sato am ragaµi NOTES ON THIN DRAWING! (9 a HiQ 9 TC LL 25.0 PSF REF R7175- 13550 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS, 19575 Truss require extreme r in fabricating. handling. shipping, installing end bran qe Refer t. anfanr TC DL 7.0 PSF DATE 12/19/17 the latest edition ofrBCSI r(Building Component Safety Information, by TPI and RTCA) for safety practices prior / rming[Fres. luricl.i ns. Irnwllors shall provide temporary braving per BCSI. Uriles noted otherwise.r top • chordstall have properly attached structural sheathing and bottom chord shall have a properly attached '�. oidlhk to rigid ceiling. Locations shown f-or permanentulateral restraint of we Shan n ve bracing Installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 17353023 ie a B!. B/or B10, me applicable. Apply platen L.each race or cru and pusrtren as shown above and or I 9/20 7 I0, ,11(� I the`Jooint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH A�U ' `V' Alpine, a division of ITA Building Components Group Inc. shall not be responsible for any deviation from this drawing. any failure to bund the truss in conformance with ANSI/TPI 1,or for handling, shipping. ML1,6"an.zD,tem° •� TOT.LD. 42.0 PSF SEQN- 2696 79 AN 1TWCOMPANY Installation a bracing or truaaee. A sol we this arming or saver edea listing this tlrring, Intllrtaw edeept.ros of professional engineering pt p W,N� responsibility solely for the dealer shown. The suitebi I ity anti use or this drawing for aro structure is the DUR.FAC e 1.15 FROM 1 KE 8351 Ronna CCilde reeponeibllity or the Nullding Designer per ANSI/TPI 1 S.o.2. SacrooeI0.CA95828 nor more Information sac this). general notes page and these wonRenews813012019 SPACING 24.0x' JREF- 1W6V7175Z07 ALPINE;www.elpinettw.comi TPI'.wwwwd w.tpinst.org,RTCA: w.ebcin.stry.com; ICCs wwn.iccsafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C) Top chord 2x4 HF #2 120 mph wind, 21.40 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. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Truss designed to support 1-6-0 top chord outlookers and cladding bracing requirements. load not to exceed 3 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" along top edge. Deflection meets L/360 live and L/240 total load. Creep increase DO NOT OVERCUT. No knots or other lumber defects allowed within 12" factor for dead load is 1.50. of notches. Do not notch in overhang, or heel panels/[NNL] areas. 4X5 adlis II. i 8 i i i B 6-9-3 f NS' i s ill ■ ■ ■ ■ ■ ■ ■ ■ ■ ■0-7-4 KARI" r. ■ ■ ■ 418-2 3X5(B2)(R) 111 3X5(G1) III L1-6-0.1 L. 9-2-14 _I>. 9-1-2 J F18-4-0 Over Continuous Support R=132 PLF U=12 PLF W=18-4-0 RL=10/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) a O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.#, .t' - FSt3, OR/-/1/-/-/R/- Scale =.375"/Ft, Truss Components of Oregon (503)357-1118RRIMENI86Iea READ AND FOLLOW ALL ND1E59NIBIS DRAWING! �� GINE �O TC LL 25.0 PSF 4th 1 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 11E INSTALLERS. �A y REF R7175- 13551 825 N Ave,Cornelius OR 97 13 re sxrru,,,care L'! T Trusses require extreme sew a in fabrication. harMrng, shipping, installing and bracing. Refer to end follow 19575. 9 the latest edition oofrSCSI`(Buildirg Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 7.0 PSF DATE 12/19/17 o pchord ingshe thelhav Tprop,uns. Installersshall provide temporaryno tom bracing per allhSI. Unless muted otherwise. %I to dTeed snail have properly n for pe structural lateral sheathingandbottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 17353061 s rigid ceiling. Locutions sheen far permanent lateral restraint of webs shell neve bracing Installed per SCSI �- s B'!, d/ur B10, es applicable, Apply plates to each rave or truss and position as shown above and un _ ' I i the sections Details, unless noted otherwise. Refer'to drawings 160A-Z for plata positions. ,4O L I� I ®V I '/20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH ILS-LI �l Alpine,a division of ITR Building Components croup Inc.snail not be responsible for any deviation from this OREGON drawing, any failure to build the trusts in conformance with ANSI/TPI 1. or far Handling, shipping, CI TOT.LD. 42.0 PSF SEAN- 269677 AN ITNV C.OMR4NY installation A bracing of trusses. . A.sl on this er.wln■or Rover Peg*listing this drawing, indicates aoeeptanoe of prof clonal•gineerin■ 7�'on.20,190 respo sib)Iity solely for the design use ign shown. The suitability ende of this drawing for any structure la the OL W W.N DUR.FAC. 1.15 FROM I KE 8351 RuyAna Circle responsibility of the Building Designer per ANSI/TPI 1 Seca. Sacramento,CA 95828 rot more information is job's general no pogo and these wen o SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:www.elpineitw.com t TPI: www dpi t.orf, ■TCA:ws.abcindustry.uom, ICC: ws,rccsafe.org Renews 6/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - Cl) Top chord 2x4 HF #2 120 mph wind, 21.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L #2 :B2 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. :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MNFRS with additional C&C member Calculated horizontal deflection is 0.14" due to live load and 0.1511 due design. to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5(R1) drill , s � 3X5 6-9-3 3X5 ,010d°111111. - 11- 11- 1- -=1111111111111111, 4:mmiell 5X5= B2 3X7= 5X5(SRS) 0-7-4 0-8-7 6 L_ - ?18-2-1 ---I 6 3X5(B6R) ES 3X5(F2)r L1-6-0.1 I 2-5-8 I 6-9-610 -9-6 'I` 66 9-6 JT`2 -3-12' i ..‘ 9-2-14 _I_ 9-1-2 2-5-8 -I ' 13-6-12 T 2-3-12 '6 18-4-0 Over 2 Supports > R=918 U=55 W=5.5" R=793 U=33 RL=116/-125 Design Crit: IRC2012/TPI-2007(STD) - p PRO ( ) ( ) . FFS,�� OR/-/1/-/-/R/- Scale =.35"/Ft. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.►. .c Truss ComponentsofOregon (503)357-1118 ..WAIUIINGI.w HEAD AND FOLLOW ALL NOTES ON THIS DRAWING! 4? `GINF 825 N4th e,Cornelius OR 97113 "I " FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. U [� lt`+ y TC LL 25.0 PSF REF R7175- 13552 thI Trusses edition r•IKs-corei iei fabricating.Imo t handling, snipping, installing and bracing. Rarer r. arm follow , 19575 -- y Information, by TPI ate,WTCA, far army prata prier �- TC DL 7.0 PSF DATE 12/19/17 to Part d orNshe I.hoso ba,e'prop ensu Installersdstructural provide sheath ng an try bratom chord per all have a propetedrly attached �I top morn angel lava property attached s ural rata ening and bottom awry mall t a pinstaly a pernaa BC DL 10.0 PSF DRW CAUSR7175 17353024 ,41164, Wield ceiling. locations a Sapp for permanent lacteal rescd.nt or webs mall have bracing installed per BCer ��./7, �� ae._Liulf tl:i. D/or-b1U, as nopPl applicable. Apply plates Lu nnub race or truss and a from ri Puri 11 un n aiwwn above arxi u t w n t Details unel tea ttntrwisa. Rsrer tt trwingn i60Ad ser atantara plat®positions. 1 V20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a ai vision or I11P Ruiiding Components Group Inc.shall mt ha responsible for arty tavietion r this teasing. any failure to[wild the truss in conformance with ANSI/TPI 1, or for handling, snipping. /1 OREGON J AN ITtiv COMPANY Insi:ai laid or,.braeino oftrusses. Vr TOT.LD. 42.0 PSF SEQN- 269657 A seal on thisdressing or comer p.g.listing this drawing. Indicates acceptance of professional engineering /Alb +n.20,4s� responsibi l i tp.ol.ly nor the design shown. The suiabi l ity and ae of this droving far aro.structure is the pL W �� DUR.FAC. 1.15 FROM I KE 8351 Rovarsl Circle responsibility or the Building Designer par ANSI/TPl 1 Sea.2. Sacramento,CA 95828 ror mu` information this jobs moral notes page and those woe�i wSPACING 24.0" JREF- 1W6V7175Z07ALPINE.:~er.alpi, w.comi TPI .,wpirt.erg;AICA:www.ab inanatry.00m: ICCam.iCnsafe,org Renews6/3072019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C2) Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 21.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B1 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, W4 2x4 HF #2: 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. 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 Iced is 1.50. 4X8(R) III 1.5X4 III 3X5= 1 7-1-7,A4lIIiJI 0-7-4 j11."„o000001A11110111.11.111111111111111111MMMMNMBIMIIIIIMIIMIIIIIIIIIIIIMIII.M.Mre._IllIlIlp 5X5 6X1O(SRSiII, 18-2-10 i J 6 1.5X4 III 3X5(F2) 0 • L1-6-0.1 2-5-8 7-4-12 6-2-0 2-3-12 10-0-0 R-4-0 y 2-5-8 113-6-12 1 2-3-12 18-4-0 Over 2 Supports '' R=918 U=32 W=5.5" R=793 U=75 RL=167/-54 Design Crit: IRC2012/TPI-2007(STD) • PR•FF OR/-/1/-/-/R/- Scale =,35"/Ft. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0, S Truss Com Components of Oregon (503 357-1118 ""WARNINGI•• READ AIB FOLLOW ALL NOTES ON THIS DRAWINGI �G%NE 'O TC LL 25.0 PSF REF R7175- 13553 p FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 ""I�oRTAxr"' G 9 Tr 11,15114 require extreme rg bars In fakir lb, handl ir . stripping, Install,ng brat.;ng. Refer to and follow 19575 uTC DL 7.0 PSF DATE 12/19/17 the latest editions,BCsi (Building Component Safety Information, by TVI and WTCA) r safety practices prior , tu W W these rVnr.Llunslnaleller'suctell pruviJe temporary b- g per.IN:SI.f Unless noted uJ�crmisnf1 1 op chord mall have properly attached structural sheathing and h chord shall have properly attached BC DL 10.0 PSF DRW CAUSR7175 17353025 rIgid -1- J. L tl shown for permanent lateral al f b hall have bracing tai letl per RCSI l(� f• B.S. HI -.1u, se ppl Dies ',SOY platesh "arse of trussa,J puss ll - - above and u � the Joint Detail ,less d otherwise. Refer drawings 160A-Z for la A �)�N E net P any 1 '�20 BC LL 0.0 PSF CA-ENG JCJ/GWH J Alpine.a y f f ITN Building Cemtruss Inacon Group Inc.h AN or for ble handl y deviation from:his OREGON drawing.any&ailurn to rulltl sea truss 1n conformance with ANSI/TPI ,.ter fpr ha,dli g, wM1'pping. • .d TOT.LD. 42.0 PSF SEAN- 269663 AN ITW bracing installation A brat.; or trusses. A.esI so this Crying or a0Ver PM*listing this drawing, indicates acceptance or pfohsslofOI engin erlro / 1'•n•20,190 ` '/ responsibility solely for the aawigtb shown. The suitability Sod SO Of this drawing for sty strudtdoe is til. reepeteibillty of the Building Designer per ANSI/IPI I Ssc.2. I. w.11.1‘' DUR.FAC. 1 15 FROM 1 KE 0351 Rrn'alg Circle Sacramento,CA 95428 I-er mom information seo his jab's general rotas page and`hese web SPACING 24.0" JREF— 1W6V7175Z07 Bf ALPINE:wew.alpineitw.com TPI:www.tpiost.org;1llCA:www.shaindustry.c.om; ICC s wwa.,eesore.org ReneYroSO/2019 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C3) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B1 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 :W4, W5, W7, W8 2x4 HF #2: 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 e 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= 1.5X4 III 3X5(R) III T2 1.5X4 III I W 8 f (a) W4 W5 (a)@ 8-5-7 8-7-4 WP 11 a 3X51 rig 3X10= 0-7-4 5X5: -41:11111,141144g. 18-2-10 o r 61 -I 6 6X10(SRS) = 1.5X4 III 3X5(F2) 10-6-OJ L. 2-5-8 -I 5-10-4 'lc 3-8-4 718-8 3-10-8 lj 2_3-R12 - 82 -1 12-0-0 J. 6-4-Q. 2-5-8 -I` 13-6-12 1 2-3-12 z 18-4-0 Over 2 Supports > R=918 U=24 W=5.5" R=793 U=91 RL=202/-60 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. '4 i WFtFs OR/-/1/-/-/R/- Scale =.3"/Ft. Truss ComponentsofOregon (503)357-1118 ••WARNING!"" REM AND FOLLOW ALL NOTES ON THIS DRAWING! 40 (31NE SAO TC LL 25.0 PSF 825 N i Ave,Cornelius OR 97113 ..1 TAm'" FURNISH THIS DRAWING TO ALL caNTwlcroRs INCLUDING TIE INSTALLERS. . F� y REF 87175- 13554 Trusses require a r.aa,a are in fahrir:at:ng, handling, Shipping, Installing end bracing. Refer t and fellow 19575 '9 TC DL 7.0 PSF DATE 12/19/17 tM latest edition of BCSlr(Building Component Safety Information, by TPI and INCA)r for safety practices prior � permdming these rum:Lions. Istallers shall provide temporary bracing per.BCSI. Unless noted auw.wi,a, r , [op chord shall have properly attach.st ra sheathing and bottom chord shall have a properly attached igid ceiling. Locations shown r permanent"lateral restraint of abs shall have bracing Installed per SCSI i /� BC DL 10.0 PSF DRW CAUSR7175 17353026 11 la aecLmoni B!, B/or B10, an applicable. Apply plates Lu each loos of true and position as stove above are or. I4 ,4'1 '�-I� f [he',:rm Retails, unless notetl othwrwise. Refer to drawings 16OA-2 for standartl lata ons. � II o ' \`Ii � ig,a p ��t > 9i20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpe a div of ITN Building Components Croup Inc. shall not Ue nor for than for airy ippintian fro.this drawing, any failure b build the truss conformance with ANSI/TPI 1,or far handling. shippi g. OREGON AN rrw COMR4NY installation Abracing of trusses. 0 -a TOT.LD. 42.0 PSF SEQN- 269671 . A awl on this drawing or cower pegs listing this drrlrg, Indicates acceptance or prof si.nei engineering '9A)t'•e.20 19� reapan.lhl l ity solely for the design.has. The Suitability and,ss,of this drawing for any structure is the .4.:4"V DUR.FAC, 1.15 FROM I KE 8351 RovanaCirele re.ponsimilty of the Building Drign.r per ANSI/TPI 1 S.a.2. OLD fa•f Sammlito CA95828 ro, worh information hisjob's general notespage and= wpb a 1� SPACING 24.011 JREF— 1W6V7175Z07 ALPINE:,ww.alpinei�tw.com c TP1 s.w..tpi .org;WICA:www abcindnotry.tom, ICC: www,icosofe,org g a Ala nnco THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C4) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 22.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B1 2x6 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W2, W3 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= 3X5= 5■ _ I t 1\11r/il 1.5X4 III S 9-9-7 9-11-4 8 1- 3X5�o W1 -�- /AP/i_ - !- it 5X5r 3X10= 4X5(SRS)(R) ///6 0-7-4 B1 �� +18-2-10 i � 6 2X4 III 3X5(F2) L2-6_.I -11 • 2-5-8 5-10-4 7-8-8 2-3-12 14-0-0 _I— — -0 < 44 2-5-8-1` 13-6-12 I—'2-3-1?' < 18-4-0 Over 2 Supports R=918 U=14 W=5.5" R=793 U=110 RL=237/-67 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.#. 1513' Foss, OR/—/1/—/—/R/— Scale =.27"/Ft. Truss Components of Oregon (503)357-1118 t..WARNINGIea REM AND FOLLOW ALL NOTES ON THIS DRAMS! 5 �C,IME� "0.4. TC LL 25.0 PSF 825 N4th Ave,Comelius OR 97113 ..um RTAYTwr FURNISH THIS COMING TO ALL CONTRACTORS INCLUDING T!E INSTALLERS. fro REF R7175— 13555 Trusses require extreme core In fabricating. bantling, Mlpping, installing and bracing. Refer f. and follow V • 19575 /1 !'yTC DL 7.0 PSF DATE 12/19/17 the latest edition aofrBCSl (Building Component Safety Information, by TPI and RTCA) for safety practices prior Per/orming theses Ilse:Lions, Installers shall provide temporary bracing Per!SCSI. Unless...I.uC.... e, 511' coop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /I BC DL 1 0.0 PSF 411164, rigid ceiling. locations stolon for permanent lateral restralot of webs shall have bracing Installed per BCSI �- DRW CAUSR7175 17353027 to a BS, B/ur B10, me applicable. Apply plates to mach (Moe er trussend vomition es shown above ami u AI o)E1 N E the Joint Details, unless noted otherwise. Refer to drawings 1 0AA_Z for standard plate positons. 1 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH IL ,J Alpin a division of ITN Building Components croup Inc.shell c be responsible for any deviationfrom this OREGON drawing, any failure to Huila the erose in with ANSI/TPI 1,or for handling, shippirg AN ITWCOMP,NY inotaliation A branins of trusses. .ii TOT.LD. 42.0 PSF SEQN— 269669 A...I on th1s drawing or*aver page listing this drawing. Indleet..ee.ptene.of pre salons!engineering I V+n.20n 190ts 'f responsibility solely for the design sheen. The suiteollIty she is.of this drawing for and structure Is the AN 2 �,L, DUR.FAC. 1.15 FROM 1 KE 8351 Rovana Circle reepmwibl I lty of Oh.Bol'ding Designer per AMS(/TPI 1 Sac.2. Sacranlento,CA95828 for mo nn a job's general ' ('ago"d t mob SPACING 24.0" JREF— 1W6V7175Z07 ALPINE: www.olpineits.coe nTPI;www iipi song:NTCA:w+w.abcindustry.tom, ICC: www.iccsafe.org Rae.wn APVII0114e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ali (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C5) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 22.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B1 2x6 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W2, W3 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= 1.5X4111 3X5= T2 MI p UM i 1.5X4 II ' (a) (a)1 9-2-15 9-4-12 8 n W3 3X5 W e- W2 i 41410-7-4 5X5: 3X10= 6X10(SRS) � 7.- B1 18-2-10 i 3X5(F2) - 6 2X4111 Li-6-9j L 2-7-4 Jr 5-8-8 4, 4-10-8 I 2-8-4 ..1, B 1 2-5-8 I 5-10-4 7-8-8 2-3- 13-2-4 -I- 5-'L_12 < 2-5-8M 13-6-12 'T`2-3-12 < 18-4-0 Over 2 Supports >' R=918 U=19 W=5.5" R=793 0=102 RL=223/-64 Design Crit: 1RC2012/TPI-2007(STD) eso PR0pt PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01 .1, iK S� OR/-/1/-/-/R/- Scale =.283x'/Ft. Truss Components of Oregon (503)357-2118 ..WARNIMGIee READ AMD FOLLOW ALL NOTES ON THIS DRAWING] VI �� Z TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 ..IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 �Q REF 87175- 13556 Trnaaea require serf.. r in fahrirating, handling, ahippirrg, installing and b acing.Rotor t. and follow f TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBCSir(Building Component Safety Information, by TPI and PICA)r for safety practices prior �1 w performing these tt,rw tr ons. tire wllnr'Surteli provide temporary brncrng per tlCsl. Uril ass noted u4rerwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /� A rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 1/� % BC DL 10.0 PSF DRW CAUSR7175 17353028 A ILIA As urs BS, vi ur B1U, as applicable. plicable. Apply plates to carp recto to tau rand position as shown ahvve and un 1 19/2017 the hint Da ai nnieaa n tad at wxwisa. Refer to drwinga 180A_Z forst an Plate poaitia e. BC LL 0.0 PSF CA-ENG JCJ/GRH Alpin a i sloe of I;.Building Compananis croup Inc. hail t ho realwrnlbie far any%aviation from this /1 OREGON drawing, any failure to build tha truss in conformance with ANSI/TPI 1,or for handling, shipping, M� Wei AN ITW COMPANY inoteIl®tion a bracing of trusses. 9 tlyik20,,00 TOT.LD. 42.0 PSF SEQN- 269673 A meal on this drawing or cover page!hating this drawing. indicates ibWDT.Me of professional engineering responsibility solely for the design shown. The suitability and um of this drawing}Sr any structure is the OC D W• 0*.. DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle reopoeelbllity of the Building Designer per ANSI/Til 1 Sed.E. Sacramento,CA 95828 for more information this jer s job's general r peg.and those sob Renewsaraolzo�a SPACING 24.0" JREF- 1W6V7175Z07 ALPINE: www.olpineitw,ccm; TPI sows pi t,org:NTCA:ewbcindustry.com; ICC s w w .iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C6) Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B1 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. 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 EfiII8 T2 3X5#, 3X54 3X5 8 � � 8-7-4 3X50 I�_nimmumin 4-4-9 3X5(F3)!i —I_ 5X5 3X5= 3X7= 4X5(SRS)(R) 0-7-4 61 6 L. eIJ' +18-2-10 d —J 6 1.5X4 III 2-5-8 5-10-4 3-8-4 4-0-4 2-3-12 12-0-0 _I, 6-4- a 2-5-8 I 13-6-12 I 2-3-12 •t 18-4-0 Over 2 Supports > R=806 U=37 W=5.5" R=798 U=55 RL=119/-91 Design Crit: 1RC2012/TPI-2007(STD) ,EO PROFF • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..E '''S's, OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-?118 ••IMRNRNGI•• READ ARO FOLLOW ALL NOTES ON THIS DRAWING! N'G1 e. �y TC LL 25.0 PSF po ••Ii ORTNIT•• FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r 9 REF R7175— 1 3557 _ 825 N 4th Ave,Cornelius OR 97113 19575 Trusses require w r.rwm nr in fabricating, handling, shinning, installing end heroin. Refer t and follow �" the 1 edition ofBCSir(Building Comp Safety Information, by TPI and NTCA) for safety practices prior 1 i TC DL 7.0 PSF DATE 12/19/17 u y these 1properly Install ne shut' provide sheath ngantemporary to bracing per all Unless noted otheattached hall have properly attached I lateral re sheathing and bot chard shall has properly d per .e' DRW CAUSR7175 17353029 A cceiling, Locations shorn for e.permanent lacteal reser rc or rear shall have bracing !led per BCS, �1 '~ BC DL 10.0 PSF s 63, tl/or 610, nn applicable. Apply plates w ewch race or �n and ra,5itrnn a yrnw,�above esti o� 1� 19/20 7 1 cfa Joinc Details, uniass noted otherwise. Rater to tlrarings 160A-Z forsstarMertl plate poli tions. A L _,E, (`� ��— t a r tla BC LL 0.0 PSF CA—ENG JCJ/GWH Alpin a tlivision of ITN Building Components Group Inc shall eaponsible Por eery d n from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI b1, or for handling shipping. 0 oft, AN IT'WCOMPANY i sstellation&bracing of trusses. 9 `9n.pp,1s®A' v TOT.LD. 42.0 PSF SEQN— 269675 . Ans«I on this drawing or cover peps listing this drawing. indicates acceptance of professional engineering responsibility solely for the design dean. The suitability and ire of this drawing for any structure is the 8351 Ravaha Circle r«ponalblliq of the BuildingDesigner per AILS!/TPI 1 5«.2. OL 0 DUR.FAC. 1.15 FROM IKE Sacramento,CA 95828 For more information iajob's g TCpage and t a nab sites: ALPINE:wesia.alpiitr.con ts TPI:rxra cpl nst.org; WTCA wsI1:rw. bci ntlustry.c«; ICC:w«,iccsafe,cry Renews 6/30l2019 SPACING 24.0" JREF- 1W6V7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - D) Top chord 2x4 HF #2 120 mph wind, 19.99 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. Truss designed to support 1-6-0 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 of notches. Do not notch in overhang, or heel panels/[NNL] areas. factor for dead load is 1.50. 4X5= 8F--- 8 :ilk: 111 3-11-4 0-7-4 1141111111111111111111111111611111111.1 0-7-4 , 1B-2-10 3X5(B2)(R) III 3X5(B2)(R) III 1-6-0, L-1-6-04J I— 5-0-0 J. 5-0-0 —J 1 10-0-0 Over Continuous Support R=151 PLF U=47 PLF W=10-0-0 RL=14/-14 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) .e0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01,.4 : Qlh SS OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 ...I'm/Nit/GI.. Reno ANDRAV FOLLOW ALL Nares ON THIS DRAPING! <J � REF R7175— 13558 825 N4th Ave,Comelius OR 97113 "I +TANT" FURNISH THIS DRAWING Ta ALU.COMPACTORS INCLUDING TILE INSTALLERS. C9 TC LL 25.0 PSF Trusses require extreme a in fahricating, handling, snipping, in truing and bracing. Refer to and fellow 19575 '9 the latest editionfBCsl`(Buildirg Component Safety Information, byTPIand WTCA) for safety practices prier 1, TC DL 7.0 PSF DATE 12/19/17 cu Per furm,r,y twse furwtrurrr. Installers nwshall Pruvi Jc�m orrery brncirg wr.IICSI navUn ice muted utherwise, op chard shall r have properly attached structural sheathing and bottom chord shah e a properly attached / BC DL 10.0 PSF DRW CAUSR7175 17353030 rigid telling, Locations sown for permanent lateral restraint of webs shall nave bracing installed per SCSI t+ s Ba. Bf Bw,as aPplicehla. APply plate.to mash face of trussend Issitron as simnel awes end 1 9/20 7 ' the tJoint Details, unless noted otherwise. Refer to drawings 160A-Z for standard late L,L��NInc. re p any deviation t from OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a any of IbW Building t usspinecon Group Inc shall t be nor for responsible for errs dieu on f this drawing.any Pal lure to f cru the Crust in conformance with ANSI/TPI 1,or for handling. shipping, nN mveon COMPANY Iretalla=inn A bracing of trpa.ae. 1 `•n 20 i9- 1, TOT.LD, 42.0 PSF SEQN— 269739 . kneel on title drawing or ester page listing colo drawing, Indloete..00.pr we or professional engineering responsibility solely for the design shown. The suitability and use or this drawing Tor any structure is w "-OC D W•N� DUR.FAC. 1.15 FROM 1 KE 8351 Amapa Circle responsibility or the Building Designer per ANSI/TPI 1 Soo.2. Saaamento,CA 95828 For mare information sod this Jobs genornl notes page and t dao ALPINE:arw.aipiu ', ww eitw.com: TPIs.tpinet.org; dTCA:www,abcingoesry,em,IICC: oee.iccsore.erg Renewae/30/2019 SPACING 24.0" JRE F— 1 W6V7 1 7 5Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - D1) Top chord 2x4 HF #2 120 mph wind, 19.99 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= F-- I 3-11-4 • 0-7-4 i 0-7-4 18-2-10 1.5X4 IN -' 3X5(82)(R) III 3X5(B2)(R) III Lc-1-6-0a.1 L-1-6- 1 5-0-0 >I< 5-0-0 L 10-0-0 J R=542 U=30 W=5.5" R=542 U=30 W=5.5" RL=91/-91 Design Crit: IRC2012/TPI-2007(STD) ,03 PROpks PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x4 t9h S, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503))357-1118eerARNlWID l.. READ RFOLLOW ALL NOTES ON THIS DRAWING! NkQI FF TC LL 25.0 PSF • 825 N4th Ave,Cornelius OR97113 cel Aiaw. FURNISH THIS DRAWING TO ALL CONrRACTDRS INCLUDING TIE INSTALLERS. 19575 �Q REF R7175— 13559_ Tresses require t.edea rr In fahrlratinrl. handling, shipping, instmlling and braving. Refer to end follow t' , TC DL 7.0 PSF DATE 12/19/17 the latest editionofBCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior Lu perfuming these l unci seas InstallersshallpruvrJa tempur'ary bracing par tll:51. ph..rru leJ utierri anr, top chord shall have properly attached ural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shah have bracing installed per SCSI O/ BC DL 10.0 PSF DRW CAUSR7175 17353031 A�PQ N sea Lions tlD El/Details, unless as otelicablr. Apply plates Lu each laud or truss and puailate as alwm above i l�/10 - she Joint Details, soles tad Otherwipo tsrei- to drawings l not a for standard Plata positions. 1 l G BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine.a y failure of ITN Building components orman Inc.shall not be rorPforime for am deviation rrom this OREGON drawing, any Failure co build the truss in conformance with ANSI/TPI T,or for handling, shipping, 1w/ AN ITWCOMPANY instal lateen.bracing or trusses. 1 "of 20 1990 6 TOT.LD. 42.0 PSF SEQN— 269609 A.til on thisdrawing or stover pogo listing this Plowing. Indicates.os.ptarwa of professional engineering resporsibi l ity solely for the design shown. The Suitability.m ase or this drawing far any structure is the OLD W.N DUR.FAC. 1.15 FROM I KE 8351 Rivas Circle r..poneibll lty of the Bul Ialro Designer per ANSI/TIN T S.e,2. Same oCA95828 for mord information this job's general notes page and those mob sites: www.alpieltw,com; TPIswpinerg: WTCA: ww .abcinduatryorn; ICCwwv.iccsafe.org Renews W8W2019 SPACING 24.0" JREF— 1 W6V7 1 7 5Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - D2) Top chord 2x4 HF #2 120 mph wind, 20.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: :Rt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 Aliiiiiiii3-11-4 0-07 J1 Iiii 0-9-5 �� 1 — 4.18-2-10 i 3X10(G1) III 1.5X4111 3X7(G1) III Fc 4-7-4 4-8-14 L 9-4-2 J R=406 U=14 R=406 U=13 RL=-52 Design Crit: IRC2012/TPI-2007(STD) ,0.)PROF S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x. S OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components (503)357.2118 ..WARNIMGIaa READ NW FOLLOW ALL NOTES ON THIS DRAWING! G1 E po ”IlVRTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 la F4/ TC LL 25.0 PSF REF R7175- 13560 825 N 4th Ave,Cornelius OR 97113 ,we, a tea are I n rnnr nate ng, handling,i 19575 e , ng, shipping, instniling anti bracing.Rarer to one follow TC DL 7.0 PSF DATE 12/19/17 the latest editionofBCSlr(Building Component Safety Information, by TPI and RTCA) for safety practices prior r / w performing these ruru:fi ono, Ins tell +r ali provide teHmaary br aa:i rAl pa,BCSl class rw Lnd utherr,ae, structural,0446 =op chord shall have properly attncbetl ural sheathing have and bottom chord shall a properly attached rigid ceiling. Locations shown her permanent lateral restraint or webs shall have bracing installed per BCS! 40011 % BC DL 10.0 PSF DRW CAUSR7175 17353032 B� Bi naw.B1o, as applicable. Apply plates w each rage.,r cru and pusitiun as shown above aro t he`Joint Details, unless noted otherwise. Rafe:to drawings 16DA-Z„,for plate Positions. A �r i i /2o BC LL 0,0 PSF CA—ENG JCJ/GWH 11---,F3) I �I Alni e,a di lois of 1w Bnuding Compo an s c:odp I c. snail b7.77727 lble far a y aayiation From chis OREGON d:a«iig� an„Failure to band the truss in tonrormante with AN6�.TP1 handling. ebi Pplrg, AN ITU COMPANY mmud l l avian a brae irg or trusses, lr TOT.LD. 42.0 PSF SEQN— 269623 II Q0.19 . A l on this drawing or cover peg.listing this drawing. indicates socept nes of prefseslonal engineering responsibility solely for the design shown. The suitability aro use of this dressing for any structure I.the 01. I W N� DUR.FAC. 1.15 FROM I KE 8351 Pulaana Circle responsibility of the Building Denims per ANSI/TPI 1 S.c,2. Sacramento,CA 95828 re,more 'nformation this job's Ab's gonoral page and= Feb SPACING 24.0" JREF— 1W6V7175Z07 ALPINE: oww.alpineiwo tw.com; TPI: o.pi .org; RwwwW CA: .sbci rustry.vom, ICC: www.iccsore.or Renews 6130/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - D3) Top chord 2x4 HF #2 Special loads Bot chord 2x8 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF #2 TC- From 67 plf at 0.00 to 67 plf at 4.60 :Lt Wedge 2x4 HF Std/Stud: TC- From 67 plf at 4.60 to 67 plf at 9.34 BC- From 10 plf at 0.00 to 10 plf at 9.34 120 mph wind, 20.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1183.23 lb Conc. Load at 1.67, 3.67 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 1175.97 lb Conc. Load at 5.67, 7.67 DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8(R) III l 8 � ____1 g 3-11-4 Vile. 11%%11411P111444141111%4116i ' _I__ 0-10-7 SIIIIIIIIIIIIIIIIIIIP 0-9-5 L_ J __1__- 18-2-10 r 5X7(B3)(R) III 5X5(B1) EE 4X12 III 4-7-4 + 4-8-14 R=2706 U=177 R=2730 U=189 Design Crit: IRC2012/TPI-2007(STD) ,gO PROF, PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.. ( ) ( ) OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503 357-1118 •*WARN INGI'"HEAD IND FOLLOW ALL NOTES ON THIS DRAWING! ..1G I Ftl" TC LL 25.0 PSF po ••IWPORTANr•• FURNISH THIS DRAWING TO ALL COnWACTOR3 INCLUDING THE INSTALLERS. 0 y REF R7175- 13561 825 N 4th Ave,Cornelius OR 97 13 19575 Trimsos require extreme care In fabricating, handling, t,ing, shipp installing And hien' I Refer to ad follow the latest edition of SCSI (Building ComponentSafety y Informal by TPI and WTCA) safety practices prior ' r TC DL 7.0 PSF DATE 12/19/17 wperrorming these 'unctions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, All AglibbCop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 1410 ..ii BC DL 10,0 PSF DRW CAUSR7175 17353033 n sat ns 83. SI ur MU, as applIcabie. Apply pla s to each Faun ur till and pueltbn as shoal ala.ve and urn 1 '(20 n �1=^ I E th>e„int Details, unless noted otherwise. Refer to drawings 160A-A forsetenderd Plate Posltlonei BC LL 0.0 PSF CA—ENG JCJ/GWH /VIII r' I �1 Alpine,a of ITv Building Components croup Inc. =mall not be responsible for am deviation from this OREGON J drawing, any be- to build e g truss in conformance with ANSI TPI ,, or for handling. shipping, $� TOT.LD. 42.0 PSF SEAN- 269628 AN!TIN COMPANY instatelacion a br.ning or crosses. � � 20 19 ` . A seal en thin drawing or*over paps Mating this drawing. indicates acceptance of professional engleeering -1-01.0 ,01.W' V responsibility solely ter the design sheen. The suitability and um or this drawing Por any structure is the 8351RovanaCirda responsibility ortreesulImnngDesignerperANSI/TPI 1Sen.2. �� w.N DUR.FAC. 1.15 FROM IKE Sa=anantOXA95828 ror mor` information`n` lajob's gen`ral "e a page and` eat SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:wae.elpineite,com: TPI:saws tpi .org; NTCA: we.sbcindustry.nao, ICC s see.i ccsore.org Renew,8130!2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - E) 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 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 1-6-0 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. 4X5Es P 71,46.\piNN II 8161631 _i_ 4-3-12 PIA ■ ■ ■ 9-1-2 i 3X5(B2)(R) III 3X5(B2)(R) III LE-1-6-0- -1-6-0 '.1 I- 5-6-12 ,I— 5-6-12 _I 1 11-1-8 Over Continuous Support =j R=149 PLF U=37 PLF W=11-1-8 RL=13/-13 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) ,EO PROP,c PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .!, S+ OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 ••I■IRNIM01••READ AND FOLLOW ALL NOTES ON THIS DRAWING, �J r1G1 E� t� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••HBbRTANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 R REF 87175— 13562 rrn..ws require nscreaw re In rahrl.:atinn, handling, shipping, installing and bracing. Reran r. and follow '19575 �, TC DL 7.0 PSF the latest edition of SCSI (Building Component Safety Information, by TPI and.TCA) for safety practices prior DATE 12/19/17 u pchordm ha rimae I"prop fro. tache Installersshallprovide ng and boating per',SCSI. Unless pray atlarulser /4416 top chord shall have properly attached M1ed s nal sheathing Ord bottom chard shall have a properly attached rigid ceiling, Locations shown for permanentlateralarestraint or webs shall have bracing Installed per SCSI e�'� BC DL 10.0 PSF DRW CAUSR7175 17353034 r s ID, Si a Bio, es applicable. Apply pia Lea Lu each race ur Lru and pori Llun as ailamh above and u o)F]N Y `Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. I •/2o BC LL 0.0 PSF CA-ENG JCJ/GWH f=1 Alpine, s of IT(Building Components Group Inc. shall n responsible for any deviation from this OREGON J drawing, any failure to build the truss in conformance with ANSI/TPIh 1,or for handling. shipping, A 'bk. -p TOT.LD. 42.0 PSF SEQN— 2697 36 AN 1TWCAMA4NY Installation&bracing of truasos. 7 V 20 19M- . A Nal on this dr.elng of corer Me listing this drawing, Indicates.eapfatee Sr pref.ulotel engineering responsibility solely for the Design shown. The suitability end use Cl'this Crewing for aro stricture is the Roc W W a N� DUR.FAC. 1.15 FROM I KE 8351 Rovata Circle responsibility or the Building D..igner per ANSI/7P1 1 S.o.2. Sacramento,CA95828 row morn information this job's gunoral notes page and those web SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:en.alpineitw.com C TPI x MA,A:www.abcindustry.com; ICC .wn w .iccsofe.org Rw enea6/30(2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - El) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= • /1 41 A 4-3-12 0-7-4 0-7-4 9-1-2 e 1.5X4 III 3X5(82)(R) III 3X5(82)(R) III L-1-6-0 '..1 5-6-12 5-6-12 3.1 I- 11-1-8 _I R=598 W=5.5" R=475 W=5.5" RL=70/-79 Design Crit: IRC2012/TPI-2007(STD) 0 PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.E b . .ts `r'�'i0 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon (503)357-'t118 •911ARNINGI•• READ AND FOLLOW ALL NOTES OWN THIS DRAWINDI Z TC LL 25.0 PSF pon u ( ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. / 'Q REF R7175- 1 3563 825 N 4th Ave,Cornelius OR 97 13 !' 18575 Trusses require extreme pcs rare In ng Conating, Safety? shipping, y TPI And hi-ening. Refer to and follow or / TC DL 7.0 PSF DATE 12/19/17 Pass latest edition of BCS? (Building Compose t Safety Cy Information, by TPI and'I1CA) for safety practices prior o performing,hg llaw l prol ly ?ached structural eshePte u,raacodabo town:ho Par!SCell .avenieproperly otherwise, r , chord ceiling. have properly attached a lai rasareitr and bottom chord shale have n properly attached �.. BC DL 10.0 PSF rigid cel litre, Locacions showntmr permanentolan al restraint or wens shell peva bracing installed letl per SCSIDRW CAUSR7175 17353035 A sections HP, B/or B10, as applicable. Apply plates to each race or tree and position as shown above and on1 9/20 7 ,4 L_P N l the st Details, unless rotes otherwise. aster to drawings160A-Z for standard sato 61 OREGON P positions. BC LL 0.0 PSF CA-ENG JCJ/GWH Alpin a division of 11W Building Components Group Inc.shall not be responsible for am deviation from this drawing, anyG failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITV/COMPANY 'instal Nation T,°racing of trusses. 1,A0141.20,18� TOT.LD. 42.0 PSF SEQN- 269730 . Appal on this drawing or ower page listing this drawing, indicate.acceptance acceptance of professional engineering Rot p�'�v responsibility solely for the design shown. The suitability aof this drawing}Ur any struetaae Is the DUR.FAC. 1.15 FROM I KE 8351 ROVNg(;1 cit responsibility of the Building Dealgner per ANSI/WI 1 See.2. SBaanlerdo,CA95D28 ger more information this job's goners' r page and t sob R.nevesWW20TB SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:www.elpineltw,com t ww TP1,w .tPlnst.org:WTCA: w.sbcirdustrY.com; ICC: ww.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - E2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on IIWFRS 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-=E /�1 � B 4-3-12 iill 1°1i 8 3X5 Nb � L � -M i 0-11-4 0-7-4iimmiummi immimmoiINN. ■i' 41_ 1-2 3X5= 1.5X410 3X5(82)(R) III 42-1-6-0-> -11- L- 10-7-8 ,.1 R=571 U=1 W=5.5" R=459 RL=68/-75 Design Crit: IRC2012/TPI-2007(STD) CEO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1,1, 1��r• S% OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAIIINGI Y TC LL 25.0 PSF REF R7175- 13564 825 N 4th Ave,Cornelius OR 97113 "IWPONTANT.' FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 R 7 Trusses require w r.Oma re in fehrirating, handling, ,hipping. Installing and b ening.Refer to and fellow pi/ tr TC DL 7.0 PSF DATE 12/19/17 the latest editionofrBCSlf(Building Component Safety Information, by TPI and VTCA)rfor safety practices prior u peel rainy these ILra. Installers hall provide tempurnry brec,ng per BCSI. Utiles,noted otherwise, _ t chord shall have properly attached structural sheathing and bottom chord shall have a properly attached P Y ng top P _ i{ �� rigid ceiling..11, B or B1 , Shawn far permanent lateral restraint of obs shall slag irmtalledabove per Bcsl / BC DL 10.0 PSF DRW CAUSR7175 17353036 heL Jin tlD Details, or unless noted pother Apply PlrLto cawing IGOace yr trussandpositionhL to an shown alwve nnJ cm 1 9/20 7 A� I the Joint Details, unlassnmtetl otlrerwl se. Refer to drawings 160A-Z forstantlerdsplaTe positions. �,��N r, Alpine, a division of ITw Building Components group loc,shall not be 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/TPI 1, or for handling, shipping, AN ITWCOMA4NY installation a bracing of trusses. 9 'lin.20 19 TOT.LD. 42.0 PSF SEQN- 269741 . A seal On this drawing or cover pegs listing this drawing, indicates acceptance of profeemianel engineering respansibi l ity solely for the design shown. The suitability and toe of this drawing for any structure Is the OC D W r DUR.FAC. 1.15 FROM I KE $3$1 RUvere Circle reeporoDesigner of the Building per ANSI/TPI 1 Sec.2. Sacrainnn1,CA95828 for more Information sco this job's general no a pages eye t mien, Mmoveeraonol9 SPACING 24.0" JREF- 1W6V7175Z07 wle ALPINE: w .alpiltw.com: TPI w w .tpi ,orgi BIWA:ww.sbcindustry. mi ICC: ww.Iccsofe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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 .. r /1\ 10-3-13 14.42 P iI 714.42 0"0"4 AII : :,0 0-0-4 • 2X4(D8R) 2X4(D8R) I I R-6-13 -i_ 8-6-13 -1 1 17-2-1 Over Continuous Support Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) a 0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• . ' ' FSS, OR/-/1/-/-/R/- Scale =.28'I/Ft. Truss ComppoonnentsofOregon 971157-?118 aalW tTWR W11RN1RNIaw REVD RW FOLIO/ALL NOTES ON THIS DRAWING! a 0GtNF�� 0y TC LL 25.0 PSF REF R7175- 13565 825 N4th Ave,Cornelius OR 97 13 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trusses require r in fahricatino, handling, .hipping, in tolling and bracing. Rarer to end follow 19575 9 TC DL 7.0 PSF DATE 12/19/17 the latest edit oneof SCSI (Building Component Safety Information, by TPI and YTCA)r r' safety Practices prior w performing these lar l ns Inatellers shall Prevlde temPor Y b ng Per W:SI. U 1 - J.L...'“'.., ' %1 top chord hall have Properly attached structural sheathingandb chord shall have properly attachedun , 4116 rigid ceiling. Locations show r permanent lateral restraint r b hall have bracing nee per BCSI I-./� BC DL 10.0 PSF DRW CAUSR7175 17353037 sections Bs. Bi or B10, as applicable. Apply Plates to each fees of crus and positron as snores above a the Joint Details, unless noted otherwise. Rarer to drawings 160A-Z for standard plate pcmitions. w I ��2,0 O I BC LL 0.0 PSF CA-ENG JCJ/GWH A�J��N �' Alpine, a division of ITR Building Components group Inc.shall not be responsible for any deviation from this OREGON drawing, any failure to build the triss ineconformance with ANSI/TPI 1,or fpr handling, shipping. TOT.LD. 42.0 PSF SEAN- 269587 th AN IT'WCAMRns 4NY installation&bracing of trusses. **1. A...I on is&rating or cover papa listing this dra.ina, indloetn aooeptance of professional e,IpinNrinp 9L4 Ven.20 19� G responsibility solely for the design shown. The suitability and use of this dre.lnp for an,structure is the TQC 1 r�.1�►V DUR.FAC. 1.15 FROM I KE 8351 Rovana circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Saaaznerto,CA95828 For as ion his job's general s page and t web SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:www.alpinertw.com c TPI waw.tpinasong;RTCA:www.aboindustry.uom. ICC wrwv.iccsofe,org Renews WW2019 This DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - G) Top chord 2x4 HF #2 120 mph wind, 20.55 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. Truss designed to support 1-6-0 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 of notches. Do not notch in overhang, or heel panels/[NNL] areas. factor for dead load is 1.50. 4X5am gilt8i Nb .18 P 5-0-9 /.4diliI:I:I:IiIih,17 0440- 4 3X5(62)(R) IN 3X5(B2)(R) Ili L_.1_6_0,..1 1-6-0- 13-4-0 Over Continuous Support >1 R=145 PLF U=26 PLF W=13-4-0 RL=13/-13 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) a O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'' .ZT - FFSS OR/-/1/-/-/R/- Scale =.4375"/Ft. ••11ARNINGI•• READ AND FOLIAR ALL NOTES ON THIS DRAWING] 5 G INF �O TC LL 25.0 PSF TrussComponenLsofOregon (So3)357-.118 „1 , rA t` ,y REF R7175— 13566 4th II FURNISH THIS DRAWING TO ALL CANIRACTURS INCLUDING THE INSTALLERS. 825 N Ave,Cornelius OR 97 13 t, Tresses require ear-ream re in fabricating, handling, shipping, installing ant,bracing. Refer to and roll... 19575 TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBCSIr(Building Component Saf y Information, by TPI and NTCA) for safety practices prior to ng these tuna:trans. Installers .II p pu y bracing per BCSI. Unless ed t i1 Cop chord hail have properly attached uralsheathing and h chord shall have properly sed r � rigid ceiling. Locations•hese for Pe lateral t b shall have ng installed p BCSI 40101.-..7, BC DL 10.0 PSF DRW CAUSR7175 17353038 m s B!. B/ur 610, ass applicable. Apply plates le each race u tru and pus LLrun as shown above and or. A�IFII^ I E ..Joint Details, unless noted otherwise. Refer to drawing.1600A-Z for'standard plate positions. g 1 •/20 BC LL 0.0 PSF CA—ENG JCJ/GWH I V Alpine, a division of ITN Building Components croup Inc.shall t be responsible for am deviation from to OREGON J drawing, any failure to build tale truss In conformance with ANSI/TPI 1,orforhandling. shipping. TOT.LD. 42.0 PSF SEQN- 269685 AN n'WCAMRMIY installation a bracing or traaxa. A...I on thisdrawing or cover pigs listing this drawing. Indicat...00 acceptance or prof....lonai.rlgln..ring TAO Ven.20 19 1 • responsibi l try solely for the design*noon. Tile.ultabl l lty end use of this drawing tar any structure Is the 4 �� DUR.FAC. 1.15 FROM IKE 8351 RoyzreCuda responsibi I ity or the Building DeeIgn.r per ANSI/TPI 1 Sec.2. L-0--w Sacramento,ca 95828 For more information=c r this genaral paid and t web SPACING 24.0" JREF— 1W6V7175Z07 ALPINE: ww.alpinei .corn: TPI:www.tpi st.org;NTCA:rw.ebulm ..oi ustry. a, ICC: wrro.lccsare.org Renews 6/90/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - H) Top chord 2x4 HF #2 120 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-6-0 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 Alk. i IMI ar__ i �tii s4-0-7O_4 4ulhlI 11111110161111411 0-7-4 _14■ ■ ■ ■ ■ ■ 18-2-10 i 3X5(B2)(R) III 3X5(B2)(R) 111 I -1-1 I 5-1-12 ,I 1 10-3-8 Over Continuous Support d R=119 PLF U=28 PLF W=10-3-8 RL=9/-9 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0,et `FF OR/-/1/-/-/R/- Scale =.4375"/Ft. •'■ARNINGI'w READ AND FOLLOW ALL NOTES ON THIS DRAWING!TrussComponentsN 4th Ave, of meliusn 971157-?118 FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� e1G,N� `'Q'Oil/ TC LL 25.0 PSF REF R7175- 13567 825 N 4th Ave,Cornelius OR 97113 "I 0 l.' . Trusses require extreme r in fnhrinno„en^,T handling. shipping, Installing end h o.ss Refer to rind follow 19575 7 TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBCSIr(Building Comp Safety Information, by TPI and WTCA)r for safety practices prior w Per rurmrry[lose tutor rrs. Installersshall provide tempura r'Y bracing per iR:sl. Unless nnutnd otherwise. S l top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached „� BC DL 10.0 PSF DRW CAUSR7175 17353039 rigid ceiling. Locations shown t r permanentola[rel restraint of rebs shall have bracing installed per BCSI / sections B3. Br u B10, es applicable. Apply plates to each ince or trussrand position as shown above and o the Jol nt Decai lsr unless noted otherwise. Ra Per to drawings 160A-2 forantlard plata poli tions. ' 11_1E3)0 N Alpine, a Eivlsion of ITN Buildhrg Components Group Inc.shall rot da responslDla for arty devidtlon from this 1. 9/20 BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to bund the truss In conformance with ANSI/TP1 1. or for handling, shipping. OREGON AN R1NC.ONIRONY installation A bracing or trusses. •.I TOT.LD. 42.0 PSF SEQN- 269691 . A seal on thle draing or cover pogo listing this drawing, Ihdlo.tea aocepterwe or profweal.n.l engineering I Vert.20,19# 6:4,- responsibility solely for the design shown. The suitability and use or this drawing for any structse is the OC ,NDUR.FAC. 1.15 FROM (KE 8.351 Rovana Caderesponslbi lira or the Building Designer per ANSI/TPI 1 S.e.2. SacrmmR,CA958828 It, more information thin Jobs general notes cage and` web w SPACING 24.0" _PREF- 1W6V7175Z07 a ALPINE: rw.alpineitw.com c TPI:ear.pinst.erg, 119-CA:CA:w .tb industry.00w, ICC: n,0 .Iccsofe.arg R.......e Rlgg(2g1p _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 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 1-6-0 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. i i S S 7-6-15 8 11111111 r ■ r litA lill I I a 3X5(B2)(R) Ib L1-6-0i Fc 10-1-12 13"12 1-1 1 10-5-8 Over Continuous Support "I R=140 PLF U=34 PLF W=10-5-8 RL=39/-8 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P.ONS AFF OR/-/1/-/-/R/- Scale =.34"/Ft. • Truss Components ofOregon (503)357-2118 eerARRINGIeeREAD Ar■1FOLLOW ALL NOTES ONTHIS DRAWING! �5 4GIIVEF� 04. TC LL 25.0 PSF REF R7175— 13568 0 825 Noth Ave,Gemellus OR 97113 **IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trusses require w'rem,r,r in fanricefing. handling, shipping, inctellinaril br ening. Refer t. end fn19575 '9' TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCS) (Building Component Safety Information, by TPI andd MICA) for safety practices prrioriur r to chord lhy l have 1properliy tacked srs tructura provide eath ng and bo tom bracing per BCSI. Unless pored othattach sef1 l rigid cel inailn"eve properly attached structural sheathing and bottom chord shall have a properly attached ,A6 top rigid ceiling. Locations si.owp r permanentlateraldint or webs snail have bracing Installed per BCSI {�,./ � BC DL 10.0 PSF DRW CAUSR7175 17353040 1 Lions B3, Bt ur.B10, as applicable. Apply platen waned.racy or tru and position as shown above art o I An ,plO^ I I r.ne Joint Details, unless noted otherwise. Rorer to drawings 160A_2 for standard plate positions. 1 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH l' ' V (J Ale ne. a division of ITN Building Components Group Inc.shah t he responsible for any deviation from this OREGON drawing, any failure Cu build the truss in onformanne with ANSI/TPI 1, or for handling, shipping, • ANITWCOMR4NY inatailetinnbbracing oftrusaes. .i TOT.LD. 42.0 PSF SEQN- 269746 A seal on tNI•drawing or cover paw listing thl•drealng. Indiana.;acceptance of prNr awlendl engineering /Es Vert.s20,19* esp.ceibiIity solely for the denim shown. The suitability and use of tills drawing for d55 structure I.the s� DDR.FAC. 1.15 FROM IKE &351 IZ(ri'BRa Circle respoelblllty or the Building Deetarew Por ANSI/TPI 1 See.2. O«W a`, Sacramento,CA 9582E For more n, � inferaw inthis job's general no page and t web sites, SPACING 24.0" JREF- 1W6V7175107 ALPINE:www.alpineite.cc, TPI www cpinst.org;DUCA,waw.abeirtustry.com; ICC:www.icesof ••e.org Renews RMA17gta THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - J1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on 1WFRS 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 111 ii 8 3X5 i 7-6-15 0-7-4 KAI■ g-1-2 ' 1.5X4 III 3X5= 3X5(B2)(R) la L<1-6-0J rf 5-0-0 5-0-0 2.lc 5-1-12 5-5-8 .3;12 1 1 10-5-8 Over 2 Supports R=571 W=5.5" R=445 U=31 RL=132/-56 Design Crit: IRC2012/TPI-2007(STD) p PRO�e� PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x'.,5 '. Ss OR/-/1/-/-/R/- Scale =.34"/Ft. Truss Comwmnts of Oregon (503 357-1118 •'MARNItiID I.• REVD AAD routs ALL NOTES ON THIS DINNING! 49 e I NE-4. 825 N 4A1 Ave,Cornelius OR 9713 ...MOUNT.. r Oils 0/ ISH Is DINING TO ALL CONTRACTORS INCLIDIND THE INSTALLERS. (�+ y TC LL 25.0 PSF REF R7175— 13569 Trusses require extreme`ase in fabricating, heodling. shinning. in Tallirrg and bracing. Refer to and follow 19576 '9 the latest edition of SDCSI (Building Component Safety Informationoso, by TPI and YTCA) for safety practices prior , �! TC DL 7.0 PSF DATE 12/19/17 o performingorha l vase i'prop properly Instal liars structur psheathovide ng and boy br'av:rrrg per tu:sl. Ua des properly attached 1 41 to cei shall have Properly n for permanent e structural sheathing dna butte shwa shall have a Pinsly a taches f BC DL 10.0 PSF DRW CAUSR7175 17353041 rigitl ceiling. Locations shown for per rules el restraint of webs shall have bracing installed per IiCSI 1 - s H3. H/u,b,", as appliceble. Apply plates to each rsos or Lr'u and positron as shown above arW n0 h r � `vent Da al la, noises bated ether San conformance to drawings,6H�_Z for standard Plate positions. 1, 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH .,�=1 ILS— I �I Alpin a division of ITN Building Components group Inc.shall t be responsible for any deviation from this OREGON J • drawlrg, any failure to belle the t pas anrermn�:e with ANSI/TPI ,.or far handling. shipping, TOT.LD. 42.0 PSF SEQN— 269743 • AN ITWCOMP14NY Installation b bracing or trusses. lel A944 • . A seal on this drawing or cover page listing this drawing, Indioetes acceptance of professional engineering reponsibi l ity solely for the design show. The suitability end tine of this drawing tar aro structure Is the Rp/. It 20,W.N�' DUR. FAC. 1.15 FROM I KE • 8351 ROY'810 Circle rsepnnl Dl l lq of the Building Designer ease AMS(/TPI 1 Sc.3. Sano maea9SO2E Formore job's general a Page and hos web sites: SPACING 24.0" JREF— 1W6V7175Z07 ALPINE ww.alpinelte.com information s TPl saw tpina .orgl BMA:wwww.iocsafe.org ICC: w.iccsnfe.org Renews s/SOI2OlA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR, (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - J2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on 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...9-1-2 'Jim,. 1.5X4111 3X5(B2)(R) N1 LE-1-6-0a.1 l'''-1-7-12-.1-112 1-11-8 Over 2 Su ports P R=233 U=6 W=5.5" R=46 U=2 RL=38/-27 Design Crit: 1RC2012/TPI-2007(STD) Q PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ,6 0' S' OR/-/1/-/-/R/- Scale =.4375"/Ft. Tess Components of Oregon (503)357-2118 "WARNING!" HEAD AND FOLLOW ALL NOTES ON THIS DRAWING, 040 4G1N e i -01 TC LL 25.0 PSF REF R7175— 13570 FURNISH THIS DRNING TO ALL CONTRACTORS INCLUDING 114E INSTALLERS. 825 N 4 Ave,Cornelius OR 97113 ^IWpogTAxr• IP Trusses require extreme care in fabricating, hendrtg. shipping, installing and brening. Rarer t. ane ro,,.. 19576 ;1 TC DL 7 r0 PSF DATE 12/19/17 the latest edition or BCS, (Building Component Safety Information, by TPI and WTCA) for safety practices prior e'lurmrny Liwae 'Unctions, Installers shall 1provide temporary brac.ng Per KCS,. UnlessnotedWAlervtser _ top chord ball have properly attached structural sheathing and bottom chord shall have properly a tach. / $441116rigid ung. Locations show,for permanentlateralrestraint of webs shall have bracing install.per SCSI / BC DL 10.0 PSF DRW CAUSR7175 17353042 fa -Bs, 0,or Stu, es appliee.le. APPIY Plates to each 'erre or truss and pus tt r r above and All p�1^ ' t Details, unless noted other. sen Refer to drawings 160A-Z for standard platepositions. 1 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH f=1 J� ' �1 Alp a division of 1111 Building Components Group Inc.shall t be responsible fory deviation Prom this OREGON ' drawing,any failure to build the truss Pdnf rmatce.th ANSLTPI 1, or for handling, shipping, TOT.LD. 42.0 PSF SEQN— 269748 AN ITW COMPANY ineeel Iat l en&bracing of Visect,. v A.e.I on this dreaming or cheer pogo lining this chewing, Indicates acceptance of professional.npin..riro 9R en.20,19 G responsibility solely far the design shown. The Suitabilityare the of this drawing for any structure is the ()C DUR.FAC. 1.15 FROM I KE 8351 Roma axle reeponalbl Iity Sr the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 far mono information this Job's gcrarel ^ a pogo and those webs SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:www.elpineita.com tTPI ena.tpin .org: NTCA:sww.sbcindtetry.Com; ICC: wmw.iccsofe.org MmesM 6/56/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO, -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - J3) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 65 plf at -1.50 to 65 plf at 3.96 BC- From 4 plf at -1.50 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 3.96 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 108.03 lb Conc. Load at 2.06 DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4111 41--- 11 ■ T 1-10-13 _ .. 1 0 ■L 9-1-2 "— 1,5X4 M 3X5(B2) = L-1-6-0 *1 3-7-12 -3.12 I "I l'c3-11-8 Over 2 Supports R=336 U=12 W=5.5" R=211 Design Crit: IRC2012/TPI-2007(STD) eE)PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.4,0_ `rd' OR/-/1/-/-/R/- Scale =.4375"/Ft, Thus Components ofOre on 503 357-2118 ••1ARNING1.• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 13571 pone u ( ••INRORTANT• FURNISH THIS DMNING To ALL CONTRACTORS INCLUDING THE INSTALLERS. - �� R 7 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97 13 19575 Trusses require of .are In rabri Component handling, snipping, Installing WT uranins Rarer r ane mu a TC DL 7.0 PSF DATE 12/19/17 tFw latest edition eor BCSIr(Building Compon t Sa rety Information, by TPI and iTCA) for safety practices prig 1 u par'fur'mr ny those Functions. tInstallers usiell provide temporary eubracing per IS1:11. Unless noLed ul.k�ernsn,r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanentlateralr of webs shall have bracing Installed per BCSI /f / BC DL 10.0 PSF DRW CAUSR7175 17353043 *+ sections Ba, B1 o Blu, a applicable. Apply plated t each It r trues and position a shown above arm on 1 1 9/201 7 I H the Joint Details, unless ted otherwise. Refer to drawings 160A-Z for standard plate positions. O n a unless OREGON BC LL 0,0 PSF CA—ENG JCJ/GWH ALM p N Alpine, a division or IIYf Building Components Group Inc. shall not be responsible for any deviation from this /'� drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for nandli ng• shipping. Y� weri AN ITWCAMMNY ,nstallatIon&bracing of trusses. •9 "��,z■ 49� TOT.LD. 42.0 PSF SEQN— 269710 . AMNIA on shi.drring or mover page listing this drafting, indloete..00.pt.noe or p of...lenel engineering responsibility solely for the design sheen. The suitability aro is.of this drawing for any structure is the () ■ VV,N DUR,FAC. 1.15 FROM I KE 8351 Roma Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2. SacrsmeNoCa95828 r.r more information is Job's gonorah nacos pogo and t web RenBwa813012019 SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:www.alpineltw.com L TPI Ebwwv.tplrret.org,ARCA:wwu.sncindustry those ICC s www.iccsofe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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 for dead load is 1.50. 1X4 III ■ 1-10-13 sal 0 J7�-0 V2I1 9-1-2 DEMENI 1.5X4 III 3X5(B2) L-1-6-0 .1 I< 3-7-12 >I- 112 3-11-8 Over 2 Supports R=286 U=9 W=5.5" R=153 U=2 RL=30 Design Crit: IRC2012/TPI-2007(STD) rE0 PROF PLT TYP. Wave FT/RT=2% 0% /4 0) 16.01.$ `r61 OR/—/1/—/—/R/— Scale =.4375"/Ft. ( ) ( 57 Truss Components of Oregon (503)357-1118 „1 *WARNINGI•a HEAD AND FOLLOW ALL NOTES ON THIS DIWINGI N + TC LL 25.0 PSF REF R7175— 13572 825 N4 FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING TIE INSTALLERS.4th Ave,Cornelius OR 97 13 19575 Trusses require extreme BCS cars in fahrirponen handling, .hipping, Installing d anal)rfni ng. attar r. and follow or , 1" TC DL 7.0 0 PSF the latest edition or SCSI (Buittlirg Component Safety Inrornation, by TPI and gTCA) for safety practices prior l DATE 12/19/17 � u performing these Itnrc trans. l nd tnlln�a-sYnll provide tar.Pnrary bracing par DC 51. lkrles noted otherwise, lop chord shall have properly attached s ural sheathing and bottomchord shall have a properly attached /� 0 rigid ceiling. Locations shown for per t lateral u restraint cnnwebs ushall have bracing Installeper BCSI e� '' BC DL 10.0 PSF DRW CAUSR7 1 75 17353044 ,4 �� s b!, tl/ tl10applicable. Pla ton t p t and position as shorn above a„J ori I 1 EG 7 the jioint Details, ":lead natal the w eater to drawings,6DA_Zforsota x1:c Plat®poaiilorro. BC LL 0.0 PSF CA—ENG JCJ/GWH Alpin»,a tlivision of ITYI Buliding Colpo vents Group Inc. snail t be respond bla nor erry devleil on from this /� OREGON drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for Handling, shipping. 0 AN ITWCOMACNY installation 6 bracing of Grosses, 1 '.20,19 TOT.LD. 42.0 PSF SEQN— 269702 A seal on this drawing or cover page listing this drawing, IndlOetma •owpttroe of profawelonel engineering RO"• N� responsibility solely for the design shawl. The suitability and e Of this drawing for any structure is the a/.. , �l DUR r FAC, 1.15 FROM I KE S35!Rovaio Circle of the Building Weidner per ANSI/TPI I Sc.2. sBmDtnto CA9sszs For ma hplet.job's genarni rm. gaga an't wb Renews 6/30/2019 SPACING 24.0” JREF— 1W6V7175Z07 ALPINE: wew.alpirn informtiTP Ion www hissg;NTCA: norms,sintlustry.com. ICC:site.iccsa Ye.a-g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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. Special loads Wind loads and reactions based on MWFRS. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 65 plf at -1.50 to 65 plf at 3.96 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 4 plf at -1.50 to 4 plf at 0.00 load applied per IRC-12 section 301.5. BC- From 10 plf at 0.00 to 10 plf at 3.96 TC- 34.00 lb Conc. Load at 3.96 Deflection meets L/360 live and L/240 total load. Creep increase BC- 73.18 lb Conc. Load at 2.06 factor for dead load is 1.50. BC- 74.70 lb Conc. Load at 3.94 1.5X4 III 4r- 1 1-10-13 0-7-04 ; 9-1-2 1.5X4 III 3X5(62) 1-6-0.-- 1 3-7-123rr12 al,l F 3-11-8 Over 2 Supports R=296 U=27 W=5.511 R=285 U=9 Design Crit: 1RC2012/TPI-2007(STD) ,Ev PROp . OR/-/1/-/-/R/- Scale =.4375"/Ft. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►. Truss Components of Oregon (503)357-2118 "WARNING1.. READ AND FOLLOW ALL NOTES ON TRIS DRAWING! t4 F,Q, ty TC LL 25.0 PSF REF R7175- 13573 I FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 825 N Ave,Cornelius OR97 13 "IMPORTANT.. 19575 Truesos require extreme nate in/Marinating. handling. shipping, installing and bra^ing,.Refer t. „e falls TC DL 7.0 PSF DATE 12/19/17 the latest edition of SCSI (Building Conp Safety Information, by TPI and RTCA) for safety practices prior %l u per-flaming ny these ILrrr:tr uns. Installers ell pr'uvlda temporary braa:n fry par BC51. Unless noted above era'se`r top chord shall have properly attache.structural sheathing and bottom chord shall have a properly attached rigid ening, Locations shown for permanentlateralrestraint of webs shell have bracing installedperBCSI 0�. BC DL 10.0 PSF DRW CAUSR7175 17353045 s B3. B/u,B1U, as applicable. Apply plates to eae:h race or truesan°position as Weser al a and r. 1_ 1 9/20 I o)0 N the`Joant Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/GWH �'i II—�J Alpine, a division of ITN Building components croup Inc. shall not b responsible for any deviation from this OREGON drawing, any fan ure to utruss in conformance with ANSI/TPI 1,or for handling, shipping. ANITWCOMPANY instaIlateonAbraeio build the or trusses. y "4,,20,0e0 t TOT.LD. 42.0 PSF SEQN- 269752 a . A sl on this droving or cover yew fisting this drawing. Indiestos eacoptaeew of professional englnearing R01 •0. , responsibility solely for the design shown. The suitability end fee of this drawing for any structure is the DUR.FAC. 1.15 FROM I KE &i51 RUvene Circle responsibility of the Building Owiener per ANSI/TDI 1 Soda. Saammoeagssss °r more '"'coma ionsc this job's general ' 'peg.a"°` web:' ALPINE: .alp'nenariy .org; wawaben ryvwa, ICC:www.iccsore.erg NOnWg 01301209 SPACING 24.0" JREF- 1W6V7175Z07 THIS DIM PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - X) Top chord 2x4 HF #2 120 mph wind, 20.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. 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. 1.5X4111 i 4-7-4 0-7-4dillo o I 4_18-2-10 I 1.5X4111 3X5(82)(R) III LE-1-6-0. 1 6-0-0 'i R=383 W=5.5" R=245 U=36 RL=104/-41 Design Crit: IRC2012/TPI-2007(STD) gX)PF+IORF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.. I' RR r SA, OR/-/1/-/-/R/- Scale =.4375"/Ft. *MARRING'••REVD AND FOLLOW ALL NOTES ON THIS DROVING! aV 1 -i TrussComponentsN4th Ave, of meliusn 971157-1118 sal TAWI.a, FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 'Q Z TC LL 25.0 PSF REF R7175- 13574 82�N 4th Ave,Cornelius OR 97113 _ 19575 Tresses en,l ra ear care in fahricAting. handling. whippinginstalling and bracing. Rorer to and follow e' TC DL 7.0 PSF DATE 12/19/17 the latest clition of 6CSI (Building Comp Safety I r by TPI and WTCA) T safety practices prior �1 Lo g Y fora. Install - -11 provide temporary bracing per.ISI;SI. Unless noted otherwise. A II� 1 I tohed pchordl shall haveLocations operiwwntforhptlstructural e oral reing straint nd bottom of webs shall I I Mrd l' b? gve a properly P installedperBCSI I/� % BC DL 10.0 PSF DRW CAUSR7175 17353046 ILL _1 V 5e ne. Htu e�applicable. Apply plates a�d ,face r t r for positionnsewva arw n 1 9/20 7 J the J , Oeta-Is "noises ratetl otherwise. Rera1 to drawlage 1coA-z rbr - ntld pIn post BC LL 0.0 PSF CA-ENG JCJ/GWH J alp rre a aivlalcn ar IlW i3uilJlrg Components croup Inc. shell rat Ua ra P 'bl ro erry Javiac on from this OREGON drawing. any failure to build the truss In conformance with ANSI/TPI 1,o r handling, shipping. NW/ AN ITWCOMA4NY irmtallatinn 6 bracing of trusses. 1 {n 20,�s�+ TOT.LD. 42.0 PSF SEQN- 269597 46 A seal on this drawing or Cover pep listing this drawing, Indicates ssoepterce of professional engineering responelbil ity solely for the design shown. The suitability and use of this drawing for rim structure Is the OL 0 W• DUR.FAC. 1.15 FROM I KE 8351 Rosana Circle responsibility or the Building Designer per ANSI/TPI 1 Sep.Y. Sarame,8o,CA95828 eau more s ion is job's genoral notes page and t ren Renews 6!90!2019 SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:www.elpinertw.com t TPI uss tpinst.org;WICA'.new.sb rdustry.con, ICC s ww.idcsare,org • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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 67 Of at -1.50 to 67 plf at 1.91 120 mph wind, 18.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.50 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 6.00 DL=6.0 psf. BC- 35.62 lb Conc. Load at 2.06 BC- 38.71 lb Conc. Load at 4.06 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=47 7.i; 419-9-11 1-10-9 0-3-8 0-7-4 EIIIIIIIIIMIIIIIIIIIIIIMIIIIIIIIIIIIIIIIMIIIM 18-2-10 —1- _L 3X5(62)(R) III L-1-6-0 -- 1-10-15 L 4-1-1 •E 6-0-0 Over 3 Supports-> R=263 U=30 W=5.5" R=108 Design Crit: IRC2012/TPI-2007(STD) gO PRO, . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,i r `fir OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••tARNINGi"• READ AND FOLLOW ALL NOTES ON THIS DRMINGI 1, !� a TC LL 25.0 PSF REF R7175- 13575 825 N 4th Ave,Cornelius OR 97113 ••IMORTANT. in THIS DRAWING TO ALL CONTRACTORS INCLUDING 11E INSTALLERS. ✓�` 79575 7 Trussed require a r ama r ,n fabricating, handling, dhipping, installing and bracing. Refer t. ar,� foilrnm r TC DL 7.0 PSF DATE 12/19/17 the.latest edition ofrBCSir(Building Component safety Inforn - by TPI and NTCA)rf safety practices prior r i to p 'lur'nnrg tYwab I'urm.Ll u,o. l ns Laliar'r uctall provide Lermpr y bracing par S Unless notedotherwise,rr top chord shall have properly attached st ral sheathing and bottom chord shall h properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI al .r BC DL 10.0 PSF DRW CAUSR7175 17353047 » wcL,ons BJ, B/or BID, as applicable. Apply plates Loeachrace or trussand posnLiun as shovel above mai u 1 19/20 A(L-,o)ll N the Joint Details,nunless noted otherwise. Refer to drawings 160A-2 fortandard plate positions. BC LL O.O PSF CA-ENG JCJ/GWH Alpin a dial of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss'n conformance with ANSI/TPI 1,or for handling. shipping. wai w AN rrCOMPANY installation.bracing of trusses. 9 "en-20,1244 .10' TOT.LD. 42.0 PSF SEQN- 269593 A weal en this Crewing or cower paps listing this drssing, Inddesignest.afaptenow or profwsionsi.1191 neorinp responsibility solely for the design shown. Ths suitebi Iity end use Iof this drawing Tor any structure is the -LO�,CIW a DUR.FAC. 1 .15 FROM IKE 335112o4are Circlereepoowibll ity of the building Designer per ANSI/TPI 1 Sec.2. b _ SacxsmeloCa95328 For more information so this job's general nacos page And t owe ce Renews 6/30/2019 SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:w .dlp'ineitw,com: TPI:ww.ti inst.org:NTCA:Co. om.abcindustry. : ICC:sites; e .imre.o-g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - EJ2) Top chord 2x4 HF #2 120 mph wind, 19.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 1 Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC • 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. l R=113 U=31 _*_21-1-11 j 871— 3-2-9 0-3-8 Pismilimimii 0 i 18-2-10 3X5(62)(R) 111 L-1-6-0 3-10-15 3LE 2-1-1-3'1 6-0-0 Over 3 Supports > R=319 W=5.5" RL=73/-35 R=110 Design Crit: IRC2012/TPI-2007(STD) ter)PROpk. PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.!4 - OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503))357-1118 "IMPORTANT'. Tµ'raNARNINGIaa REM AND FOLLOW ALL NOTES ON THIS DRININGI C9 r1V 't ,� 1** TC LL 25.0 PSF REF 87175— 13576 825 N 4th Ave,Comelius OR 97113 FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses req./ire trema ar in fabricating, handling. shipping, ingt,rlling ars branirrrl. Refer r and follow 19575 '� the latest edition of BCSI`(Buildi,g Compor t Safety Informmtion, by TPl ars RTCA) for safety practices prior ' t'„ TC DL 7.0 PSF DATE 12/19/17 to chord ingSha these I"prop)properly attached oria permanent provide ng and bratom cg per all have prnotedoperly attarwlae.ur, topchordshall have properly attached Nal roathi to a,w bottom corp r HC a properly a torched 411164, rig,C telling. Locations shown for pera lateraltarestraint of webs shall have bracing stalled per BCSI 41 i BC DL 10.0 PSF DRW CAUSR7175 17353048 T.. ILLE=00 N fa thel Jin tlD ai or B10unless es ootellother otherwise. Refer plates with lana trussstandard position te xa arise above and 1 m�2Q O tine Joint Details. not 17 n tad ath�rr Bmf r to drawings shall 160A_z a ransibl plate any deviation BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division failure of ATM But igl,g Truss Components con conformance Inc.c. shall rot be responsible ham for any deviation Rom this 0 OREGON .! growing, any failure to fbuildtru he t oss cnnrprms rca with ANSI/TPI ,. or for Handling, shipping, TOT.LD. 42.0 PSF SEQN— 269595 AN frW COMA4NY installation c bracing of trusses. v • A.awl on the dresing.r Cour peg.listing this drawing, Indlestes sooptww of professional e,ginesring �n.20 19 . r.spafmibility solely for the design shown. The suitability and tae of this drawing for oro structure is the R0 a W. • DUR.FAC. 1.15 FROM I KE 8351 Rovent Circle responsibility of tho Building Dwnlpwr par ANSI/TPI 1 Sea.2. Sacrameto,CA 95828 For ma tIn^m Is Jobs g000rai ' page end` wt°ALPINE:wr.alpiouioa.comTPI wawtpinst,org, RTCA:ramabcindustry.can. ICC: www.iccsofe.org Renew.&30(2019 SPACING 24.0" JREF- 1W6V7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082_--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - EJ3) 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 -1.50 to 67 plf at 1.91 120 mph wind, 18.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.50 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 6.00 DL=6.0 psf. BC- -344.02 lb Conc. Load at 2.06 BC- 391.82 lb Conc. Load at 4.06 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=39 U=77 I: 419-9-11 1 8 1-10-9 0-7-4 JI 18-2-10 was. q 3X5(B2)(R) BI LE-1-6-03"- 1-10-15 4-1-1 'e 6-0-0 Over 3 Supports-----> R=238 U=199 W=5.5" R=176 U=109 Design Crit: 1RC2012/TPI-2007(STD) :tx)PROF, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.10„�- s,pr,,,,,,,, t9 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 cars READ AND Foca Au NOTES ON THIS DIMING, .t.‘ �`� TC LL 25.0 PSF REF R7175— 13577 825 N 4th.Ave,Cornelius OR 97113 "I +T�T FINNISH THIS DRAWING1 All DRAWING TO CONTRACTORS INCLUDING TIE INSTALLERS. 19575 - Tow require extrema rs in farfor safety practices prior hrinating. handling. shipping, installing and bracing.ng. Rarer to and fallow the latest t edition ofBCSIid(Building Component Safety Information, by TPI aWTCA) , TC DL 7.0 PSF DATE 12/19/17 w P - g it aid Iun.. .,ri ria Installersall p' atemporary bracing Urdu.. g par Bnsl. u ad r. _ top d hall have properly attached ural sheathing and bo Chord shall have properly attached rig d ceiling. L shown for pa lateral t , f b hall have bracing installed per BCSI /-.''.e. BC DL 10.0 PSF DRW CAUSR7175 17353049 n -Bs a, -unlB10ess as noted oth e.rwiee.Apply play each aha of tea ani Pus lI -Men aboya and dr, 1. •/20 BC LL 0.0 PSF CA—ENG JCJ/GWH ,4'1 1 �ilO the J Details, 1 s no d o g Components o . Refar d shall l n11-2 forespontlard pie positions. �I JJ alp ivf Ibu build .t uss in crap Inc. vail nnc be reaponsl handling, li any deviation pream this 0 OREGON drawing, any failure to burs tea.truss -n tanformarma w th aNsvrpt t, or far nanmr g, snipping. $ �, TOT.LD. 42.0 PSF SEQN— 269630 AN ITW COMR4NY installation a bracing of trusses. A v . A.NI on sole drowsing or cover peon listing this droolno. Indicates.ea.ptaroo or pror...Iohel engineering 7 n.20 i9 responsibility solely for the design show,. The suitability.rid use of this drawing for aro structure i.the Rata CO �� DUR.FAC. 1.15 FROM 1 KE 8351 Rrnare Circle responsibility Sr the Building Designer par ANSI/TPI 1 S.b.2. Sacramento,CA 95828 for more informationsoc ,a o genera 'a l fetes page and those web SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:waw.alpinertw.com:TPI tauw epic w. .erg: MA:wwsbcindustry.corn; Iff:a www.iccsofe.org RBnawd BJ3 MOR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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 65 plf at -1.50 to 65 plf at 1.91 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.50 to 4 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 6.00 DL=6.0 psf. BC- 36.14 lb Conc. Load at 2.06 BC- 38.64 lb Conc. Load at 4.06 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=47 4 i10-0-4 0-4-8 1-2I-10 0-7-0 1 ,l 9-1-2 _L 4 3X5(B2) -- 14-1-6-0� - 1-10-15I 4-1-1 =J lc 6-0-0 Over 3 Supports >+ R=256 U=18 W=5.5" R=108 Design Grit: IRC2012/TPI-2007(STD) a O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,• .+' - FFS,S, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503 357-1118 awWARNING1.0 REND AND FOLLOW ALL NOTES ON THIS DRAWING! G INE' 'O TC LL 25.0 PSF po )) FURNISH THIS DRAWING TO ALL cgRInADTDRs INCLUDING 1}E INSTALLERS. Ui � y REF R7175— 1 3578 825 N 4th Ave,Cornelius OR 97T13 w.IrpoRrANr� .D --- the require extrema r in fabrinating, handling, whipping, in railing and biasing. Refwr f and follow 19575 TC DL 7.0 PSF DATE 12/19/17 the. latest edition of BCSlr(Building Component Safety Information, byTPI and WTCA) for safety practices prior , [bass 1,,,C1-14.... Installers shall provide twmprnry bracing par LIES!. Unless rioted olhermise, /i _ top pchordmshall have proply attached structural sheathing and bottom chord shall have a properly attacMxl BC DL 10.0 PSF DRW CAUSR7175 17353050 rigid ceiling. Locations shown for permanent lateraltrestraint of aebsushall have bacing installed per BCSIt /�, f r1 f. - s BJ. B/or-WU, as applicable. Apply pl.. u each 'ace u t- and posit..n shown above arm ur '.,Al�Llii N the[Joint Details, unless noted otherwise. Refer to drawings 160.-Z for sstandard plate positions. 1 e/20 J AlPlne, a tlivision of ITN Building Components Croup Inc.shall n t be rospwnsible for arty deviation from thin OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any far Wre to build the t saes in conformance with ANS l 1,pr fpr handling. hipping, TOT.LD. 42.0 PSF SEQN— 269708 AN ITVVCOMAANY installation a bracing of trusses. A seal on this drawing or cover pegs listing this drawing, Indle.t a soospterleo or pr.rwsionel engln..ring /AN'1".20,19� ter responsibility solely tar the design shown. The suitability and use of this drawing for any structure is tar. OL . .VO' DUR.FAC. 1 1 5 FROM IKE 835(ROv.reCucld responsibility or Ow Building Designer per NISI/TPI I See.2. Surameldo,CA95828 for more information this.§ a general not.�ga and thoso web SPACING 24.0'r /REF— 116V7175Z07 ALPINE:wwe..Ipineltw,com C TPI www.Pi t.org, WTCA:www,a irmustry.com; ICC: waw.,ccsofe,org Renews 6/90/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - EJ5) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 65 plf at -1.50 to 65 plf at 1.91 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.50 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 4.00 DL=6.0 psf. PLB- 36.14 lb Conc. Load at ( 2.06, 9.13) Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=34 4 10-0-4 1 03- 1-2-10 0-7-0 9-1-2 3X5(B2) ES L-1-6-0 - 1-10-15>Iz 2-1-1—>J 1 4-0-0 Over 3 Supports R=258 U=12 W=5.5" R=73 Design Crit: IRC2012/TPI-2007(STD) a p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. ..' .. FRSs,,, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503357-4118 •• m+til•• NM FOLLOW ALL NOTES ONTHISDRAWI1G, �,) �G1rdE'&. Qy TC LL 25.0 PSF REF R7175— 13579 825 N 4th Ave,Cornelius OR 97113 ••I " FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ren„ire extreme carein Tani-ins,ng, handling, sh,PPIng, Installing Orating. Refer and follow 19575 9 TC DL 7.0 PSF DATE 1 2/1 9/1 7 - the latest edition aofrBCsl (Building Component Safety Information, byTPIand WTCA)r for safety practices prior f �” c.performing these functions. tInstallers shall provide temporary bracing per BCSI. Unless noted otherwise, �I op chore shall have properly attached c nal sheathing and bottom chord shall have a properly a tachaa ,I BC DL 10.0 PSF DRW CAUSR7175 17353051 rigid ceiling. Locations Shawn t r permanents lateral restraint of webs shall have bracing installed per BCSI di. ,. a H3, Di or B,C, as applicable. Apply plates to each raw: or Lr and position as shown above aril u _ r `Joint Details, unless noted otherwise. Refer to drawings 160A-a for standard plate positions. I •�2o BC LL 0.0 PSF CA—ENG JCJ/GWH ��N Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this OREGON drawing, any failure to bails the tips,in conformance with ANSI/TPI ,, or for handling. snipping. TOT.LD. 42.0 PSF SEQN— 269717 AN ITWCOMMNY installation a bracing of trusses. Assad on this droning or Dover page listing this arwirg, Indicates.00.pr row of prof.wlon.i engirwering a7A�'h.20 19� ♦ responsibility solely for the design shown. The suitability am is.of this drawing for 0fl structure is the "-CIL .1)�� DUR.FAC. 1.15 FROM IKE 835 RAvaluCude responsibility of the Building Deslgn.r per AASI/TPl Soca.1 S.t . SNsarneduC.A95828 For more ion this o , 's gen=ial page and= sob a SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:ww.elpinelte.com t TPI?vera-pi .Digi UTCA:iww.sbciodustry.uan, ICC: www.lccsafe.org lienewd 6130*019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - EJ6) 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=102 U=15 :I +10-7-12 T 4 1-10-2 _I_ 0-3-8 0-7-0 rail . I +9-1-2 —T- 3X5(82) 3X5(82) a L 1-6-0 •1 2"9 1 4-0-0 Over 3 Supports R=288 U=9 W=5.5r' R=75 RL=29 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.0• .+'Y - FS OR/-/1/-/-/R/- Scale =.4375"/Ft. ••WAIffiII MD 1•• READ PAID FOLLOW ALL rams ON TRIS DROOP! G1NF O REF R7175- 13580 Truss Components of Oregon 971157-3118 FURNISH THIS DRliINC TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �i` F Z TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IOpoRTAxr•• 9 Trusses require a rream re In rahrinating, handling, shipping, Installing arra bracing. Re Per to and follow 1967_ TC DL 7.0 PSF DATE 12/19/17 the. latest edition of BCSir(Building Component Safety Information, by TPI and a1TCA)r Tor safety practices prior r" Lu performing these 'brie Liu,s. Installers shall provide temporary braving per BCSI. Unless noted otherwise. �i - :op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached "'L., BC DL 10.0 PSF DRW CAUSR7175 17353052 rigid ceiling. Locations shown or permanent u lateral restraIrM of webs shall have bracing installed per BCSI' tip, - s B1. B/or B10, es applicable. APPIy plates to each r u Lr and position as shown shave arta or /11��N sections I>etai Is. nn,ase noted vthar.iaan conformance to dra,.inye,BOA_z Ppr standard plat®ppaitiena. 1 a/20 BC LL 0.0 PSF CA-ENG JCJ/GWH /!�'f� Al pire. a division eP STN Bn,iding Compo canis group Inc.shall t be rasponslUla Pur any daviatf on Prom this OREGON drawing, any failure to build the truss with ANSI/TPI 1, or for handling. shipping. 0 TOT.LD. 42.0 PSF SEQN- 269750 ee AN ITW COMPANY laa sts!Iasi on bracing or trussos. A l en this drawing or cover pegs listing this drawing, indicates acceptance of pretensions,engineering 4Lf'bn.20,19� responsibility solely for the design shown. The suitability end use of this drawing Tor any structure is the Tot . N a V DUR.FAC. 1 .15 FROM I KE 8351 ROVBra Circle reepoceibil Ity of the Building Designer per ANSI/TIN 1 See.2. Sacramento,CA 95828 nor more information sac th.sjob's gnnarwl notes page and thoso weeSPACING 24.0" JREF- 1W6V7175Z07 ALPINE;aww.alpinelts.com; TPI;waw.tpins .org; Nw TCA;w .sheindustry.com, ICC:a sww.iecsafe.org Renews 6!3072019 _ THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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=27 U=12 �19-9-11 7.FH 00-3-8 1.I f0-7-4 __L_ 1.i18-2-10 If R=36 3X5(B2)(R) III 2-0-0_ Over 3 Sports I I R=237 U=14 W=5.5" RL=45/-28 Design Crit: IRC2012/TPI-2007(STD) liF'R•F PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.0, ; Jr F ( ) ( ) ,,� 5+�� OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 a*NANNING!" READ AND Mao,ALL NDTES as THIS DRAWING! G 1Ne Q 825 N 4th Ave,Comelius OR 97113 •`I T " 'SIS"THIS DRAWING TO ALL CONTRACTORS INCLUDING WC INSTALLERS. /, �"1 �`� y TC LL 25.0 PSF REF 87175— 13581 Trus mining,satrapy, re in fabriratinp, handling, snipping, installing and bracing. Refer t. and follow J 19575 '. TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBCSlr(Building Component Safety Information, by TPI and ARCA) for safety practices prior f /� o performingaha these v!prop rn, tache lors maructura esheathoVialc ng anr'ary braving d s all unless telly otherwise, 1 Cop chard shall Love sPso attached structural sheathing and bottom chord snail have a properly attached BC DL 10.0 PSF rigid ceiling. Locations shown for permanent rel rests int at rebs snail Love bracing Installed per BCsI JAWDRW CAUSR7175 17353053 A 1�gg N E the Join B!. B/uo B1Bunless nn wSeinoted other e. R plates to each raceor-lou and rd late as shown above and nn _ Un Alpine, Details, unless rioted otnerrlpo Rater to drawings 160A-2 a forstandardplate erg deviation 1 9/20 BC LL 0.0 PSF CA—ENG JCJ/GWH alpine, a dl vision of ITN Building truss in conformance Inc.snail t La responsible l e,ry deviation from this drawing, any failure to band t suss In canformsrw.e wKh ANSI/TPI ,,or for handling. Shipping, OREGON TOT.LD.LD. 42.0 PSF AN 17YVC:oMR4NY irsstellatfan.bracing of trusses. - 1 —p •, SEQN— 269589 A pal on till.erring or Dover page listing tills drawing. Indlo.tae acceptance of professional engineering "•n.20 19# pponsibi l ity stalely for the design.haws. The suitability am w of this drawing for aro structure le the �"1:4.0 ,000' O M�/ OUR.FAC. 1 15 FROM IKE $351 RDCBre'(,bele responsibility of the Building Designer per ANSI/TPI 1 See.2. 0 W s `' Sacramento,CA95828 for more information this job's gcnoral r os pogo and those sob ♦� SPACING 24.0" JREF— 1 W6V7 1 7 5207 ALPINE rww.alpineltr,cant TPI:sew.pinst,org. NiCA:rww.sbcindustry.nom; ICCs wr,iccsafe.org Renews6/30/2012 - THIS DINT PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ2) Top chord 2x4 HF #2 120 mph wind, 19.63 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=106 U=33 0-4-3 21-1-11 8 3-2-9 0 x. 18-2-10 I R=39 3X5(B2)(R) Ili L'1-6-0 2-0-0 'j 1-10-15 H I'e-3-10-15 Over 3 Supports R=279 U=9 W=5.5" RL=73/-35 Design Crit: I RC2012/T( %)/4(STD) • PR•F�cS,� OR/-/1/-/-/R/- Scale =.4375"/Ft. PLT TYP. Wave FT/RT=2% 0% /4 0) 16.01.0, Truss Components of Oregon (503)357-"!118 ...WARNING'''.READ AND Foca ALL NOTES ON THIS INGI G? ,GINE '% TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "'IMPORTANT'. FURNISH THIS mwING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. REF R71 75- 1 3582 Trusses require extreme re in fabricat.inr�. handling, shipping, installing and bearing. Refer t. end follow 19575 ' C DL 7.0 PSF DATE 12/19/17 the latest edition of BCSIr(Building Component Safety Information, by TPI and'TCA) for safety practices prior , Cu performing Llwsn functions, l Lallers shall provide npu- Y L- g per ls1;S1. Unlash rw Lwfcu Clwrwrsa Jr... 1 _ op chord shall have properly attached stn t ral sheathing and b chord shall Have a properly attached BC DL 1 0.0 PSF /11166\ 0 rigid ding. Locations shown r permanent ulata 1 in f webs hall have bracing installed per BCS' /� DRW CAUSR7175 17353054 A�J�1]N n BD Details, or unless as noted other e. R plaits to each farce or tea er,J pus Lite as stion above and„s _ the Details, unless rotetl otherwise. Refer to drawings aceAor forsstaMard lets 'tions. P Pee n 1 Y20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a y divisionaur of MTs Banding usiComponents croup Inc. Shan t be responsible fon any deviation from t OREGON dnsta Il any .brace m bulla sthees trusts in nPormenre with ANSI/TPI 1,or for Handling, shipping, TOT.LD. 42.0 PSF SEQN- 269591 AN fI'W CAAAPIAN'! Inecai lotion x bracing of va:Ross a. u./ . A seal on this drawing or coyer page listing this dr..Ing. indicates.ocep ono.or pronr.lmrl engineering '�n 44,,,20 't9tl_ a'f resporsibi 1 ity solely for the design shown. The suitability end use or this drawing for.rpt struoture la the OC W.NV DUR.FAC. 1.15 FROM 1 KE 6351 ROVBi6 lank responsibility of the Building Designer per ANSI/TPI 1 Sc.2. Sacnatenlo,CA 95428 Fur mere '"formatio"see this job's general page and t web w SPACING 24.0" JREF- 1W6V7175Z07 ALPINE,wew.alpineitw.com; TPI ww.pi t.org; MA,www.sbcindustry•u . ICC, ww.iccsafe.org Reneyre&5012079 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. —BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 — SJ3) Top chord 2x4 HF #2 120 mph wind, 18.40 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 Standard or HF Stud: DL=6.0 psf. :Lt Stub Wedge 2x4 HF Standard + HF Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non—concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II (Is=1.00) & Pf=21.17 psf. 1.5X4 III 1 III • $ �') 18-2-10 3-10-9 4X5 III 0-5-12 5.07 16-2-10 3X5(G1) \\\ In` 4-11-7 ,.2"13 ri 'c"-- 5-2-4 Over 2 Supports-- R=230 W=5.5'r R=224 U=26 RL=73/-25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 17.01.0.le I w �t7s+s OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 ••MARN1 NGI•• READ MM FOLLOI ALL NOTES ON THIS mom! G pon g ( ) ' ...IMPORTANT". FINNISH THIS OWi118 TD ALL CONTRACTORS INCLUDING TEE INSTALLERS. ,y .t.1 l N e . O TC LL 25.0 PSF REF R7175— 1 3583 825 N,1ih Ave,Cornelius OR 97113 �J' ' Trussesrequire extreme re in fahriaelu ng, handling, snipping, installing and hrar.ing. Refer t. and follow 19575 9 TC DL 7.0 PSF DATE 12/19/17 .- the latest edition ofBCSIr(Building Component Safety Information, by TPI and WICA) for safety practices prior u performing,Bean writ:Li ns. Installers shall provide Lesporary bracing per BCSI. Unless noted otherwise. • li , topchordshall have properly attached structural sheathing and bottom chord shall a properly attached / DRW CAUSR7175 17353055 rlyld calling. locations shown for permanent Uleterel restraint of rebs shall have bracing installed per BCSI BC DL 10.0 PSF 1. n B!. B1 ur= an eppi,1 e. ApPly plates to 7,:h,acs ul'tru an.1 Posl Ll.+n as sl.swn alwve arW r f / �(I ��^ I Ir-�I Dataile, not IT tad dng Coipo Rater to Ira ::,eno_Z edr'eta:and plata any <Soiiet: 1 9/20 BC LL 0.0 PSF CA—ENG JCJ/GWH All ' �1 . Alpine. a division of I7M Building Conpo ne s Group Inc. shall n eeponalbte for a ty devietlon from this drawing, any failure to build the taw es In conformance with ANSI/TPI or for handling, shipping, OREGON AN ITw COMPANY Installation a brae irg of tresses. .J TOT.LD. 42.0 PSF SEQN— 11931 REV . A seal on this drawing or cover page listing this drawing. Indicte acceptance of pretawelohel engineering 9 1••1.20 i,4 responsibility solely for the Orlon sheen. The suitability and use or this drawing for any structure is the DUR.FAC. 1.15 FROM I KE &l$1 Roam Circle reepensibili ty or the building Designer per ANSI/TP1 1 Sahib. Oi. '�1 w Sacramento,CAe5szs To,more information this job's general notes fin aro` sob sites; �/ •� SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:waw.olpineitv.com: TPI rrn,.tplrot.org:NTCA, aww.s ndustry.rom: ICC: www.iccsare,org Rweewa R/4llIStlo THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ4) Top chord 2x4 HF #2 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III i -1 8 r- 5-2-9 J111_i —J500-52 ! :::I:lr4 ' ria 3X5(G1) \\\ 1-10-151 1< 4-11-72"13 glvvI lc 5-2-4 Over 2 Supports R=204 W=5.5" R=392 U=73 RL=101/-32 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01._415134" - WF$4 OR/—/1/—/—/RI— Scale =.4375"/Ft. Truss Components of Oregon (503)357-''.118 e'WARNINGIwe READ AAmFOLLOW ALL ROILS ONTHIS ORAWINGI 5 INF 'O TC LL 25.0 PSF 825NQCRHve,ComeliU5oR97113 ”I T " FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �� a� �� 2 REF R7175- 13584 Tresses require extrema re in£ahrirating, handling, shipping, Installing and brarinr,. Refer r. and follow 19575 T. TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCSir(Buildirg Component Safety Infornwtlon, by TPI and WTCA) r safety practices prior o perrurmnrg these functions, Installers shall provide temporary bracing par BCSI. Unlessonotedcutherwnse, i top chord shall have properly attached structural sheathing and bottom chord shall e a properly attaches rigid ceiling, Locations shownfor permanent lateral restrain of webs shall have bracing installed per KS! ,- / BC DL 10.0 PSF DRW CAUSR7175 17353056 1 ! ns 54. BI o,OW, as aPpl,tabie. Apply plates to sant! race or trussand posi Lau.as shown sans and r I 11 the.`Jooint Details, unless noted otherwise. Refer to drawings'16DA-Z for Standard plate P0sitiena. ' 1. 1 9/20 O� N 1 n Alpine, a division of 1T1♦Building Components Croup Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to build the.truss n conformance with ANSI/TPI 1. or for handling, shipping, OREGON AN ITWC.OMPANY installation i bracing or trussos. .i TOT.LD. 42.0 PSF SEQN- 269603 . A.sl on this drawing or cover page I I.ting this drawing. IMlAats 0OMptanee of professional engineering 9/w V'en.20,i9'aq' e.,I . responsibility sully for the design shown. The suitability.M use of this drawing for any structure Is the OL L/ DUR.FAC. 1.15 FROM I KE 8.551 RrnaIa Circle responsibility of U.Building Designer per ANSI/TPI 1 Sc.2. Sacramento,Ca95828 oar morn information. this job's genera' a pogo and`hes`web a SPACING 24.0" JREF— 1W6V7175Z07 ALPINE;www.alpineite.com; TPI',www.tpii song;?MA,wee.sbcindustry.com: ICC:waw.iccsafe.org AssumeAJenMIL1Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ5) 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=5 4 :I 10-0-4 —i— 1-2-10 0-7-0 �� 9-1-2 R=36 3X5(82) m L 1-6-0-›.1 2-0-0 Over 3 Sorts 1— I R=228 U=22 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.0 ' I.w `FIBS+ OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 **WARNIMGI" REM ma FOLLOW ALL NOTES ON THIS BRNINBI CO GINE SAO TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 ..infoTNT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDI"G THE INSTALLERS. 6. a -`� y REF R7175- 13585 Trusses require extreme are in fabricating, handling, shinning. Installing and bresirnl. Rarer t. and fnll,w 19575 9 TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBCSlr(Building Component Safety Information, by TPI and RTCA) for safety practices prior to Purordm ha l havesee Functions. Installers structural provide ng and tom chord per all have a pr pe Led attached r , . top chord shall have unctions attached a ral sheathing dna bottom.a p shall e a ss sol d otherwise. rigid ceiling. Locations shown for permanentalar al restraint of webs shall have bracing Installed per BCSI '� / / BC DL 10.0 PSF DRW CAUSR7175 17353057 A L..IR N ,w sa LI rn Bf. B/ur unless aanoted to otherwise. Apply. R Refer plates Lu each taus tors tand rd plate as tiontaww and un _ the Joint Details, rnlass tad acharwiaa. Rarer to drawings 160A-z far samara lata �tlens. 1 9/20 7 P BC LL 0.0 PSF CA—ENG JCJ/GWH Alpin, s division of ITV Building truss inComponents orman Inc shall t be rorP for tae fon arty deviation from this OREGON tlrawing, any failure to build the tr uas in conformance with ANSI/TPI 1,or for handling, shippiry." AN IOWCOMSd4NY Iref:a l la ti on a bracing of trusses. .t TOT.LD. 42.0 PSF SEQN- 269704 . A Iwai on this drawing or cover page listing tide drawing, indict...oO.ptia.e of professional engineering 9 "art,20 190, .' responsibility solely for the design shown. The Suitability end is.of this drawing for aro stvuot re is , DUR.FAC. 1 .15 FROM I KE 8351 Rovao(Srcle responsibility or the Building Designer per ANSI/TPI t Seo.z. OL W �.1 0� SBaamelllo,CA95828 For moreinformation is job's senora' no a pages end` web •• SPACING 24.011 JREF— 1W6V7175Z07 ALPINE:waw.alpineitw,comt TPI'eves tpi .ors, WTCA:ww.aboindustry.com; ICC: ww.lccsofe.org Ra,uwell/S l@Ot1 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ6) 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=103 U=16 I:I 410-8-4 1 4 1-- 1-10-10 0 �I l 0- - -9-1-2 R=39 3X5(82) m L-1-6-0 —2-0-0_ 1-10-15 H f3-10-15 Over 3 Supports R=270 U=17 W=5.5" RL=30 Design Crit: IRC2012/TPI-2007(STD) p PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. •`. S',g OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING'•• REVD MD FOLLOW ALL NOTES ON THIS DRAWING' 6�0J 140 IN EF �y TC LL 25.0 PSF REF R7175— 13586 1 ••IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius OR 97 13 — Trnwews require extreme SCS n rw In fabricating. Safety handling,Information, installing d And brand ng. Rotor f. are follow prior 19576 the latest ng edition P cti ns,Inst Component Safety Ie temporar by TPI and YTCSI for safety practices otherwise, sl TC DL 7.0 PSF DATE 12/19/17 u performing lhavl properly Inched stsuctura provide sheathing bomchg per all have pr pully attached ,r , to cel shall have Properly for structural ral restraint are bottom chord shall a properly d per / BC DL 10.0 PSF DRW CAUSR7175 17353058 Yl gitl telling. Locations show Yor per hent lateral restrelnt of webs shall have bracing installed per SCSI silk A 'ec.Lions e1, d/or'd,U, as applicable. APPIY plates to each face or trussand position es shown above are Ap �Q^ I �� tent Da ala. nnlaa= tad tt�r.lae. RafeY to tlrawinge,�A_Z ftrtantlaYtl Plata PosleVaes. 1 1EG 7 BC LL 0.0 PSF CA-ENG JCJ/GWH Il—. ' V Aln a. a div slop of ITw Douai g camPonanta crnap In ,sM1al nac ba raapansime rtr a n i on from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI t, or for handling, shipping, J R' AN WCAMRANY installation A bracing of trusses. •9 "eo su 19� TOT.LD. 42.0 PSF SEQN- 269706 • A pal on this brewing or cover peep listing this drawing. Indicate.acceptance of professional!engineering - responsibility The ibllity solely for the design shown.Me suitability am r,sa of this drawing tar any structure I.the -"DALN �1 DUR r FAC r 1.15 FROM I KE 8351 ROV37Yd Circle responsibility of the Building Designer per 61/TPI 1 Seo.2. (. Sacramento,CA 93328 For mare information ane this yt's general notes papa and`host web SPACING 24.0h' JREF— 1W6V7175Z07 ALPINE:aww.alpineltw.com: TPI:www.tpi .org:MICA:wew.sbdiralustry.com: ICC: www.iccsofe.org Renews NlSOM01N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - HR1) Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -2.25 to 1 plf at 2.81 120 mph wind, 20.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at 2.81 to 1 plf at 5.68 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 TC- From 1 plf at 5.68 to 1 plf at 8.36 psf. TC- 73.43 lb Conc. Load at 2.85 TC- 105.80 lb Conc. Load at 5.47 Wind loads and reactions based on MWFRS. IC- 113.37 lb Conc. Load at 5.68 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=172 U=46 rJ 22-5-11 0-6-1 5.66 (— 0-7-4 i A 18-2-10 2X4(A1) `- 2-8-7 5-7-14 . I L-2-3-0 >I `< 8-4-5 Over 2 Supports { R=130 U=29 W=7.028" Design Crit: IRC2012/TPI-2007(STD) p PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,ir .0 ..5 - FSS, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components (503)357-1118 waMARNINGIw•READ AND FOLLOW ALL NOTES ON THIS DIWIAGI 14G1NE' , t2TC LL 25.0 PSFpo ••INPORTANT"` FURNISH THIS DMiING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. IREF R7175- 13587 825 N 4t1T Ave,Cornelius OR 97113 T editio sof BCw gM1C' " Safst handling, shipping, installing nrxi bracing. R r ro And ce Ppriow 19575 9 the I edition or ncti ns(Building Component Safety Ie Temporary empo on, by TPI and WTCSI fsafety ped other prior r TC DL 7.0 PSF DATE 12/19/17 "p . ing l hav functions, Installers 'shall provide ng and tom chord par shall have e I - noted at acwnae. topchord snail have properly attached al sheathing entl hpttwn cnortl snail F properly a to Mtl riga ceiling, Locations shown for permanent lateral restraint or webs shall have bracing Installed per acyl (S -!/ BC DL 10.0 PSF DRW CAUSR7175 17353059 v b b!, b/u,btu, as applicable. Apply plates to each race or truss and positron as brown above arta u � ..-',„,7p',:%°::::::,..:.,-.77.73:77::::::::_n_.:: .na tJo��nt Oeta'�la, unlash rotes arnerwise. kers,ce.,:-.':::,1,6°:-_,z.:°:.:::::::::7::%::::::.. " I 9/20 f=1� �Q NBC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a tll vlsbn of IM Building Components croup from this OREGON ('� drawing, any failure to build the truss In conformance with ANSI/7bl 1, or or handling, snipping. N TOT.LD. 42.0 PSF SEQN— 2696 32 AN IT'WC.AMPANY irate l lata on a bracing of trusses. e9 q,2Dr 19 �' . A Mal on this drawing or wow peg.tinting thin drawing. Indicates aoesptaroe of prohssioivl snpinoerirg responsibility solely for the design shown. The suitability and use of this drawing far any struttere is the R()L - �� DUR.FAC. 1.15 FROM I KE 8351 Roy=Circle responsibility of the Building Designer per Mist/TPI 1 Sec.Z. N SbadAlOAto,CA95828 far morn information his job's gcnaral r pogo and t cab sites: LOADING SEE ABOVE JREF— 1W6V7175Z07 ALPINE:www.aipineitw.can:TPI;ewe. t.org;WTCA:www.rbc i ndustry vow,, ICC: www,i ccsa re.erg Renews 8/50/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - HR2) 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 IC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase Hipjack supports 3-10-15 setback jacks with no webs. factor for dead load is 1.50. R=125 U=20 6 4_10-8-4 0-5-10T 2.83 F--- —1- 1-10-10 0-7-0 I'19-1_2 IV 2X4(A1) 1... . 2-8-9 2-9-13 '{ 2-1-7 E-- 5-6-6 Over 2 Supports---> R=233 U=22 W=7.028" Design Crit: 1RC2012/TPI-2007(STD) • PR•F PLT TYP. Wave FT/RT=2%(0%)/4(0) 17.01.0 '. B S F`r$ OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)3574118 eeWARNINGIYe REM AND FOLLOW ALL NINES ON THIS DRAWING! s. �G%WE .� % TC LL 25.0 PSF 825 N 4th Ave,Cornelius OO R 97113 `eINPORTANTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 111E INSTALLERS. REF R7175— 1 3588 Tresses require r extreme emr in fnnrirartnq. handling, snipping. installing and nraring. Refer r and follow 19575 ' TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCSlt (Building Component Safety Information, by TPI and WTCA) for safety practices prio o p ng these nus is oris, Installersshall p' J tempo' Y b ng per BCSI. Unless notedotrerwise. i to chord shall have properly attached structural turas he. hing and bo chord shall have a properly attached BC DL 10.0 PSF rigid 'ling. Locations shown r permanent lateral f hall have bracing installed per BCSI 4�. /� DRW CAUSR7175 17353060 . sections I1(1,' B!, B/or B10, as applicable. Apply plates to each ace ur truesand position as slams above and u A FL_,cj)II N fhe J Details, anises noted otM,r.'sa, Fsfei to.:-.7:::,:.°A:%:°::::::::::-.::-.::::::.. raw[ngs/60A-Z for standartl plo'e::-bions. 1 1 V20 Alpl na. a ale si on of ITw auilaing coirywnanas crape Inc.shall ret ba resporre tele f arty deal urian rrom rola BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any failure to build the tress in conformance With ANSI/TPI 1,or for handling, snipping. OREGON AN ITWCOMR4NY installation a bracing of tresses. - - ,ate ,, TOT.LD. 42.0 PSF SEQN— 11933 REV ARRA!on dile dr page er cover p• I lifting this dining, indicate.acceptance of pro •l aril engineering TA 44.20 491 6'I responsibility telly for the design shown. The suitability and use of this droving for any structure is tie11'/� -fir•. DUR.FAC. 1.15 FROM I KE 8151 R. .ra Cue.p responsibility of the Building Designer per ANSI/TPI 1 S0e.2. 1a/I. • W s 1'. SNSNDeNo,CAOMa For morn information 's'ob's general notes page end` web i LOADING SEE ABOVE JREF— 1W6V7175Z07 ALPINE:www.alpineltw.ocm c TP1 aes tes wpinst,org;WTCA:w .sbcindustry.com, ICC: wes,iccsofe,org R8Dey28194112D10 � >_ RRein Forcingve � ber SUbs Li , L, l, iol T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Relnf, ,• ,` Apply to either side of web narrow face. ,, Attach with 10d (0.128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: a minimum 80% of' web member length. , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, `mi �IiipPAg Alternative reinforcement specified in chart below may be conservative, MINI For minimum alternative reinforcement, re-run design with appropriate FA 1 reinforcement type. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of' web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Iii Attach with 10d (0.128"x3.0",min) nails .A.-=� 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x401() minimum 8O% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. IL i (*) Center scab on wide face of web. Apply (1) scab to each face of web, MINI � .s. O F1p,e. IN F 0w s;Oft w5WARNINGlww READ AND FOLLOW ALL NOTES DN THIS DRAWINGC.I` G OY9 TC LL PSF REF CLR Subst, wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating, handling,shipping,installing and bracing. Refer to and ;r} TC DL PSF DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information,by Tel and SPCA)for safety ,/ practices prior to performing these functions, Installers shalt provide temporary bracing per SCSI. llik -"--'-'--'- -'-"—'-- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord /', BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid cekrg. Locations shown for permanent lateral restraint of webs 1 19/20 7 -------- — ---_ f��1II (� I shall have bracing Installed per BCSI sections B), B7 or B10, as applicable. Apply plates to each face //I �I f 0 N I_ i of truss and position as shown above and on the Joint Details, unless noted otherwise, OREGON BC LL PSF ,i- U L Refer to drawings 1605-Z for standard plate positions. 0 .19/1-I db .4 AN[1W COMPANY this Alpine, a division of ITN./ Building Components Group Inc. shall not be responsible For any deviattiongfrom 9 g1A_ZOI 19g0 ��- TOT. LD. PSF drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, �O� , , +�� installation S bracing of trusse W A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing OUR, FAC. 13389 Lakefront Drive far any structure is the responsibility of the Building Designer per ANSI/TPI I Sec,2, Renews 8/9012018 Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, SPACING ALPINE, www.olpineitw.comi TPI,www.tpinst.orgi SECA www.sbcindustry.orgi ICO www.lccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace b (1) 2x4 "L" Brace 5 (2) 2x4 "L" Brace 55 (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace mitt Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7" 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0` 14' 0" 14' 0' #i / *2 Standard #2 Stud #3 4' 4' 7' 2" 7' 8' 9' 1' 9' S" 10' 10° 11' 4' 14' 0' 14' 0" 14' 0' 14' 0' *3 Stud #3 Standard CO L uStud 4' 4" 7' 2" 7' 7" 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0' 14' 0" Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9" 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** 0J #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 S P #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' II' 0° li' 5' 14' 0' 14' 0" 14' 0' 14' 0' stud stud Standard Standard #3 4' 6° 6' 6° 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0" 14' 0' 14' 0' (Ai DFL Stud Standard 4' 6° 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6° 14' 0' 14' 0' 14' 0' 4' 4' 5' 9" 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11" 12' 10' 14' 0" 14' 0' Group B: _U S #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir PF #3 5' 0" B' 10' 9' 3' 10' 5' 10' 10" 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr C_ U —(— Stud 5' 0' 8' 9" 9' 2' 10' 5° 10' 10° 12' 5" 12' 11' 14' 0° 14' 0" 14' 0' 14' 0' *1 O ( Standard 5' 0' 7' 6" 8' 0" 10' 1" 10' 9' 12' 5" 12' 11" 14' 0' 14' 0' 14' 0' 14' 0'CU Dou.las Fir-Larch Southern Pine*** #1 5' 6' 9' 1" 9' 5" 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0" 14' 0' 14' 0' MOIMEDIMINO *1 SP #2 5' 3' 8' 11° 9' 3' 10' 7" 11' 0" 12' 7" 13' 1" 14' 0° 14' 0' 14' 0" 14' 0" 111.111119010.1 #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6" 13' 0' 14' 0" 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board), Stud 5' 0' 7' 11' 8' 5' 10' 6° 10' 11' 12' 6' 13' 0" 14' 0' 14' 0' 14' 0' 14' 0' .-• I L ***For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0" 7' 5" 9' 4' 10' 0' 12' 5' 12' 11" 14' 0' 14' 0" 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B O #1 / #2 5' 9" 9' 10' 10' 2' 11' 7° 12' 1' 12' 7' 14' 0' 14' 0° 14' 0' 14' 0° 14' 0' values may be used with these grades. Gj SPP #3 5' 6" 9' 8" 10' 1' 11' 6" 11' 11° 13' 8" 14' 0" 14' 0° 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: CD U H 11' 6' 11' 11' 13' 8' 14' 0° 14' 0' 14' 0" 14' 0' 14' 0' Wind Load deflection criterion Is L/240. 6 r I Standard 5' 6' 8' 8" 9' 3" 11' 6' 11' 11' 13' 8" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' Provide uplift connections for 70 plf over X #1 6' 0" 10' 0' 10' 4" 11' 9° 12' 2° 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load), d SD #2 5' 9' 9' 10' 10' 2° 11' 7' 12' 1° 13' 10' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0" Gable end supports load from 4' 0' outlookers 5 #3 5' 8' 9' 2" 9' 9" 11' 6° 12' 0' 13' 9" 14' 0° 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. s---1 DPL Stud 5' 8" 9' 2" 9' 9° 11' 6" 12' 0" 13' 9" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6" 8' 1' 8' 7' 10' 9" 11' 6' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Abo Symmut�^ Attach 'L" braces with 10d (0.128'x3,0' min) nails. 1i O 0( For 0) "L' brace: space nails at 2' ac. able Truss F fit in 18' end zones and 4' o.c. between zones. Diagonal brace option: )101(For (2) 'L' braces: space nails at 3' o.c, vertical length may be T i In 16' end zones and 6' o.c. between zones. doubled when diagonal 18' 404, 'L' bracing must be a minimum of 80% of web 4144444: member length. brace is used. Connect L � diagonal brace for 385# "L" at each end. Max web Brace � Gable Vertical Plate Sizes total length Is 14', L--------_, SIE 3I( Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 T Greater than 4' 0', but better diagonal I less than 11' 6' 2X4 Vertical length shownbrncei single 18' i Greater than 11' 6' or double cut + 3X In table above. 45° (as shown) nt 1_._ _L : Ca + Refer to common truss design for It upper end, i peak, s::' liand heel plates. / / / / �antin+uous Bearing / / / Refer to theBding Designer for conditions Connect diagonal at grg . P not addressethis detail, mldpolnt of vertical web. Refer to chart above for m. - - gth. wwWARNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING l�GIN ' ,e) REF ASCE7-10-GAB12030 wwINPOFURNISH RTANTww THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l i Trusses require extreme care in fabricating, handling,shipping,Installing and bracing. Refer to and 19575 • 1 DATE 10�01�14 follow the latest edition of BM (Building Component Safety Information,by TPI and SBCA)for safety (e' practices prior to performing these functions. Installers sholi provide temporary bracing per SCSI. b Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ,r DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs iFF'�� ((I'''�� FI sfahave bracing installed per BCSI sections t3, 87 or Blt, as applicable. Appty plates to each face ,,,,2,,I I I I 1)-IIS\ I I I ,!,fa,, truss and position as shown above and on the Jdnt DetnGs,unless noted otherwise. 1 9 2817 i I _I JI \VVI 1 , Refer to drawings 160H-Z for standard plate positions. R GON Alpine,a division of IW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing,ony failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 9 ��Z�1ge0 MAX, TET. LD. 60 PSF Installation&bracing of trusses. A seal on this drawing or cover page listing'this drawing,indicates acceptance of professional w� engineering responsibility solely for the design shown, The suitability and use of this drawing �0/,0 W ``� 13389 Lakefront Drive for-any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect Earth City,MO 63045 For wmore information see this job's general notes page and these web sites: MAX, SPACING 24,0" ALPINE, w w,alpineltw.comi TPD www. ww.tpinst.orgi SBCA,wsbcindustry.orgi ICC, www.iccsafe.org Renews 819012019 Gable 3e , ail For Let-in Verticals Gable Truss Plate Sizes ASyboum.t © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. i; +ORefer to Engineered truss design for peak, splice, web, and heel plates. ill ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable ` s. © 2X4 ./ 11wve Example:L Len111 VP 2X4 d 2X8 ith "T" Reinforcement Attachment Detail 'T" Reinforcing 'T' Reinforcing Member Member • 11 iilD 115 IlkToe-nail - Or - X End-nail ►1 © CO To convert from "L' to "T' reinforcing members, multiply 'T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each "T' reinforcing member with End Driven Nails Maximum allowable 'T" reinforced gable vertical 10d Common <0.148'x 3°,min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. `T' reinforcing member material must match size, Ri.id Sheathin• Toenalled Nails; specie, and grade of the "L' reinforcing member. 10d Common (0,148"x3",min) Toenails at 4" o,c. plus Web Length Increase w/ 'IT" Brace i 4J �� A <4) toenails in the top and bottom chords. "T' Reinf• 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr.2Size Increase Reinforcing wind load. 2x4 30 7. Member x ASCE 7-05 Gable Detail Drawings Example: — - A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed6 = 120 20 mph Nailso.c. A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Above) = 307. = 1.30 ft, Kzt = 1.00 Gable russ Spaced At ASCE 7-IC Gable Detail Drawings Gable Vertical = 24'o.c• SP #3 T4' A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC301014, °T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, <1) 2x4 'L' Brace Length = 8' 7' AI803OENC101014, A2003OENC1OI014, A2003OEND101014, A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nails lilri � Ceiling A,09 PROpA. iO wsW ARNINGIss READ AND FOLLOW ALL NOTES ON THIS DRAWING O� , NC N fFn q REF LET-IN VERT seINPORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 19575 'r Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCAI for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. '- --'--'--' -- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord /r / DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1 19/20 ------_ —_---- III�� III�� I7 shalt have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face //1 �I i I)-Yil�\ II i I of truss and position as shown above and on the Joint Details,unless noted otherwise, N L ILI, Illi \�\I.11 I Refer to drawings 160A-Z for standard plate positions. 1{q./4A��? Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from •� 1p1"Z0,1990 ,/ AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, MAX, TAT, LD. 60 PSF installation&bracing of trusse A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional OL • W W.N engineering responsibility solely for the design shown. The suitability and use of this drawing OUR, FAC, ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec,2. Earth City,Mo 63045 For more information see this Job's general notes page and these web sites, Renews BlBOl2019 MAX. SPACING 24.0" ALPINE, www.alpineltw.coml TPI, www.tpinst•orgl SBCA, www.sbchdustry.org/ICC, www.lccsafe.org ASCE 7-10; 120 r'1Dh, 30' Mean -eight, Closeo, Exposure C Common Resioential Gaole Eno Wino Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min.) nails @ 6" o,c. (//i ,* 2X4 Blocking - - . nailed to � 45° sheathing and —T- 24' Max d. each truss CTyp) H II /-- i 2X4 DF-L #2 / _ - H/2 or better diagonal brace. Attach each end _ for 560#, _ _ — _ _ i ontinuous Bearing - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min,) nails, VOpPROFFStS weWARNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING) �� V t N�� /QA REF GE WHALER w,IMPORTANTO FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, C7 vQ /e Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and 10575 '-'-- ------------- --- g r DATE 10/01/14 rct the latest editionemi gBCSI fun Component Safety Information, a TPI and rBcin for safety r �d practices prior to performing these functions Installers shall provide temporary bracing per SCSI. ---'--- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord `0.1. DRWG GABRST101014 n. shalt have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs __ ._ �In 'ice (7 I shall have bracing installed per SCSI sections B3, B7 or 510,as applicable, Apply plates to each Face 1 9/20 7 721,- �I I( �I) I Imo\ I I I—, of truss and position as shown above and on the Joint Details,unless noted otherwise. /�—' I I'—IILJ, ILII \`�:1.JI L Refer to drawings 160A-Z for standard plate positions. 129q{gQN AN ITW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from 1 1/ this drawing, any failure to build the truss in conformance with ANSI/TPI I,or for handling,shipping, 9 480.20 19# MAX. TOT. LD. 60 PSF installation &bracing of trusse A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional Rot O .N I. engineering responsibility solely for the design shown. The suitability and use of this drawing •� 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2, Earth City,MO 63045 For more information see this Job's general notes page and these web sites, Renews 6/30/2019 MAX. SPACING ALPINE, www.alpineitw.coml TPD www.tpinst.orgi SBCA, www.sbclndustry.org,ICCs wwwiccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L" Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace w (2) 2x6 'L' Brace Cw Bracing Group Species and Grades: Gable Vertical No S acro Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: P 9 S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0" 14' 0' 14' 0" 14' 0' Spruce-Pine-Fir Hen-Fir #1 / #2 Standard #2 Stud #3 4' 7' 7' 9' 8' 3' 9' 7` 9' 11' 11' 5' 11' 10° 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard CD O i__1(� Stud 4' 7' 7' 8' 6' 7° 8' 2' 9' 7' 9' 11' 11' 5' 11' 10" , 14' 0' 14' 0' 14' 0' 14' 0' r�r Standard 4' 7' 7' 0° 8' 10' 9' S" 11' S" 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Ptnexww CU #1 5' 0' 8' 4' 8' 7' 9' 10° 10' 2' 11' 8' 12' 1' 14' 0' I4' 0' 14' 0' 14' 0° #3 #3 —J SP #2 4' 10° 8' 2' 8' 6" 9' 8' 10' i° 11' 6' 12' D" 14' 0" 14' 0" 14' 0' 14' 0' Stud Stud Standard Standard •bf- r #3 4' 8' 7' 0' 7' 5' 9' 3" 9' 11' 11' 5' 11' 11' 14' 0' 14' 0° 14' 0' 14' 0' d cu DF L Stud 4' 8' 7' 0" 7' 5' 9' 3" 9' 11° 11' 5° 11' 11" 14' 0" 14' 0° 14' 0' 14' 0' Standard 4' 7" 6' 2' 6' 7' 8' 2' 8' 9' 11' 1" 11' 10" 12' 10' 13' 9' 14' 0' 14' 0' Group B: U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0° Hem-Fir #3 5' 3° 9' 3° 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0' #1 &#1Btr c_ U — F Stud 5' 3' 9' 3° 9' 7° 10' 11' 11' 4' 13' 0' 13' 7° 14' 0" 14' 0' 14' 0' 14' 0' - r Standard 5' 3' 8' 1' 8' 7" 10' 10° 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou!las Fir-Larch Southern Pinewww #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0° 14' 0° 14' 0" IIIIIIICMIIIIIII #1 SP #2 5' 6' 9' 5° 9' 9' 11' 1" 11' 6' 13' 2" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 11111111311111111111 #2 #3 5' 5° 8' 6' 9' 1' 11' 0" 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0°VO 1x4 Braces shall be SRB (Stress Rated Board). DF L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8" 14' 0" 14' 0' 14' 0' 14' 0' wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B n _#1 / #2 6' 1° 10' 4' 10' 8' 12' 2" 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, d SPI-r #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0° 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: L. U H F Stud 5' 9" 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" Wind Load deflection criterion is L/240, - 1 I Standard 5' 9' 9' 4' 9' 11' 12' 0" 12' 6' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 ptf over x #1 6' 4" 10' 6" 10' 10" 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load), C5 SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12° plywood overhang. DF L Stud 5' 11' 9' 10' 10' 6' 12' 1" 12' 7" 14' 0' 14' 0" 14' 0° 14' 0' 14' 0' 14' 0' Standard 5' 9" 8' 8' 9' 3' 11' 7° 12' 5' 14' 0' `14' 0' 14' 0' 14' 0___14' 0' 14' 0' - - - ----_ ------ - - _— --Sym. --- — ---- _-- ---- Attach 'L' braces with 10d (0.128"x3.0' min? nails. About l I JJ 1 'J 40 in 18(1 end zones andpsa o.c�ils at betwee 2' zones, `� Gable Truss �' Diagonal brace option )IE (For C2> I'D' braces- space nails nt 3' o.c. InSB' enzones and 6' o.c. between zones. Pk Ali vertical length may be ^,�doubled when diagonal 18' 'L' bracingst ben minimum of 80% of web 4� member leng .brace Is used. Connect L I �diagonal brace for 335# "L" tI `at each end, Mnx web Brac�_ �� Ar,� GablVertical Plate Sizes total length Is 14', Vecal LengthNo Splice 2x4 DF-L #2 orLess tn 4` 0' 1X4 or 2X3 Greatethan 4' 0', but better diagonal 2X4 Vertical ten tin shown brace; Single18, . 1e55han 11' 6'9 31( + Greatethan 11' 6' 3X in table above, or double cut ; 0 + Refero common truss design for '1 45" Cas shown) nt _ 1 7T n � n�upper end. O 0 11 LI� 10- u I I 0 L7 ,� peak, lice, and heel plates. / continuous Bearing/ / / / / Refer to the Building Designer for conditions Connect diagonal atIII midpoint of vertical web. P . length. not addressed by this detail. Refer to chart above for r. ! v v wwVURNINCdww READ AND FOLLOW ALL NOTES ON THIS D 'il �/ - 1 REF ASCE7 10 GAB12015 ww[NPIN2TANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ‘� G �E 0 Trusses require extreme care in fabricating,Component handling,gshipping,m tion:, and bracing. )Refer to and 19575 ti DATE 10/01/14 follow 'the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA?for safety practices prior to performing these functions. Installers shall provide'temporary bracing per BCSI. ' r Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 ,,,, shall have a properly attached rigid ceiling, Locations shown For permanent lateral restraint of webs �I _ (('�1 r'—, l7 shall have bracing Installed per BCSI sections B3,87 or BIO, as applicable, Apply plates to each face �� - 7„,..,21- /i I I I I I)-I I\\li I l of truss and position as shown above and on the Joint Details,unless noted otherwise. " 'L—u U v 1 Refer to drawings 160A-Z for standard plate positions Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from .I.{°1R2('wC�N AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 0 IL7T I�IT� MAX. TGT, LD. 60 PSF installation& bracing of trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 14)'lin,20,1/44 G`fi in engeering responsibility solely for n the design showThe suitability and use of this tlrawing T V 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect, OL B . Earth City,MO 63045 For more information see this Job's general notes page and these web sites: MAX, SPACING 24,0" ALPINE: www.alpineitw.comi TPI:www.tpinst.orgl SBCA,www.sbclndustry.org,TCC: www.iccsafe.org e__ * - ip rave De tajS Hip Frame B W4X4, Min. II 4 o— -- 24 : 1111111/1111111111111111111 a CO sons e Typ, 11=111111111111,8111111111111111111111111 W1,5X3 1 M� MI Typ, - �. M ISI+;`�_M ,��;�;!�;��, � Stepped Hip 111706 +��i��`'� System Trusses 2x4 Chords , 2x4 Purlins �I ► !i!E!!I!IriI ceSetback �4I1i1.tt1I. ,��• Sheathed Chord Area .....A Hip Frame* • • ILL ,,-� B Bottom Chord W3X4, Mni . o- Attach hip frame to flat chords of stepped hips at alt overlapping points with 2-10d (0,148x3") W3X4, Min, Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") nails @ 6" o.c, maximum spacing. Hip frame stops at plumb cut of Hip Frame Section B-B jacks to maintain pitch continuity, ✓- * Hip frame lumber is SPF, So, Pine, HF, a or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, R' Hip frame chords may be trimmed up to 2" to fit, - - purlins must be intact and properly attached, H Setback _ Stepped Hip System Trusses Use this detail for. Hip Frame provided by truss manufacturer, ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip frame is designed to provide bracing for flat ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To h'. '_ ,"F�spurlins. ssWARNINGIws READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 4' t1 1 l hl�'F REF HIP FRAME s5INPORTANTws FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 19575 y ---------- ------ - Trusses require extreme care in fabricating, hondling,shipping,installing and bracing. Refer to and r DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety f practices prior to performing these functions. Installers shall provide temporary bracing per BCSI, -"- ---'-' ---' Unless noted otherwise,top chord shah have properly attached structural sheathing and bottom chord 1�.-"...• DRWG HIPFRAME1014 ,,, shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs ________ (� I�� I7 shall have bracing Installed per BCSI sections 83, 87 or 810, as applicable. Apply plates to each face 1 9/20 /il I I I I� I Imo\ i I I f of truss and position asshown above and on the Joint Details, unless noted otherwise. 4.—, II`�ILI, ii \VVI Refer to drawings 160A-Z for standard plate positions 129WAN AN ITW COMPANY Alpine, a division of 7TW Building Components Group Inc. shall not be responsible for any deviation from / ,I '5 this drawing,any failure to build the truss In conformance with ANSI/TPI t,or for handling,shipping, /Aft 444 20,j99d installation&bracing of trusse A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional OC.. 5i1 w Olr engineering responsibility solely for the design shown. The suitabBFty and use of tHs drawing •� for any structure is-the responsibblty of the Building Designer per ANSI/TPI 1 Sec.2. 1338Earth City, M 63045 For more information see this Job's general notes page and these web sites. Renews 6/30/2018 Earth City,MO 63045 ALPINE, www.alpineitw.coml TPU www.tpinstorgt SBCA' www.sbcindustry.org,ICC, www.lccsafe.org