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Plans (107) - SNett--\ ./ .-No-mmon t z c3 Ii I i P U E I —K.., 115-1' co I I it I I PATIO 12° i MAIN FI_CR's" E-2 P 1 1 J EI,OTOLu 1 / \ I = I \ 4 EL OI zl qy , I GARAGE': I I 11\ CY) :221 'f: I I CC) I I - _ _ • II i''''‘I _ _ Ci) 1 i 1 4"CONC 9..17 DRIVEWAY I 1 & 5 0 I kl. .1) 0500 P51) . , L .1.------A- 40 i'- / ° • . C., ,1, 1 1 1 •6 8 .. .............../9.9' \:- a 2 . _ .. ..........._... _ 4 w m S95753E a 1 s 1 \ 4 tt .... 4. .0 0 13 I CD t RUE r > U) rt MIMI 2 . • ...... o. (1) .5 _ ,, o. as :1== tie)1/4-i'l SW INEZ STREET 26 DEC 2017 MRR SCALE 1 " = 20 ' - . /,/( ALAN MASCORD DESIGN ASSOCIATES.INC IS NOT CITY OF TIGARD 2219 LIABLE FOR THE ACCURACY OF TNN TOPOGRAPHY INFORMATION IT IS THE SOLE RESPONSIBILITY OF THE IRMA DELL BUTTERFIELD PARK , LOT 1 ,..... / % / BUILDER TO VERIFY ALL SITE CONDITIONS,INCLUDING ANY FILL PLACED ON THE SITE AND NOTIFY THE OWNERS OF ANY POTENTIAL FELD MODIFICATIONS COLLECT ION BY FOUR D CONS ALAN*MONO vriA40100tiar.INO. ( 7,004 SQ. 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C O > " 0 Desc.:BUTTERFIELD PARK LOT'I 11 0 .., m - to •••••/ ADDRESS: - --,-:-.-i-7-„----.7-7---- z ° z Designed by:IKE ISAKSON P 2 P .„-T4„..."_..., 9,-5..-,...gg..., ...•cx,ea•set,A4vuto, Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6V7175Z0719135007 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- T IGARD, OR 97223 Model Code: I RC Truss Criteria: I RC2012/TP I-2007(STD) p PROs Engineering software: Alpine proprietary truss analysis software. Versions 16.01, 4. F% Truss Design Loads: Roof - 42 PSF 0 1.15 Duration c�5 NA I(V) F 0y Floor - N/A 19575 �r Rind - 120 NPH (ASCE 7-10-Closed) Notes: 12/ 9/2017 fif 1. Deternination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of 9R�""-20,19 ,' record, as defined in ANSI/IP! 1. ��D W 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 CT 1C11t9 azo W Ieal Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST10-12015EC1-HIPFRAE- Subnitted by GRH 13:48:19 12-19-2017 Reviewer: JCJ $ $ it 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--CS 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 13566-4 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 E ` < Bot chord 2x6 DF-L SS :61 2x6 DF-L #2: t 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. IC- 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 TC 0 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 1.5X401 3X5= 5X7= B T T3 � 8 g 6X8 0-7-4 �� 3X7�� 6-7-4 _i_ �� ff ED .. W9� Wll T 0 18-2-1C 61 1.5X4111 3X10= 4X5= 3X5=_ 4X8= H1010= 3X5(81) = :1111411111 0-5-12 1.5X4 111 .\ 5.07 i-- T L 16-2-1C 3X10(D1) Li-6_O '-'-' - 1- - I-, 5-10-4 5-10-7 5-10-7 5-10-7 3-10-4 -7-: 3-6-12 -c 6-0-0 _I- 17-3-12 _I_ __ 27-3-12 y 27-3-12 I 5-2-4 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) . O PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.0# ., .9 .0 OR/-/1/-/-/R/- Scale =.23"/Ft. _ Truss Components of Oregon (503)357-2118 ...WARNING!". READ AND FOLDS ALL NDTES ON THIS DRMINDI ki 'O,y TC LL 25.0 PSF REF R7175- 13538 - 825 N 4th Ave,Comelius OR 971)13 "DANT" GDmII THIS DMu1ND TD Au caNlnAc7oes I NCLIA)I ND TIE INSTALLE85. Uj�� f :::::::::::I7:::::::::::::L: ::: ::::::::111:11, rerlra ewcreme<wra;n ranrinan-inn, na„du nn. wm rrg. insninn a,vl nraning. Rafar raandf"naw19675t etll tion of BC51 (Building Component Sa feiy Information, by TPI antl NTCA) for sefeiy practicae priorming,,,aye inner n,, Inaiollerwshall provide temporary bracing par Id SI. Unlet noted otherwise, �rTC DL,41164, 7,0 PSF DATE 12/19/17 snagl have proPerlY attached s ural slteathirg and bottom<fprd shall have a p�aperly�t��thedBC DL 10.0 PSFling. Locations shown for per t lateral restraint of webs shall n ve bracing Installed per SCSI DRW CAUSR7175 17353011 ,4 -��� S!, S/ur tliU, ns appl,<aLl e, apply Pla tan daub race "u tarty puss t,un as stluwn aWvn arW un ,��1 y Detail9, un lass noted otherwfsa. Betel"to drawings oA-z fes addend Plata Positions. 1 •/GO BC LL 0.0 PSF CA-ENG JCJ/GWH a tli vlsl on of IT11 Building components troop In<.shall not be responsible far arty devletion trot this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. 0 AN IT'WCOMH4Nv frmtell®clan 6 bracing of trusses. TOT.LD. 42.0 PSF SEN- 269651 . ...I on this drawing or cover page listing this drawing, Indicates.00.pta .of profeslmsl i oori -y V°n.20,19� !, responsibility solely for the design shown. The suitability and use of this drawing for any structure is v. O I 0 W.��/ DUR.FAC. 1.15 FROM I KE responsibility of the Building Desi ` 8351 Rmzre(5rde ro goer per ANSI/TPI 1 s.o.z. sada ItC 958zs an more information nlejob's panoral .opage and thnwa web w SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:ws.al pine ltw,com<TPI www.ipirrai.org;RICA:wew.sbcirMusVy.aom: ICC: ws.i ccsafe.org Renews 8/30l2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - Al) 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. 4X5EE. 1.5X4 III 5X5= Ell I} In --1 8 T 1.5X4 W3 W5 4X5�� 8 5-11-4 2-0I-4 0-7-4 11-1 MIY i 11111 iji 18-2-10 T 11 3X7(64)(R) III 3X5= 3X5EE 3X5= 3X5 III 3X7=— L1-6-01 -1-II -s-1 _ - s-: 8-0-0 6-7-14 6-7-14 5-10-8 I- 8-0-0 13-3-12 ._L. 5-10-8 J 27-2-4 Over 2 Supports >] R=1285 U=76 W=5.5" R=1183 U=60 RL=96/-95 Design Crit: IRC2012/TPI-2007(STD) a O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.$• .+' . FFS, OR/-/1/-/-/R/- Scale =,283"/Ft. Truss Components of Oregon (503))357-'1118 ••WARNING!`• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��5 G 1 N F 825 N 4th Ave,Cornelius OR 97113 ••opoRTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 11E INSTALLERS. (`� y TC LL 25.0 PSF REF R7175- 1 3539 Trusses regnire extrema r in fahrlr:nt.Inq. handling, shipping, installing d h 'ing. Refer t. and Follow 19575 - the latest edition fBCSIc(Building Component Safety Information, by TPI and NTCA)r r safety practices priorr TC DL 7.0 PSF DATE 12/19/17 u perfermintg these Functions. Im Lallersshall provide temporary brwchry per BCSI.foUnless noted otherwise, f �1 Cop chord shall have properly attached stn ural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 17353012 A rigid ceiling. Locations shown r permanent lateral restraint of webs shall have bracing Installed per BCSI -, r. �Q 1 se,Liuns B'!, H/ut B10, as applicable. Apply plates to each race ur trussand position as slaw.above and un '•/�O / II the Joint Details, unless noted otherwise. Rarer to drawings 160o_Z fortandard plate poeitlona. BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of TTM Building Coaponents Group Inc,shalt not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/Tel 1,or for handling, shipping, /� OREGON J AN ITwCOMR4NY installation Y bracing of trossos. Y� TOT.LD. 42.0 PSF SEQN- 269613 . A pal on this erasing or cover pege listing this brewing, Indicates ppptanoe of professional snRlnr.rlrg 9,Q v$A.20 1994' ,i p respolbi l ity solely for the design sheen. The sultabi i Ity am use of this brewing for any structure Is the OC D W. DUR.FAC. 1 .15 FROM I KE 8351 Rovaca Circle reepon♦lbi l lty of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA95828 Far more information , general a page add t wdb g SPACING 24.0" JREF- 1W6V7175Z07ALPINE waw.alpineitw.com TPI wwwtpljob's ,org; MICA:www.sbcintluatry.om, ICC wp.hccsafe,org ReD.VIs 8130/2019 i 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 2 if r 1.5X4 111 1,5X4 III 9 C —1 8 W3 7-3-4 8 �— W2 W6 W5 3X5(R) III lb _ 2-0-4 0-7-4 n 1MIIrl OA T 18-2-10 1 3X7(B4)(R' III 3X5, 3X5= 3X10= 1.5X4 III 3X7= L1-6-d 7-4-4 7_7_12 -1- 7-3-104-7-1 7-3-104-7-14 'L 4-7-147-3-10 I 2-7_12 xli 56-2-12 -2-12 L— 10-0-0 ,L 9-3-12 .L. 7-10-8 ,j 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) , PRW PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. i .i FFS OR/-/1/-/-/R/- Scale =.283"/Ft. Truss Components of Oregon (503)357-2118 "WARN ING I'e READ AND FOLLOW ALL NOTES ON THIS DRAWING! C,1 W �� 825 N 4th Ave,Comelius OR 97113 aeHes WVRTANT^ FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �� FFA Oy TC LL 25.0 PSF REF R7175— 13540 Trussrequire extremanone In fehrlr:aclnp, handling, shipping. Installing and bracing. Refer to owl follow 19575TC DL 7.0 PSF the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices priorDATE 12/19/17 w per-rut-ming these tura, rn. Ina Leel lir rental) provide Lamparnry bracing per tlCsl. Unless noted otherwise, a /h top chord shall have properly attached structural sheathing and bottom chore shall have a properly attached ` BC DL 10.0 PS F A rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! DRW CAUSR7175 17353013 A LLO`{1N E the onscin tlD B/or-unless an applicable. e lather. APPLY platen Lu each face or Lou and pusslite as shown above and un GG41/ J he Joint Details, unless n tad otherwise. Rarer to drawing,l not aforesponsibtl plata any deviation 1 a/20 BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of ITN Building tht Comuss in its Group inc. shall t be for for responsible for any depletion from this drawl ng, any fella,to build the truss In conformente with AN51/TPI 1, or for handling, shipping, 0 OREGON AN ITW COMPANY Installation A bracing of trusses. .+ TOT.LD. 42.0 PSF SEQN— 269617 . A e..1 en this drawing or cover page lifting this drawing, Indie.tos esoeptenee of professional engineering Von.20,10% responsibility solely Por the design shown. The suitability end,se of this drawing for any stricture is the 8351 Rovana Circle ronpaalbi l icy of the Building Designer per ANSI/TPI 1 S.c.2. OL , W a�� DUR.FAC. 1.15 FROM IKE sacr nto,CA95s28 War mar= information Isjob's g noel notes Page ami t SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:www.alp llxitw.com;TPI frwv epi rrst,org; PTCA: www.sA intlustry.a:am; ICC: wwx.iccsa Pe.erg Renews&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 - 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 @ 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—= 4X5EE CB le 3X54% 3X5% W3 W4 (a) W5 * ---1 8 8-7-4 8 4X5 A 2-0-4 0-7-4 0 mo 111 -+- _L18-2 10 TIffil 3X7(84)(R) NI 1.5X4 III 3X5= 3X5= 3X7= =3X53X5 10 L1-6-d 7-4-4 'Ec 4-7-12 4-7-12 4` 5-3-12 5-3-12 'I 4-7-12 3.I 5-2-12 5-2-12 Si -W-f - - - 1-: f< 27-2-4 Over 2 Supports >I 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. 10i' .FFA OR/—/1/—/—/R/— Scale =.283"/Ft. Truss Components of Oregon (503))357-2118 ••WARMING!•• REVD AND FOLLOW ALL NOTES ON THIS DRAWING! REF 87175- 13541 825N4th Ave,Cornelius OR97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��� �GIW��� OZ TC LL 25.0 PSF Trusses require extreme oars in Tnbrinating. handling, snipping, Installing and bracing. Rarer to and follow the. latest edition of BCS! (Building Component Safety Information, by TPI and PTCA) for safety practices prion 19575 9 Lip TC DL 7.0 PSF DATE 12/19/17 u pchord ha deed %'properly attached arsuctur provide h emwd bo tom bracing per ell .a Bole.pr rested attachede. r too chord snail have properly a t coed str ural sheathing and bottom chord shall have a properly attached h n rigid telling. Locations shown r permanent lateral restraint or webs shall have bracing installed per BCS! BC DL 10.0 PSF DRW CAUSR7175 17353014 �1��� �� sections B3, Bi or-Btu, as applicable. Apply plates to each lace or cru and penults as sham above are o 4�' A L the Joint Detai la, unless noted otnarwisa. Refer to tlrawings i60A-Z forsstantlard plate poslYions. 1 920 7 M Pine, e a:isien of I; Building CemPonenYa Cr.:: Inc. :nail not ba rs:pe„sibie for any%aviation rrom thin BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any failure to build the truss in conroroarre with ANSI/TPI 1, or for'dandling. shipping, 0 9/20 7 AN ITR COMR4Nv installation A bracing of trusses. TOT.LD. 42.0 PSF SEQN— 269619 . A west en tlhle ersing ler ebbe,'pep listing this dr.winp. Indicates eooeptanee of profwlensl engineering 9 Van.20 00% responsibility solely for the design sheen. The suitability and me of this drawing for any structure Is the /rye 8351 RovarlaCircIe reeperalelllty or the Building geslgner per ANSI/TPI 1 See.2. •Q •�� OUR.FAC. 1.15 FROM 1 KE Sacramento,CA 95828 for more ion his jobs o t b co w ALPINE:www. 1 heitw tom information general n s page ono r a pin TPI: PICA: www.sbclndustry yam,ice':rew.ittaa e.arg SPACING 24.0" JREF— 1 W6V7 1 75Z07 Rensuis anrUOmd • 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 4 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= 4X5m---- 8 3X5 3X5' 9-114 Asid • 4X5 2-0-4 0-T4 / � l iii = 118-2-10 1.5X4111 5X10= 3X5= 3X5= 3X5111 3X7(84)(R) III L1-6-0 7-4-4 _I_ 6-7-12 - - _ _ 14-0-0 -3- 11-10-8 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) 16.01.0. 'e ' *FFA OR/—/1/—/—/R/— Scale =.27"/Ft. Truss Components (503)357-1118 a'WARNIMGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING] G> GIN po "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F -sr/0 TC LL 25.0 PSF REF R7175— 1 3542 825 N 4th Ave,Cornelius OR 97113 0 !� �/0 Trusses require extreme re in fabrirntinn, hurdling, shipping, installing and bracing. Refer.n and follow 19575 .r.A TC DL 7.0 PSF DATE 12/19/17 the latest edition ofBCSir(Building Component Safety Information, by TPI and WTCA) for safety practices prior /� � to par-flu-minghrhe I have ['unctions.attached Installers shall provide temporary tom fhb per-BCSI anless properly attached . , noted1 to chord ahali nava ri dense s and p properly a t oral sheathing bottom Chord shall e a pi'hstalY attached BC DL 10.0 PSF DRW CAUSR7175 17353015 rigid ceiling. Locations shown for permanent lateral int bs hell have bracing installed per SCSI / � 'n,Liunn tl!, tl/or tl1U, as applicable. Apply plates to tench ,'due or truss and guar lr un ns nlxswrr above and on i- � _ I Q10^ I the J,oint Bata:la, unlade,:tad atnarwisa. Rarer to drawings,.gA_Z fpr'gtandare plata pyaitiane. 1 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH �=1 IL,P0' V Alpine, a y fai iur of Ubu Building Components Graup I c.snail rat be responsible for eny shipping, OREGON from this drawing, any failure to build t rues in conformance with ANSI/TPI T,or for handling. shipping, OREGON AN ITW COMR6.NY i nstaI Iatinn a bra=ing or trn..n..` - .r1 TOT.LD. 42.0 PSF SEQN— 269621 . A ..l on this drawing or comer page listing this drawing, Indic.tw wo.ptanoe of professional engineering 9 'lit,.20 19tl- rwes WwpOreibiIity solely Tor the design sheen. The solubility and use or this drawing for any structure le the R^ti/� • W.�� DUR.FAC. 1 .15 FROM I KE 8351 RovR Circle rpenwlbl city of tile Building Dwlgler par ANSI/TPI 1 Son.2. Sac[Nm„to,CA95828 For mora1nformm ion ,his job's general page and these web ALPINE: wwv.alpiieitw.com tTPI w w .tp:rmt.org; ATCA:waw.Sbcinddatry.com; ICC,sites:wwr. .rcsare.og SPACING 24.0" J RE F— 1 W6V71 7 5207 Rennes A/4IIISAIO • 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 2x4 HF #2 :T3 2x4 HF #1&Bet.: I 2 Bot chord 2x4 HF #2 :82 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 w12.00" o.c. :W9 2x6 DF-L #2: Bot Chord: 1 Row 010.75" o.c. :Lt Wedge 2x4 HF Std/Stud: Webs : 1 Row 0 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 3X5X5 4X8 4111111111161, T3 12-4-8 —Ii�8 SX10� 0-7-4 i_` 3X7mil o� d B2 E,�w 4_18-2-10 4X5(B2)(R) III 1.5X4111 4X5= H1010,4X12= B3 0-5-12 3X10= 1.5X5.107 II ."'"0-.. TL16-2-10 -6_0 3X12(F2) - - S 7-4-4 7-3-10 7-3-10 5-4-4 -7-: 3-6-12 14-7-14 ..I. 17-10-2 27-3-12 —I` 5-2-4 'c 32-6-0 Over 2 Supports R=2008 U=154 W=5.5" R=4472 U=292 W=5.5" Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 16.01.�a FFS ( ) ( ) ,r OR/-/1/-/-/R/- Scale =.215"/Ft. Truss Components of Oregon (503)357-1118 •*WARN IMGI•• READ AND FOLLOW ALL NOTES ON THIS DRONING! .9 GINE 825 N 4th Ave,Comelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. t.W �n y TC LL 25.0 PSF REF R7175— 13543 Trusses tenni.extreme r in fahricnting, handling, shipping, installing and bracing. Rorer t. end Follow 19676 -I` — the latest edition of BCSIr(Building Component Safety Information, by TPI antl MTCA) for safety practices priorr DATE 12/19/17 Lo performing th func Lr ns. foul-elle.ehali provide temporary bracing per SCSI. Unlet nolad uLLfmrwrse. �, TC DL 7.0 PSF top chord shall have properly attached structural sheathing and bottom chord shall e a properly a tac0d BC rigid ceiling. Locations thwart for permanent lateral restraint of webs snare have brach ng installed per scsi �s ''j DL 10.0 PSF DRW CAUSR7175 17353016 A�P0 N the Jin tlD B/lir B1Uunless ns appinoted other Apply. R plates to eacwing lane trussand position ns sl trot dews and on 1 /�O ' the Joint Details, unless oBtid otheCoipe. Rater'up drawings 160A-Z far pandard plata any deviation BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine. s division of ITN,Building Components Group Inc.Shan not be responsible for any devlau on tram this OREGON drawing, any failure to build the tress In rnnform+nce with ANSI/TPI ,. or for nandii'9. shipping. TOT.LD. 42.0 PSF SEQN— 269653 AN ITP COMPANY mn ace a t I on A brae ng of srassos. A weal on this drawing or*over page listing this drawing, ledio.tse acceptance of prof..siasl.Ygirwrinip n.20 'l9 responsibility solely for the design shown. The suitability and me of this drawing for aro structure is the8351 totem dada rweporsibi I lty of the Building Deeign.r lar ANSI/TPI 1 S.d.2. OC D W•�� DUR.FAC. 1.15 FROM I KE saeNgeDa,ca9sazs ror more information o himbjob's n.o,goner.WTCA a Gaga a0 ,woe ICC, SPACING 24.0" JREF— 1W6V7175Z07 ALPINE: ,rw.al Pliwitw.com tTPl sww.tpl nse.org;NTG:ww.sE irrtlustry.00m: ICC: www.rc<sa re.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 - 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 7- �� .4%1%%N\41, 3X5 3X5'B • 8 • ` 3X5 8 r— 12-4-8 • 3X10@ 0-7-4 _ I _ ■■— I ��` 18-2-10 T1.5X4 III 3X5= B2 4X5- 5X7(64)(R) III 3X10= H0612 63 0- 7 5.07 L— T _L 416-2-10 3X10(86R) -6_O 0-0-8 I 7-4-4 �L 7-3-10 < 7-3-10 + 5-2-R ,J 5-4-8 7-4-4 'I' 7-3-10 7-3-10 5-4-4 I` 5-2-12 14-7-14 1_ 17-10-10 27-3-12 fl 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: IRC2012/TPI-2007(STD) 0 PRO PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.0, ,� - FST, OR/-/1/-/-/R/- Scale =.23"/Ft. Truss Components (503)357-1118 "'BURNING!" READ AND FOLLOW ALL NOTES ON THIS DRANINGI �9 eiNF REF R7175- 13544 po ••INPORTNr•a FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. c. y TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 _ �J' Trusses require rit w r in fahrlreting, handling, whipping, installing and braving.Rarer t and follow 19576 DATE 12/19/17 the latest edition ofrBCSlr(Building Component Safety Information, by TPI and RICA) for safety practices prior .performing these ['unctions. Inetelle,s bran provide temporary bracing per BCSI. Utiles,noted otherwise. �, TC DL 7.0 PSF cop chord shall have properly attached structural sneathirg and bottom chord shall have a properly attached BC DL 1 0.0 PSF 011216,4,. rigid penins. Locations Brown for permanent lateral restraint of wand mall have brapire installed per Bell at� j DRW CAUSR7175 17353017 *s senors 8a, Bi w-810, as applicable. Apply plates L.each race of trn -and cosi Liori as shown above end e !LIN INN the dint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. i 9i20 �=1 I�—, BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of ITR Building Components croup Inc. shall not he responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITWCAMPANY installation a bracing of trassew. an �, TOT.LD. 42.0 PSF SEQN- 269611 . A vel on this drsing or cover pope listing this dre.lrg, indicates acceptance of profeeeipnel engineering 9 " 20 19 / responsibility solely for the design shown. The suitability end use of this drawing>or aro structure is the "POS W•t� DUR.FAC. 1.15 FROM I KE 8351 Rrnana Circle r..ponalbinty of the Building Designer per SI/TPI 1 Sec.2. Sacramento,CA 95828 ror more Information sec this fob's generalpage athose web sites: ALPINE: www.alpineitw.com; TPI: www tpinet.org;RICA:www sand hcinduetry oRe om, ICC: ww.iccsofe.org newe8/90/2019 SPACING 24.0" JRE F— 1 W6V7 1 7 5207 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' 4. I 8 3X5 • 3X5 0 i 10-4-8 8 1— 0-7-4 0-7-4 All' Illillhillillih011 ...i_ / � lA111111 ■.— J 18-2-11 T 1.5X4111 3X5= 1.5X4111 3X7(A2) III T 3X7(B4)(R) III 3X7= L1-6-0 1< 7-4-4 >I< 7-3-10 >I< 7-3-10 >Ic 7-4-4 >I 1 29-3-12 Over 2 Supports 1 R=1383 U=102 W=5.5" R=1270 U=79 RL=181/-191 Design Crit: IRC2012/TPI-2007(STD) .fcp PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'4 `rS> OR/-/ 1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503 357. 118 "NIMBI" w READ OD FOLLOW AUL NOTES ON THIS� INDI , VI �� O'L9 IC IL 25.0 PSF REF R7175- 13545 825 N 4th Ave,Cornelius OR 9713 ..IWPORTANT'a FURNISH THIS DRAWING 113 ALL CONTRACTORS INCLUDING TIE INSTALLERS. Triomf.,require extreme re In fnPrIr:aring, handling, "hipping, in`tallirgl and bracing. Refer to and rnllnw '19575 the latest edition fSCSI`(Building component Safety Information, byTPI and vrcA) for safety practices prior5111 TC DL 7.0 PSF DATE 12/19/17 u performing these rurw ti una.. Ina tnllerf shall provide Lampurwry brnclrIS per SCSI.a Unless rw Lad otherwise. top chord shall have properly attached structural sheathing and bottom chord shall h a properly attached rigid ceiling. Locations shown for permanent lateral restraint or webs shall have bracing installed per BCS1 4- BC DL 10.0 PSF DRW CAUSR7175 17353018 ,4�t l� ueuo uns BT. ei or- a.npplrcnbin. Apply plate. each race o ttu nw now trvn an ahnwn above and nn I 9/2017 o he Jcint De dila, ""leas nota ether»ice. Rarer to 0rawing.,enA_z rprastandard Plata posrtlm s BC IL 0.0 PSF CA-ENG JCJ/GWH Al pi .. a m vision or I R Building componan s croup Inc.shall t be resPo rsim a for any deviau on from this OREGON J drawing, am failure to f cro the trnes in conformance with ANSLTPI ,,or for Handling, shipping, 9 `en 20 ,gum TOT.LD. 42.0 PSF SEQN- 269655 AN tT'W r.OMR4NY rawi ng, any A brad ng or trusses. . A sal on this drawing or cover page listing this drawing, indiceta coapt+nae of professional engineering res{wroibi l ity solely far the deign shorn. The suitability and um.of thio drawing for any structure is the O,t 0 W•�►� DUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle reSponeibl lily or the Building Dalgner per ANSI/TVI 1 Sec.2. Sacramento,CA 95828 der more , lens =g enol a page ad=baso web SPACING 24.0" JREF- 1W6V7175Z07 ALPINE: .al pine TPI'. www is t.org; Mora:notes so ICC:itee,ccsofe Long Renews 8/3012019 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 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 812.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Wind loads and reactions based on MWFRS. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails SPECIAL LOADS in each row to avoid splitting. (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC - From 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) III DL=6.0 psf. A Deflection meets L/360 live and L/240 total load. Creep increase 7- 8 r- 4X8 —1 8 factor for dead load is 1.50. 4X8 10-4-8 0-7-4 0-7-4 �1 I gnu I r ■■ ; 18-2-10 5X10(B8R) -..-s 3X10111 H0508(**) = 3X10111 5X10(B8R) T 8X8EE 7-4-4 4.1c 7-3-10 > t 7-3-10 >I< 7-4-4 >I 14-7-14 -J- 14-7-14 -J 1 29-3-12 Over 2 Supports :) R=6412 U=556 W=5.5" R=6730 U=635 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF.. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.6• ssi OR/-/1/-/-/R/- Scale =.23"/Ft. 1 ••WARNINGI"• READ AND FOLLOW ALL NOTES DR THIS WRING/ I A�1 TC LL 25.0 PSF REF R7175— 13546 Truss Components of Oregon (503)357-_118 FURNISH THIS DRAWING TO ALL CDl/TRACTORs INCLUDING THE INSTALLERS. N� '�F O 825 N 4th Ave,Cornelius OR 97113 ••IWrowTANr.• 19575 Trusses requiresextreme ot ems r In♦ahrirating, handling, Whipping, installing end bracing. Refer t and follow r the latest edition wr ofBCSI`<Building Component o t safety Information, by TPI and DTCA, for safety practices prior ,40111,,40111, TC DL 7.0 PSF DATE 12/19/17 u performing mfunctions. these u tr ns Installers shall provide i.empurary bracing per BCSI. Unlessnoted otherwise. Cop chord shall have properly attached structural sheathing and bottom chord shall h a properly attached �i rigid ceiling. Locations shovmtfor restraint o g rg permanent rest f webs dull have bracing installed r SCSI A' BC DL PSF A s 71 Pe 10.0 S DRW C U R 75 17353019 t• a� is Bd, Bi„ nm, applicable. Apply plates to each race"r trussend position es shown ab"ve arta"n 1. 1 9/20 7 ' O the`Joint Details' unless otherwise. Refer to drawings 160A-z for standard plate Pbsitions. BC LL 0.0 PSF CA—ENG JCJ/GWH 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 truss In conformance with ANSI/TPI 1.or for handling, shipping, wilj AN nes coMR4NY installation A bracing of trusses. •9n 44420,'WI*. TOT.LD. 42.0 PSF SEQN— 269681 A seal en this drawing or cover peg.listing this drawing, indicates eoceptenee of prof.eslensl engineering responsibility solely for the design*noon. The suitability and w of this droving for any structure is the ,TOL D VI•�� DUR.FAC. 1.15 FROM I KE 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. — Sacramento,CA95sz8 For more information inf=rma ion athi Job'.general „o tos pogo and t sob s ALPINE:wes.alpiuelmtTPI: OPi .0rg; scome ICCwww.iccso Te.org Renews 8/30/2019 SPACING 24.0" JREF- 1W6V7175Z07 THIS DV. 'I FROM COMPUTE' ',11 , 3ADS & DINERS '-=,S'„ . ..'i I TTED BY TRUSS ,'T ( --FOUR D C:,S - , -ION CO, -I,,,I ELD PARK I . TIGARD, C '''23 - B) T - -: d 2x4 DF-L 11 . , :T2 2x6 I .,- 13 2x4 HF ' .:: (**) ra : . :(s) requir .:;1:,,,-- -II position ....: ..ifer to sce :csae B , ,- _, ri 2x4 HF #"' plot :,r l',... - for speci,- 1 - :ioning re 1 I' -.- its. s 2x4 HF Sr /.., :M5 2x4 HI m:- : ,s 2x4 HF S_ ,/... Jr : 120 in-,. ., .. , 22.32 ft -a... it, ASCE 7. 1 SED bldg, anywh--e -oof, RISK 14,' EXP B, w A :: "IL=4.2 psf, ..'i -- .,C S. : '',:":, A12030ENC' -1':-, GBLLETIN11 '1., lABRST1010" i --.able wind DL=6;:, b .,-1:: requi remen,_ -. Wind a, - - id react i a - I.- -,3 on MWFRS ,:i'I, --d i t iona I C ; - :er B-.:.t..' _lord check.-.., ,- 10.00 psf r a', . .,:urrent bol, .r. :)rd live It -I des i g Si .11 ,- aer IRC-12 ....a. -.i 301.5. (a) C--t. is lateralii.... - nt equal I:!: -:: -rr_ on member I-_5" :' signed to .„-_la .- . 1-6-0 top -_11- . Jut I ookers ---r: - --ildd iii ng (a : r 1,-:,--,d .:, to exceed - - , me face a . : : : span oppr- '1,, .-ce. Defl e . I ' sets L/360 ..... - id L/240 tr. ..1 -.y-d. Creep I.-,-, -.- i i may be ri:-.i ,:: 1.5" deep ".... 3 '. Along top ( , i.E. facto- f', ' sad load i 1 O N "ri/ERCUT. No ,,n::. - sr other Ii nIr ' lfects al k.':::: ,, hin, 12" c - r.r..' -- as. Do not o ,. in overhang . i lmel panels/ .11 reas. . i - , . .,, 1 I 8-7-4 ..... -, , .,2 .,.., NN - -... 3X5(I: I ' ', dv . „, . '5032)(R) 11 , ... - - i , - , „.:. +., - I -i_. -- ;',,-V//////' /./• ////////, . - ////////.- . 3X5%- i'--- 9- [NNL] , 1.5X4(44) -- '.1-6-06 . 1 .., .1 „ 12-0-01, 2-i , -,...- 10- -- --- 24-0- . I: : 2 Suppor . , - " 39 U=102 111, ' . , PLF U=28 F .--, -1-8 64/-264 N ...i. .-.II Plates 5,1- - .5X4 Excc :',.. - .. Shown. es i gn Cr 1 ..: 2012/TPI --'1) ' - ,,TD) '----,* F Wave IVRT=2%(C ,--/' ',:,) it 0, /).. ...am. j,-.,,,,, _▪ ,,.„ OR/ .1 ; ,' •/R/- S.:. =.283"A - - • - Tr - C., . ents of Orliusegon .'1.:." .,, 18 ---' NIMGI•• READ AP' Eq. ^. CONTRACTORS IRMA TALLERS. ' ,:--' 0 19575 ,i'.., ,▪ -i. TC LI '5.0 PSF -E 27175- 13 .".•' -..,-„•:•. , ,,,ve‘come0E- i ••O -,1, r FLIRMISH THIS DRI: ,c1 ,, ' ri ,, ', TC DI 7.0 PSF ,i1. 12/19/ ,. V ....N. liplisN.,,1147-:-;-_,--,-; ,--,,i`.17..BL:a",."; "-„ :!1% :p.pliV,:.1- ',,: -. ".ra4 ' ', . :' -.Lrrn.".---- .. ,, all --. ,,. BC DI 1 4/20! ' D0 PSF ,1;',',.' J.USR7175 17'...,--„,0,; BC LI 0.0 PSF -,.0, ; JCJ/GWH ..-.-"-1 a g Components, ,p a I I not Oe reaper, . ., r , y<fey.at.on from , \ ''''''' ' 'a::Z: :4'Z.:171,°A-, , ,: .nentrues in con, rrir- .. ANSI/TPI 'I, or, , , M.ppi og, , 'N i.i OREGC14 ,.>" , . e. 101.1 :. 2.0 PSF -,E 269700 ' ',lip en.20,V?..'„-,-0 ,-„,:,,,;;;, ....1 On this Drei '' i' ' ' Iii.Os Inning thi' .rii - , Wein.ileteepter".ial '', ',linen engineer ir,' , ' -sponsibt lite soli- h seise sheen. Ifs. ii- - and owe of this' +MI . any etructure Is DUR.I2,C. .15 r, ,,',. IKE , sponelbi I My of' hi Designer par NMI,. I , '. ilk - -,-;-' 51 Ammar& ,_--0 - "1,Imento,CA 95828 , Renews 6/30/M99 SPAC '‘I ).4.0" , 1 1W6V7175 - ...... ..... THIS ow-. '11. ' FROM COMPUTE' ',II'. DADS & DIMENS 0-,,,s,, ,,,..I 77FD BY TRUSS 'I ,.''---FOUR DCL: S " .. -ION CO. -I;...I. ELD PARK I::, " TIGARD, C',. .-• '23 - B1) 2x4 HF #- 120 al. ..- -. , 22.32 ft 2..-. It, ASCE 7- ..) _ 'SED bldg, pc 6-,. ..- d 2x4 HF # anywh c - -oof, RISK 4' , EXP B, w '1 - ,L=4.2 psf, '','I C s 2x4 HF S_. / . - :W3 2x4 HI 1"., DL=6. p-, 2x4 HF S.-,,/ _. .. ::Rt Wedge 7 4:I Std/Stud: Wind .a, : -id reactia : I-:,=',^1 on /MFRS ,h.it -. ditional (:: ": .. -,er B _t-, :T.iord check - : 10.00 psf c--1 -.,: .::urrent bolrd live desig lied per I °'.-- ' action 301 Defle. .i. - sets L/360 p.,-, . id L/240 tc .3 .-.,..,:d. Creep facto' 1:;:. :sad load i 1 °X5'-.= .., . .. 3X5, ....-' . !.;. 777 7777 :.5X4 ----,. XT.'"7E . '.../. -.... . • ''I 1 ' 4X5(6----;)(12) ,-,..1 ,, 'R) III L1- .''' :!.. 6- " 1 7.1.--c 5-11-4 --I .4 -t.''...- 6-0. 1" >1 12-0- -. ,I_ -1 24 .,1- '. -'ver 2 Sur: -....1-.... 149 U=75 W. -..1-, ' 49 U=75 W._ :1 172/-172 es ign Cri -; 2012/TPI- ,"'1"1 . .TD) .;so PRG,F,, ,-,,, F ' - - . Wave F/RT=2%(C- ,,,'' '.1 lt. CI OR/ '1/ . ./R/- S--.. ', ..3"/Ft -7;/, ,....... _ Tr-.C. - .'ents of Oregon .1';'. `. 18 • ",-'MING)." READ AK" DI ,' NOTES ON THIS OF,' .ii: ••10 -0 — FURNISH NHS DA, rl CONTRACTORS INCLI, 11. TALLERS. ,,c..P NX 'k".t'',,,''',-,';,,,,,, TC LI '5.0 PSF I' , 27175- 13 -E ,! :=„': .?',;-• '1, -I:II'nnt,MPOZ-It '- =CT,: b}:1111"hrZ ''1',' ",' ';1,::;';Zt.72:tf;'' ,': ':''-: '' '1'Air TC DI 7.0 PSF ',,r, 12/19/ .,.. , so cei 1 mg. Lo. . . , ., for permanent 1,. , , I nt of webs shell ',... •r,: -g Installed per 6,- , all ,0 BC DIPSF - -;: 0.0 '1,',',,,' Ic:USR7175 172.1_CI- e alel Joint Cietet Is, e, otherwise. Re,- o --, 160A-Z for star , . 11,1 ' BC LI 0.0 PSF ,A ..; JCJ/GWH a ---,14_,-, N.:1,;::::, ....1p:re. a divistording Components r.--, . ail not be resew, ,, -, , y deviation Prom , OREGC,IKs, /,' a g, any , . ,he truss I n con, ..-Iir , ANSI/TPI 1, or f, z; ,, shi aping, '' ....wamos: '' sv, g , TOT.I _ . 2.0 PSF 'I' ,,„ 269683 . seal on thi•dral '' I . page listing thl' •ra ,,, ndlostee serreptar,el .. -sional engineer I r',. —.0If' ' r 20,1,II0, , -,I,.,:i . I.asponsiblIity sort ,, Aosign shorn. Tte .1 1... • and use of this ,11, . any structure Is ' -101..., „,,,'1,"%;-'''':;-,,/ OUR.I 'C ' .15 1, A IKE , eponsibi I ity of • Rs Designer.per ANSI, I ,,,- . -51Rovana Circle u r :,,,,,--- -;Atted0,CA 95828 ' I nets. heSSPAC 'CI /14.0" ,I', 1W6V7175, Renews 6/80P,,,D19 THIS INi` •11 FROM COMPUTE ',Il GADS& DIMENS r.:=S: . , ,ITTED BY TRUK 1, ( '-1 ,.rrr --FOUR D C 5 "ION CO. -I....I' ELD PARK L. TIGARD, C'r ' '23 - 82) ....... .. 2 0 11 TE TRU .3, '. REQU I R 1:',11 i---- B .. I 2x6 DF-L 2 2x8 DF-L !-,, : s 2x4 HF S. / , : :W3, W4, 1,-, : - -- IF #2: Nail - H. , a:0.131"x3 1 nails a 2x8 DF-L :2 Top C .r Row 012.1 Bot C ,r: Rows 0 6.C'" - , (Each Rot. D 1 - -an meets 11.-- 6 ie and L/2,- - - -' load. Crc, a. _-ease factc Webs Row 0 4 f . - load is 1 r 0 Use e a , icing betor--1 : -',,; and stagf, - - s in ea.. ., :o avoid si 1: S „-,ta --. loads 4" o. - .-- ing of nai . l'. ,3ndicular k- 3 , Ale' to - - ..imber Dur. -c 15 / Plate it ,--;.=1.15) grain e ad in area :),,/,.- -aarings gr.(.....r : Ian 4" C am 67 p 3.00 to / t it 24.00 C dm 20 p :, 3.00 to :: 1 it 18.46 120 m ,,, . , 22.82 ft 2.- _It, ASCE 7- f/ , 'SED bldg, :,c- C -am 10 p , . 3.46 to 1 1- it 24.00 anywh, c• -oof, RISK ;fa EXP B, w J .. L=4.2 psf, -n , C C a- 29.63 lb C. ta -id at 18.4/ DL=6. I.r.J. -C -39.68 lb C c id at 19.9, 2' - 23.94 4X81.) 1' (a) C t. r,as lateral ,2- , nt equal I:.. il: . , on member W d --Is and rea. ,i )ased on NC4'.! 'Ir The m - i ,- aoncentratr : ',- is 6730# ...., W38X8( .,, 1Z , .,N,,,N,,,,,..NiN,„„ 4 W4 1 W' . - ..... . /z, , .,.., .... ,, :..., 0-7-4 - 2:4 III 10' a "' 6X12(R) III / -, '1: -i--- 4- 4X5(61 2.-,,i 5X1 I': r , l'c--- --- - 5-11-2 1( ,.. 6-0-14- ''1"( 2-5 '---'1'----3-5-11-- 1.,_ __ -.. 12-0-0 H '4-0-0 Olp -- ipports R=2/- 1 IA W=5.5" R=969: J W=5.5" es i gn Cri -: 2012/TPI- ,'I) TD) Ito)PR,...,,,,,z-,:-. ._, P ' ' . Wave 1/RT=2%(C ... ' .. ) 1 t 0- 4/. II,0011r: -7_-_,t, -,e*:', OR/ .'1 - -/R/- S.. -‘ =.292"/I .,. „.. Tr - C. - erns of Oregon .'-. - ,- 18 ,,' ziz., TC LI 5.0 PSF "E 27175- 13 ••ur .',I ',. FURNISH THIS DRI. CI CONITIACTORS IIICIA II TA/LERS. ,/,..'-- 19571i ' .,7 05 r TC DI 7.0 PSF ',P, 12/19/ structti, 11,, , and bottom chord ., , proper ly attach. a. '''..,,, , BC DI "0.0 PSF 41,"' ,,USR7175 173::-0 1 -," ',-, :'' " ', .r.r• 1!1 ED ' '', OREGC-N , BC LI 0.0 PSF -P, ; JCJ/GWH : 4 . 4, TOT.I . 2.0 PSF 'E.' ' 269689 seal or,till.Or., ' r , paps listing thl-h's '- nalcatas acceptor r, ri ' --slonal enpineerlr„ opensIbl lit!,selr I, melee+shoran. T... I,-, • and Soot this ,ah . any structure is ' OL D Nir I 1',',..":"Y , , D1.112 1 Rorana Circle „ ,'C .15 E +span.)et Ilty of •' It. , Designer per ANSI. I . .-.SIO'' '5 =alto,CA 45828 SPINE ocr ipi Nmews6/34/PMD SPA(.. ' 1.',..3 14.0" I; 1W6V7175' I.1 THIS D. f',1, - 0 FROM COMPUTI If- , f_OADS & D I MEW' :-9.5,' .- A TTED BY TRUS. fl --FOUR D ( .-ilt,' ' r.TION CO. - ''.IT IELD PARK .."I - TIGARD, .., -. ' '323 - 83) __- ...., :a - ,-d 2x4 HF iir 120 r 1 , ' I, 22.86 ft. K,- -gt, ASCE 7 C. 3SED bldg, o,-: , I -_,(:, .. -.:,-d 2x4 HF ,,,' ' anywI -.1, ' roof, RI% 1.f, , EXP B, s ,c , DL=4.2 psf' 2.',! 3C Us 2x4 HF .'. _.-I/' . :W3, W4 2 ,2: DL=6 L ' . 3 Wedge 2x( Wind Di-. s lnd reactic .i. - ,-..d on MFRS A ,dd i t ional ..0 Der I-.t...:. s:hord check.1 :-.. 10.00 psf ,r T, current bc t::.:.i.,. - .3rd live des is ,D4 - 21 ied per T. ' .ection 301 ..,. Def Ii ... -. leets L/36( i ...., ,..nd L/240 t', ..e. ,..ad. Creep facts.' : „lead load 5(11)777 7,...7.7 ,-. ."•-• ' II -I :18 .. - ,.., 3X5 3X5 ..„ , . i ..,. NN 1 ? -4-9 8- 1.5X4 ' 1 III '...:7-7.-- , -;.,1 III 3X10 L. 5-11-4 i c 1-0 11-10-8 ', 4-0 L._ 18-2-8 R=7; 1 '- W=4" R.; RL:.: E: - ----;--0,. )esign Cr ..., :2012/TPI a:- -STD) . Wave T/RT=295(4 -) ''. A) 1..- ,4..- a• t ....4grAt , . .,2-, ORi ./' '' -/R/- I'.-,-... s =.333"/ - - --- - --, ..; - ''4' — - - lents of Oregon .,::',;'' : 118 -,- RN I NG I" READ,,,•I c '' r L NOTES ON THIS L ,"I", ,(Al ,-'19 \loll ', 4 - ".. 1Ii ' •• , 4. - FURNISH THIS DI - IIII:" . CONTRACTORS IAD IC STALLERS. TC L 15.0 PSF R7175 1 • -,.. 1957.,) ' 7 Aillii TC 1 7.0 PSF ,1 )., 12/19 I VN ..N di, 10 BC E 10.0 PSF ): ' "AUSR7175 17. IA BC l 0.0 PSF : : G JCJ/Gla 0 °REC'DN 'rr ANITWO .. , ,,7,-../ --- -Iraaing, any ratio 7. .. ., the trues rn con. ,.1:. , . ANSI/TPI 1, or ,.., il, . shipping, 'Ag 5 IIbtomAb, -. 5s 'A)"an.20 =,,-14-.;-z,,,',-. TOT. ) 42.0 PSF I i ',, 269671 lull on thie dr.- 'Ig ,- ,page listing tt 5.51,, ..-, Indio...tee accepts -it -5'Wend engineer. . c OL t 0 .., esponsibility so-- 5- desi -Al gn sheen. Tr' y.rd use of Una , d , any structure in ,.,,,,',;"' DUR, '.i.i 1.15 ...seponsibility or 5 1, ,I Designer per Ale , .1 , 2. 351 Rovana Code -----0-"- ff-,ramenio,CA 95828 , Renews&Mora i-0 SPAC 41 24.0" J1W6V717 t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR 0 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 B 6-9-3 S i Ili: 111 111111 % #541��i 0� , 04 7 +18-2- 3X5(B2)(R) III 3X5(G1) III 9-2-14 ,I— 9-1-2 I 18-4-0 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 p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0' .+ ' St% OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 •*WARNING''•READ AND FOLLOW ALL NOTES ONTHIS NWINDI GINS 'O 825 N 4th Ave,Cornelius OR 97113 taI•PORrA1TT" FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui �n .Z TC LL 25.0 PSF REF R7175— 13551 Trusses require extreme rare in nCompo en, Safety Il, shipping, ing Sr.,,hraning.safety p r. and follow 19675. -T 9 TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCSI (Building Component Safety Information, byTPIland WTCA) for safety pre ices prior , u performingchorha l has rprroperly tache Installersshallsheathing ng and Warring per tEl aUleproperlys noted attached ttached �l top chord shat' have properly attached structural ral restr antl of tomweb chord shall have a pr operly at tamed BC DL 10.0 PSF DRW CAUSR7175 17353061 Til rigid ceiling. Locations shown eppl far permanent lateral restraint or webs shell have bracing stat bo per BCS' ,-.J A IL,Pll N theL Jinmns HD e/or unl as otherwise. Apply plaRefer to to wing race or truss tang rd plate as itionown above and on '/�O _ the n, Decant, unless noted ongeCompo. tsfI, to Inc.is l no-z for standard sibl plate any BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, r division of In Building Components creep Irxmall not be responsible for ar,y aeaiaa an from this OREGON drawing. any failure Co build the trots In conformance with ANSI/TPI ,,or Tar handling, s'i'P'g, TOT.LD. 42.0 PSF SEQN— 269677 AN IT'W COMR4NY installation nn a bracing t ob trusses.the . A seal on this drawing or cover pigs listing this drawing, Indicates soeptanos of prdreeslonel englnsering 7b 14/.20,197.01.1 responsibility solely for the assign shown. The suitability arm use of this drawing for any structure Is w OC O DUR.FAC. 1.15 FROM IKE 8351 Rovaxv CirdereeponeibllIcy or the Building Duelgmr per ANSI/TPI T See.2.SNxm»ento,CA 95328 for mo information sa is jobs general w s pogo and thew webSPACING 24.0" JREF— 1W6V7175Z07 ALPINE:www.alpi,eite.com; TPI:www epinrt.org; MCA:www.abcindustry.com; ICCs ehw,iccsoee.org RWnews 6/90!2019 (1217082--FOUR D CONSTRUCTION CO. - THIS D BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - Cl) DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SQUATTED BY TRUSS MER, Top chord 2x4 HF #2 120 mph wind, 21.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Locatek Bot chord 2x6 DF-L #2 :B2 2x4 HF #2: Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind iC :Rt Wedge 2x4 HF Std/Stud: DL=6,0 psf. • load and 0.15" due Wind loads and reactions based on MWFRS with additional C&C merrier Calculated horizontal deflection is 0.14" due to live to dead load. design. increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord !live Deflection meets L/360 live and L/240 total load. Creep for dead load is 1.50. load applied per IRC-12 section 301.5. 4X5(R1)4' 4. 8 8 6-9-3 3X5 111111 3X5o� I 0-7-4 0.• 5X5_ BZ 3X7= •r` 5X5(SRS) —� I.-M.11 �� 0-8-7 6 L_ , 7-- �18-2-1 3X5(F2) 6 3X5(66R) L1-6-0.1 2-5-8 6-9-6 � - - a6-9-6 2-3-12 2-5-8 -I` 9-2-14 9-1-2 a 13 6-12 18-4-0 Over 2 Supports _I_ 2-3-12 R=918 U=55 W=5.5" RL=116/-125 R=793 U=33 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01.0• ..:3"�PR�FF Truss ComponemsofOregon (503)357-2118 •••ARNIMGI••READ AND FOLLOW ALL NOTES OYTHIS DW1lINGI S4% OR/-/1/-/-/R/- Scale =.35"/Ft, 825 N4th Ave,entsofCornelius OR97113 ••INFORTANr•m FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Q� r1G IN��t� 'Qy TC LL 25.0 PSF ] e the r'Issteytrequire extrema.care In fahrlrating, handling, shipping, installing rind bracing. Refer i and f,iI,o REF R7 1 75^ 1 3552 edition of BCSI (Building Component Safety Information, by TEl and PTCA) for safety 19575 L.pchord sha ,Sari functions.rly (ached ssreuctura provide sheathing temporaryanbtom chi Per Bl 1. Unless„Pro titan prior �1 TC DL 7.0 PSF DATE 12/19/17 ,041164, cm chord Rall have properly attached structural I shaacni rg d bottom rare snarl have ' "ad otherwise, rigid ceiling. Locations sawn for permanent el restraint of properly attached A LT�p N I a e le a e shall l nae bra"; install. BCSBC DL 10.0 PSF f.re d iling.,IL unless shwn'folb per anent latero Crestrai t of A.C.A f' end have brae as inst'a er,d 0', 60.% DRW CAUSR7175 17353024 taroard plata pw 1 /20 Alwing, any failure to'build'the^truss in Cao grade 1�.Shall nmt re rorforlhie far any dpping,an from thio BC LL 0.0 PSF CA—ENG JCJ/GWH AN trw COMPANY di nsce l l Shen a brad nfarmtnx:e with ANSI/TPI T,or for paneling, shipping, �. OREGON nu or trusses. , noel e1 tills drosnlnp or°over page listing this drawing, indicates soeeptence of profeeslonel ongIneefieg Vf 63s1 Rtri816t Circle respo,sibillty solely for the design sheen. The suitability end use of this drawing for any structure is the A•2D 19 TOT.LD. 42.0 PSF SEQN— 269657 Sacramento,&N na Circle ty or the Building Designer per AWSUTPl T SAe.2. Roto Vu •VV DUR.FAC, 1.15 Far more information soc this,oh'ageneralose V FROM IKE ALPINE: ,atw,.alpineitr.eomi TPI waw,tpinst.org,WTCA: www,aboindustry.cum, ICC:web wao ,lecsaf'e.org SPACING Renews6/901209 24.0" JREF— 1W6V7175207 THIS DWG PREPARE 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 hat, 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 a 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. 4X8(R) III 1.5X4 III 3X5 m r"11111.1.1.11111111M.1.11.11111111.111111111111.11111.1 1 r �1 T2 ' 11111111111 8 � (a) 7-1-7 7-3-4 3X52 ,Ii 1111 3X5 gm 0-7-4 B1 5X5= 6X10(SRS) g I 18-2-10 ' J s 1.5X4 III 3X5(F2) L1-6-0J 2-5-8 7-4-12 6-2-0 2-3-12 10-0-0 _L R-4_ ▪ 2-5-8 �f 13-6-12 '1— 2-3-12 > '[ 18-4-0 Over 2 Supports > R=918 U=32 W=5.5" R=793 U=75 RL=1671-54 Design Crit: IRC2012/TPI-2007(STD) & PR. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• + Fs OR/-/1/-/-/R/- Scale =.35"/Ft. _ Truss Cornp�nents of Oregon (503)357-1118 ""WARBINGI""READ ANG FOLLOW ALL NOTES ON THIS DRAWING! ^ '70 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS DRONING TO ALL CONTRACTORS INCLUDING TE INSTALLERS. 'w V I N�.e1� � REF R7175- 13553 Tri require extrema r.ra in fahrinating, handling, shipping. Installing and brnning. Refer t and Follow VV 19575 the l edition of BCSI (Building Component Safety Information, by TPI and NTCA) forsafety practices prior '17t.w TC DL 7.0 PSF DATE 12/19/17 w P ,g those ILrx.trurra, installers shall Pr J Por Y b ng Per BCSI. Coles. J L.-MA....,041111164 , top hod shall have property attachedpe strucManentulaleral esti d bot !road shall havbra properly attached / BC DL 10.0 PSF DRW CAUSR7175 17353025 rigid 1ng, Locations shown r per lateral f robs hall have bracing C Ilea per BCSI 4 _ /' rt 1 �� w s tl1 Bi or 810, ss aPPircable. Apply plates w each lace or tr us an rd Arun as shown above arid on (111— IF tib Joint Details, unless": otnarwlae. Ra Par to drawings 16:Z:r standard plata poeltlons. 1 V20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alwing, a dlfailur of ITR build th t Components crony Itis.hM1all n t be resp.o, ble Par any Jppiation from this OREGON drawing, any failure Co bulltl tM1e truss In Conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal l et l on®brad ng of trusses. TOT.LD. 42.0 PSF SEQN— 269663 A sem on this•rowing or cover Me listing thl•drawing. Indicate.acceptance or profee•Ion.i engineering -yip.'141.Y9 19� responsibility eelely for the design shown. The suitability and use or tills drawing for any structure Is the 8351 RuvanaCircle responsibi l Ity or the Building Dslgner per ANSI/TPI 1300.2. OL. , vv.NW DUR.FAC. 1.15 FROM IKE satPn,e„Io.C.a9ss2s mors tm.comtionthis;ab a general notes page and t won SPACING 24.0" JREF— 1W6V7175Z07 ALPINE: ww.alPinei tw.cum: TPI see PTCA: uww.sbcl rvfustry..:om; ICCfwes.rccso fe.org R0newa Bl301201g 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 0 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(R) III ._ 87 • • • •3X100-7-4 , i1VA1I 5X5= , 18-2-10 r i- B1—I 6 6X10(SRS) = 1.5X4 III 3X5(F2) L1-6-9J I 2-5-8 5-10-4 3-8-4 7-8-8 4 -1O-R �r 2-5-8 2-3-12 -1 124)-Q _I, 6-4-Q �. 2-5-8 -1- 13-6-12 fl 2-3-12 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. 6.01 .0• a •A.„, OR/-/1/-/-/R/- Scale =.3"/Ft. • Truss Components of Oregon (503)357-t118 ••y11RNINGI.. READ MID FOLLOW ALL NOTES ON THIS DRAWING! Gb �+1N REF R7175— 13554 825 N 4th Ave,Cornelius OR 913 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �N av e.4. o, TC LL 25.0 PSF Trusses reguirs earn....o ra in fabrinnting, handling, ahlpPirg, installing and brar.ing. Refer rn and follow the latest edition of BCSI (Building Component Safety Informmtion, by TPI and MICA) for safety practices prior 1957517... , TC DL 7.0 PSF DATE 12/19/17 u VOLrurmIng these lunctlurn. Installers shell provide temporary brac,rg put BCSI. Un les rated uuwrmism. _ top chord shall have properly attached structural sheathing and bottom chord shall a properly attached ,4111116., rigid ceiling. Locations shown for permanent lateral restraint of webs shall have care ng installed per BCSI / BC DL 10.0 PSF DRW CAUSR7175 17353026 >w re,Liuns 0,1 0/ur 110, applicable. Apply plates to each race or trussand position as shown above and un /� _ 1 0ifl N E the Joint Details, unless otherwise. Refer to drawings 1000-Z for standard plate positions. 1 9/20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH �=1 �—I.i Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for Handling, shipping. OREGON TOT.LD. 42.0 PSF SEQN— 269671 AN WW COW:ANv installation A bracing or trusses. . A.sal on this drawing or cover peps listing this drawing, Indlo.tas acceptance of profaawimol engined 14414 an.20,199 responsibility solely for the design shown. The suitability end use of this Brewing for erly structure Is"the 83$1 Rtri'ana CirclereeponsibIllty of the Building Designer per ANSI/TIN 1 Sec.2. 0 1 ' N� DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 Fonmore information sechiar Cb''.ganaral notes peon and t a wcb �w SPACING 24.0" JREF— 1 W6V7 1 7 5207 ALPINE:www.olpiieilt.corn; TPI:www,tpi� , g,MTCA:aww.sb Industry corn; ICC s www.iccsafe.org (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBIITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 22.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Locatei 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 iC 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. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottapplied c rchecked for 10.00 psf non-concurrent bottom chord live d for dead load is 1.50. per IRC-12 section 301.5. 4X5= 3X5 1.5X4 III I 9-9-7 9-11-4 s I- 3X5 W1 ii 0-7-4 ,0:411011101111115X5.9, 3X10= 4X5(SRS)(R) 11/ D1 618-2-10 J 6 2X4 III 3X5(F2) 0-6 J i 2-5-8 5-10-4 'I` 5_R-4 7-8-8 4-2-3-121 2-5-8I 14-0-0 13-6-12 �I_ X14 2-3-12 .< 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... 41 •Ftc,,s,,4 OR/-/1/-/-/R/- Scale =.27"/Ft. Truss Components of Oregon (503)357-1118 •`WULNINGI+* READ AND FOLLOW ALL NOTES ON THIS NIAWINGI Gj riN�C �O TC LL 25.0 PSF 825 N4th Ave,Come]IusOR97113 ""IWPORTANr"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � aG F� 2 REF R7175— 13555 Trusses require mxr.reem care in fabricating, M1andlir,g, wM1IPPi ng. installing am nrani n<l. Refer,. and follow '19575 '9 tM latest edition of BCS1 (Building Comporm t Safety Information, by TPI and WTCA) r safety practices prior TC DL 7.0 PSF DATE 12/19/17 w our terming beaeLB Li urn. Iental Jere ens/l pruvl de teurer'Y bee,.rN' Pe,tl1:SI.rvUnlns rested uLlwrrise, • (� 1 44116 top chord shall have properly attached structural sheathing and bottom chord shall h a properly attached /i BC DL A rigid calling' Locations shown Por Permanent lateral restraint of webs shall have bracing Installed per BCSI 10.0 PSF DRW CAUSR7 1 75 17353027 ,4 n ,� �l e«<t n,DY, ne r 6m, as applicable. Apply plates w each racn�ur bn an p, tluh as sh w i above eras un /s • II rJ the Jnlnt De ails, unless w U oiherwi Refer to drawings 160A-Z 4orsatanderd plata posh Tions. 1 /2O Alpirw, a diYisian df ITN Bnildi.g eamppnan9 ErnPp Ix.,hall t ho respdnwiDie fdr am de�latlnn from this 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, OREGON AN IrwcoMP4Nv installation A bracing of woe.,trusses. ,t"1 v TOT.LD. 42.0 PSF SEQN- 269669 AAsai on this Priming er eowr pep listing tithe dewing, indictee 01 Ulla of pretensions!engineering '9n 1'b',20,19# responsibility solely for the design shown. The 0,0100011 lty end use of this erasing for erg,structure is the ,r "Vo" 8351 RovareCirde responsibility of the Building assigner per ANSI/TPI 1 See.2. 01 ' `1 DUR.FAC. 1.15 FROM I KE Sawarmito,CA95828 fo more information thisJob'sgeneral notes page aha tnws<web si i• SPACING 24.0" ALPINE:www.alpileitw.com eTP1, wwwutpinet.org;WTCA:www.sp industry.com; ICC: www.iccware.orgJREF— 1 W6V7 1 75207 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (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 :81 2x6 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind IC 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 8 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. 4X5F----- 1.5X4 111 3X5 T2 01 11 ill 1.5X4 II ' (a) (a) 8 9-2-15 9-4-12 8 r W3 3X5 W 10 W2 ,Alli .� 0-7-4 • ♦ 5X5= 3X10= 6X10(SRS) L— gliiie 18-2-10 / 3X5(F2) J 6 2X4111 L.1-6-9J I 2-5-8 5510-4 'I` 4-10-R 7-8-8_I_ 2-R-4 Jr_ 2-3-12� 13-2-4 ,I- 5-'L12 • 2-5-8- 1 - 13-6-12 'I`2-3-1?* 'c 18-4-0 Over 2 Supports R=918 U=19 W=5.5" R=793 U=102 RL=223/-64 Design Crit: IRC2012/TPI-2007(STD) O PR0P PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.$ `s- OR/-/1/-/-/R/- Scale =.283"/Ft. Truss Components of Oregon (503))357-2118 ••MARSiiNGI•• READ AND FOLLOW ALL NOTES ON THIS ORIwINGI �i' 825 N4th Ave,Cornelius OR 97113 *.IMPORTANT" FURNISH THIS DRAWING TO ALL catrRAc7ORs INCLUDING THE INSTALLERS. �9 TC LL 25.0 PSF REF R7175— 13556 19575 Trie es%requires w r BCSame coraIn ngbC ponen, handling, shipping, ng as bracing. Ray, r and follow TC DL 7.0 PSF DATE 12/19/17 the I edition ofrBC51 (Building Conq, Safety t Information, b TDII w PTCA) for r u f v y y practice,prior w performing thn,n rum:Lions. Installers shall p'uvlJe tomPofonY hfooing Pof B/Sl U 1 nes ullmrvl se, top hod ball have properly attached I sheathing and h chord fall ova properly attached "- - rigia ceiling. Location,shawl for permanent lateral restraint of webs have bracing installed per BCSI ice. - BC DL 10.0 PSF DRW CAUSR7175 17353028 1 a BJ, B/,or B10, nn appllcal.le. Apply plate,to each lace yr cru and position s,shown above end u 1 19/20 7 //IL p)(�^ I L, tna`Joint Date. s, unless noted of ornise. Refer to drawings 160A-z for standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/GWH /�=�'L�j—'If' v 1-� Alpine, a division of Int Building Components croup Inc. ,ball not be responsible fpr o,deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, .4AN irw coMR4Nr installation.bracing of taw„aoa. 9 �•,,,2u 18em , TOT.LD. 42.0 PSF SEQN- 269673 .. . A .i on this drawing or cover peg.I istIrn this drring, Indicate..owotsnoe of prors..l.n.l engineering 9' W•�� responsibility solely for ter design shown. The sultabllliy and use of this drawing fur any structure astructure Is t 8351 RovanaCircle r..ponsibi l ity or tn.Building Designer per ANSI/TPI 1 Seo.2. DUR.FAC. 1.15 FROM 1 KE sac an n1 CA95828 row morn 'nforaation s this job's gonoral r s pogo and t .web ALPINE, aww.alpinelwn tr.com; TPI:wr,tpist.org; Nws TCA:wbclndustry Fcom, ICC °www.icc,are. org Renews6M0/2019 SPACING 24.0” JREF- 1 W6V7 1 75Z07 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= PA8 T2 3X5# 3X5 v` 3X5 411 8-7-4 Ilippr'i 3X5l% Ii 4-4-9 3X5(F3). 1#1111111111111iiiiIIIIIIIIIme. mm: A. 5X5 3X5= 3X7=— 4X5(SRS)(R) 0-7-7-4 B� 6 6 L. '� 18-2-10 i 1.5X4 II 2-7-4 �1_ 5-R-R alc 3-B-4 "I� 3-10-R _L- 7-5-R 2-5-8 'I' 5-10-4 3-8-4 4-0-4 �T 2-3-12 —I-1 . ,—• 2-5-8 13-6-12 2-3-12 •ic 18-4-0 Over 2 Supports > R=806 U=37 W=5.5" R=798 U=55 RL=119/-91 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.., G+ ,� `siS�� OR/—/1/—/—/R/— Scale =.333rr/Ft. p ) Truss Components of Oregon (503 357-l118 ••2MO MIN01". READ AND FOLLOW ALL NOTES ON THIS DRArIN9I X4 'Z TC LL 25.0 PSF REF R7175— 13557 825 N 4th Ave,Cornelius OR 97113 WE••INPORTANr• FURNISH THIS DRAWING 70 ALL carrrRAcloRs IaCLID)INs E INSTALLERS. 19575 T require extrema re in fabr handling, shipping, installing And boarnolo Refer to ami follow the latest edition of BCSI (Building Ppm Safety of 1' TC DL 7.0 PSF DATE 12/19/17 ty Informpor by TPI ora'YTCSI for safety practices prior 1 n performing tr.aea "Unctions. Installers -n w-ovrda tame' r b- -Ina per Islsl. Unless road athorwlsa r top hod hall have property attached I sheathing and b chord shall have a properly taches e+ / tfn restraint ser y at / BC DL 10.0 PSF DRW CAUSR7175 17353029 A rigid ceiling. Locations shown r permanent rent la terel r -nt of webs shall have bracing installed per BC61 1 I "� .4��0�� sten-mum BJ. B/or B1U, as opal'cable. Apply plates to each race or trussand poetAsti as shown above and on 1 1{9201'! 4 the Detaila, unless rotas otherwise. Refer,to drawings 160{1-2 fortannci plata positions. BC LL 0.0 PSF CA—ENG JCJ/GWH Al pl re, a dwisl w,of ITh Baildllg components cropp Inc.shall net ba respnnslme fen any aeviau;on from this OREGON drawing, any build the b failure to utruss In conformance with ANSI/TPI 1,or for nantlling, shipping, AN ITWCOMPANY installation.bracing or trove'.. GI 'be.20 10% TOT.LD. 42.0 PSF SEQN— 269675 . Aseal a,,thio Crowing or.oxer page Meting thin drawing, I nlcat...d..pt.ra.or prof..ion.l engineering •r01 1�� FROM I KE responsibility solely Tor the design shown. The suitability ern use of this Crowing for any structure Is the 8351 BovallaCircle respoasibi l ity of the building Designer per ANSI/TPI 1 Sen.2. DUR.FAC. 1.15 SasanuNo,CA9.5828 For more '� ion his fob's gonoral 'U'Urn.pogo are nweb sixes; ALPINE: www.aipideite..com, TPI:wwwt;tpinat.org;wrcA, www..sbcindustry.com; ICC:www,Iccsafe.org RendW681WI2019 SPACING 24.0" JREF— 1 W6V7 1 75Z07 THIS DE PREPARE) 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 I'gt, ASCE 7-10, CLOSED bldg, Located Bat 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= i ii 8I � 8 i Lig 3-11-4 0-7-4 �,"i" i i ' 11,� O—I-- .418-2-10 3X5(B2)(R) III 3X5(82)(R) III L-1-6-0 '1 L-1-6-0 '1 L- 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) E,O PROF PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.04f Ir �`1, OR/—/1/—/—/R/— Scale =,437511/Ft. — Truss Components of Oregon (503)357-2118 •'IUIRN1NS1.• READ AND FOLUR ALL NDTES ON THIS WWINGI 1 �� 825N4th Ave,Comelius OR 97113 ••1NPORTANr r FURNISH THIS DINNING TO ALL conn11ciDRs INCLUDING TEE INSTALLERS. 4! y TC LL 25.0 PSF REF R7175— 13558 — Trusses require extreme re in'1.rinatlnn, handling, shipping, installing end hrani Refer to and follow 19575 r TC DL 7.0 PSF the latest edition fBC51`(Building Comp t Safety Information, by TPI and NTCA) to safety practices prior DATE 12/19/17 "V 'f irg Lhasa rurm:ll urn Inst./gists 11 p- J ^P .y b- irg par BCSI.ayUhl... LnJ uLgers,se. / top Chard shall,have properly attached I sheathing and bo chord shall M1 properly attached A ig d ilirg. Locations shown for permanent lateral restraint of webs shall have bracing Installed per Bcsl �� '. BC DL 10,0 PSF DRW CAUSR7175 17353030 ,4 LPON theL Jin B/ur unless ns noted other e. R plates to wing lame of Lou and posrLion as shoo nguvn and un 1 19/207 r—N the Joint Details, roles.rested...1..isa. Refer to drawings 160A-2 for Lrussstandard plate positions. Alpine, a division of ITN Building Components Group shall not he responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG JCJ/GRH drawing, any failure to build the truss In conformance with ANSI/TPI 1,or For handling, shipping, AN ITWCOMPANY installation a bracing or trusses. .y�"•n sD 1�e �"� TOT.LD. 42.0 PSF SEQN— 269739 . A awl A.thls drwl,p or cover page listing this drwing, indicate.acceptance or prorrplonal engineering Oresponsibility solely for the resign shown. The cultabllity and lea of this drawing Por Ary structure Is tura 8351 RonzlnCirele r..P«,eibi I ity or the Building Designer per ANSI/7P' I S.a.2. L p W.N DUR.FAC. 1.15 FROM IKE Sacramento,C_4 95828 For more information acis job's general s page eyes t web i ALPINE: w.alpInelts,com; TPI: w epinst.org;NTCA:wan.abcindustry,com; ICC:mw .ioosafe.org metre semomo s SPACING 24.0" JRE F— 1 W6V7 1 75Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. IIS (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 Itgt, 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 8 � � 8 3-11-4 0-7-4 0-7-4 —X18-2-10 1.5X4 III —> 3X5(B2)(R) NI 3X5(B2)(R) III LE-1-6-0>J L-1-6-0>J 1< 5-0-0 + 5-0-0 '-I-11 R=542 U=30 W=5.5" R=542 U=30 W=5.5" RL=91/-91 Design Crit: 1RC2012/TPI-2007(STD) EC1PROpF PLT TYP. Wave FT/RT=2% 0% /4 0 16.01, �� • ( ) ( ) r SS, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING!•• READ AID MELON ALL NDTES ON IRIS DRAWING! w d( F V 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT" FURNISH THIS CRANING TO ALL caaRACTORs INCLUDING TRE INSTALLERS. C3 . FR TC LL 25.0 PSF REF R7175— 13559 Tr. require extreme r in fabricating, handling, shipping, installing and bracing. Rarer t. and fallow 19575 — the gate t edition f BCS1o(Building Component safety information, by TPI and WTCA)rfor safety practices prior c- I TC DL 7.0 PSF DATE 1 2/1 9/1 7 ..parfer-m„v these runcl nae Installers shall W.V..temPurary bracing Per DCS!. Unless«.fad PClaerw,eb. — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cooing. Locations shown for permanent lateral restraint or ecus shall Waco bracing installed per BCSI rr - BC DL 10.0 PSF DRW CAUSR7175 17353031 A 1��11 N IN the Joint ai or-unl sss noted applicable. e. R plafer to each tare fru and rd platel Lion po shown above and n • 1 �/ 0 W.,,,,,,,.t Details, n1 auil ongerwise. Refer up drawings 160A_2 a forstandardplate'any positions. 1 G BC LL 0.0 PSF CA—ENG JCJ/GWH �' rawing, a division of ITN Building Coatruss in Group Inc.shah at h1 responsible lir any dppiatien from this OREGON drawing, any failure to r tru the ton=e in core rman<a with ANSI/TPI ,,or for noodling, shipping, �, TOT.LD. 42.0 PSF SEAN— 269609 AN 11W rAMR4NY irscaliation.brac,.ig or trusses. rr ""� . A eat on tuio drawing or 000.r pep listing Nilo drwaing, In.le.t...000pt nos or wwr...loA.I.ngirw.ring i �•20 19 responsibility solely for the design sham. The suitability.m use of this drawing far aro structure Is the 'QQ�0 W,0 flUR.FAC. 1.15 FROM 1 KE 8351 Ruyan Circle respormlbllity of the Building Assignor per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 for more information is Jobs general r s page and thaso web altos: ALPINE:www.alpineitw.com tTPI:vow tpinst.org: IITCA:uww.sboindustry.com; ICC:www.iccsafe.org Renews&9012018 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 - D2) Top chord 2x4 HF #2 120 mph wind, 20.58 ft mean hat, 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 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5--------' 4 � s 3-11-4 0-10-7 I,! 0-9-5 ■ : ,, 18-2-10 3X10(G1) III 1.5X4 III 3X7(G1) III I` 4-7-4 - 4-8-14 I- 9-4-2 J R=406 U=14 R=406 U=13 RL=-52 Design Crit: IRC2012/TPI-2007(STD) rEO PROpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x• S4., OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon (503).357-1118 ..MARNINGI""REMAND W AMD FOLLOW ALL NOTES ON THIS OIINGI aGI 1;�. /Q 825 N4th Ave,Cornelius OR97113 ""I■RORTANT°• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 19575 Z TC LL 25.0 PSF REF 87175- 13560 re extreme r re in fnbrlrat handl-ng. shipping end installing abrad' q Refer afollow Trusses require DATE 12/19/17 the I edition of BCSI (Building Component Safety Inrormatl by TPI and WTCA) for safety p actices prior ' cd, TC DL 7.0 PSF Cu p f ng these lune Chins. tInnstallers shall provide temporary b ing pet BCSI. Unless n ed uUrrwrae _. op chord snail have properly attached structural steathing and bot chord shall have properly attached DRW CAUSR7175 17353032 ,04111114 rig tl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI /� BC DL 10.0 PSF A��O`� l se ti aria B!, tl/ur tl1U, ea aPPllcabl e. Apply plates w eah race Crud and p ss tl un es a ww abuse a, un Jthe Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 1 '/20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of ITN Build;rg Components Croup Inc. shall no responsible for any deviation from this OREGON drawing, any failure to build the trues in conformance with ANSI/TPI 1.or for handling. shipping, _ AN TTWC�OMPANY leste IIasi en A Crating of trusaos. V� V TOT.LD. 42.0 PSF SEQN- 269623 . Rawl on tills dr:ring or cover pup.listing this Orating, lndla.tes.c.eptenoe or professional engineering °9/A n•20,18 G responsibility solely for the design shown. The suitability and use or this drawing re:any structure is the .\ f V 8351 RovonaCircle reoponaislllty of the Building Weidner per ANSI/TPI I S.e.2. O4. a w, DUR.FAC. 1.15 FROM (KE SBerNneMo,C.9.SS28 normare ;en this job's general „o page u a"'thew;web SPACING 24.0" JREF- 1W6V7175Z07 ALPINE: vww.alPinel tw.com information sec nse.org:NTCA:vnw.abci ndutY.vom, ICC; www.iccsafe.org IZOgeWB 8130/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBIITTED 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 IC 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 AmI iiiiiINii hb.16 3-11-4 0-10-7 •, , IIIII 0-9-5 L 18-2-10 5X7(B3)(R) III 5X5(61) 4X12 III 4-7-4 4-8-14 I....- 9-4-2 -...1 R=2706 U=177 R=2730 U=189 Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP. Wave FT/RT=2% 0% /4 0 16.01,0. 1 FFt ( ) ( ) S+ OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-.118 "WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI t, 14G 4., y TC LL 25.0 PSF REF R7175— 13561 ••IMPORTANP. FURNISH THIS aWINC TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N Ave,Cornelius OR 97113 True_ _ C7 require carr n fahriratln0, handling, snipping, installing an bracing. Refer and follow 19575 r TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCSIr(Building Component Safety Information. by TPI and WTCA) for safety practices pr' w perrorming these runctl rm. Installers shall pruvrde temporary bracing par BCSI.have ,o Lad urherwise.r 1 top chord shall have properly attached structural sheathing and bottom chord shall e a properly attached rigid Bening. Locations shown mr permanent lateral restraint of webs shall have bracingInstalled per scSl • ,�• ;.. BC DL 10,0 PSF DRW CAUSR7175 17353033 ��r. sections Bl, tl/u'tltll, as applicable. Apply plates to each taco of truss and pool Lrun as shawl above and un 7IU11 r�-�J! the Joint Batails, unless rotad oGrereise. Refer to drawl:on:,160A-Z fornstarMard plate posltlons. 1 •�ZQ i t Al Pine, a dlyi,ian df ITN edilding enmpBnantn�raap Ir,C what I r,ot ba r.apar�ibla rdr am dayiatlan frnm t,1, OREGON rem/ BC LL 0.0 PSF CA—ENG JCJ/GWH drawing, any fan are to build the truss in conformance with ANSI/TPI 1,B far handling, snipping' vR 0a' TOT.LD. 42.0 PSF SEQN— 269628 AN ITW COMPANY In=tel let lona bracing or vaassos. . A seal on this drawing or cover pep listing this drawing, Indicates.ea.pt.000 or profeesloral engineering 9,Q n.20,19 d i responsibility solely tar the design shown. The suitability and use or this drawing for any structure is the V 8351 RoyanaCirde reepensl.ii lty of the Building Designer per ANSI/TPI ,sed.2. �;{„ I V1►.N DUR,FAC. 1.15 FROM I KE Sacramento,CA 95328 nor manta Informs ionncthis job's n b's geeral ne a pages and those web s :s, pin t.org;PTCA:swwsboindustry.cws; ICC:ww,iccsote.org Renewe a/sor201s SPACING 24,0" JRE F— 1 W6V7 1 7 5207 ALPINE:wrw,olpineitw,comi TPIo THIS DWG PREPARE/ 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 3.5'1 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 7/08N e 4-3-12 8 N 0_7_4 ■ ■ ■ r ■■ ■ ■ ■ ■ 0-7-4 3X5(82)(R) III 3X5(B2)(R) III L-1-6-0 '.1 1-6-0aJ 5-6-1 2 L. 5-6-12 _I 1 11-1-8 Over Continuous Support R=149 PLF U=37 PLF W=11-1-8 RL=13/-13 PLF Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) .gyp PRpp� FT/RT=2%(0%)/4(0) 16.01.!;. ,woad s OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss Cogtt�onentsofOregon (503)357-2118 ••W1IRNINGI•• REM AND FOLLO■ALL NOTES ON THIS DRA■INOI '„,6,7111$ TC LL 25.0 PSF 4th ...IMPORTANT., FURNISH THIS DRAINING TO ALL cmaieCTORs INCLUDING 1)E INSTALLERS. 825N Ave,Ave,ComeliusOR97 13 shinning. installing a 19575 REF R7175— 13562 Tr require sof BCS Be In ghC Component e" fhi rnrl a„ti nr e Refer fn and follow TC DL 7.0 PSF DATE 12/19/17 the latest eq lou of BCS/ (Building iComponent Sa Pe handling.Information,niby TPI ng'RCA) foreatery practices priollo� o ng l have Iprroperly. CInst./leisasstructural Pr t Y b ho par all h U 1 Luy aUorwrsa. I Topp chord shall Nave properly attached st ural she frg and h chord shall have properly attached rig' ceiling. Locations shown for permanent lateral int ,webs M1 ll have bracing stalled per SCSI /� % ' BC DL 10.0 PSF DRW CAUSR7175 17353034 ,4 O�Q nn Lruna Ili or tl10, es applicable. PV1Y plows W each of Lru an nos/Lite/assteer above n 1 V20 L the Joint Details, unless notedotherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of ITN BuildingComponents crow Inc.shall not be responsible for any deviation from this OREGON drawing, any Failure to bona the truss In conformance with ANSI/TPI 1,or for nannlirra, snipping. vq @� TOT.LD. 42.0 PSF SEQN— 2697 36 AN n-Wcomak Y inate natIon A orating of trusses. �� q,20 19 • A wl.n this arming or aov.r Peg listing this arming. Indicates sooeptanee or professional engineering V ra.porrl Dl llty solely for the design ancon. 7M sul reel I lty and w or this drawing Tor ere.structure is the I + 8.T51 Rosana Circle reepwwibility or the Building Designer per ANSI/TPI 1 Sec.2. �` e w. OUR.FAC. 1.15 FROM IKE sBQelnwa,CA 95828 for mare information.aa sites.tiia y e a general r a papa a.d t ,.ed • ALPINE:www.el Pineitw.com; TPI www. pi .erg:NTCA:wwv.sbciiwustry those ICCwwt.iccsafe.org Renews 8/30(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 - 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 se P /1 I8 4-3-12 0-7-4 WIlilh _ 0-7-4 9 1 2 1.5X4 III 1W=Wlm 3X5(B2)(R) III 3X5(B2)(R) III L-1-6-01 Inc 5-6-12 >I"` 5-6-12 R=598 W=5.511 R=475 W=5.5" RL=70/-79 Design Crit: IRC2012/TPI-2007(STD) 'A°PROF PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.6, ► �G . . SS,�Q OR/-/1/-/-/R/- Scale =.4375"/Ft. "WARNING".READ AND FOLLOW ALL NOTES ON THIS DRAWIN91 ♦,, n Truss ComponentsoY'Oregon (503)357-.118 „INPORTANr" FURNISH THIS DRAWING TO ALL cDNrRActggs INCLUDING tTe INSTALLERS. I.7 '/' 9 TC LL 25.0 PSF REF R7175— 13563 825 N 4th Ave,Comelius OR 97113 _ 19575 r Tresses retire toff care In ghC Component handling. shipping, installing and br/o.1noe Refer p r. And follow . TC DL 7.0 PSF DATE 12/19/17 the latest edition of BC51 (Building Corp Safety Information, by TPI M PTCA) for safety practices prior to P ng l have Iprotuna Install r snail pr Jtemporaryo to ho per al'l e a pa pray attachedn,04111161, / top hon shall rove properly attached pe I sheathingrestraint nt bo chord snob have a properly d per attached v .rigide., ceiling. o, 01 ora shown for per lateral - t r b shall henna bracing installed per Resl e� BC DL 10.0 PSF DRW CAUSR7175 17353035 A 1j)1}N st am nD, 0/sr unl as noted O0Lle. ApO. R plateswing i16e and rus tate as o arn,on above arm to 1 9/20 7 the Joint Details, unless eaten ang Components defer to draaha l not for standard prate positions. GI OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH Alwing, a ydivision ur oP ITN Building truss in Group Inc.Itrwi doll not be responsible Par any deviation from this drawing, any fallow to build the truss In po rm000e with ANSI/TPI 1,or for nannling, shipping, sal AN ITWCOMR4NY installation a bracing of trtaaoe. 'Il'n.20,190 TOT.LD. 42.0 PSF SEQN- 269730 . A awl on this drawing or cover paps lasting rola dreeI p, Indicates acceptance et proteeeion.l engineering 8351 Rov'ana Circle wsppoonsibi l Ittyy.flatly Buildingror adesigns shown. TheANSI/TPIotabi i i y and use or this drawing ter any.traalt1lre le the 0L 0 W.�� DUR.FAC. 1.15 FROM I KE Sacramento,CA95828 ref more information is job's gonoral r s pogo and t mob Renews8/SDMD19 ALPINE:www.alprneitw,mm tTPI wwa cpinst.org; INTCA:wee.ebcindustry.c.om. ICCs wwa.iccsaPe. org SPACING 24.0" JREF— 1 W6V7 1 75207 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 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 � s 11.1r111 4-3-12 3X5�� 0- 4 P. IM 1j.......10.....iiiiiimiiiiiiiminimmiiiiiiiimmilliiiim, ., sr. , 0-11-4 is 9-1-2 3X5= 1.5X4 ill 3X5(B2)(R) III LE-1..6_0F-6-1? I_ 5-0-12 1 /- -w • R=571 U=1 W=5.5" R=459 RL=68/-75 Design Crit: 1RC2012/TPI-2007(STD) Ike°PROEM PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x, 6 `s%1'i OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 wsWARNINGIws HEAD AND MOW Ui FOLLOW ALL NOTES ON THIS MOW O6 '£k-- 825 N4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTIACTOHs INCLUDING THE INSTALLERS, 19575 Dy TC LL 25.0 PSF REF 87175— 13564 Trrla..e,require m r` em, r in fabricating, handling. shim/Inn, Installing anal n`daunt. Refer to Ona follow 9 the latest edition oorBCSI(Building Component safety Information, by TPI and WTCA) for safety practices priorTC DL 7.0 PSF DATE 12/19/17 toper-Corning t1wse rufa.Liurn tInstallers%hail provide temporary be ting per BCSI. U I noted otherwise. 41111.4 top chord shall have onrlyShown attached structural sheathing Testa Ona bot chord shal mall have properly dattached BC �''� BC DL 10,0 PSF DRW CAUSR7175 17353036 v rigid ceiling. Locationsshaven Por permarentule oral a nlrt f webs shall have bracing installed perBCsI I /y/2� 7 B!. B(ur B10, as applicable. Apply plates Lu anal Pau and position town above and o �=i(I n�_N zhe Joint Details, unless noted otherwise. Refer to drawings,BgA_Z for standard plate positions. OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH Imo—.r' Alpine, a division of ITN Building Components Group Inc,shell not be responsible for any deviation from this drawing, any fallen to bulla the trona conformance with ANSI/TPI ,,or for handling, shipping. 9 "en.xo i9� TOT.LD. 42.0 PSF SEAN 269741 AN rrwconnasrrr installation A bracing traaate. . A seal on this drawing or Dover pogo listing this drawing, indicates soapabw or professional aeginserlog W m rospon.ibll lty solely for the design shown. The suitability and use or this drawing nor any structure is the �` `,� 535!RovanaCirele responsibility or the Building Dsalgnar p.r ANSI/TPI /Sec.2. DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For mornnferma ion this job's gonorel no end n page athose,apb ALPINE:www.alpinei�te.com tTPI:www.tpir .oro ;WTCA:www.abcirdustry.com; ICC, 'waw.iccsore,org Rdnewa 8190M019 SPACING 24.0" JREF— 1 W6V7 1 7 5207 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= ii 9 10-3-13 14.4271a4-42 4.42 f Ii7 42 0-0-4 41d1I:I :I:I1h11 . 0-0-4 i q- 2X4(D8R) % 2X4(D8R)4'4- L- 8-6-13 -I. 8-6-13 1 17-2-1 Over Continuous Support >{ 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.x• .+' FSs/ OR/-/1/-/-/R/- Scale =.28"/Ft. Truss Comppoonents of Oregon (503))357-2118 ..1WO NINGIww READ AND FOLLOW ALL MOTES ON THIS DRAWING' �{0 GI;NLC O TC LL 25.0 PSF REF R7175- 13565 825 N4thAve,GemellusOR97113 ”IWPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING OE INSTALLERS. �`+ Trusses require extremes carein fahrirating, handling, shipping. installing and parting. Refer t end follow 19575 the lates t edition of BCSI (Building Component Safety Information, by TPI and.TCA;for safety practices priorTC DL 7.0 PSF DATE 12/19/17 Cu perrurmi y Lbose flow)Ions. In talleip shall hprovide temporary btscrry per BCS'. U.dens rioted otherwise. l op chord shall have properly attached sir ra sheathing and bottom chord shall have a properly attached 7"....":1," BC DL 1 0.0 PSF rigid ceiling. Locations.Shaw,per permanent lateral restraint of webs shall nave Prating installed Per BCBI ( s DRW CAUSR7175 17353037 n.I� s B!, B/er B10, an aPPlicable. Apply plates Lu each n'aca yr trio and puss Lrun as shown above anti u _ ALPO,\ ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. " 1 a/2o BC LL 0.0 PSF CA-ENG J CJ/GWH I \V.I Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation Tran this OREGON drawing, any failure to build the Truss in Conformance With ANSI/TPI 1,or far handling, shipping. CI ..d TOT.LD. 42.0 PSF SEQN- 269587 AN ITW COMA4NY instate let Ion A bracing oP trusses. . A Niel on this drawing or cover pegs listing this drawing, Indians 0000pt.noe or p'ofewelo wl engineering A V4n.20 1944 responsibility solely totele design shown. The suitability end use er this drawing for soy structure Is the 8351 Rovana Circle rrsr'poibl l Ity or the Building Designer per ANSI/TPl 1 Seca. •r�le W VV.‘A*' DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For morn information sou this Job's general notes pogo a these sob s. ALPINE: wxw.alpineitw.com: TPI:wn.e.tpinst,orgi NTCA: sww,abcindus om �Cc SPACING 24.0" JREF- 1 W6V7 1 75Z07 or. ICC: w,m,, sare,org RiTnewe 8/8072019 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, 4X5 8 0 , 8 d 5-0-9 P 111 i 4 4 0-7-4 i i i i i I R i i 0-7-4 -T- ///////////////////////////////////////////// 18-2-10 3X5(B2)(R) IN 3X5(B2)(R) HI LE-1-6-0a.1 LE.1-6-0 .1 L 6-8-0 I 6 8 0 I 14( 13-4-0 Over Continuous Support 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: IRC2012/TPI-2007(STD) - D PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• ..'ir - 'F,S OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 .'IWMIMel" READ AMDFOLLOW ALL NOUS DNTHIS mamlN1 �h GINF 825 NAth Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS WINING TO ALL canwiCTORS INCLUDING Inc INSTALLERS. Ui n tit. TC LL 25.0 PSF REF R7175- 13566 T .petro 1:00,0•19oBCS - fabricating. handling. rmation - au m ) fo' n Rorer to follo •w 19575 'r !^9• TC DL 7.0 PSF DATE 12/19/17 tFr.latest edition of SCSI (Building Component Safety Information. by TPI PICA) T' safety practices prior have iprt I attached rl P J s as Y b- ng P BLS/ e ' �I top chord hall Love properly tscbeq structuralsheathing q or chore shall have properly attached BC DL 10,0 PSF DRW CAUSR7175 17353038 to sects Ili, I Locations shorn car applicable. nt laterplated re 'r 4 hall he b 'ng 11 a pa alo "�,/"f A L,P[I N seat oin BJ, B/ur Big, ss otedotherwise. R fer ito Lu nlu f J pu t ionabuva a W u r tha Jornt Ddivisi, unless rotes ngCooRefer to drawingssha l no 7 for restandardl platypositions. 1 •/20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH Alp-re,a division sion of ITr Building Components Group Inc,shell C be responsible for try deviation from this • drawing any failure to build the truss 'n conformance with ANSI/TPI 9,or far handling, shi Pping, OREGON AN nes cOMR4Nv )retaliam an bracing of trusses. +�r� (*.era. m v TOT.LD. 42.0 PSF SEQN- 269685 . A Al.,an thl.AP...1M or ooy.r peg.!feting tole drawing, Indicate.acaptanes or profs elo.Yl engineering I e t.20 19e responsibility solely for the design shown. The suitability and i of this drawing for ars,stricture Is the 8351 RuvanaCirde responsibility of the Building Designer per ANSI/TPI I s.c.2.4,11 , W.V"" DUR.FAC. 1.15 FROM IKE Sxrunento,CA 95828 For more information sod tois Job's germ./ norms.go armi those weba ALPINE: w.alpineitw.com; TPI:aar.tpine4org;NTCA:erw.aboirdustry.cam; IC:C:rwww.iccsofe.org SPACING 24.0" JREF- 1 W6V7 1 7 5207 w Renews 6/9012019 THIS DMIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEL (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 11gt, 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= NM ■ $ s All4-0-7 0-7-4 -1-- 0-7-4 18-2-10 3X5(B2)(R) III 3X5(B2)(R) III I - 5-1-12 _I_ 5-1-12 _) 1 10-3-8 Over Continuous Support 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. 153 F'ost OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 as■ARNIMOI+•READ AND FOLLOW ALL!RITES ON THIS DRAWING! jy, IN 825 N4th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING TIE INSTALLERS, O� aG lcF� OZ TC LL 25.0 PSF REF 87175- 13567_ Trusses require,.mita„ r in fahrirating, handling, shipping, installing and braving. Rorer t. end follow 19575 TC DL 7.0 PSF DATE 12/19/17 the latest edition of BCSIf(Building Component Safety Informer by TPI and NTCA) for safety practices prior �� to P r,trwse functions Installers shall pruv,de temporary bracing per NISI. Unless noted U iso. • / 41164, top here shall have properly attached structural sheathing and bot chord shall hav properly attached rigid lig Locations shown for permanent lateral restraint of webs shall have bracing installed par BCS! �- ,/ BC DL 10.0 PSF DRW CAUSR7175 17353039 aN - s BA. G,ur MD, as aPPl,cable. Apply plates to each (ere ur tru and position as shown above and u /��I p1�(� I E the Joint Detai unless noted otherwise. Refer to drawings 1600_z for standard plate positions. n 1 9/20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH U ' v Alpine, a division of ITR Building components croup Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TP! 1,or for handling, shipping, AN ITWCOMPANY installation A bracing or traaaoa. v TOT.LD. 42.0 PSF SEQN- 269691 . Assail on this arcing or cover p.p.listing this dresing, Indicates..a.pt.nno of professional engine.rinp '� �+ 20,19�� '' &351 Rrn1R.eircle p responsibility of"t::far lig assign per ANSI/TPI I The Sac.2 and u..or this drawing,tar.�,structure I.the �QO/.■ ifs DUR.FAC. 1.15 FROM 1 KE sRTrBgunto,as 9sszs responsibility for more, information plost.s panoral notes pogo those web SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:www.al piueitw.com tTPl$www xpirwt.org;NTCA: www.s Dci Mttatry.00m: ICC: wes,iccao Ye.org Rwr.w•un AlAlIMn1U THIS DWG PREPAR9 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 Igt, 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 3.511 along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 1211 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. 8 1--- r i ,r 11111111111 7-6-15 ei 0-7-4 s i i i -1-2 i r• T • 3X5(B2)(R) III 1-6-0') 10-1-12 3"12 %1'1 I— 10-5-8 Over Continuous Support R=140 PLF U=34 PLF W=10-5-8 RL=39/-8 PLF Note: All Plates Are 1 .5X4 Except As Shown, Crit:n C g It: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• ® . OFFS, OR/—/1/—/—/R/— Scale =.34"/Ft. Truss Components of Oregon (503)357-2118 "WARMIMGI`• READ AND Fats ALL NOTES ON THIS DRAWING! 825 N4th Ave,ComeliusOR97113 "IMPORTANT.. FINNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 0� �G(N� .R O� TC LL 25.0 PSF REF 87175— 13568 rlatessms reditio n r oma B In ng Clrpo;en, Safety handling. shipping.Information, installing TPI and) fo; ,. tufa f And Follow TC DL 7.0 PSF DATE 12/19/17 the latest edition ole oPrBGSIr(Builtll ng Component Safety InPorrn.ti wr, by TPI ertl'NI'CA) for safety practices prior 19575 w purr hong theses 'er LI ns lust/111 tamw hall provide rary bracing per BCSI. UnlessU noted otherwise.top chord shall have)properly attached structural sheathing e and bottom chord shall have a Properly attached rigid ceiling, Locations shown for permanent ulateral t of webs shall have bracing lledtper SCSI / idliV BC DL 10.0 PSF DRW CAUSR7175 17353040 • • ' r �� Be Ili or n/U, as avvllcnLl e. Apply plate- <b lace or t and pas u u sl above and on / • the J B tui is unless natetl oiherwlse, lie fel C d "nys IGOA-Z for staridertl Plat pos t' 1 9/20 7 A r Alp e, a:hies''.of ITh Bplld ny�dmpnnan<s grepp Ire.,hell nn<ba ra>pa>lbla Pnr dayiat�nn from<hl> BC LL 0.0 PSF CA—ENG JCJ/GWH drawing. any failure to build the Cruse ;n conformaroa with ANSI/TPI 1, or for handling, shipping, OREGON TOT.LD. 42.0 PSF SEAN— 269746 AN rrW COMPANY installation a bracing of trusses. A seal en this drsing or dower Ppm listing this tlretlng. IMlsetp acceptance of prorwlar.l engineering 1' rt'20 19aa • responsibility solely nor the design shown. The suitability and I. g'of this orating for ern structure is the• 'P • • &sl Rorem CI[t'�C responsibility or thee Building Designer per AISI/TPI T Sad.2. •O) , %►� DUR.FAC. 1.15 FROM I KE Sacramento,CA9ss2s For morelK;nformatlon pinsjob's gnnoral >pogo aro those meb sites: j, SPACING 24.011 JRE F— 1 W6V7 1 75207 ALPINE:tmr,alPiitt.com; TPI www epi toIp ry; 'rCA: wrfa.abciiylustrY.coo; ICC:aaw,lcc>afe.ory RanawfthienfeflO 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 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 3X5# lit• 7-6-15 0-7-4 ma mm Ill- =' ,11/"" ..i B T+9-1-2 1.5X4 III 3X5= 3X5(B2)(R) III L1-6-0'l 5-0-0 14— 5-1-192 5-5-8 1 10-5-8 Over 2 Supports R=571 W=5.5" R=445 U=31 RL=132/-56 Design Crit: 1RC2012/TPI-2007(STD) p PROF PLT TYP. Wave FT/RT=290(0%)/4(0) 16.01.0. .5 fo FSS, OR/-/1/-/-/R/- Scale =.34"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!" READ PAD FOLLOW ALL NOTES ON THIS IRANING1 X03 GINE' 825 N 4th Ave,Cornelius OR 97113 '•IIPORTANE. FURNISH THIS wgwlNO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (� la F� y TC LL 25.0 PSF REF R7175— 13569 Tri require extreme eme cern in fsht.rirating, handling, shipping, installing end bracing. Rarer and follow 19676 the latest edition ofBCSi (Building Component Safety Information, by TPI and RICA) for safety practices prime , TC DL 7.0 PSF DATE 12/19/17 o performing alae Uihaveurt ly attached shall provide ng and ry Loma:,Fry par all have pr noted attached r %1 Lop chord twit have properly attachpe structural sheathing aril bottom chord shal share have properly ly a Carted / rigid ceiling. Locations shown for par lateral restraint or webs shall Ave bracing installed per SCSI /l..-, BC DL 10.0 PSF DRW CAUSR7175 17353041 n Bd B/or 810, am applicable. Apply pl l s Co each lace of Cru end pusilror - -t above a,W u A�Lp)Q^ ' the t e i la, unless noted otherwise. R f n drawings 160A_2 for standard plate p n 1 19!20 7 BC LL 0.0 PSF CA• —ENG JCJ/GWH ' V Alpine. a division TN Bonding Components creno Inc.shell of eve responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for nandlleg. shipping. GI osei TOT.LD. 42.0 PSF SEQN— 269743 AN 1TW rAMR4NY irate!lati on&bracing of trusses. � A meal on this drawing w engineerings cover page Illative)this drawing. Indio.tes acceptance or praf.s.Is.I engineering 71`an.20,1990 t responsibility lbiiity solely ter the Orlonshown. Te sultabl l lty end use of rhes drwirg for any structure Is the `I �/ 8351 Rosana arch responsibility of the Building Designer per ANSI/TPI 1 Sec.2. OC D W M I KE Sacramento,CA 95828 for more information sec his job's gonorwl „o s a pogo and those verb SPACING 24.0" JREF— 1W6V7175Z07 w ALPINE: w.alpineitw.cwn C TPI wr eww.tpinst.org;1RCA: w.aboindustry.c ; ICCww.iccsore.org Renews 6/96/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - J2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean Fat, 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 II 1 1-10-15 0-7-4 PIA011=II : l' 8 —1— . J .40_9 1.5X4M 3X5(B2)(R) III Le-1-6-Oe 1-7-12-'-ilz 1-11_-8 Over 2 Supports I I R=233 U=6 W=5.5" R=46 U=2 RL=38/-27 Design Crit: IRC2012/TPI-2007(STD) 0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0A.,o 'Ai, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-:+118 •wAwulivai..READ AND FOLLOW ALL NOTES DNTHIS DRAWING! C9 lancing 11GlNFE' t TC LL 25.0 PSF REF R7175- 13570 0825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1es7s ,Q y Tresses shipp uu require extreme re In ra„r ” handling, " installing bracing. Refer rc and Followrthe 1 edition of DCS! (Building Compo Safety I rormat- by TPI ed AICA) to safety practices prior h TC DL 7.0 PSF DATE 12/19/17 nae rp - 1,e' mp, b per RCS!. Unlessd tae. jtopchord halt have properly attached I sheathing b bo chord shall have properly attachtl , 41111164, rigid 'ling. Locations shown permanent restraintofshallhavebrainstalled per SCSI 41,10..'.% BC DL 10.0 PSF DRW CAUSR7175 17353042 A LO��N urs Hi ur H,u, as applicable. Apply plates w each race.n tips rand Position a>shn.h�above nn _ the�o�nt Details, amass tea otherwise. Rarer tp drawings 1160:_2 Toro,, plata poait,o,» 1, 9/20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH Alpi,», a aiyisicn nr ITN eailol„g cpnants crnap 1„p. slap r,pt ha responsible Tar any aa.,iacian Fr this OREGON drawing, any failure to band the trims;a conformance with,ANst.Tpl 1. or her handling. shipping, ./ TOT.LD. 42.0 PSF SEQN— 269748 AN 17M fOMR4p1Y cawing, my A brant tld tos.he . A rel en thls erring or Dover pegs listing this erring. Indlcetee acceptance or professional engineer) '1420 19 f responsibility solely Por the design shown. Th.suitability �' eeporlbl I Ity or the Building Desi 2•naw.r this erring for.r0,.vesture is ANSI/TPI t S.c.2. zz3st xav�caTae ro gh+r Per O� � 1N a 1l� DUR.FAC. 1.15 FROM I KE SmamenkIXA95828 hnr mare information nrarme Ion n ;. �•a g Wore, notate page and thceo aa. SPACING 24.0" JREF— 1W6V7175Z07 eaw.alP+neitw.cornTPlw.wtpijob's ,o g; NlfA:ww.abcnausav•=Oa: ICC: ww..tccsare.org Renews 81SOM019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IIS (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 (Limber 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. 1.5X4 III 4 r— I 1-10-13 0-7-0 weme 111 , mwes 19-1-2 1.5X4 III 3X5(B2) 1-6-O E4 3-7-12 3"12 3-11-8 Over 2 Supports R=336 U=12 W=5.5" R=211 Design Crit: IRC2012/TPI-2007(STD) r'ED PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.6, : G1 , `b OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss Components (503)357-3118 ••wwINGI••READ Ata FOLIO/ALL NOTES ON 7X15 DRAWING! VI FF ,Oy TC LL 25.0 PSF 825 N�4��p�E� r "I�°RTANr" FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING TIS INSTALL° • 19575 REF R7175— 13571 4th Ave,Cornelius OR 97 13 Trusses require extreme re in£ahrirating. handling, shl ng and brncing. Refer£. and follow the latest edition of BC51 (Building Comp_ safety Information. by TPIandWTCA) for y practices prior !II TC DL 7.0 PSF DATE 12/19/17 toperforming these functions. Installers '11 provide temporery bracing per BCSI. Unless wted otherwise. _ Cop Ford shall have properly attached structural sheathing and b chord shall have properly attached rigidceiling, Locationsshown far perlateral festa ba shall have brag stalled ParBell Kill / BC DL 10.0 PSF DRW CAUSR7175 17353043 A�L )O N TM secthe Bs, ai or unlB10ess au applicable.otherApply plates to wingsli race or tru and rd olein as shown arta on 1 19/20 7 r`L--�I° the�n , Details, nofas1 noted otherwise. Refer ota drawings l1note£orespondard plata any deviation OREGON BC LL 0.0 PSF CA—ENG JCJ/GWH Al Pine, a envision of ITA Building th usiComponents Croup Inc,snap not I1 for for baa for any appietien from this drawing, any failure to build the truss in conformarx;e with ANSI/TPI 1,or for handling, shipping,ng. � — ANITWCOMPANY installation a bracing or tresses. •yr ��a,20r189Q+ '� TOT.LD. 42.0 PSF SEQN— 269710 . Aesesl on thio Drawing or Dover pogo lifting thl.strewing, Indicates sacept nce or prnr.olon.l ongl nooring responsibility solely for the design shown. The suitability and Sm.of this dr..ing far any structure Is the O( p •N� DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle reepmslbllity or too Building Designer par ANSI/WWI 1 s.o.2. Sacramento,CA 95828 ror more information this job's note. •a general s page arta t sob ALPINE: .alpineltw.com:TPI,www.tpir .erg; WTCA:arwwe.ab•irdustrycom: ICC:nwww.iccsare.org Renewa8/30/2019 SPACING 24.0" JREF- 1W6V7175Z07 THIS DWG PREPARE) 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 hat, 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 4r— i 1-10-13 0-7-0 m __i___ rjIIIIIMIIIIIIIIIMIMIIIIIII,fjJ{ 4..9-1-2VVV 1.5X4111 3X5(B2) ez LE-1-6-0 ,.1 3-7-12 a3"12 1'1 F= 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) rEX)PROFit PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.6� I F Ss, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss ComponentsofOregon (503)357.2118 '•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRANINGI ;1. TC LL 25.0 PSF ••IMPORTANT•• FURNISH THIS DRAWIND TO ALL NARINCTORS INCLUDING THE INSTALLERS. 19575 825N4thAve,ComeliusOR97113 N F� y REF R7175- 13572 Trusses require extreme BCS�.Ba In nghClr:poien Safely,„. shipping, installing nd endbracing.oRefer a. and follow TC DL 7.0 PSF DATE 12/19/17 the latest edition of BC51 (Building Component Safety Ie Pormati on, by TPI and WTCA) for safety practices prior �, to performing these functions. Installer shall provide temporary bracing par BCSI. Unless noted oJa:rwise, ig chord cel ing,l have tiosproperly attached permanent me n lay sheathing rM1 tr ant bottom chord shal shale have ang installed per BC51 O-- '"ri BC DL 10.0 PSF DRW CAUSR7175 17353044 rigid ceiling, Locations lper ne tural sh restraint or webs spall have b per s 113, Af or 1110, as appsfeeble. Apply plates to neat. b ar, ion as installed above and u 1. 1 9/20 7 A�01I]^ ' the Joint Details, unless noted otherwise, Refer to drawings 160A-Z for stands position positions. ” BC LL 0.0 PSF CA-ENG JCJ/GWH /�=1 Jr—/ ' I— Alpine, a division of IT11 Building Components Croup Inc,shall not be responsible for any deviation from this OREGON drawing, any fail.stave go t hru the truss in conformance with ANSI/TPI 1, or Per handling, shipping, 9 •„ 20 190 TOT.LD. 42.0 PSF SEQN- 269702 AN rtw rAMAfANY installation a bracing of cld the, v QH • ..eI we thle drawing or Dover page lifting this drawing, indicates acceptance or professional engineering40, responsibility solely for the design shown. The suitability and ter or this drawing tar aro structure is theFROM IKE ;sl Rovana Circle fwponsibl l lty or the Building Dwipar per NRI/TPI 1 Sec.2. O�0 • DUR.FAC. 1.1 5 SurN11ento,CA9,828 for more information soc this mhos gonoral rmtos pogo and those eSh sites: Renewaeso,2o1s SPACING 24.0" JREF- 1W6V7175Z07 ALPINE:www.al pi neit»,com: TPI:ww» WTCA.tpinxt.org;WTCA:.»w.epci nduatry.com; ICC:wwer.iccao Ye,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 - J5) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean ltGyt, 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 4 ril — 1-10I -13 0-7-0 {o— �, 9-1-2 1.5X4 III 3X5(B2) ..s=- 1--1-6-0 I -1-6-0m 3"12 3-7-12 .I—I l 3-11-8 Over 2 Supports R=296 U=27 W=5.511 R=285 U=9 • Design Crit: IRC2012/TPI-2007(STD) ;EO PROP. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, ‘' S4,� OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss Components of Oregon (so3)357-?118 ••WARMIMGI""READ AND FOLLOW ALL NOTES ON THIS DItMiNcl ("' SCI I. ©.- TC LL 25.0 PSF REF R7175- 13573 825 N4th Ave,Cornelius OR 97113 ""IrORTANT•• FURNISH THIS OWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. • I9675 Tr require extreme n ra in rahrimpo nn, Sfetyhandling, shipping, wIland and nrar nr eReferIn and follow TC DL 7.0 PSF DATE 12/19/17 toe.latest on or BCSI (Building Component Safety Information. y TPI per 'PTCA) to safety practices prior • , o performing have runobora.. Installer mall Prmvidesheath ngandtemporary bracing Ver all h e Unless tad attached to chordsnail nave properly attached,oe structural sheathing and De chord Snell have I a<tacrlea "� DRW CAUSR7175 17353045 ,� rigid e ling, Locations shown for permanent lateral r or webs shall have bracing stalled per BCSI /� ^ '� BC DL 10.0 PSF ,4��� I ccti,,,-B!. B/or b10, as aPPlitatle. APpiY platen.each lac,,or mm and position as ah em above and un 1 19/20 I t o nt Datails, pnlesa noted otharwiae. Refar to 77'..,:—:%:°:.:;:-::::::-.„ rA.i ,60A_Z rorratandartl plate po=Iti OREGON BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a tlivis,on of 117 Building Components Group Inc, Snell not be resPomsibla for airy deviation from this anomaly. anybrce to build the too"„ in conformance with ANSI/TPI ,.or Ce filling. 9hvppin,. 9 .n.xa,tg TOT.LD. 42.0 PSF SEQN- 269752 0. AN RW COMA4NY drawing. my failure bracing ng or vd the w 0 . A cool on this drawing or ower paps listing this drowsing, Indicates soosptMgs of professional enginaarirp sapwsIblIiry solely for the design shown. The suitability and uo of this drawing tar art,aVuatY1'a Is tem 8351 Rrn'a1g C7rde responsibi l Ity or the Building Designer per ANSI/TPI 1Sen.2. Q�D w•�� DUR.FAC. 1.15 FROM I KE SacrameNAGA 9 828 for morm information sac job's goners! na s paged arm thoso woe sites, ALPINE:www.alpineite.comTPIswxpinst.org;MICA:swsOoindustry.com; ICCsam.lccsone,org Renewa8 ea01R 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 - X) Top chord 2x4 HF #2 120 mph wind, 20.32 ft mean 11gt, 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 1d1 4-7-4 8I 0-7-4 I-11-- postai 1J 18-2-10 t 1.5X4 IB 3X5(82)(R) nl L-1-6-0 '1 6-0-0 3i R=383 W=5.5" R=245 U=36 RL=104/-41 Design Crit: 1RC2012/TPI-2007(STD) EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.$d 1G 1 . S'S OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "WARNIMGI"" HEAD AND FOLLOW ALL NOTES ON THIS DRAWINGI �� �� 825 N4th Ave,Comelius OR 97113 ..IWroRTAN I. FURNISH THIS OWING TO ALL WHiRACTORS INCLUDING THE INSTALLER!. y TC LL 25.0 PSF REF R7175— 13574 T require nem-eine care In fabricating, handling, enippinn I iiirg and bracng. Refer to and follow 19575. 9 theedition of BCSI (Building Comp Safety Informal by TPI and WTCA) for safety practices r TC DL 7.0 PSF DATE 12/19/17 performingto thous ru.wtiaoa. Installer, vide a a Prio- h p testa_ y bracing per•BCS!. unless noted ollerwrse top chord shall have Properly attached h Sheathing and bot chord shall have a Properly attached v rigid ceiling. Locations shown r permanent lateral restraint or-Webs shall nave bracing installed per BCS' 44111--'' BC DL 10.0 PSF DRW CAUSR7175 17353045 ,4 �Q 1 sae trona HI or 510 en app!•ruble. Apply plates cacti ,ace or tru end pus.Lrwn as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 forstandardplate positions. 1 19/20 EGBC LL 0.0 PSF CA—ENG JCJ/GWH 1 Alpine, a division of ITR Building Components croup Inc,shall not be responsible for any deviation from this OREGON dnstaII, any failure to build the truss .n tong r�ta with ANSI/TPI ,.or for handling, shipping, 94.4,,•zo ass , TOT.LD. 42.0 PSF SEQN— 269597 AN ITW CAMWANY irmtal lotion a bracing of vussss. 0 . A...I en this drawing or*over leg.I ming this drawing, indlo.t..eoesptenA.at Rrereselehel engineering resporsibi l ity solely for the design shown. The suitability end Wee or tele drawing for any structure is the OL O W.�� DUR.FAC. 1.15 FROM I KE 5351 Rovanacircle responsibility ar the Building Designer per ANSI/TPI 1 Sea.2. Sacramento,CA 95828 for more information his Job's general page and those woo ALPINE,ava..alpineite.com`TP1 re.tpinmt,arg: NTOA: sbcindostry.tam, ICC'snan.rccsofe.drg MMOVNiWOOn019 SPACING 24.011 JREF— 1W6V7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUMMED 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) 120 mph wind, 18.96 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 67 plf at -1.50 to 67 plf at 1.91 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2bldg, wind BC BC- From 5 plf at -1.50 to 5 plf at 0.00 DL=6.0 psf. psf, BC- From 10 plf at 0.00 to 10 plf at 6.00 BC- 35.62 lb Conc. Load at 2.06 Wind loads and reactions based on MWFRS. BC- 38.71 lb Conc. Load at 4.06 Bottno Deflection meets L/360 live and L/240 total load. Creep increase factor loadoapplied perchord chcIRC-12rsecctionpsf 301.5. concurrent bottom chord (live for dead load is 1.50. R=47 'i +19-9-11 3 s � 0- -8 1-10-9 0.0-7-4 a li�l 18-2-10 3X5(B2)(R) III L'<-1-6-0- 1-10-15a1< 4-1-1 >I [~ 6-0-0 Over 3 Supports--- R=263 U=30 W=5.5" R=108 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) EO PROFS FT/RT=2%(0%)/4(0) 16.01..; f9w 'r i41t91� S OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon 971157-3118 •et FURNI NG I•• REAHIS AV NG TO ALL NOTES ON THIS LUDINGGl Plir„ ` ' TCLL 25.0 PSF825N4thAve,ComeliusOR97I13 "Irnwrca nfahriSH TMlswwmcroN.1pping,cmnslllingancnEing. Brer �� REF R7175— 13575 rrr reditio aofraBCSIaw r In ng Co moon. hanSaelirg, ormation, instn,lind and nracirg.ety p c. and rprior 19575 the,'e oat edition or nctions, Iirg Component safety Inrormpo;on, by TPI are'YTCA) for safety erect w prier TC DL 7.0 PSF DATE 12/19/17 to P harej l ly tache structuere ral p•' temporary bo tramho per all h e finless waw,attached . 1 top chord shall have properly attached atr turas an nlrg „d bottom mord mall have rlgltl ceiling. L siown permanent lateral t of weds shall have bracing properly installed pecnad ,4�1O1� se�.r tld a, am applioahle. Npply Plaine ace trm s,L,a, as elabo per dcsl ��' BC DL 10.0 PSF DRW C,AUSR7175 17353047 L J the Details, leas noted otherwise. Refs to a ,60o- "n' r" i awn arid a 1 9/ZO shall z for truss ard plate nos BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a y failure of IbW build the Building truss in croup Inc. shall n t be responsible for handling, for any deviation from this OREGON drawing, any brace to or sea truss in conformance with ANSI/TPI 1,or for ho ntll ilx�, shipping, AN rrw COMPANY ircrtal Patton A bracing ar tr„swam. 9 'lin.RD,19$° .';� TOT.LD. 42.0 PSF SEQN— 269593 . A seal on this drew/Ivor or opver peps listing this drawing, I refloat.aceeptan.or professional engineering responsibility solely for the ensign shown. The suitability end raw or this drawing Por Ott structure is the 8351 Rovala Circle raapwwlDl l I p'or the Aol ldlng Designer per M141/TPI I s.t.2. �' �.D W �� DUR.FAC. 1.15 FRDIiI I KE %emerge',CA 95428 For mo ion this job's gonaral s pogo and chase we ALPINE:w .alpinertw,com t TPI www.tpir ,erg; WTCA ,. sww,sbcindustry. om, ICC sites; wwaw.iccsbra.or g wdnaWreoisoreola SPACING 24.0” JREF— 1W6V7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SMUTTED 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 Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=113 U=31 ,i1-1-11 ! 8 3-2-9 iiiii d 0-3-8 0-7-4 y 7- 11 18-2-10 3X5(B2)(R) III • • • 1-6-0>I< 3-10-15 2-1-1--->J 6-0-0 Over 3 Supports )1 R=319 W=5.51' RL=73/-35 R=110 Design Crit: IRC2012/TPI-2007(STD) , )PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.!. t'E SFS OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357.1118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! GI REF R7175- 13576 825 N4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CoNTRAOTDRS INOLUDIND T!E INSTALLERS. 0 ,,,IG s �I' V TC LL 25.0 PSF y Trusses wire narreme care in faun handling, shipping installing inn and bracing. g far to and follow 19575 9� the latest edition of BC51 (Build ng Comp Safety Informal by TPI and PTCA) forsafety practices prior 1 TC DL 7.0 PSF DATE 12/19/17 to p _ rrg these rum:tidos, Install .11 provide ttaapur y b- ry Per ACS!. Dui... ad o11.,vlsa } » cop spa shall have properly attached pe t 1 ral restraint not b sora mall have properly d per ed BC OAP/ f, BC DL 10.0 PSF DRW CAUSR7175 17353048 rigid ceiling. Locations shown for permanent lateral r s rnlnt f webs shall have bracing lien per BC51 sag B!. B/or B1U, as applicable. Apply plates Lu mcb laa.e or Lru ar, lu n i •(20 A _LE1^ I1 the Details unless noted otherwise. Refer to drawings 160A_Z for'standa d platpositions. ti deviation a BC LL 0.0 PSF CA—ENG JCJ/GWH LI' �! Alpine, a division of ITN Building Components croup Inc.shall not be responsible for am n o,from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPS,NY I, hon L^li „g of trusses. '''en 0 "� TOT.LD. 42.0 PSF SEQN— 269595 drawing Sc aee.r page listing this drawing, iedlost s soapsuds of pror...lon.l engineer) 20 4 r responsibility solely for th*design sheen. The Suitability aro s or this drawing ter any structure is the 9 8.351 RovaeeCirde responsibility or the Building Designer per ANBI/Tpl I Seo.2. RO� 1�.��' DUR.FAC. 1.15 FROM I I(E Saaunleio,CA95828 tar more tnrarma ion „this job's general a pogo and t woo JREF- 1W6V7175Z07 ALPINE:waw.elpioeitw.rom iPN Tjww.pinb st.org; WTCA:say.acindustry.com, ICC s ww &3 n.hccwafe.org R.D.W. 0(2099 SPACING 24.0" THIS DWG PREPARES 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.O0 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 .419-9-11 1 8 1-10-9 _i_ 0-3-8 0-7-4 : iit 1 -1-- MINEMMIMMININMENNEMMJ! 18-2-10 m 3X5(B2)(R) BI 1-6-0 - 1-10-15 I 4-1-1 ="J I` 6-0-0 Over 3 Supports >+ R=238 U=199 W=5.5" R=176 U=109 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01,.E : '4 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon (503)357.-118 awe IIMGI"• READ AND FOLLOW ALL MOTES MTRIS DRANINGI a_G1 O. TC LL 25.0 PSF REF R7175- 13577 7825 N 4th Ave,COmelius OR 973 ...IMPORTANT'''. FURNISH THIS DIMING TO ALL CONTNACIORS INCLUDING THE INSTALLERS. 0 . IP' - 19575 Trusses require extreme nate in fahrl " handling, .hl ` installing bran , R rn and follow the 1 edition of SCSI (Building Co P Safety Information, by TPI apeSBC for safety practices prior ' Si, TC DL 7.0 PSFDATE 12/19/17 to pahrureing these functions. Install provide W' Y per KS! Unlessd otherwise, top chord shall have properlyattached ural sheathing and bottom chord snail have properly attached riga ceiling. Locations shown ror permanent lateral i f we. halt Wive bracing installed per SCSI /' i BC DL 10.0 PSF DRW CAUSR7175 17353049 7 -ns. B/ur 1,2 an applicable. APPIy pia e' ch'I'41,!1- and rrr U u r above a"'" 1 a/2O ,4 n I�IQ N 'Alpine, e e Serails unless sued othwrw kafaret :i7 awn gs f standard Plate positions. G BC LL 0.0 PSF CA-ENG JCJ/GWH I' J,�,J Alpin, a division of ITN Building Comtonants Group Inc, shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, 0 OREGON AN rrW COMPANY installation a bracing of Grosso.. �D� ,� wN TOT.LD. 42.0 PSF SEQN- 269630 A...I.n this drawing or cover page listing this dr.wlnp, Inndiant..00.pt.ne.of prohMion.l.nglrwr.ring l� n.20 1s G` repo.lbil Ittyy of solely for Building Nrisn'P.design r Mhe suitability uitab f and me of this drawing for any structure is the pC EMI tk DUR.FAC. 1.15 FROM I KE 8351 Ravana Circle (� Sacermnto,CA95828 foras a=Tana this r gnn end those awrhsit.: SPACING 24.0" JREF— 1W6V7175Z07ALPINE:www.alPinettri.con; TPI:sww.tPis .org;WTCA: www,.biMustrY.co: ICC:www.iccsafe.org RdndV/e&3OY2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 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 psf 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 1 0-3-8 1-2-10 0-7-0 __L_ 3X5(62) ---.-- L-.1-6-0 1-10-15-4 --------4-1-1 >I I1c 6-0-0 Over 3 Supports al R=256 U=18 W=5.5" R=108 Design Crit: IRC2012/TPI-2007(STD) , p PROF, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• .•'r - FSS, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503))357-4118 aeMARNING1ew READ AND FOLLOW ALL NOTES ON THIS URAWINGI `� G1NE" .. �O 825N4th Ave,Cornelius OR97113 "'IMPORTANT.. FURNISH THIS DRAWING TO ALL CONIRACTOIS INCLUDING TIE INSTALLERS. v r1 4' y TC LL 25.0 PSF REF R7175- 13578 Tri require extrema r in fahrirating, handling, shipping, installing and brad ng. Rarer f. and follow 19575 i ,A41164, the l edition of BCSIr(Building Component Safety Information. by Till and WTCA) forsafety practices prior TC DL 7.0 PSF u performing these iLra.0 urro. ImtnllnraucLall provide temporary bracing par BL'SI. Unless rioted otherwise. ' • AO, DATE 12/19/17 to chord shall have pons sho attached frpe str ural sheathing and b shad sall have properly dattached BC BC DL 10.0 PSF DRW CAUSR7175 17353050 rlgd ceiling. Locations shown for permanent lateral Y webs hall have bracing installed per SCSI OA. a BS, Hi ur B1U, nn applicable. Apply pletee to neon race of truss a,pus ion ms erxwxi above and an -- A/11(I o ^ I t:ne J,o'nt Dataile, nnleee nptad ptharwla,. Rarer to naawi�a,aoA_z fpr etahaard Plata paaititne. 1 9/20 BC LL 0.0 PSF CA-ENG JCJ/GWH f=i I�—r' ' V Al pi na, a division of ITw Building compo manta Group Inc. awn nod esponsibis for any dab,acion from his OREGON drawing, any failure to board the truss in conformance with ANSI/TPI or for dandling, shipping. .e TOT.LD. 42.0 PSF SEQN- 269708 AN fTW COMPANY drawing, laded a bracing t of vd the v A..sl an this drawing Sr cover pope lining this drawing. Indlastes acceptance of prat.slaful.nglneering 7 Ori.20 190 responsibility solely aur the design sheen. The suitability end use or this drawing Tor any structure is the •- j/ 8351 Rogan Circle resyoneiblIsty or the Building Designer per ANSI/TPI I S.c.2. O` , VII,1� DUR.FAC. 1 15 FROM IKE Sacramento,CA 95828 for more information t=iers s general motors pogo and t web •� SPACING 24.0" JREF- 1W6V7175ZO7 ALPINE:www,alpineitw,00m t TPI:waw, pi t.org; WTCA. nww.sbcindustry.wm, ICC s www,iccsafe,org Renews 6(90!2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUB/ITTED 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 URC-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 __L— 0-3-8 1-2-10 0-7-0 —T— 9-1-2 —1-- 3X5(82) 1-6-0"F 1-10-1596 2-1-1----- I4-0-0 Over 3 Supports R=258 U=12 W=5.5" R=73 Design Crit: IRC2012/TPI-2007(STD) , D PROF 4 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0• .c' FS OR/—/1/—!—/R/— Scale =.4375"/Ft. _ Truss Components of Oregon (503))357-2118 ..WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! •� GINE iO4. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui a �`� REF R7175— 13579 Trl rerluira oarsman r in rahritat-Ing, handling, whipping, installing and banning. Rarer to and follow 19575 the lace t edition r DCSI(Buildi Component Sar yrs i rm.(Building °er,shall provide Information, by TPI and NrCSI for safety ted otherwise, prier r TC DL 7.0 PSF DATE 12/19/17 w P aJ l have I Install -Il P heats temper y bracing Per all h e 1 as atra,rh.lde �l top Lo d shall Lave properly n for 1 Sheathing and of shad shall have properly aC tensed BC DL 1 0.0 PSF • rigid i-�. Locations a aappn car par lateral reatth rasa ba swan have n as Ilea per Bcsl -.�"' DRW CAUSR7175 17353051 >t -tl3, B/or B1U, aa applicable. Apply vl ea w oath 2 p and position shown sodas and a �`_�IL _L EI N the`Joint Details, unless noted otherwise. Refer to drawings;BDA_Z for standardplate positions. t ano BC LL 0.0 PSF CA—ENG JCJ/GWH Alpine, a division of ITN Building Components croup Inc.shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for nand,ing, shipping, /\ AN IrweonncwNv installation A bracing or trans.'s. {R� v TOT.LD. 42.0 PSF SEAN— 269717 A...I on thio drawing.,oowr Paps listing this drawing. Indicates wooept ne.of profession.'engineering responsibility solely for w design shown. The suitability and IMO or this dram ��V1 20219 f� 8351 RovanaCircle responsibility of the Building Designer per ANSI/Tpl 1 Sec.2. "g for aro structure la W OC D Vk DUR.FAC. 1.15 FROM IKE sp=BD1e,Da,CA9sszs or more ion ianat a ghhhral . ed= sob SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:wrw.al pine2tw,corn information see www tpi hong;NTCA:www,sbci ntl2,etry...om, ICC: wwr,.iccsafe.org Renews8/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - 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 4_10-7-12 1 4 1- 1-10-2 _I_ 0� If 0-7G 40�-0 9-1-2 3X5(B2) -- 1-6-0. 1 2—s F4-0-0 Over 3 Supports R=288 U=9 W=5.5" R=75 RL=29 Design Crit: IRC2012/TPI-2007(STD) a 0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..' .+' - FR,r1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOregon (503)3571118 aarARNIMGIwaREAD NAG FOLLOW ALL NOTES ONTHIS DRAWING! (31N 825 N 4th Ave,Cornelius OR 97113 TTI ANTT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0� r1 F�`� Q. TC LL 25.0 PSF REF R7175- 13580 _ Tr. requires extreme r in fahrirating. handling, ,,-t t,nn, Installing end nrer.inn. Refer r. any feu w 19575 '9 TC DL 7.0 PSF DATE 12/19/17 the latest editionofBCSIr(Building Component Safety Information, by TEl and NTCA) for safety practices prior , w performing thew rt!operly Installeim structural provide Lemaurary bracibottom per SCSI.avUnlec opeted attached '1 _ . Abthtop chard anal have properly attached pe a gyral lateral restraint and nett tanord shall have n properly per BC BC DL 10.0 PSF DRW CAUSR7175 17353052 v sects ceiling. Lora sawn for permanent lot e 1 1 t e Ir Loll neve bracing scel led per BCo -.../� A L_P O N I sections eD, a,s, unl as appinoted other Apply Plate, w each raceortrees and rd pl to positions.,tion above ares a,. 1 /20 the rent Da ni unless npted atnerwiae. Referto drawings 60A-Z fpr stn ward plata Positive s. BC LL 0.0 PSF CA-ENG JCJ/GWR Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON _ drawing, any failureacs to f tru the truss in conformance with ANSI/TRI 1.or far handling, shipping. 0 V TOT.LD. 42.0 PSF SEQN- 269750 AN JT'W COMR4MY installation A bracing of trusses. . A seal on this drawing or cover peg.I isting this drewlrrp, Indicates eop atanoe or prorw.ieoei engineering � �".20 19� responsibiIity solely ter the design shown. The suitability aro use or this drawing r any structure is the Rpt• W.‘14`' DUR.FAC. 1.15 FROM 1 KE &3m 5I RoraCircle responsibility or the Building Designer per ANSI/TPI I Seo.2. SacrameNO,C..A95ffi8 rwr more information mates e this w is job's general pages and those]mob SPACING 24.0" JREF- 1W6V7175Z07 ALPINE,www.nl pinaib.cwneTPl www,pinst.orq;NTCA:wwe.abcirmtry•cam: ICC: ww,lresore,orq Renews 6!90!2019 (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUMMED 9Y TRUSS MFR, Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 18.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Locates anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind iC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=6.0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MYYFRS with additional C&C mender Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=27 U=12 7.11H � R=34_19-9-11 318-2-10011=1-3 10 0-3-8 1 1-10-9 0-7-4 3X5(B2)(R) III L-1-6-0.>I 2-0-0_ Over 3 Sports I I R=237 U=14 W=5.5" RL=45/-28 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) s PR.p s ( READ Ales FOLLOW ALL RUES ONTHISDRAWING!) 4(0) 16.01. s FSS, OR/—/1/—J—/R/— Sca l e =.4375"/Ft. Components of tWav on 503)357.2118 •"IGIRNIMGI"• 825 N 4th Ave,Cornelius OR 97113 ••imPoRTANT•+ FURNISH THIS DRAWING T9 ALL CONTRACTORS INCLUDING TFE INSTALLERS. G% a0111 .0 iO TC LL 25.0 PSF REF R7175— 1 3581 Trim.,require extrema .bre in fabricating, handling. ahi ppirig, installing nM ng. Refer r. and follow 19575 Z the la`est edition of BCSI`(Building Component Safety Information, by TP1 dol WTCA)r for ori TC DL /41116 � a pe �rn,ng these run_Li ,m, Installersshall provide temporary bracing a have safety practices prior p. 7.0 PSF DATE 12/19!17 top chord shall have _y ng V r BCS/. Unless u wl otherwise, Properly at ached I sheathing aryl bottom chord shall �/ rigid ceiling. Locations shown for per talar al r a properly attached I� s B3. BI ur Gnu, webs shell have bracing installed Per BC 51 BC DL 10.0 PSF DRW C.AUSR7175 17353053 A���)��I� y"`� iuri sanoteli�aLle. Apply plates Lu each ,�acefu l'truss and position asiuialwve burn!on � f u I'---1 the Joint Details, lea d otherwise. Refer to drawings 160A_Z for standard plata positions. W Alpine, a division of ITR Building Components Group Inc.shall not be responsible for 1 120 BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to build the t onformance with ANSI/TPI 1, or for handling, shipping. from this OREGON AN ITW COMPANY natal loci en a brae ng of trusses. rues �n c A•••I TIM: af..lhp er sees/ ng ' eq • 9 TOT.LD. 42.0 PSF SEQN— 269589 ••pens sill P•P list lip this Ar••IPp, Inele•tN•eb•pt•m•et pref•••ien•1 In••r1 0 8351 RDeana Circle b or Building Doeip•h•wn. NSI sulubllity•b lr er tnl•ar..l ng Tier.ry.trueume I•tlr /� 20,19. responsibility m per ANSI/TPI 's.e.:. C� N� DUR.FAC. 1.15 FROM IKE saCCffii1e w.c.A 9m28 nor more information is ob's genorel notes page end those we O ALPINE:www.alpineiv.com tTPI ww`.'Cpilist,org;INTCA:mww..sbainduatry.com; ICC y w•.iccsate,org __ SPACING 24.0" JRE F— 1 W6V7 1 75207 Renews 6/39/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ2) Top chord 2x4 HF #2 120 mph wind, 19.63 ft mean Igt, 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 I i 1.111/8 ( 3-2-9 0-7-4 —17 SEMI -7-4 4_18-2-10 R=39 3X5(132)(R) III LE-1-6-0 2-0-0 1-10-15 -H f-3-10-15 Over 3 Supports R=279 U=9 W=5.5" RL=73/-35 Design Crit: IRC2012/TPI-2007(STD) s PRop PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..E Jr FS+, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components (503)357-2118 ••YARNIMGI•• Asan AND FOLLOW ALL NOTES ON THIS DIwINGi iN REF R7175- 13582 _ Ron •a160RTMR• FURNISH THIS IN=NING TO ALL CCNRRACTTINS INCLUDING THE INSTALLERS. Ow TC LL 25.0 PSF 825 N 4t1t Ave,Cornelius OR 97113 0 v* h`� Y Tr. -equina trema re in fahrinefIng, handling. shipping, installing and braving. Rarer r and fallow, 19575 TC DL 7.0 PSF DATE 12/19/17 the latest editionof SCSI (BuildingComponent Safety Information, by TPI and ITCH) for safety practices prior P 'rainy these Itnotlunn. install .hall provide temporary bracing par tush. llole,, U wLed uwrvise, ` 1 Alidlilla tog chord shall have properly attached pe structural sheathing art h chord sshal cnav have properly d per ` BC DL 10.0 PSF DRW CAUSR7175 17353054 rigid ceiling, Locations sheer for per lateral c int f b hall have bracing Installed Prr BCSI -:/ ,4Ii I E=1)f , sci B! B/ur 61U, av appl iaablr, a Ply plata 1 raceu ar,pus above ensu un PP ///GVV/ Ire the J G tails. nniass-ro=ad otherwise. :afar t d ifiCA_Z forestantlerd Plni poet 1 V20 BC LL 0.0 PSF CA—ENG JCJ/GWH AI p'r», a division of ITN Bu'Id'rg lryao Hants Groi.p Inc. Sha n -roc ba resporru ibis for am eaviatian frau this OREGON drawing, any failure to buil.the truss in conformance with ANSI/TPI 1,or for handling, shipping. AN ITWCOMR,NY installation.bracing of traaaaa. TOT.LD. 42.0 PSF SEAN— 269591 A sesl on this drawing or cover peep listing this drawing. Indlaetes acceptance or prorawslonal engineering IA."4f7.20 1906 responsibility moiety for the deign shown. The suitability and use or this drawing fix em structure Is the 8351 Rovaro Circle responsibility of the Building Designer per ANSI/Tel 1 See.2. '1.0i., W,N� DUR.FAC. 1.15 FROM IKE sffiraoeoto,CA9582S For more information sec is job's general a. s page Arid i web row SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:wew.al pineits.com; TPI:www tpi t.org;1fTi:A:www.sbci ntlustry.com; ICC:waw,iccso fe.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 - 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 i il 8 �� 18-2-10 3-10-9 4X5 III 0-5-12 —J 5.07 ..-.. 16-2-10 3X5(G1) \\\ 4-11-7 ,2"13 ri Iz 5-2-4 Over 2 Supports-- R=230 W=5.5" R=224 U=26 RL=73/-25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 17,01.. eail .P k, OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components ofOre on 503)357-2118 eeWARNINGIee READ AND FOLLOW ALL NOTES DN THIS DRAWINGI 825 N4th Ave,ComeliusOR97113 ""IMFORTANTa. FURNISH THIS DRAWING TO ALL C°Nr""CTDRS INCLUDING TME INSTALLERS. O�� gttGINE . 01 TC LL 25.0 PSF REF R7175— 13583 41 Trusses require a t.eon r in fahflrnting, handling, shipping, Installing and h ening• Rotor toand follow J 19575 7j the latest edition ofrRC51(Building Component Safety Information. by TP1 and RTCA)rfor safety practices prior 'e. TC DL 7.0 PSF DATE 12/19/17 w rrorm",y these ILnutierm, Insteller,a boll provide temporary bracing per BC51Unless noted u,Aerwlsa, r r top chord shall have properly attached rel rel restraint ng anti bottom mord shall have a properly attached • �1 BC DL 10.0 PSF DRW CAUSR7175 17353055 rigid ceiling. Locations shower for permanent pply plates restraint or webs shelf have bracing a i seallea per GC51 /- / //��r w s BT. B/or ae applicable. Apply plates Lu each race or and puss tion as shown above end on A I LE11i N ` `Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. 1 9,20 7 BC LL 0.0 PSF CA—ENG JCJ/GWH t,",:, a division of ITR Building Components croup Inc.shall res be tespo,vsible ror am deviation from this OREGON drowill any fnilurs to bund the truss In cnnformarpe with ANSI/TPI 1,or for nandling, sbiPpiryl. /.. v TOT.LD. 42.0 PSF SEQN— 11931 REV AN rrwconuanrrr installation a bracing of trasaos. V, A.MI on this drawing or Dover page listing this drawing, Indlo.tes.aoept nos of professional engineering 1 vert.20,19# responsibility solely for the design slow,. The suitability and,se or this drawing far any structure I.the �Qp�O �� DUR.FAC. 1.15 FROM I KE 8351 ROvam C1rcIC responsibility of the Building Deslgner per ANSI/TPI I Seo.2. SazrNneNo,CA 95828 For mo Information ,sjob's gn"or"' "° pa90 and t veno" SPACING 24.0" JREF— 1W6V7175Z07 ALPINE:ww.elpinaitw tom tTPI fwww tpinst.org;WTCA:raw sbcindustry.com; ICC: ww.iccsofe,org RWee.,s.1^DI2Q+9 (1217082--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - SJ4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBIITTED BY TRUSS MFR. • Top chord 2x4 HF #2 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Locates Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind IC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: 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 111 i 1-11-4 103 11-1°1°°1111 � 5-2-9 1.4418-2-10 1.5X4 III 0-5-12 j - 5.07 16-2-10 r 3X5(G1) % LE- 1-10-15 -1 I.< l5-2-4 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) 16.01.0 e ' 'fiF,4 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357.2118 ••WIAIWi1INOI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINSI 25.0 PSF 825 N4th Ave,Cornelius OR 97113 ••INPORFANTrlm •• FURNISH THIS DRAWING TO ALL=TRACTORS INCLUDING THE INSTALLERS. ��� �G INs=F� O,L TC LL REF R7175- 13584 Trusses require extreme core in fabricating, handling, ani ppi nD, irls*'el nno and bracing. Rarer in anti follow 19575 the latest edition of BCSI (Building Component Safety Information. by TPI and iTCA) for safety practices prior TC DL 7.0 PSF DATE 12/19/17 o per•forwing these (unctions, InstIocls.11, .11 provide temporary br'a,:,ng par LICSI. Unless noted otherwise. 1' top chord hall have properly attached structural sheathing and bottom chord shall have a properly attached �l BC DL A rigid ceiling, Locations shown r perms lateral restraint of wens shall have bracing installed per BCSI 10.0 PSF DRW C.AUSR7175 17353056 ,4 ,�1��0 I 1 sent BJ B/ur B10, as applicable. Apply pl es each Fere ur true and pus Lion as stow.above a.un � J rias J Int Details unless noted otherwise. Ra Pei o draw rgs 160A-2 Tor afa,Mard plate posit ons 1 n�,so Aldene a dl visl on of ITN Building Compo nems 6rouP Ir,c.alwll not ba raaponsinla R,r arry dev,atlon from this J 2 ` BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure o build the truss In conformance with ANSI/TPI 1, or for handling, shipping. OREGON AN awwMPANY installation this bracing of tre,aae. y. .,r TOT.LD. 42.0 PSF SEQN- 269603 responsibility en l lsy solelygfor the rppf hating thiThe drawing, indicates me acceptance of pror•f3 0 engineering e9�a �.4.20,10# t �,sheen.rper The suitability.ref use of this arwlnD tar e,y,structure is the O N DUR.FAC. 1.15 FROM IKE 8351 Rrnana Cirtie r.epowlBlllty of the Ow!ding DFslRllar per ANSI/Ilei 1 Sena. , w sacreneto,CA95828 For more information a is job's gonorel notes peso. SPACING 24.011 ALPINE: www,alpine;tw,com: TPI:waw cphret.org;NTCA: wwwsbcindustrycomb:ICC'raw.icesafe,org -- JREF- 1 W6V7 1 75Z07 Ra.aar oRMUOMO 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 4 410-0-4 1— —I— 1-2I-10 0owner �— am... ..41...9-1-2 V 1 ►S/ R=36 3X5(B2) =-E . 1-6-0. 1 2-0-0 Over 3 S!pports I' I R=228 U=22 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.04 e5 •pC061, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 ...WARNING!" REM AID FOLLOW ALL NOTES ON THIS MARiINGI REF R7175- 13585 825 N 4th Ave,Comelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0�� fir'i N I�F� O,L TC LL 25.0 PSF Trusses rewire extreme re in fabricating, handing, ehe PPlnn, installing aM bracing. Refer to and fellow the latest edition ofrBCSlr(Building Component Safety Information, by TPI a.WTCA) or safety practices 19575 7 TC DL 7.0 PSF prior r,. DATE 12/19/17 L.performing these functions, Inslalln,s shall provide temporary bracing per BI;SI.f Unless haled otherwise. 1 top chord shall have properly attach.structural sheathing and bo chord shall have properly attached , 41111164, riga II-ng. Locations shown for permeneat latera, restraint t b all have bracing installed per IICSI �� � IF' BC DL 10.0 PSF DRW CAUSR7175 17353057 A 11_,E=3)0 N thL BD Deli/tails, ur B10unless ss,,o.applicable. .. R pea Leo in each I -f tressotanJ rd late po sti riabove arW on the mint Ddivils, not IT rated otherwise. Refer to drawings 160A-2 for standard plate any positions. 1 9/20 7 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division slot of ITN Building ng truss conformance Inc.shall not be response nee lin ens deviation from this drawing, any failure to build the truss in conPoruanre rich ANSI/TPI ,, or for noodling, shipping. OREGON TOT.LD. 42.0 PSF SEQN- 269704 AN ITIN r.AMA4NY installation A bracing of trusses. A seal on Chia drawing or cover page listing the.drawing, Indicates.abptaros of professional engineering 9 Von.20 19# responsibility esieey rot the design sheen. TIN suitability ane use or this drawing Pur aro structure is the 8151 Roma Circle responsibility or the Building Designer per ANSIITPI 1 Sec.2. OL 1 w.�� DUR.FAC. 1.15 FROM IKE Sacramento,CA 95828 nor more informationthis,ob•a general notes page a t web sites, •• SPACING 24.0" JREF- 1W6V7175Z07 ALPINE: www.alPiinei tr.Com: TPI srs..tplrist.org;tlIiCA: .ww.sb Mu tr Y.com; ICC: wm.iccsaf¢.org Rwnewn PJOflI9J9lo 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 hat, 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 /•I10-8-4 1 4 r- -i_ 1-10-10 0-7-0 ��. . :I 49-1-2 Y R=39 3X5(62) — L 1-6-0›,I,c 2_0_0__. -1-10-15 —I f-3-10-15 Over 3 Supports R=270 U=17 W=5.5" RL=30 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01,00 05 Y�.-t�►��-o.FFS OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-1118 •'WARNIMOI•• READ AND FOLLOW ALL NOTES ON THIS DRAINING! ��"s CA, • TC LL 25.0 PSF po •rINAORTANTa FURNISH THIS OR AING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,Q y REF R7175— 1 3586 825 N 4th Ave,Cornelius OR 97 13 '9 Trusses require sof BCS - fahr� r, handling, shipping, Installing And bracing. Rarer ace follow 19575 r I TC DL 7.0 PSF DATE 12/19/17 the latest edition of extreme ar.(Building rirot Safety 1 f t by TPI and 121-CA) Tosafetyar p sounds prior r to - ry l have I-proper - Installers shall P temporary[wooing per all . 1 - y otherwise.. top chord boll have properly tai al sheathing or b bard shall haveproperly ly otherwis • rigid ceiling. Locations show for permanent lateral restraint of webs shall have bracing installed per BCSI /- -jBC DL 10.0 PSF DRW CAUSR7175 17353058 `Iw,(� WI B/or B10, as appllvable. Apply pla to ouch lace or truce amd position above and u 20 _ IL_,L=))0 N `he Joint Details, unless rued otherwise. Refer to drawings 160A_2 for standard plat positions.' 1 BC LL 0.0 PSF CA—ENG JCJ/GWH • Alpine, a division of ITN Building Components croup Inc.shall not be responsible for any deviation from this OREGON • drawing. any failure to build tha truss in conformance with ANSI/TPI 1,or for handling, .hipping. 0 v TOT.LD. 42.0 PSF SEQN— 269706 AN nw COMMNY Inca,I ti on a era.i ng or trusses. . A..el on this;drwoing or Dover pegs listing this dr.eing, Indlo t..aoo.pw,00 of profWloN1 engineering 1/ •x+.29 190 responsibility solely for the d..lgn show. The suitability one use of this crewing Ter structure I.the 0/„._..............7v4.0 DUR.FAC. 1.15 FROM IKE 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 for more information his job's general s pogo and ares°arch ' SPACING 24.0" JRE F— 1 W6V7 1 75207ALPINE:www.alpinelte.comTPI www.tpir$ .erg; NTCA:ww.aboindustry.uom, ICC: MMEANA802019 THIS DWG PREPARE 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. TC- 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 :1 22-5-110-6-1 5.66 0-7-4 i '1 -1— 18-2-10 2X4(A1) 2-8-7 5-7-14 L--2-3-0-----'J I8-4-5 Over 2 Supports R=130 U=29 W=7.028" Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.. ' .5 PrF'61v OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-3118 ...RIMINGI.. READ AID FOLLOW ALL NOTES ON THIS DRAWING! A FF • TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 'IMPORTANT.. FURNISH THIS DRAWING TO ALL CIDMIACT0R9 INCLIDIM TIE INSTALLERS. R .l„ REF R7175- 13587 Trusses require nal-ramoarIn fa,r handling, soiling and bran� Refer t follow i 1 9s7s 9r1 TC DL latest edition of BCS! (Building Component Safety Information, by TPI and PTCA) for safety practices prior r 7.0 PSF DATE 12/19/17 to performing these !' h _shall V. J temporary bracing per.HCS1. Unless Jotherwise, top chord shall have properly attach.structural srmathing and bottom chord shall have properly t rigidceiling. locations shown r permanent lateral restraint b hall have bracing installed p iAd. BC DL 10.0 PSF DRW CAUSR7175 17353059 59t. an.Li 133,�,or- lawapplicable, Apply pintos L each race Uu's and position -1 above and onA 11___,_F--11to Joint Details, unlessnd otherwise. k ir odnge 160A-Zfirtandard platp s 1 9:07i0.04N..(c. �20 BC LL 0.0 PSF CA-ENG JCJ/GWH Alpine, a division of ITN Building Components Croup Inc.shall not be responsible for any deviation from this OR drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping. ^a� TOT.LD. 42.0 PSF SEQN- 269632 AN ITW COMPANY insta l lotion a brae ng or trusses. V• ..,/ . A.eel on this tlrowIng or cover pep lifting thio drawing. IndIo t..seo.ptanoe of pro? Ion•!.ngilwrinp 7 VAR. i responsibility solely for t/ia dawion shown. Th.suitability and..*finis drawing for any structure Is the •Q� . 1, DUR.FAC. 1.15 FROM 1 KE 8351 Royals Circle responsibility of the Building Designer per ANSI/TPI 1 Sep.2. sacramenlo,CA9ss28 ror mono information r a aw .•a general a w pain those m.. LOADING SEE ABOVE JREF- 1W6V7175Z07 ALPINE:vww.alpi nil a.com;t TPI raw tpi Loo's, MTCA:v .s bcintlusiry.com; ICC, www.iccsafe.org Bellows 8/9012019 (12170132--FOUR D CONSTRUCTION CO. -BUTTERFIELD PARK LOT 1 -- TIGARD, OR 97223 - HR2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUtlI11Ep 8Y TRUSS MFR,Top chord 2x6 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLDSED bldg, Locatak Bat chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind3lC Wind loads and reactions based on MWFRS. DL=6.0 psf. Hipjack supports 3-10-15 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increasx factor for dead load is 1.50. R=125 U=20 2.83 i--- '( J 0'8'4 0-5-10 1— 1-10-10 0-7-0 —I— :l 9-1-2 2X4(A1) Lc---2 — 0 2-8-9 -I_ 2-9-13 { 2-1-7--3 I< 5-6-6 Over 2 Supports R=233 U=22 W=7.028" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2% O% /4 0 s PR'F Truss Components of Oregon (503)357-1118 '•WARNING!•• ( ) O 17.01.E �: FS9 OR/-/1/-/-/R/- Scale =.4375"lF1:. • 825 N 4th Ave,Cornelius OR 97113 READ AND FOLLOW ALE NDTES ON 7X15 DRAWING! • ••IMIORTANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLED. U,� �G(N �• O TC LL 25.0 PSF requireTrusses• extreme rami h tll shipping, nn and araenr,. Rare rn,n „� n REF R7175- 19588 • w� I edition o`BCSI a(Building bricat Safety I r ti by Tal end NnCA) for safety practices prior r 19575 "r p ,�� poi-terming` a pd ye e �- TC DL 7.0 PSF DATE 12/19/17 top chord shall h property Installers , ng Per BCS1. Unless noted ot,erwise, ////y�■ rigid ceiling. Locations shown or permanent lateral sheathing d bottom chord shall have a properly eCtachM Y -���N I seg ins H! N, N,U estraint Y bs shall have nrToirg insinsl lea per 6CSI w■ ' BC DL 1 0.0 PSF cna Jol nc Details, ,ass noted `� r race r "gid c> �,�n a�',MAW,,.I�,w a '' DRW C.AUSR7175 17353050 i o drawings 60A-z for s plate positions. d 1 ''/20 ' Al Pi new a division or IT11 Building Components Group Inc. shall not be responsible for any deviation from thin BC LL 0.0 PSF CA-ENG JCJ/GWH drawing, any failure to bund the truss in conformance with ANSI/TPI 1, o candling. shipping. OREGON AN fl'W COMR4NY Iretal latinn a bracing of trusses. r for Assail on this dimming or cover pp.listing this Miming, Intlle.t.. `I, y r.spoislel l lty solely tor the design shown. Tile Iu,l taml ltal.m I..or this dr.wl `� TOT.LD. 42.0 PSF SEAN- 11933 REV .t this d.or prdraalelsl engineering t * 0 , 8351 RuyaraCircl responsibility or the Building Designer per ANSI/TPI 1 S.d.2. "D for•'B'*true-rams is u• 'raft 19 N DUR.FAC. 1.15 sNrBntve.cas5aza or mo W �' FROM IKE ALPINE: .alpineltwr.com, TP1,swwe this job's genoral a pogo and tnoso ane LOADING [Pi net.org; tTG: www.s IMnatrY.cam. ICC, www.iddeara.org SEE ABOVE Reneww IRWOMB JREF- 1W6V7175Z07 I ' � i2LR Ren - orong � e 'nbeS , kDs - 1, t,, L, 1 (91 T-Reinforcer'lent This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinf'orcernent: or reinforcement method is desired. L-Reinf, 40° 411 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:Notea minimum 80% of web member length. , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement, . Alternative reinforcement specified in chart below may be conservative, •-! MUM For minimum alternative reinforcement, re-run design with appropriate \/ FA type. /X\ T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, 1111 Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4O10 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60) 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. --- 00 OIE) Center scab on wide face of web. Apply (1) scab to each face of web, 111 IIIIM ��, O PROP ■wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING s ••INPORTANTw•FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 440 19575 TC LL PSF REF CLR Sub Tru require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and c st followthe latest edition of SCSI (Building Component Safety Information,by TPI and SBCA)for safety �i TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ------ ------- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord /r' w ceiling. webs Ni, 19/20 Rof eferuss ond drawings as shown wstandnrd nl¢tz the Joint Detolls, unless noted otherwsse. OREGON BC LL PSF g p positions. 1 9/1 7 •d AN ITW COMPANY Alpine' a division of ITW Building Components Group Inc. shall not be responsible for any deviation From w9 6 e0 this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, n•20,19 TOT. LD. PS F Installation&bracing of trusse W •" A seal on this drawing or cover page listing this drawing,Indicates acceptance I ates acceptance of professional Oiw � englneerkp responsibility solely for the design shown. The suttoblety and use of this drawing DUR. FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Renews 640/2019Earth City,MO 63045 For more information see this Job's general notes page and these web sites, SPACING ALPINE,www.alpineltw.comi TPU www.tpinst.orgi SBCA, www.sbcindustry.orgi ICC, www.iccsafe.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) 1x-4 'L' Brace * (1) 2x4 'L" Brace w (2) 2x4 "L' Brace *NE (1) 2x6 "L' Brace w <2> 2x6 'L" Brace wtI 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, ,,— #1 / #2Spruce-Pine-Fir Hem-Fir �� n 4' 7" 7' 10" 8' 1' 9' 3" 9' 7' 11' 0' 11' S' 14' 0' 14' 0" 14' 0' 14' 0" #1 / #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 - (� Stud 4' 4° 7' 2" 7' 7' 9' 1° 9' 5' 10' 10° 11' 4' 14' 0' 14' 0" 14' 0' 14' 0' CD HF Standard 4' 4' 6' 2" 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9" 14' 0" 14' 0' Douglas Fir-Larch Southern Pine*** CLI #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 #2 4' 7' 7' 10" 8' 1' 9' 3' 9' 7' II' 0' 11' 5' 14' 0' 14' 0" 14' 0" 14' 0' Stud Stud Standard Standard cf' #3 + 4' 6` 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0" 14' 0° 14' 0' CuDPL Stud 4' 6° 6' 6' 6' 11' 8' 7' 9' 2' 10' 11" 11' 4' 13' 6' 14' 0" 14' 0' 14' 0' d Standard 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 F #1 / #2 J 5' 3' 8' 11' 9' 3" 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0" 14' 0' Hem-Fir +) _ #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10" 12' 5' 12' 11° 14' 0' 14' 0° 14' 0' 14' 0' #1 & Btr U HF� Stud 5' 0' 8' 9' 9' 2" 10' 5' 10' 10' 12' 5" 12' 11' 14' 0° 14' 0" 14' 0' 14' 0' #1 CU O Standard 5' 0' 7' 6" 8' 0" 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0" 14' 0' Douglas Fir-Larch Southern Plnewww #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8" 13' 2' 14' 0° 14' 0" 14' 0' 14' 0' #1 #1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7" 13' 1" 14' 0' 14' 0" 14' 0" 14' 0' *2 *2 _ qD #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). aJ .--i D rr L Stud 5' 0` 7' 11' 8' 5" 10' 6" 10' 11' 12' 6' 13' 0" 14' 0' 14' 0' 14' 0° 14' 0' wwFor 1x4 So. Pine use only Industrial 55 or O , 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 #I / #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. d S D F #3 5' 6° 9' 8" 10' 1' 11' 6" 11' 11' 13' 8' 14' 0' _ 14' 0' 14' 0" 14' 0" 14' 0' Gable Truss Detail Notes 1,3 U HF Stud 5' 6' 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0° 14' 0' 14' 0' 14' 0" 14' 0' Wind Load deflection criterion is L/240. OStandard 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 SP #2 5' 9° 9' 10' 10' 2' 11' 7° 12' 1' 13' 10' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8" 9' 2' 9' 9° 11' 6° 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' with 2' 0' overhang, or 12' plywood overhang. D fr L 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" ----- -- ------------------------------ -------- -------- ---------- Symm p^ Attach 'L' braces with lOd (0.128'x3.0' min) nails. About 171 , T h l able Truss ri 7I I a X For (1) "L' brace: space nails at 2' 04.1 �iR F 18' end zones and 4' o.c. between zones. Diagonal brace option: **For (2) 'L' E! lI13 :°nb5 brace Is used. Connect r 0 member length, diagonal brace for 385# "L° at each end. Max web Brace ;o, Gable Vertical Plate Sizes total length Is 14'. �--- 3E 5E . Vertical Length No Splice 12x4 DF-L #2 or I # Less than 4' 0' 124 or 2X3 better diagonal 1' +I ; Greater than 4' 0', but less than 11' 6' 2X4 Vertical length shown brace; single 18' In table above, or double cut + Greater than 11' 6' 32 I n n L.t 45" (as shown) at L_ 1 n� n - 1 * + Refer to common truss design for upper end. l LJ i D u D 0 I ` peak, splice, and heel plates. / / / / /ontlnuous Bearing / / / Refer to the Building Designer for conditions Connect diagonal at P not addressed by this detail. midpoint of vertical web. ReFer to chart above For rn. ,� A> - gth, n ssV FaarNais READ AND FOLLOW ALL NOTES ON THIS DRAWING .t> G Ne ') REFASCE7-10-GAB12O3O s*IMPORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. U+ l'L� .1.. U Trusses require extreme care in fabricating,handling,shipping,Installing and bracing Refer' to and - 19576 �1' follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA)for safety . 9' DATE 1001X14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. I Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord �" ,� DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral rest to o of webs (1 /-F1 III���,,, �7 shalt have bracing Mstaoed own SCSI sections B3, B7 of 510, is applicobte. Apply plates to each face /a i �� I1�\ Ii I ; of truss and position ns shown above and on the Joint Deta0.5,unless noted otherwise. 1 19/2017 ILJ, ILJI \VVI I Refer to drawings 160A-z for standard plate positions. C) OREGONJ AN ITW COMPANY Alpine'a revision of ITV Building Components Group Inc.shalt not be responsible for any deviation from ((11 -I this drawing,ony failure to build the truss In conformance with ANSITPI 1, or for handling, shipping. 1717 installation&bracing of trusses. -, •,,,20 19v- �, MAX, TOT, LD. 60 PSF 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 O�-�" 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect Earth City,MO 63045 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitwcamr TPI'www.tpinst.orgl SBCA:www.sbcmdustry.orgl ICC, wwwdccsaFe.org Renews 6(30/2019 MAX, SPACING 24.0' Cade De , oA For Let—in Verticals Gable Truss Plate Sizes Sym. O Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. ®Refer to Engineered truss design for peak, splice, web, and heel plates. .r 11i . ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, 114,ble II1&p t Exnmpte 2X4 /fil IP 01,:iii 1..pottitill 2X4 112X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-Hall - Or - End-nail �1 / >1\\ © © To convert from "L' to 'T° reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails: Maximum allowable "T" reinforced gable vertical 10d Common (0.148"x 3',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. "T° reinforcing member material must match size, Rigid Sheathing Toenailed Nails specie, and grade of the "L" reinforcing member. 10d Common (0,148'x3',min) Toenails at 4' c.c. plus Web Length Increase w/ "T" Brace X 4 Nails X X (4) toenails in the top and bottom chords. 'T" Reinf, "T` .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing � wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c. SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T° Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A1203OENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A2003OEND101014, A20030PED1010I4 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 R X Ceiling 4:OO PROp4 wwWARNINGHIs READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1� '� wwIMPORTANTew FURNISH THIS DRAWING TO AU.CONTRACTORS INCLUDING THE INSTALLERS. �F,Q, 'l�, REF LET_IN VERT Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and575 DATE 10/01/14 r follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA>for safety r practices prior to performing these functions Installers shall provide temporary bracing per BCSI. ------- Unless noted otherwise, topchord shall hove - properly attached structural sheathing and bottom chord �� DRWG GBLLETIN1014 -.,., .,w shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /"LI, Il .., =fJ (1 I shall have bracing Installed per BCSI sections B3, 07 or BIO,as applicable. Apply plates to each face 1 19/20 7 ---_--------"------ /Q L ) f\\\V'I I I of truss and position as shown above and on the Joint Details, unless noted otherwise. U V I Refer to drawings 1600-z for standard plate positions. (� 9{J� jAN AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation From }/ ��• 0 r- this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, ��1 •n,20 'l99 ��I MAX. TOT. LD. 60 PSI Installation&bracing of trusse O� 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 DU R. 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' ROROWs 6/30/2019 MAX. SPACING 24,0" ALPINE, www.olpineltw.comi TPI,www.tpinst.orgl SBCA, www.sboindustryorgl ICC, www.iccsafe.org ASCE 7-10: 120 mph, 30' Mean -eigt, Closeo, Ex osure C Common Resioential Gacle End Wino Bracing Requirements - Stif-Peners 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 lad box or gun (0,128" x 3", min.) nails 2 6" o,c, , ...* I 1 2X4 Blocking d h nailed to • 45° sheathing and 24` Max each truss (ryp) 111111141*- i I H Nil _,...,... th : : . . • • . . . . . _ I 2X4 DF-L #2 - H/2 or better - __/diagonal brace, - Attach each end X - for 560#, - - - - _ _ onCI Bearing / / / - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails, ���EO PRUF,SS ewWARNINGtee READ AND FOLLOW ALL NOTES ON THIS DRAWINGS \P aG i.4 � saIMPORTANTwwi FURNISH THIS DRAWING Ti]ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 �y REF GE WHALER Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and 19675 9' ------------------- --.-.- -- follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety r �, DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI --_-____-___,._ Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shait have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs +✓-- DRWG GABRST101014 /"-f I I I I I�_ I I shall havebracingInstalled per BM sections B3, B7 or BIO,as applicable. Apply plates to each face 1 (��20 7 Liu I o n position as shown above and on the Joint Detalts,unless noted otherwise. "// I i Refer to drawings 160A-2 for standard plate positions. 129 N AN RTW COMPANY Alpine, a division of ITV Buliding Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 9�`an, 90 MAX, TOT, LD. 60 PSF installation B bracing of trusse 20,19 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 0L N engineering responsibility solely for the design shown. The sultabRlty end use of this drawing Y 1• 13369 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. _ Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renews 6130/2019 MAX, SPACING ALPINE, www.alpineltw.comi TPD www.tpinst.orgl SBCA, www.sbcindustry.org,ICC,www,lccsa Fe.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 = 1.00 2x4 Brace Cl) 1x4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace *5 (1) 2x6 'L' Brace * (2) 2x6 'L' Brace *5 Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A #1 / #2 4' 10" 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0" 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir CI -Pf— #1 / #2 Standard #2 Stud LJ E #3 4` 7" 7' 9' 8' 3' 9' 7' 9' 11' 11' S' 11' 10' 14' 0° 14' 0' 14' 0" 14' 0" #3 Stud #3 Standard - - r Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0" 14' 0' 14' 0' T Standard 4' 7' 6' 7° 7' 0' 8' 10' 9' S" 11' 5' 11' 10` 13' 10' 14` 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8° 12' 1' 14' 0' 14' 0' 14' 0' 14' 0" #3 #3 —J SP #2 4' 10' 8' 2' 8' 6° 9' 8' 10' 1' 11' 6' _ 12' 0' 14' 0° 14' 0' 14' 0' 14' 0' Stud andd Standard Standard DFL #3 4' 8° 7' 0' 7' 5' 9' 3' 9' 11" 11' 5" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' cu D r 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 Bl _U S #1 / #2 5' 6" 9' 5' 9' 9' 11' 1' 11' 6' 13' 2" 13' 9' 14' 0" 14' 0' 14' 0' 14' 0" Hen-Fir #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4" 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr U t i F Stud 5' 3" 9' 3' 9' 7' 10' 11' 11' 4" 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0' #1 la/ O �l f Standard 5' 3" 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0' Dau•las Fir-Larch Southern Pine■w■ #1 5' 9" 9' 6° 9' 10' 11' 3" 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0" HilliIn11111.. #1 S #2 5' 6' 9' S' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0" 14' 0" 14' 0' #2 #3 5' 5" 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0° 14' 0" 1x4 Braces shaft be SRB (Stress Rated Board). DFL Stud 5' S" 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 Q #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 F S P #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 LJ U H FStud 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. OStandard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections For 35 plf over X #1 6' 4" 10' 6° 10' 10' 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). d 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, c--h DFL Stud 5' 11" 9' 10" 10' 6` 12' 1° 12' 7" 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0" Standard 5' 9" 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' Symm r Attach "L" braces with 10d (0.128'x3.0' min) nails. About j� Y 31E ri! Gable Truss '� �) 1 a in 18r end(I) onese and p4Ceo.cQ1bet between zones, Diagonal brace option, ��111141 31E 31EFor (2) 'L" braces: space nails at 3' o.c. E■ \ In 18' end zones and 6' o.c. between zones. vertical length may beal 1 I doubted when diagonal 18' 'L' bracing must be a minimum of 80% of web brace is used, Connect I_ V� 0 member length. diagonal brace for 335# 'L" 7 at each end. Max web Brace I �4Np Gable Vertical Plate Sizes total length Is 14'. L--- , ' Vertical Length No Splice 2x4 DF-L *2 or I Less than 4' 0' 1X4 or 2X3 better diagonal r -f} .. Greater than 4' 0', but 2X4 less than il' 6' Vertical length shown brace; single 18` In table above, or double cut + (� Greater than 11' 6' 3X 45' (as shown) nut T� L._ ..L TT� :- TI TT� 1 4) + Refer to common truss design for III upper end. IJ 0- 0 El L J u 9 i I u U 0 t• peak, splice, and heel plates. Connect diagonal at 11/ / / / continuous Bearing/ / / Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for m• 4Pv-•�E, length. not addressed by this detail, wwVARNINGIS■READ AND FOLLOW ALL NOTES ON THIS DRAVINGI sI REF ASCE7-10-GAB12015 wwDWURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. *0 0GiNF . Q Trusses require extreme care in fabricating, handling,shipping,installing and bracing. Refer to and 19575 2 DATE 10/01/14 follow the latest edition of SCSI (Bulldog Component Safety Information,by TPI and SBCA)for safety '9 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, r 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 _ �r/" FI llI'''��� I7 shall have bracing Installed per SCSI sections B3, B7 or BIO, as applicable. Apply plates to each Face ( % I i I 0—'�\NI, , of truss and position as shown above and on the Joint Details,unless noted otherwise. 1 '120 I`---I IIJI \VVI I Refer to drawings 160A--Z for standard plate positions. Alpine,a *vision of ITW 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, Q 1",/�y'pq §/ far wJ MAX. TOT. L D. 60 PSE Installation&bracing of trusses. g v+ �1 A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 7 n.20,19 '` engineering responsibility solely for the design shown. The suitability and use of this drawing -rO L 0 V 13389 Lakefront Drive for any structure Is the responw Sail of the Building Designer per ANSI/TPI I Sec,S. Earth City,MO 63045 For wmore information see this job's general notes page pad these web sites MAX. SPACING 24.0' ALPINE. w w.alpineltw.coml TPI: www.tpinst.org;SBCA,www.sbcindustry.org; ICC: www.iccsafe.org .wrw••rofVO4,20•9 x - Ip Frame De±aAHip Frame B :- W4X4, Min. ----ti. ___-_._.___ _ _ SI�� I U Common l 24„�"'- "--- : : Trusses W1.5X311111 ► .TYP, i01 , .111111.1111W0011$1.1.01.111111111111111 111111.1111111111.0.11111110M11.11111111111 Stepped Hip � 11$1.1.��� System Trusses 2x4 Purlins 2 x 4 Chords +»�i � ii�i�i�i` _ I♦I �IiA���#r S ��i�i•� iserL� I„ ' normilmil larm1na #1 Hip Setback„Aid . : illii i _ _/�___E._A1�,�1�L Pitched and Sheathed r�IMM�r��11��111\1111- Chord Area Hip Frame* • /� B . Bottom Chord W3X4, Min, a- Attach hip frame to flat chords off stepped hips at all overlapping points with 2-10d (0,148"x3") W3X4, Min, Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with IOd common (0,148"x3") -nails 2 6" o,c, maximum spacing. Hp frame stops at plumb cut of THip Frame jacks to maintain pitch continuity. 11111r S e C t I O n B— B < Hip frame lumber is SPF, So, Pine, HF, . or DFL Standard, Stud grade, or better, 7/ 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. Setback _ Stepped Hip System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To h'• .w purlins. �41A° •FESS ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ¶ C tt `. !Lq REE HIP FRAME ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. U° 19575 ----------- ------- Trusses require extreme care in fabricating,handling,shipping. installing and bracing. Refer to and follow the latest edition of BCSt (Building Component Safety Information,by TPI and SBCA) for safety • d, DATE 10/01/14 practices prior-to performing these functions. Installers shall provide temporary bracing per SCSI. - ----------------- Unless noted otherwise, top chord shall have property attoched structural sheathing and bottom chord -"° _ .,, shall have a properly attached 'gid ceiling. Locations shown for permanent lateral restraint of webs �- r A'AI DRWG HIPFRAME1014 I , shall have bracing Installed per BCSI sections B3. B7 or BIO, as applicable. Apply prates to each face /Q i I) , of truss and position as haws above and on the Joint Detais, unless Hated otherwise. I 9/2O L�, _ I I Refer to drawings 160A-2 for standard plate positions. 1„() (,.w(aN Alpine, a division of ITW Building Components Group Inc. shalt not be responsible for any deviation From [) j17 AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI I,or for handling, shipping, '1/k 20 t990 installation 6 bracing of trusse C- N6 .. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 0 r engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drivefor any structure is-the responsibility of-the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. Renews6/90/2019 ALPINE, www.alpineltw.com) TPI,www.tpinst.org/ SBCA, www.sbcindustry.orgi ICC www.iccsafe.org