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Plans (67) m.ST zo1- c557 C 2 sos f;ti., 1 3 at ave_, • • • • • �. • • • • • • • • • • •• •• • • • • • • ..•• •• •• .• •' A •• •• .. • • • • • • . • • • ••• REefivEi .. . . • . . . • • • • •• 2b16 • • • eft iivisio 1----8,8.. _r 42' — + - 10' —..I Af C L C_ N CJ 1- J \\I o-i-- 0 EJ2 1 _ , . ,_ CO 2'3- i m �E... _Le RG • • 4'6"a \\\: ._ :S-Ei_ o I m F M co C1 n CO: ii-8 0 M O 6 m 1. m co 1 y I i 1 11 I ___L— 1 1 f 1 1 1 H -_f f-- .1 43'6" H 10 I- 60'8" 1 Customer: PARR FOREST GROVE iD .- o Desc. : Riverside Plan 2626 A Ma rwuss ,:r'. o m n m ADDRESS: master rg o z Designed by: BILLY BREESE ""' l-J I ,,,•;i:;;::17...:71,•,. W'.....47.11•,•.. • IVSD Alpine, an ITW Cin an' ••• 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 DEC 2 0 2016 Page 1 of I Document ID:1 VWE7I75Z02071 1 092 1 • •• •• •'• •'• ••• • • r�TIGARD • • • • �� Truss Fabricator: Truss Components of Oregon . •• •• • • • • .lob Identification: 1115025--PARR FOREST GROVE -Riverside PI aA'2626•d Ma '.master 1 g"seer , O• K Model Dlv SIO1� Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) •• •• • • clEaD.PRpF� Engineering Software: AI pine propri etary truss analysis software. �lersibn '6.01 y • k.• ' S's Truss Design Loads: Roof - 42 PSF @ 1.15 Durati on • • ••• •• �„t4G I•N Fkt.� Floor - N/A • ••• •• •• 3�294PEy Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of LY 14 �oo� C record, as defined in ANSI/7P! 1. 46*&elt Ta04 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 1,/041040 :Y.'• ` 2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 11:08:37 12-07-2016 Reviewer: RTT $ $ # Ref Description Drawing# Date 1 98141--CG 16341016 12/06/16 2 98142--C 16341009 12/06/16 3 98143--C1 16341013 12/06/16 4 98144--CGE 16341015 12/06/16 5 98145--BGE 16341006 12/06/16 6 98146--B 16341005 12/06/16 7 98147--EGE 16341012 12/06/16 8 98148--E 16341010 12/06/16 9 98149--E1 16341011 12/06/16 10 98150--DGE 16341008 12/06/16 11 98151--EJG 16341004 12/06/16 12 98152--EJ1 16341017 12/06/16 13 98153--EJ2 16341014 12/06/16 14 98154--A 16341003 12/06/16 15 98155--AG 16341007 12/06/16 16 98156--SJ1 16341002 12/06/16 17 98157--SJ2 16341001 12/06/16 18 98158--SJ3 16341018 12/06/16 19 98160--CHV 16342079 12/07/16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CG ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED E 2 t Bot chord 2x6 HF #2 Webs 2x3 HF #2 :W1, W2, W7, W8 2x4 HF Std/Stud: Nai I Schedul e:O.120"x3", mi n. nai I s :W3, W4, W5, W6, M18 2x4 HF #2: Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 9.25" o.c. See DWGS A12030ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd Webs : 1 Row @ 4" o.c. braci ng requi rements. Use equal spaci ng between rows and stagger nai I s i n each row to avoi d spl i tti ng. •SRECI AL LOADS 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to • •.s (LUMEER,CITR.FAC.=1.15 / PLATE DUR.FAC.=1.15) grain requi red i n area over bearings greater than 4" •1'. - From •O®QPLF at1 0Q to 90 PLF at 0.00 • TC - From 87 14.F at .0.bD•to 131 PLF at 17.50 120 mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located `TC - From .421.434S at b?.45f•t'o 87 PLF at 35.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC ••Til;.. From •90 PLF at 35.DO.tio 90 PLF at 36.00 DL=4.2 psf. •Ac•; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - C ) Top chord 2x4 HF #2 120 mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=4.2 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase •••• factor for dead I oad i s 1.50. '�r'M desi g�ied•for. unbalanced snow load based on Pg=25.00 psf, Ct=1.10, e=T.10, CAT•I•I•6 Pf=21.1.7•Q%f, • • •• • •••••• ••••••• ••••• • • . •• •• ••••• • • • •••••• • • •• • • • • ••••• • •• • • •• •• ••••• • • •• • •••••• • • • • •• • •• • • • . •••• 5X5 •••..• •• • •d•••• 3X5 • • ••• ;....: 3X5% T • • •••••••• 3X5 ••••• • 3X5% ••••••• 1. 5X40 , 1.5X4# '� W4 •• 9-1-3 6 r W3 (a) (a) 6 W 'ln. I " 17\ ,c0.) 18-0-0 1 5X7 5X5(A2)= 3X5= 3X5= 5X5(A2) 11.J 1101 6-2-5 5-7-13 5-7-13 5-7-13 5-7-13 6-2-5 9-0-4 8-5-12 8-5-12 9-0-4 I_ 17-6-0 _I_ 17-6-0 _j 1 35-0-0 Over 2 Supports >1 R=1588 U=66 W=5.5" R=1588 U=66 W=5.5" RL=153/-153 Desi gn Cri t: 1 RC2012/TPI -2007(STD) tiQ' 6.0 PROP44 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►1 U Goo, _ `s'/� OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 a' ":WARM NGI ee READ AND FOLLOW ALL NOTES ON THIS DRAWING' TC LL 25.0 PSF th 1 IIPoRiMfT• FURNISH THIS DRAWING TO ALL CONTRACTORS IIiCLJDIMG THE INSTALLERS. 2�FiE REF R7175- 98142 825 N 4 Ave,Cornelius OR 97 13 a Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ' - D L 10.0 PSF DATE 12/06/16 the latest edition of BCSI (Building Component Safety Informatl on. by TPI and IYrCA) for safety 1),.., ces prior to performing these functions. Instal l ars shall provide temporary bracing per BCSI. Unless noted otherwise, idilirtop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 7.0 PSF ri gid cei I 1 ng. Locati ons shown for permanent 1 ateral restrai nt of webs shall I have brat#ng i natal I ed per BCSI DRW CAUSR7175 1634/009 AP Tr sections B3, 97 or B10, as appl lcabl e. Apply plates to each face of truss and post ti on as shown above and on 12/07/2016 A II 'I O I I i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate poli tl ons. Ill 'ILII I `V' OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITw Bulldl ng Components Group Inc. shall not be responsible for any tlevl ate on from this drawl ng, any failure to bul I the truss in conformance with ANSI/TPI 1, or for handling, she ppi ng, AN ITW COMPANY I natal I ati on 6 brace ng of trusses. c C TOT. LD. 42.0 PSF SEQN- 30377 A seal on till•drill ng or cover pops I I GU ng this drawl ng, I ndl cotes acceptance of profess'onal *nal neer'.p 4 LY 14,2° 45 r..pon.l bi I I ty sol el y for the deal gn,howl. Th..ul total I I ty and use of thl s drawl ng for any structure I I.the ANSS ell Tan`D U R. FAC. 1. 15 FROM B B 8351 Rovana Circle r..pan.l bl I I ty of the Bul I di ng D..l gn.r per SI/TPI 1 Sec.2. I Sacramento,CA 95828 For more i nformati ons ee the s J U.s general rotas page and these web sitees:1 cc ` ALPINE: www.al pi nei tw.corn; TPI: www.tpinet,org: WTCA: www.sbci ndustry.coal; ICC: safe.ors Renewal 6/30/2018 SPAC I NG 24.0" J R E F- 1 VWE 7 1 7 5 Z0 2 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - Cl ) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W5 2x4 HF #2: DL=4.2 psf. :W4 2x4 DF-L Std/Stud: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member (a) Conti nuous I ateral restrai nt equal I y spaced on member. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 Iive and L/240 total Ioad. Creep increase •gi?131T gd Per.1 RC•:2 secti on 301.5. factor for dead I oad i s 1.50. •••••• • • • •Truss deli gne'd'T'ar unbal aimed*snow load based on Pg=25.00 psf, Ct=1.10, Ge=1.10, CAT I I &4'f=21.••{ •ps•i•. .••••• *•••• • • • •• .. 0•••• • • • •••••• • •• • •• . • ••••• • .. • • •• •• ••••• • . •. • •••••• • • • • •• • •• • • • • • • • •••• 5x7(R) III •••••• • • •• •• ••.' 1. 5X4111 •T •:;.: •• • ••••• •. •••.••• ;•' • • • 3X5% X5 ••••• 3X> .. /1IP5 913 6iiiiiii i °gill°.7 o07 aa 5X7= 6X8= 1. 5X4 III 5X5(A2) 5X5(A2) 1-0-0 1-0-0 7-1-12738 7-5-0 7-3-4 )+c2-11-4_1_7-3-4-5-12 6 3-16 -02 + 6-10-4 6-10-4 17-6-0 � _ 17-6-0 ›.- ---i- 7-3-8 7-3-8 7-3-4 7-3-4 �l 13-2-0 35-0-0 Over 2 Supports > R=1595 U=62 W=5.5" R=1593 U=63 W=5.5" RL=153/-153 Desi gn Cri t: I RC2012/TPI -2007(STD) „EV PROF .S PLT TYP. Wave FT/RT=2`YD(0%)/4(0) 16.01. tt1 � s'/m OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 •*WARM NGI•• READ AND FOLLOW ALL NOTES ON TM's DRAM NGI NA TC LL 25.0 PSF REF R7175— 98143 825 N 4t11 Ave,Cornelius OR 97�13 ••I e• Nl s"n"s CRAM NG TO ALL CONTRACTORS I MOURN NG THE INSTAL ERS. 83294PE 41 Trusses require extreme care en fabricating, handling, shipping. 1nstalIIng and bracing. Refer to and follow /- D L 10.0 PSF DATE 12/06/16 the latest edl to on of BCSI (Building Component Safety Information, by TPI a.WTCA) for safety practices prior to performing these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shat 1 have properly attached structural sheaths ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16341013 rigid cel l e ng. Locate ons shown for permanent lateral restraint of webs shall have brat,ng installed per BCSI (7 Te acre ons B3, B7 or 810, as appl i cabl e. Apply pl ares to each face of truss and post ti on as shown above and on 12/07/2016 A I I O I i the Joe nt Detae I s, unl ess noted otherwi se. Refer to drawl n s 160A-Z for standard I ate II (ILII ) I `v1 I ° °�1f�5 BC LL 0.0 PSF CA-ENG BFR/RTT 1 AlAI pi nes a di vi si on of I T/Bul I de ng Components Group I nem shat 1 not be response bl a for any dive ati on from the s OREGON drawing, any fee lure to build the truss In conformance with ANSI/TPI 1, or for handle ng, shipping, AN ITW COMPANY i natal I ate on d brace ng of tresses. wtY aa,Z0� m TOT. LD. 42.0 PSF SEQN- 30378 s A seal on the s drawl ng or carer peps I 1 stl ng the s drawl ng, I ndl eatacceptance of profesel onal enpl neer)ng 4/ reeponsi a I I ty eel el y for the deal gn shown. The•s GSM w I l ty end use of this drawl ng for any structure I s the ss a!!Tar`N. DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle reapernl SI I I ty of the But I dl rq Deal goer per ANSI/11.1 1 Sae.z. jSacramento,CA 95828 For more i nformate on see the s; s general notes page and these web se res: SPACI NG 24.0" J RE F- 1 VWE 717 5202 I ALPI NE: www.al pe nee tw.coon; TPI: www.tpe net.org; WTCA: www.Shea ndustry.coon; ICC: www, ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CGE ) Top chord 2x4 HF #2 120 mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :M12 2x4 HF #2: DL=4.2 psf. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member engi neer of record. 2X3 studs requi re rei nforcement at 70% of the desi gn. I ength tabul ated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd Lar tpnti nuous 4 4teral restrai nt equal I y spaced on member. braci ng requi rements. 4 • • • 1 Bottom chord checked for ail.-03 psf non-concurrent bottom chord 1 i ve I oad Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase ippl i ed per IRC-12 section 301.5.• factor for dead I oad i s 1.50. i rus•sedesi gned for unbal ant ed•Snow I oad based on Pg=25.00 psf, Ct=1. 1 O, Truss desi gned to support 1-0-0 top chord out)ooker span and 00,-41.10, CAT I t & Pf=21.:Z.'i4• cl addi ng I oad not to exceed 5 PSF one face, and 24" span • • •• opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c NOTE: I f walk top •aI ate 0 1r43t•aI i gned wi th cei I i ng pl ane, wal I al ong top edge.DO NOT OVERCUT. No knots or other I umber defects tjr�c`rlg must oe provi ded 4.o.rel:•ure adequate support. See I RC2012 al I owed wi thin 12" of notches. Do not notch i n overhang or heel panel . •sec. 602.3. PAM di t!g owner obui I di ng desi gn professional shall +11e•f�5•ponsi b'; 1 c :etai n.erngi noer for wal I /support braci ng desi gn. •••• .•• • • 5X5= •••.•• •• • •• 3X5% 3X5 •• ••••• 6;00.000 1 •. ••: 12 (a'laOa 9-1-3 • I 1 1 1 1 1 hill 3 X 5(A1)= 5X5 3 X 5(A1) 1-0-0 1-0-0 17-6-0 _I_ 17-6-0 _I 1 35-0-0 Over Conti nuous Support R=121 PLF U=4 PLF W=35-0-0 RL=4/-4 PLF Note: AI I PI ates Are 1. 5X4 Except As Shown. REO PROF Desi gn Cri t: I RC2012/TPI -2007(STD) . G Ss PLT TYP. Wave FT/RT=2%(0%)/4(0) 01. C3ttn1 a i0 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ••IIPORrANi•WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE 1: TC LL 25.0 PSF REF R7175- 98144 825 N 4th Ave,Cornelius OR 97113 FURNI SH THIS DRAWING TO ALL CONTRACTORS 1 NCLUDI NG THE 1 NSTALLERS. iii Trusses requn re extrema care n n fabry main ng, handling. she ppi ng, n yatal 1 n ng and brad ng. Royer to and fol I ow j the lacest edi it on of BC51 (Bunldi ng Component Safety Information, by TPI and WTCA) for safety practn ccs or,or DL 10.0 PSF DATE 12/06/16 to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath.ng and bottom chord shall have a properly attached ri gl d cei I n ng. Locatl ons shown for permanent I afetal restrai nt of webs shat I have bran ng instal I ed per BCSI 7 1 6 :C DL 7.0 PSF DRW CAUSR71 75 16341015 rr cern ons B3, 87 or B10, as app)i cab)n. Apply pl etas to Hach fame of truss and posh it on as shown above and o I?/O//'O•" A�L, 0_N I Che Jot nt Deotai I s, un1 ass noted o,therwi se. Refer to tlrawi ngs 16OA-Z for standard pl ate poli ti ens. n OREGON BC LL 0.0 PSF CA-ENG BFR/RTT l AI pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from this drawl no, any fan I ure to bui I d the truss in conformance wI th ANSI/TPI 1, or for handling, shi ppi no, 13 AN ITW COMPANY installation 6 bracing of trusses ICY 14 2004 �j sisal (ieTOT. LD. 42.0 PSF SEQN- 30379 A sal on this drawl ng or cover pep.Il sti ng this drawl ng, I ndl cotes seesptsnes of profsssl ons) sngl near!ng responsi bi l l ty solely for the deal gn shown. The sul tab)I l ty end use of this drawl ng for any structure Is the • 'S a If T a n DU R. FAC. 1 15 FROM BB 8351 Rovana Circle responsi bi I 1 ty of the Bul I dl ng Deal goer per ANSI/TPI 1 Sec.2. Sacramento,CA 95%28 For more 1 ntormatl on sec thl s,ob's general notes page and these web si tae: Renewal 6/30/2018 SPAC I NG 24.0" J RE F- 1 VWE7175Z02 ALPINE: al pn nen tw.com; TPI: www.tpi est.org; WTCA: www sbcn ndustry.com; ICC: www esafe.or-g THIS 030 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - BGE ) Top chord 2x4 HF #2 120 mph wi nd, 20.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member engi neer of record. 2X3 studs requi re rel nforcement at 70% of the I ength desi gn. tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd 43. tom chord checked for 10.00 psf non-concurrent bottom chord I i ve I oad braci ng requi rements. ingl•j=:d per;I PJ'1; secti on 301.5. •••• Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease Truss desi gned to•suppor•t•41-•a•0 top chord outl ooker span and factor for dead I oad i s 1.50. cl addi ng I()Eli•we•to exc st •T E SF one face, and 241' span tpok te face. Toil chord ,lily 1),. notched 1.5" deep X 3.5" AT 48" o/c Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, �I•cy� top edges DO NOT 0\AERCLOT. No knots or other I umber defects Ct=1. 10, Ce=1. 10, CAT I I & Pf=21. 17 psf. al I owed wi thi, �2�" of nooL-P9�s'Do not notch i n overhang or heel panel . • • • • • •• • • •• •• sees• ' •• • 4X5 [' 6• • •• •• • sees•• • • • • • r• • • 1 1 • • • • • 5-1-3 P. i 1 i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I PAM ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MS ® 18-0-0 , 2X4 //////////////// 2 41 0-9 1 LLI-O-off I_ 9-6-0 9-6-0 1 19-0-0 Over 2 Supports >{ R=230 PLF U=7 PLF W=5-2-8 R=230 PLF U=7 PLF W=5-2-8 RL=17/-17 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. CEO PROFS Desi gn Cri t: I RC2012/TPI -2007(STD) •<<C• `SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 11% G t i . 13 OR/-/1/-/-/R/- Scale =. 37511/Ft. Truss Components of Oregon (503)357-2118 ''WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAM NG! 825 N 4th Ave,Cornelius OR 971 13 ••I i'ORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS• 83294PE TC L L 25.0 PS F REF R7175- 98145 Trusses requl re extreme care 1 n tabri cat!ng, handl Ing, shi ppi ng, I nstal I I ng and brad ng. Refer to and fol I ow te d DL 10 / DATE 12/06/16 the I atest edi ti on of BCS' (Bui I di ng Component Safety I stormeon, by TPI and WTCA) for safety practi ccs pri or .0 PSF s to performing these functions. Instal l eras shall provide temporary bracing per BCS'. Unless noted otherwl se, Ogighhk top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rI gid cel 1 I ng. Locati ons shown for permanent I ateral estral nt of webs shall have braci ng Instal 1 ed per SCSI :C DL 7.0 PSF DRW CAUSR7175 16341006 ffI�lI act)ons B3, B7 or WO, as app)I cab!e. mAppl y pl ales to each face of truss and post ti on as shown above and on 1?�o7/'O I A I I 0—A I ( t I the Joi nt petal 1 s, on!ess noted otherwl se. Refer to drawl rigs 160A-Z for standard pl ate pos.ti ons. I `v1 I Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be esponsi bl a for any devi ati on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fai 1 care to bui I d the truss i n conformance wi til ANSI/TPI t,ror for handling, silo ppi ng,AN ITW COMPANY i instal I ati on b bracing of trusses. G `ZLY 14,20- �0 TOT. LD. 42.0 PSF SEQN- 30380 A sul on till•drawl ng or cover pag.I I stl ng tills drawl ng, I ndl cats.acceptant*of prof•ssl ons) •ngi marl rip responsl bl I I ty sal e1 y for the dos'gn shown. Th•sul tab'1!ty end use of t,ls drawl rip for any structure I s the 6'801 T a n DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I I ty of the Dui I dl rip Desi grist per ANSI/TPI 1 Sec.2. I Sacramento,CA95112S For more nformatlon sec till..nt 5 general notes page and mese web Sl*es:cc Renewal6/30!2018 SPACING 24.0" JREF- 1VWE7175Z02 ALPINE: al pi rico tw.com; TPI: www.tpi nst.org; WTCA: sbci ndustry.corn; ICC: safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - B ) Top chord 2x4 HF #2 120 mph wi nd, 20.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, (9 .dead I oad i s 1.50. Ct=1.10, Ce=1. 10, CAT I I & Pf=21. 17 psf. • • •a ••••• • • • •••• •••• • • • • •••••• ••••• • • • •• •• f•••• • • • • •• • • • • ••••• • •• • • •• •• • •• • 4X5-- 6 • • • • •• • • •a • • • •••• • • • • •• • • .••• • • 1 5X4 • • • •• 1. 5X4- • • • • • • • ..•.. . . 6 5-1-3 6 C) 18-0-0 _1 I" 3X7= 3X5(A1) 3X5(A') f` 5-0-4 _J_ 9-6-0 4 5 12 + 4-5-12 _I_ 9-6-0 5-0-4 L- 9-6-0 _I_ 9-6-0 J Hz19-0-0 Over 2 Supports =i R=901 U=39 W=5.5" R=817 U=30 RL=77/-81 ,g0 PF ROS Design Cri t: I RC2012/TPI -2007(STD) •4 `rcS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. II t% GANet 1p OR/-/1/-/-/R/- Scale =, 375"/Ft. Truss Components of Oregon (503)357-2118 eewARNINGI•• REM MO FOLLOW ALL NOTES ON THIS DRAM NG! �(y 83294PE "TC LL 25.0 PSF REF R7175- 98146 825 N 4th Ave,Cornelius OR 97113 ••1 WvazTANT•• FURNI SH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses requi re extreme care i n fabro can ng, handling, shi ppi ng, 1 nstal I 1 ng and brat,ng. Refer to and fol 1 ow % DL 10.0 PSF DATE 12/06/16 the latest edl ti on of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to perforni ng these funetl ons. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing a.bottom chord shall have a properly attached r1 gid cel I I ng. Locati ons shown for permanent 1 ateral astral rot of webs shat I have bract ng i nstal I ed per BCSI 12/07/2016 C DL 7.0 PSF DRW CAUSR7175 16341005 T• sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o I the Joint Details, unless noted otherwise. Refer to drawings 1.60A-Z for standard plata positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I i Alpine, a tll vi si on of ITR Building Components Group Inc. shall rwt be responsible for any tlevi ate on from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITR COMPANY instal Iati on a brace ng of trusses. 4 1110.14zoa� �� TOT. LD. 42.0 PSF SEQN- 30381 WHO A ml on thea Crawl ng or cover papa IIet'ngthes Crawl ng, indI url cotes acceptance of profesal onal snQI mang _W1 Bid reaponal bl I I ty sol el y for the deal gn shown. The sad tabl I I ty and use of the s drawl ng far any structure I s the V s e 1�Tar DU R. FAC. 1. 15 FROM BB 8351 P. aha Circle response bl I I ty of the BI di ng DAN Cies'finer per SI/TPI 1 Sec.2. Sacramento,CA 95828 For more 1 nformati on see thi s j ob•s general notes page and these web so tes: Renewal 6/30/2018 SPACI NG 24.0" JREF- 1 VWE7175ZO2 ALPI NE: www.a1 p,net re.coon: TPI: wwt*,tpi nst.erg: 'RICA: www.sbci ndustry.corn: ICC: wee,1 ccsafe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EGE ) Top chord 2x4 HF #2 :T2 2x6 HF #2: (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scal ed pl ate Bot chord 2x4 HF #2 pl of detai I s for speci al posi ti oni ng requi rements. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength DL=4.2 psf. tabul ated for 2X4 studs of the same grade. Wi nd I oads and reacti ons based on MFRS wi th addi ti onal C&C member 9 AWGS A12015ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd desi gn. ♦braci Ing req:i re?ifnts. It''•' �••••� Bottom chord checked for 10.00 psf non-concurrent bottom chord live Defl ecti on meets La/360 14 Et'df1L1 L/240 total I oad. Creep increase factor •Ifor dead I o4cr' 44•+.50. load applied per IRC 12 sect!on 301.5. •••• • • •• • Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, L(*)•�I'ovi de I ateral bracing for inset member. Attach nailer Ct=1.10, Ce=1.10, CAT I I & Pf=21. 17 psf. •r at edge of I ower roof•dilLiQl,ragm, or use purl i ns at 24" oc. • • •• • • • ••••• I . • •• • • •• •• 4X5= • •• • •••••• • • • • •• • • • • • • •• • 3X7. • • ••• • • 1 k • • • •• • •.•:.• d � 6 4-5-11 i r W1 1 T2 (*) 0-4-3 n 0-4-3 i0- U n 0 9-0-0 r ..:____....- -i-- 2X4(A1)= 1.5X4(**) III 3X5(A1)= 1' 5-6-0 11-0-0 >l< 1' H` 11-0-0 ?< 5-6-0 I, 5-0-3 3-2-13 _I_ 2-2-14 0-6-2 _I_ _I—I_ 5-6-0 J 16-6-0 Over 3 Supports R=447 W=3.5" R=814 U=5 W=5,5" R=746 W=5.5" RL=75/-75 Note: Al I PI ates Are 1. 5X4 Except As Shown. EO PROF PLT TYP. Wave Desi gn Cri t: I RTORT 2°P(0%)/ 4(0)007 D) 16.01. 1A 1 4,136NF N . 'rj OR/-/1/-/-/R/- Scale =. 4375"/Ft. Truss Components of Oregon (503)357-2118 ••INARNI NGI•• READ AND FOLLOW ALL NOTES ON TNI s DRAIN NG! 4 825 N 4th Ave,Cornelius OR 97113 ••I ORT •• FURNISH TNI S DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. C(/ 83294PE . IC LL 25.0 PSF REF R7175- 98147 Trusses ream re extreme care!n tab,call ng, handling, sh,pping, instal 11 ng and bracing. Refer to and tot to �' �- D L 10.0 PSF DATE 12/06/16 the I atest edi tl on of BCSI (Bui i di ng Component Safety I nformati on, by TPI and WTCA) for safety practi ccs pri or TA to performing these functions. Installers shall provide temporary bracing per BCSI UM ass noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached (� rl gid cel I I ng. Locate ons shown for permanent 1 ateral rostra!nt of webs shall have braci ng 1 natal I ed per RCS' t C DL 7.0 PSF DRW CAUSR7175 16341012 Li---D fI1lI T I ectl ons B3, 87 or 810, as appi i cab!e. Appl y pl Otos to each face of truss and posi ti on as shown above and on 12/07/2016 A I I 1 -A ' I ! the nt Deter!I s, uni ess noted otherwi se. Refer''''p o drawl ngs 1A0A-Z for standard PI ata poll ti ons. OREGON BC LL 0.0 PSF CA-ENG RTT/RTT ' `vW I i AI pi na, a di vl sl On of 1 TN Bui I di ng Components Group Inc. Shat I not be responsl bl a Tor any devi ate on from the s drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handl log, shipping, AN ITW COMPANY !nsta!I ate on&braci ng of trusses. war�a,2O TOT. LD. 42.0 PSF SEQN- 30331 A seal on this drawl ng or cover page I I stl ng this drawl ng, I moil utas seoepunes of professi offal engi neer!ng responal b!I I ty sol el y for the dee!gn shown. The cul tab!I I ty and use of this drawl ng for any structure I s th* V g DUR. FAC. 1. 15 FROM BB 8351 RDVana Circle responal bl I I ty of the Bu!!dl ng Desi goer per ANSI/TPI 1 Sec.z. Sse 11 Tan Sacramento,CA 95828 For more'ntormati on see th!s J ob.s general notes page and these web st tee: IALM NL. www.al p�neiw.tw.corn TPI: war,tpi net.org; WTCA: www.sbcl ndustry.cols; !CC: www.I cesafe.org Renewal 6/30/2018 SPACING 24.0" J RE F 1 VWE717 5202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - E ) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, tgnr*lead I oad i s 1.50. Ct=1. 10, Ce=1.10, CAT I I & Pf=21. 17 psf. • • • •• •••••• • • • •••• * •••• • • •• • •••••• r•••• • • • • •••• • • • •••••• • • •• • • • • ••••• • •• • • •• •• ••••• • • •• • • • • • •• • •• • • • •'•' • 4X5= • • • • • •• • • ••• • • • • • •• • 1.5X4�0 1.5X4 • ••••• • • • g \ /• —1 g 4-5-11 mi= mm 9-0-0 3X5= 2X4(A1)= 3X5= 2X4(A1) 11' >l< 5-6-0 >I.< 11-0-01' Fc 4-4-12 _i_ 3-10 4 _�_ 3-10-4 _i_ 4 4-12 5-8-3 �i.3-10-4 5-1 11 �i� 5_8_43-4-12 -8-3 H L 8-3-0 -_ _ 8-3-0 J l16-6-0 Over 3 Supports >I R=268 W=3.5" R=798 W=5.5" R=534 W=5.5" RL=75/-75 03 ROpk. Design Crit: I RC2012/TPI -2007(STD) �G SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02. t,�,rAjI,.C36N ... OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 '•wARN1NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW!NG! �' ITC LL 25.0 PSF 825 N 4t11 Ave,Cornelius OR 97113 ••11PokTANT•• FURNISH TNI S OWNING To ALL CONTRACTORS I NCLUDING TME INSTALLERS. REF R7175- 98148 Trusses raqui r extrema care n fat',cacl ng, handling, shl ppl ng, i natal I I ng and braci ng. Refer to and fol ow DL 10.0 PSF DATE 12/06/16 the latest edh ti on of BCSI (Building Component Safety Informed on, by TPI and WTCA) for safety practices prior to performing these fund.ons. Instal l ors shall provide temporary bracing per BCSI. Unless noted otherw.se.OdillIk top chord shall have properly attached structural sheath.ng and bottom chord shall have a properly attached rl gi d cel I I ng. Laced o shown for permanent I ateral rostra!nt of webs shat I have braci ng I natal I ed per BCS! :C DL 7.0 PSF DRW CAUSR7175 16341010 to sect!ons B3. B7 or B10,ons app/i cab/e. mAppl y pl ares to each face of truss and paso ti on as shown above and o 12/07/2016 A[ LI__))=� I the nt Oetai I s, ess noted otherw.Se. Rater to draw.ngs 160A-Z eer standard pl ata peso ti ens. n OREGON BC LL 0.0 PSF CA-ENG BFR/GWH A I I AI pi ne a di vi si on of I TW Bui 1 di ng Components Group Inc shal 1 not be responsi bl a for any devi ati on from th! 1 drawl ng, any tai I ure to bui I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shi ppl ng, AN ITW COMPANY i natal I ati on d bracing of trusses 3 `ZLY 14,20°� � TOT. LD. 42.0 PSF SEQN- 117022 A seal on thl s drawl ng or cover page 1 I ail ng thi a drawl ng. I ndl.ates acceptante of prof.as1 ons! engl neeri ng responsl bl I I ty fol el y for the deal gn shown. The•s„I tasll I I ty end use of thl s drawl ng for any structure I a the V_(1 s ell Tar DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bl I I ty of the Sul I d1 ng D1 goer per ANS!/TVI 1 Sec.z. Sacranlenlo,CA 95828 For more i nformati on see thi s J ob's general notes page and these web s.toe: 1, rALPI NL: www.al pi Tel two tom: TPI: www.tpi not.org; WTCA: www.sbcl ndustry.coin: ICC: www.1 ccsafe.erg Renewal 6/30/2018 SPACI NG 24.0 J RE F— 1 VWE7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - El ) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Lt SI i der 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive design. I oad applied per IRC-12 secti on 301.5. • Deflection meets L/360 live and L/240 total I oad. Creep increase Truss•desi geed f,r unbal anced snow I oad based on Pg=25.00 psf, Ct=1. 10, factor for dead I oad i s 1. 50. f EL*=•1!10, CA?j 2.4''f=21.17 psf. •••• • • • • •••••• •••••• •••• • • • • •• •• •••• • • • •••••• • • •• • • • • ••••• • •• • • •• •• ••••• • • •• • • • • • •• • •• • • • • •••• • • • 4X5= •••••, • • •. • • • ••• / • •• 6 [— • :•••••• 1. 5X4@ 1.5X4'# ••••• • • • • ••••• �� / -1 6 4-5-11 3X50 It 0 0-7-15 s 9-0-0 5X5(E1)_ 3X5= 3X5 2X4 A1) 4-10-8 �lE 11-0-0 >L<1' 3-9-4 _l_ 3-10 4 _I_ 3-10-4 _ _I_ 43-4-12 5 0-11 _1_3-10-4 � 5-1-11 �I 5_8_ -8 3 I_ 7-7-8 8-3-0 1 15-10-8 Over 3 Supports - R=153 R=807 W=5.5" R=529 W=5.5" RL=66/-65 REO PROp. Design Cri t: I RC2012/TPI -2007(STD) Ss PLT TYP. Wave FT/RT=2%(0%)/4(0) 15. 02. P A 1 „Gyve 'o OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118l ••WARM NGI•• READ ANO FOLLOW ALL NOTES ON THIS DRAVA NG! fL83294PE TC LL 25.0 PSF 0 Z 825 N 4th Ave,Cornelius OR 97113 O r •• FURNI SH TH!s DRAM NG TO ALL CONTRACTORS INCLUDING THE I NSTeI 1 FRS. /'y p REF R7175- 98149 Trusses regut re extreme care.n fabrI cat,ng, handl t ng, shi pot ng, i natal I i ng and bract ng. Refer to and fol 1 ow re / //�'� the latest edition of BCS! (Bulld //��0. 0 PSF DATE 12/06/16 to perform,ng these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache, rl gid ce!I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng i natal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 16341011 TI secti ons 83, B7 or 610, as appl i cab!e. Apply pl etas to each face of truss and poli ti on as shown above and on 12/07/2016 A' I the Jot nt Datat I s, unl ass notal otherwt se. Refer to drawl ngs 160A-Z for standar,p1 eta peri ti dna. OREGON N I AI p!ne, a :i si en of l Tw eui I d!ng Cemponents Group!nc. shall not be respons!lard'a for any at!on from thi 5 BC LL 0.0 PSF CA-ENG BFR/GWH - drawl ng, any fat 1 ure to but I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY instal Iddon 6 bract ng of trusses 4 c(/Ey 14 2°,,q.TOT. LD. 42.0 PSF SEQN- 117021 A goal on this draw ng or cover pegs I1 stlog this drawl ng, Inth oat.,acceptanto of profasslonal ergl neerlog responsl bi 1 I ty sol Si y for the deal gn shown. The INA tab!11 ty and use of this prowl ng for any structure 1 s the `+ • 8351 Roearla Circle responsi bill ty of the Sul I di ng 0051 prier par ANSI/TPI 1 Sec.2. `s a ail Tar DUR. FAC. 1. 15 FROM BB tSacramento,CA 95828 For more nforomati on see tht s j ob's general notes page and these web sues:'cc I ALPI NE: al pt net tw.c TPI: www.tpi net.org; WTCA: asci ndustry.c ICC: safe.org Renewal 6/30/2018 SPAC I NG 24.0" J RE F- 1 VWE717 5Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - DGE ) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member engi neer of record. 2X3 studs requi re rei nforcement at 70% of the desi gn. I ength tabul ated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd $4ttom chord checked for 10.00 psf non-concurrent bottom chord I i ve braci ng requi rements. •I�� 'ppl i el ppt•I•RC-12 section 301.5. •••• Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase jTruss designed for unbal��tee now load based on Pg=25.00 psf, Ct=1. 10, factor for dead load i s 1.50. L'e=1. 10, CAT 414 oil i3f=21 ..17•psi`► •••• • • • •• •. p••e• • • • • •• • • • • •S. • • • •• •• ••••• 4 • •• • •••••• • • • • •• • •• • • • •••• ••• • •••••• • • 4X5= •• • • • ••• • • • • • •• •••••• • • • • • • • j j sees• 6 I ' 4 6 3-1-3 0-4-3 i 0 0 C 0 0 m 0-4-3 ®9-0-0 r —i-- ////////// :///////// -...,, --i- 2X4(Al)= 2X4(A1) I_ 5-6-0 _l_ 5-6-0 _1 11-0-0 Over 2 Supports R=284 PLF W=2-8-8 R=284 PLF W=2-8-8 s. RL=20/-20 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI 2007(STD) CEO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 1R. 4440A Piihn IS> OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 'eWARNI NGI" READ AND FOLLOW ALL NOTES ON THIS DRAWI NG! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "1 rµT'• FORM SH THIS DRAWI NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. li/ 83294PE �' REF R7175- 98150 Trusses require extreme care In fabrscponen Safdl 1 ety , shipp,ng,on. snstal lsnd and brooms Refer to iandce follow 'AV'� 1� DL 10.0 P S F DATE 12/06/16 the latest edition o!BCSI (Build)ng Component Safety InTormats on. by TPI and MfTCA) for safety prectl ccs prior j� to performing these functl ons. I nstal I ers shat I prowl de temporary bracing per 8CSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 7.0 P S F ri gid cel I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have braci ng i nstal I ed per BC' DRW CAUSR7175 16341008 ��0�_ r' secti ons 63, 87 or 610, as app)i cab)e. Apply pl ates to each face of truss and post ti on as shown above and«, 1,�/0�/201 I the Joint,„:tails., unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. (� BC LL O.0 P S F CA-ENG RTT/RTT — I s AI pl na, a tli vi si on of 1 Tw Iced. I di ng Components Group Inc. steal I not be responsi bl a for any devi ati on from thl OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for harm)ing, shipping, AN ITW COMPANY nstallation a braci ng of trusses '13 1n TOT. LD. 42.0 PSF SE N- 30334 A seal on thl a drawl ng or cover page I I stn ng th]a drawl ng, I ndl uta•acceptance of profeaal onal ding]marl ng /_ V&fir 14 200 responsl bl I I ty sol el y for the des!gn shown. The sul tab!I I ty end use of thl s drawn ng for any structure I s the S ��' DOR. FAC. 1. 15 FROM BB 8351 Rovana Circle responal Pi 1 I ty of the Bul I dl ng Deal goer per ANSI/TPI 1 Sac.2. S en T a rt• Sacramento,CA 95828 For mor,i nformati on see thi s J ob.s general notes page and these web sl tes: SPACI NG 24.0" J RE F- 1 VWE7175Z02 ALPI NL: www.a l pi nes tw.tom; TPI: www.tpi nst.org; WTCA: www.sbci ndustry.tom; ICC: www.1 ccsafe.org Ro awe(ArAA/9T11R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EJG ) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 pl f at -1.00 to 72 pl f at 1.85 120 mph wi nd, 18.56 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 4 pl f at -1.00 to 4 pl f at 0.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 7 pl f at 0.00 to 7 pl f at 8.00 DL=4.2 psf. BC- 25.53 I b Conc. Load at 2.00 BC- 41.83 I b Conc. Load at 4.00 lei j ,I oads and reacti ons based on MWFRS. BC- 114.36 I b Conc. Load at 6.00 • • • •• f�et`811 chord?44c ked for 10.00 psf non-concurrent bottom chord I i ve 1 oad Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase applied per IRC-1 2 secti VI.301.5. factor for dead load i s 1.50. •••••• •••• • • . •• •• ••••• • • • • • •• • • • • ••••w • •• • • •• •• ••••• • • •• • •••••• • • • • •• • •• • • • . •••• • • • • • •• • • • ••• • • • IS • •• • • ••• • • • • • • • ••••• R=148 6 18-11-12 i( 1-3-4 4 18-0-0 1_ 2X4(A1) 1' >l< 1-10-3 >l< 6-1-13 >J '< 8-0-0 Over 3 Supports R=186 U=20 W=5.5" R=114 Design Cri t: I RC2012/TPI -2007(STD) CEO PROFF s. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Pi:"_'��11° (pili._ 4' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503}357-2118 ••• FrcaI EA NN •• HD AND FOLLOW ALE NOTES ON THIS OHAWIr1Gl � TC LL 25. 0 PSF REF R7175- 98151 825 N 4th Ave,Cornelius OR 97113 "I rv7HrAKT FuSHTHI s DRAM NG To All cro oNrHAcas I ucLuol NG THE 1 NsrALLr Kxs. C�41/ 83294PE Trusses requi re extreme car n fabri date ng, handl ng, she ppi ng, Instal I i ng and brace ng. Refer to and fol I ow � nd IY '' DL 10. 0 PSF DATE 12/06/16 the I atest edi ti on of BCSI (Bul I di ng Component Safety I nformati on, by TPI aTCA) for safety practl des pre or to perform)ng Chase functions. Installers shall provide temporary brace ng per BCSI. Unless noted otherwi se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Locate ons shown for permanent 1 afetal restrai nt of webs anal I have brace ng i natal I ed per 8C' BC DL 7.0 PSF DRW CAUSR7175 16341004 rIrecti ons Babove and on 3. B7 or 810, as app)i cab)e. Apply pl ares to each face of truss and poli ti on as shown ab _ A ILLI ! A ' I I the Joi nt 0etai I s, unl ass noted otherwi se Refar to drawl ngs 16OA z for standard pl ate pose ti ons 12/07/2016 BC LL 0.0 PSF CA-ENG BFR/RTT Lf; I \V' I , AI p1 ne, a di vi si on of 1 TW Bui I di ng Components Group Inc. shat I not be response bl a for any devi ate on from this OREGON drawl no, any fai 1 ure to bue I d the truss I n conformance we th ANSI/TPI 1, or for handl a ng, she ppe ng, - - --- --" AN ITW COMPANY e natal I ate on&brace ng of trusses r TOT. LD. 42.0 PSF SE N- 30384 A*eel drawl l on the s drawl nd or cover paps I 1 stl nd the s drl nip. .. I ndl cat ecc.pt.nce of profsssl Dose engl marl ng 11 (I/JLY 14,200 0 responal bl l l ty sol el y for the dos!on shown. Ty thhe sue tab)l l ty and use of this drawl ny for.ny structure I s the ' 'e!f T a h g� DUR. FAC. 1. 15 FROM BB 8351 Rol ana Circle response bl I I tor e Buil dl ng Desl gnaw per ANSI/TPI ,Sec.2. jSacramento,CA 9582X For more nformatl on see Chi s j ob's general notes page and these web se tes: l l ALPI NE: a1 pi neetw.corn; TPI: www.Cpl net.org; 'XTCA: www,sbce ndustry.tom; ICC: wmw 1 cc safe.org Rnnnurar WW1/7(118 SPACING 24. 0" J RE F- 1VWE7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EJ1 ) Top chord 2x4 HF #2 120 mph wi nd, 19.06 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve I oad applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor ;Qr.•dead I oad i s 1.50. • • • • • • • • •••• •••• ll• • • • • ••••• • • • •• •• •••• • • • •••••• • • •• • • • • • •• • • •• •• ••••• • • •• • • • • • •• • •• • • • • •••• • • • • • •• • • • ••• • • • • • •• • • •••••• • • • • • --.1-- ••••• " 019-11-12 R=131 U=13 6 2-3-4 2 18-0-0 __L_._ 2X4(A1) 1 1' 3-10-3 �I..c 4-1-13 8-0-0 Over 3 Supports R=286 W=5.5" R=113 RL=48 Desi gn Cri t: I RC2012/TPI -2007(STD) ctEO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,R.r.„„vis(•',' .`SS OR/-/1/-/-/R/- Scale =. 5"/Ft. ••WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss ComponentsN4th of Oregon (503)357-2118 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. SV ( �� TC LL 25.0 PSF REF R71 7 5- 98152 825 N 4th Ave,Cornelius OR 97113 83294PE Trusses regal re extremeBCS tarn I n fabs mail ng, handl!ng, shi ppi ng, I y TPI I!ng and bract ng. Refer to and fol I ow Q.' jo. DL 1 0.0 PSF DATE 12/06/16 the latest etli Cl on of SCSI (Build!ng Component Safety Information, by TPI and WTCA) for safety practices prior to perform!ng these tunctl ons. Installers shall prove de temporary bracing per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheathi ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 1634101 7 ri gi d cel I!ng. Lomati ons shown for permanent 1 ateral restrai nt of webs shat I have bratt ng i nstel I ed per BC' AF7 Tr sect!ons B3. B7 or B10, as app)1 cab)e. App1 y pl etas to each face of truss and post ti on as shown above and on 7 �I I 1 U A I I ! the Jo!nt edta!1,,s... unl ass noted otherw!se. Refer to drawl ngs 1,60A-Z for standartl pl ate poll ti ons. 1 2/07/20 1 6 IILJI 'D ' `V1 I AI p!ne, a di V! n gf 1 TW Bui 1 di ng component crop I n shat I not ba e�ponsi bl a for any da„i ati on fr�a,th!5 OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fat I are to but I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shi ppi ng, AN ITW COMPANY i nstal I ati on&bract ng of trusses TOT. LD. 42.0 PSF SEQN- 30385 A seal on the•drawl ng or covens r page I I•tl ng thi•drawl ng, IMI eat..see.ptane.of prof.asl ol *NI rw.rl ng �/_ V(y 14 20" (0 r.sponal 131 I I ty sol.I y for the Wal 9n shown. Th•Sul t•bl I I ty and uss of th1.draw,ng for any structure I I.the py r pSS !f Tar•\ DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle r.sonsl bl l ltof the Bul ldl ng Deal fineer ANSI/TPI 1 Sae.2. Sacramento,CA 95828 For morelof-or-mai.on see the s j ob's general notes page and these web si tes: .r ALPINE: www.di pine!tw.com; TPI: www.tplnat.org: WTCA: www.sbclndustry.com: ICC: www.Iccsafe.org SPACING 24.0 J R E F- 1 VW E 7 1 7 5 ZO 2 Rn nn.unl(IRA/9n1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EJ2 ) I Top chord 2x4 HF #2 120 mph wi nd, 19.56 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye I oad applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor ;3r•4 1 e a d I oad i s 1.50. • • • •• •••••• • • • •••• • • •••• • • • • •••• • • • • •••• • • • •••••• • • • • ••••• • •• • • •• •w ••••• • • •• • • • • • •• • •• • • • • •••• • • • • • •• • 7- • (C+ •'• • • : 11112 R=188 U=2764 -0-0 i= 2X4(A1) L 1' � � 5-10-3 2-1-13 =-I I< 8-0-0 Over 3 Supports =-1 R=362 W=5.5" RL=69 R=120 Desi gn Cri t: I RC2012/TPI -2007(STD) CEO PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0'R.o G •,F 0/0 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING!•• READ Ann FOLLOW ALL NOTES ON THIS DRAWING! Ci .x- F 2 TC LL 25.0 PSF REF R7175- 98153 825 N 4th Ave,Cornelius OR 97113 ••1 TANT•• F'11RN1 SH THI s DRAM NG To ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. ((i 83294PE Trusses requi re extreme care 1 n fabri cats ng, handl i ng, slim pp,ng, i ysTP1, nd and brdci ng.safety p to and fol I ow w_ /_ �j DL 10.0 PSF DATE 12/06/16 the latest edition of SCSI (But,dtng Component Safety Informer)on, by TPI and WTCA) for safety practices prior (� to perform,ng thesefunct,ons. Installers shall provide temporary bracing per BCS). .1 ess noted otherwl se, liahcop chord shall haveproperly attached structural sheath,ng and bottom chord shall have a properly attached ng BC D L 7.0 PSF DRW CAUSR7175 16341014 ri gid ceiling. Locate ons shown for permanent lateral restrai ret of webs shall have brae! installed per BC' T• sect!ons B3, B7 or B10, as app)i cab,e. Apply p,ate•to each face of truss and post ti on as shown above and a A��=- N I the ret Deta,1=, unl ess meted I:oerwi se Refer to drawl ngs 160AZ for standard PI ate poli ti ons. n 12/07/2016 BC LL 0.0 PSF CA ENG BFR/RTT I Al pi ne a di vi si on of I Tw 8ui 1 di ng Components Group Inc. mall not be responsi bl a far any devi ati on from the s OREGON drawl no, any fat lure to but 1 d the truss i n conformance wi th ANSI/TPI 1, or for handling, slit ppi ng, AN ITW COMPANY ,natal r ati on A brad ng of trusses = TOT. LD. 42.0 PSF SEQN- 30386 A weal on this drawl ng or cover paps I i sti rep this drawl rep. I ndl cat**aceeptance of prof.•.)ons) ernpl near{rep �I_ �/LY 14,�� reepon.l blI Ity ssl.ly for tree dee{gn shown. The vel tab)IIty and,.se of this drawl ng for any structure 1s the S �Q' DU R. FAC. 1. 1 5 FROM BB ri 51 Rocana Circle respond DI I 1 ty of the Rui l dl rep Desi pner per ANSI/TPI 1 Sec.2. Sell T a r Sacramento,CA 9582x dor more reformat,on see thi s j ob's general notes page and these web 51tees:« SPAC I NG 24.0" J RE F- 1 VWE7175 ZO2 ALP!NE: a,pi neiltw.corn; TPI: www,tp,rest.org; WTCA: sbc,ndustry.com; ICC: safe.org F>taowrrnl RI VW 9(1'1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - A ) Top chord 2x4 HF #2 120 mph wi nd, 20. 10 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member I oad applied per IRC-12 secti on 301.5. desi gn. 44foecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. •for d!ad I old iS•1.50. •••• JT PLATE LATERAL CHORD • • ••'•• No SI ZE SHI FT BITE • .••••• •••••• [ 9] W1.5X4 S 2.25 ••••• • • • ••••• • • • •••••• • , •• • • • • ••••• ••+• • • 4X5111 . • •• • • • • ' •• 4. •• • • • •••• im • • • • •• • . • ••• • • • • •• • • •••••u ••••• • • • • • 6 I 4-4-3 •■ = 18-0-0 1. 5X4[9] III 2X4(A1) L 1, Fc 2"12 7-9-4 '7'1 8-0-0 Over 2 Supports R=431 W=5.5" R=336 U=33 RL=93/-22 Desi gn Cri t: I RC2012/TPI -2007(STD) REO PR0 s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►q!, •4.411101111%46_ '>I OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 •*WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAM NG! / n ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �/ "rlei TC L L 25.0 PSF REF R7175- 98154 825 N 4th Ave,Cornelius OR 97113 83294PE Trusses requi re extreme care i n fab,Ceti ng, handling, chi pp.ng, i natal I i ng and brace ng. Refer to a.fol I ow DL 10.0 PSF DATE 12/06/16 the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices priorfir � • to Performing theca fproperns. Instal I or,shall provide temporary bracing per 8C51. Unless noted attached __. cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri g.d cei I i ng. Laced on shown for permanent I ateral estrai nt of webs shat I have bracing i natal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 16341003 ,4 I j t i Ceti ons B3, B7 or B10,Sas appl i cabl e. Aeppl y pl etas to each face of truss and poli ti on as shown and on 1 2�07�201 6 Che Joint Dedtai I s, un1 e 5 Hated otherwi s Refer to drawings,GOA-Z for standard pl ata poli ti o BC LL 0.0 PSF CA-ENG BFR/RTT I i AI pi nes a di on of I TW Bui I di ng Components Group Inc shat I not be response bl a for any devi ate on from tni s OREGON drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i natal I ate on a bracing of trusses ?J = TOT. LD. 42.0 PSF SEQN- 30387 A seal on thl s drawl ng or cover page I I atl ng thi a drawl ng, I run cat**acceptance of profess!onal sngl neer)ng 4 LY 14,20 e . weaponh.!bl I I ty sol el y for the deal pn shown. Tsad tab!1 I ty and use of thl s drawl ng for any structure I e the `TrigonDUR. FAC. 1. 15 FROM BB 8351 Rovana Circle al bl I I ty of the Sul I dl ng Deal goer per ANSI fTPI 1 Sec.2. S e If Tar• • i Sacramento,CA 95828 For more nformati on see the s J ob's general notes page and these web si tea: ,r ALPI NE: al pi neitw.corn; TPI: www.tpi net.org: WTCA: www.sbci ndustry.cols: ICC: www.1 acerae erg Renewal 6/3012018 SPACI NG 24.0 J RE F- 1 VWE717 5202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - AG ) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1. 15 / PI ate Dur. Fac.=1. 15) Webs 2x4 HF Std/Stud TC- From 72 pl f at 0.00 to 72 pl f at 8.00 BC- From 7 pl f at 0.00 to 7 pl f at 8.00 120 mph wi nd, 20.35 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- 816.86 I b Conc. Load at 0.56, 2.56, 4.56, 6.56 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wi nd I oads and reacti ons based on MWFRS. SAtilltem chord checked for 10.00 psf non-concurrent bottom chord I i ve Ri ght end verti cal not exposed to wi nd pressure. ,1341,:ppl i 4 po•IaRC-12 secti on 301.5. r••• Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase •JT PLATE Li TERAL••*MP factor for dead I oad i s 1.50. Mo SI Z E •....Si-I I FT •r rgl f t •{.{A• W4X8 • 5 ••4.1?5 . ••W4X8 • S • 1.25 •[10 J W4X5 •�.00 R ••7td •• • • . •.•r• • •• r • • • • •• • 1. 5X4111 rr••r• : ::;; • rr • •• 1•• •r•••• r 4X8[6] • • • s •r••• 00. 4-4-3 III MI% ■ " 18-0-0 IIIIP 4X8[5] III 4X5[10] 4X5(A1) 4-0-0 a K 3-10-4 1"12 4-0-0 4-0-0 8-0-0 Over 2 Supports R=2169 U=105 W=5.5" R=1733 U=88 Design Cri t: I RC2012/TPI -2007(STD) �{�RE�PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16. 01. P c �O1tC�� 'i0 OR/-/1/-/-/R/- Scale =. 5"/Ft. s.Truss Components of Oregon (503)357-2118 •.WARN!NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! (� TC LL 25.0 PSF REF R7175- 98155 825 N 4th Ave,Cornelius OR 97113 ••1 T •• FUR 41 SH THIS DRAM NG TO ALL CONTRACTORS 1 NCLDn1 NG THE INSTALLERS. 83294PE Trusses rebut re extreme care to fabr,cau w ng, handling, she pee ng, installing and brace ng. Refer to and fel � r D L 10.0 PSF DATE 12/06/16 the latest edition of BCSI (Bue l di ng Component Safety Informate on, by TPI and WTCA) for safety practices pre or to performing these functe ons. Installers shall prove de temporary bracing per BCSI. Unless noted otherwl se top chord shat I have properly attached structural sheath!ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7l 75 16341007 rl ged cel l ing. Locations shown for permanent lateral restrat nt of webs shall have brace ng installed per BCS r1 _ rs ecte ons 03, 07 or Ni0, as app',cab'e. Apply pl ares to each face of truss and pose to on as shown above and on 12/07/201 L A FLI= I I i the Joe nt Deotae I s, unl ails noted otherwe se. Refer to draw!ngs 1.60A-Z for standard pl ate post t!ons. V V ILf' I \V' I AI pi nee a di on of I TW Bui I di ng components Group I n<. =hal 1 net ba agpen5i bl a for any dei ati an from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawi ng, any fa!1 ore to bu!I d the truss!n conformance w!th ANSI/TPI 1, or for handl!ng, shi ppi ng, AN ITW COMPANY !Hilts'I ati on&braei ng of trusses 73 L` TOT. LD. 42.0 PSF SEQN- 30398 A will on thl s drawl ng or cover paps 11 stl ng th1$drawl ng, I nal cotes scceptanee of profsssl ons! •npl moor'ng �� yLY 14,20 �0 reopens'b1 l l ty sol•I y for the deal pn shown. The wl tab'I 1 ty end use of structure 1 s the of thI s drawl tt for aDUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl b1 1 1 ty of the But I d1 ng Deal pner per ANSI/TP1 1 Sac.2. e f Tao Sacramento,CA 95828 For more a nformatl on see the s J ob's general notes page and these web se res: i ALPI NE: www.al pe net tw.corm: TPI:www.tpi net.erg: WTCA: www.sbcl ndustry.corm ICC: www.a ccsafe.erg SPACI NG 24.0 J RE F- 1 VWE717 5 ZO2 Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - SJ1 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wi nd, 18.56 ft mean hgt, ASCE 7 10, CLOSED bl dg, Located anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4,2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad gap,'dad per:RCS�2 sect:on 301.5. Wind loads and reactions based on MWFRS with additional C&C member • • • desi gn. •Defl ecti on me«•L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad i s 1.50. . •• •• • •••••• ••••• • • • •• •• ••••• • • • • • •• • • • • ••••• • •• • • •• •• • • •• • • • • • •• • •• • • • •'• ••••• • • • •• • •••••• • • ••• • • e • ••••• s • ••••• •••••• • • • • • 6 I R=36 U=6 it 18-11-12 1-3-4 m111111111111 11 ® 18-0-0000000011.11.111 . 1 L___ 2X4(A1)= R=25 L 1' >< 1-10-3 2"9 1-11-4 Over 3 Supports R=193 U=4 W=5.5" RL=27 Desi gn Cri t: I RC2012/TPI —2007(STD) FLED PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f Ir �1�f `St.S> OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW!NG! (? F 2 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I rANT•• FURNISH THI s DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 9 REF R7175— 981 56 Trusses red. re extreme care In YgbCimpcat.ng, handl kng. sheppi ng, Instal TPI!1 n and) for ng.safety to and fprIow /y D L 10.0 PSF DATE 12/06/16 the I atest ed.ti on of BCS! (But I d.ng Component Safety I of ormati on, by TPI and*ICA) for safety pr act:cels pre or �i - to performing these tunct.ons. Installers shat I prove de temporary bracing per SCSI. Unless noted otherwl se, top chord shat I have properly attached structural sheath:ng and bottom chord shat I have a proper)y attached BC DL 7.0 PSF DRW CAUSR7175 16341002 ri gid cell II ng. Locate ons shown for permanent I stere) restral nt of webs shat I have brace ng i nstal I ed per BCS I'1 _ Tr sect.ons B3, 67 or B10, as app)i cab)e. Apply pl aces to each face of truss and pos.ti on as shown above and on �I I 1—r ' I 1 the Joi nt Detei 1 s, unl ess noted otherwl se. Refar to draw:ngs 160A-Z for standard pl ata poli ti ons. 12/07/2016 ILf; J 1 \V' l , AI pi ne a di vi 5i on of I TW Bui I di ng components Gro„p I�.. shal I not ba or bl e for any dei ate on from th,, OREGON BC LL 0.0 PSF CA—ENG BFR/RTT draw:ng, any fa.1 ure to but I d the truss i n conformance wi th ANSI/TPI 1, or for handling, she ppi ng, AN ITW COMPANY i nstal I ate on a bracing of trusses 13 vs = TOT. LD. 42.0 PSF SEQN— 30391 A seal on the•drawl ng or cover pay I I stl ng the s drawl ng, 1.1 cotes acceptance of profess'or1ang 1 • i nesrl ng VLY 14,20� e response al 1 I ty sal al y for the des'gn shown. The•it total I I ty and use of till.drawl ng for any structure I s the Y DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bl I I ty of the Del I m ng Desl goer par ANSI/TPI T Sac.2. ss e J J Tan• , Sacramento,CA 95828 For more nformat.on see this Jobs general notes page and these web site=: SPACI NG 24.0', JREF— 1VWE7175Z02 ALP!Ne al pi nes tw.rem; TPI: www.epi net.erg; WTGA: sbci ndusiry.com; ICC: www.i ccsafe.erg Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - SJ2 ) Top chord 2x4 HF #2 120 mph wind, 19,06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ye I oad .Salt end per.IRC.-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member ••••• • • • design. I Defl ecti on mock...L/360 I i ve and L/240 total I oad. Creep i ncrease factor for dead Ioad i s e.50. •••••. II •••••• i•••• • •• • •• •• • • • • • •• • • • • ••••• • •• • • .• •• ••••. 1 • •• • I••••• • • • • •• • •• • • • • •••• • • • •••••• • • •• • •••••• • • ••• • • • • ••••• •••••• • • •••••• ••••• • • • • • R=106 U=17 6 1 4 19-11-12 2-3-4 w32111111111111 0igli ® 18-0-0 R=42 U=3 2X4(A1) 1' >t< 1-11-4-----1-<---2-0-7- - 3-10-3 -3-10-3 Over 3 Supports H R=234 U=1 W=5.5" RL=48 Desi gn Cri t: I RC2012/TPI -2007(STD) itE°PRop TYP. Wave FT/RT=2%(O%)/4(0) 16.01. !,L 10 �':F�ss� OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW]NG! 825 N 4th Ave,Cornelius OR 97113 ••IipoRTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �� ligiTC L L 25.0 PSF REF R7175- 98157 83294PE Trusses require extreme care in f abr i cats ng, handl i ng, she ppi ng, i nstal I i ng and braci ng. Refer to and fol I ow D L 10.0 PSF DATE 12/06/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl cos prior / _ to performing these functl Ona. Instal I ars shalI provide temporary bract ng per BCSI. Unless noted otherwise p DL top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached eb7.0 PSF F re gid cei I i ng. Locate ons shown for permanent I ateral rostrai nt of webs shat I have braci ng i neral I ed per BCS BCDRW CAUSR7175 16341001 T. sect!ons 83, B7 or B10, as applicable. Apply pl ares to each face of truss and post ti on as shown above and on AILL 41 N , 1 Che nt Deta,I s, unless noted°therm se. Refer to draw!ngs 160A-Z for standard pl ate poli t!on. 12/07/2016} BC LL 0.0 PSF CA—ENG BFR/RTT ' I I Al pi ne, a di vi si o of ITV Bu!I d!ng Components Group Inc. shat I not be responsi bl a for any dove ati on from this OREGO drawl ng, any faI I Are to bu!1 d the truss!n conformance w!til ANSI/TPI 1, or for handl!ng, she pp!ng, AN ITW COMPANY .nstal I at!on&brati ng of trusses Vy. TOT. LD. 42.0 PSF SEQN- 30392 A seal on thl s drawl ng or cover paps I I stl ng tills draa.l rig, I MI utas see.ptanee of profess)ons) •rpt neer)ng /_ 'LV 14,2C reaponal bI ty sol a afoul I dl deal hosn. TN.wl tab)I I ty and u,e of till,drawl for any structure 1,tri. sS�,r j T a r ` DU R, FAC. 1. 15 FROM BB 8351 Rovana Circle of the ng Seal gn.r per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see til!s;obs s general notes page and these web s!res: SPACING 24.0" J RE F- 1 VWE7175Z02 ALPINE: www.a1 pi ne!tw.Com; TPI: www.tpl net.org; WTCA, www.sbc!ndustry.Com; ICC: www.i ccsafe.org Renewal 6/341208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - SJ3 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wi nd, 19.56 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve I oad an'i ed per IRC 12 section 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member ' • •• design. taefl ecti on m ' q�ziL/360 I i ve and L/240 total Ioad. Creep increase factor :.or dead Ioad i s 1.50. .••• • • . •••• .• • • •• •• • •• • • • • ••••• • •• • • •• •• • •• • • • • • • •• • •• • • • • ••.• • • • • •• • •• • • •" ' • R=165 U=27 • • .••." . • • 20 11-12 ••••• 001110>;...111.1111.1111111H 3-3-4 18-0-0 2X4(A1)= R=116 U=17 1' 1-11-4 -1-<- 4-0-7 5-10-3 Over 3 Supports R=246 W=5.5" RL=69 Desi gn Cri t: I RC2012/TPI -2007(STD) CEOPRo1r PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. ` • ��f `SS'j0 OR/-/1/-/-/R/- Scale =. 5"/Ft. WI Truss Components of Oregon (503)357-2118 ••WARN!NGI•• READ AND FOLLOW ALL NOTES ON THIS DRANG! C.7 ''''.1/ 1. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••1�oRTANT•• FURNISH TMAWI 's ORM TO ALL CONTRACTORS INCLIAI NG THE INSTALLERS. (�` 83294FE REF R7175- 98158 Trusses redo re extreme care n fob',mail ng, handl,ng, she pp.ng. I natal I i ng and bract ng. Refer to and fol I ow '� DL 10.0 PSF DATE 12/06/16 the latest edi to on of BCS! (Bw Idi ng Component Safety Informav on, by TPI and VlTCA) for safety practices prior iC to performing these functions. Instal l ers shall provide temporary bracing per BCSI. Unless noted otherwl se top chord shat I have properly attached structural sheathi ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16341018 rigid cel ling. Locations shown for permanent lateral rostral nt of webs shall have brang installed per BCS Tr ectl ons 83. 87 or B10, as appl i cab!e. Apply pl ates to each face of truss and posi t1 on as shown bove and on 12/07/2016 /O 7/?n L _ A 1I A 'i. I I ta V he Jot nt Oeta1 I s, rani ess noted otherwl se. Refer to drawl ngs 160A-Z for standard pl ate poli ti ons )BC LL 0.0 PSF CA-ENG BFR/RTT lu I \v' I I Al pi ne, a di vi si on of I TW Bui I di no Components Group Inc. shat I not be responsi bl a for any devi ati on from thl v OREGON drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, - — AN ITW COMPANY i ntb bracing of aal I ail on trusses 1 oq, C TOT. LD. 42.0 PSF SEQN- 30393 A seal on thl s drawl ng or cover page I I sti ng thl s drawl ng. I nal rates acceptance of profess!ohsl arlgi neer!ng /_ LY 14,20 �0 responsi b11 I ty sol e1 y for the des!gn shown. The sul tabs I I ty end use of this drawl ng for any structure I a the S,s ell TanDUR. FAC. 1. 15 FROM BB K351 ROV303 Circle responsi Dl l l ty of the Bel l di ng Deal goer per ANSI/TPI 1 Sec.2. v Sacramento,CA 95828 For more 1 nformatl on see thl s J ob's general note=page and these web si tee: SPACING 24.0" J REF- 1 VWE717 5202 ALPINE: www.al pi neo tw.com; TPI: www.tpi net.org; IIlTCA: www.sbci ndustry.corn; ICC: www.o ccsafe.org Renewal 6/30/2018 1 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CHV) Top chord 2x4 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye Bot chord 2x4 HF #1&Bet. I oad applied per IRC-12 secti on 301.5. Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease *30.mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located factor for dead I oad i s 1.50. `amyl re i n Yoot•,• RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. '••••' .••. Truss designed for unbalanced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21. 17 psf. Oi nd I oads $N1•;�4 ti ons'�ased•on MWFRS wi th addi ti onal C&C member s ign. • . ' "•• JT PLATE LATERAL CHORD ' •• • •• No SIZE SHI FT BITE ITruss supports 200# meclliw-iii.r,.uni t centered at 17-6-0; supported by BC; [11] W3X7 1.25 L 1.25 iri t wi dth O•-d!•supported by 4 trusses. [18] W3X7 1.25 R 1.25 .sees • • • •• •• •• • •• • • •• • • • • •••• • • • • • •. . sees•• • • ••• • • • • ••• "••• • 5X5- • ••w•• • • • • 11 1.5X4 III 1.5X4 III 3X5-0 3X5 1.5X44 1.5X4*- 0 •e W4 •. 9-1-3 6 r 3 6 0-4-3 0-4-3 T — I I I =' 18-0-0 5�2 _ 3X7[11]= ',-1 {ii:I F-'-,;i , , ,1 _ Hi,-r 1-11: I-1 i-E't i_,,.I 1 - - f-•-:'.,'_ I_ E -- i, L.1, LI I 1 1'11_1 1 /..,/1 I 1 II _,1:1 ,1=1-;-__1 , _.::I_:' 1-'1?.-',.I i H 1 ril ,t , 7 1 I._1 -_, ,_.1 I-- -, ; ,; ,'t,,1_11 •-- - _ • - Li ' 011,, hL.I.-, '.../inci ,...1,,,,,1 -,r.., t'1,,,,, H,=.1,1,, T.,, 1.-,_,,,-, IT,,,p,-,E.,..;,-.T.-- 1:1, !..__-:',.- = •••• . • I e •-:se1 •• ' ',..:',-----' ; 1 L I L I ' _ ,. _ . .. . •••••0,1,11"...1•1 •• •,l'-'• .. I I!1 •il-, 0.0.0,B , -.... •.. 1 i=., n, -,-, I,,-,- .- •••• ,-,-- - 17.• 1,--,- -- •• 111.-,- - F: 1 ic---,.,-_, ,..•_••, l',-..1,,-,-,1,-, 1-, 1,-,--,,,i--, ,_:. Ilic•-,.,-, 1; 11:,,-.-,,ii-, ,-••• ,", . '.i, ---, ,' !"1 l_li-••,...11.=. •''• 1 ,. 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'713.,E7 '.'1 17,1'•,,,,i':-.,' •-';','I',-,'"',.;','' ' ''' L,: ,-'';' '''' ''''''''' '''''. 12/07/2016 Fl -fl , R EGON 4 ,1,,iT,...c:i.,,,,i,/,i‘i„,..''''.,',1'..:',:.,,i'',:!,;:,-,7',::::,,„!,1-_.',..;":,'::::7,:i' `-::::,,-,..:';',.',I,,',..:',:..,,,':i.i'.,;-,:!.;P:-..-,',1'-','..-_,,::-.':•,:::.1,',..-:,,,,';''',:::::,:',1,1-!.,.,;,'''''"' 93 2/8/16 db C MAX. TOT ,.___• T•_ -1--, 14,20 .,Q) A SeC, 0, U.Iili 01,1,11, llz ..l.,,,,luge listing th,s rirowing,illdirui.As w I Pra.nCe OF prolo,sh,o0, engir,erIng responsibility 5,e HrOr the fieslyri shown. I he ,u,tobill ty urid ose of, th, dr,wirlu 6',S 13389 Lakefront Drive • -....t Tali hoc ony str,toIS ro the responsiboh din ility the Builg LleSr;One1-.,e, ANSI! 1 Sec2 ef Earth City,MO 63045 IvlA X. .i.F L,_1 i,41_, 1 =.. Renewal 6/30/2018 , , F _ •••• -7- Li ,-- ., , • • •••••• • • IS 1 ••,•-•-j-J---..... I • ...........,..,..-11-1„.. -_..,.. •••• 1 • .,_- .------ -1-!. 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