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Plans (57) .44ST)-017 -COO A?„. I 3, f)sse---- s ‘) Ift'i II lif .j.il 14, FEB 2 1 ?or,' CE:11 OV PGA RI) BULDINGD:nir < 171 — I pir,F — .-crif . • / 73 . 1--1 . it -Ti .• In . -< D ' a• A ' • m • D.c • • XGE 73 1 . . . . 1--1 ..t . ..) • • 1 - • DI 1- n _ x o cn _ ..p . - i .. • , ' 0 0 • - z ,._ . G--) • DI . . . i-f -H 1 • 0 x i 1--1 ., a Iirl ... • 1 ' 0° M n 11 • 0 • DI ,-... . • Z. .17,77 M . V77 C • . . . . . . M • DI . •• . .. t . I •I. „ • • l G ,0 — C 73 11 I I A I4 Cr9-Till ,-- \ -< . . . • . a .310 —I 1-- -N'-'.- 110 • . —1 c) i a) • - . , ,--.--1 A A -) . I • • ‘.. CO/-1 t----iii: : : •• .• • • • S-< 5' • • • • • (._ I a V • .C. M r-o r--ri i--i mi xim mco 1 1 1 --rn / . ridriF . . . .---.11:c . . * 11 X1 1--t Z NO HVAC ACCESS THROUGH THIS 1 C) TRUSS WILL BE POSSIBLE ! ! Customer: PARR FOREST GROVE 1--- o 1-- c_ M 1--- o Deso. : Riverside Won 2885 A Flo o 0 1— CO ADDRESS: VERFIY 7 M 0 0 z Designed by: BILLY BREESE — z N.) 0 0 0') •. •' E � ion_ ti Alpine, an ITW CompanyFEB 2 1 1(117 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of l Document ID:1VLC7175Z1405090056crry ( M AIO DIViSiOis Truss Fabricator: Truss Components of Oregon BUILDING Job Identification: 1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFI Y VERIFY, OR Model Code: I RC; ,��Q�BD PAOpF Truss Criteria: I RC2012/TPI-2007(STD);CUSTOM/TPI-2007(STD);CUSTOM/TPI-2002(STD) 4, Engineering F,* Engineering Software: Alpine proprietary truss analysis software. Version 15.01. R 14659 9 Truss Design Loads: Roof - 42 PSF ! 1.15 Duration r Floor - 57 PSF a 1.00 Duration -411111 . Wind - 120 MPH (ASCE 7-10-Closed) f a9 %4 Notes: 9 C j,19 1. Determination as to the suitability of these truss components for the /sry�M W,CH5 structure is the responsi bi 1 i ty of the building designer/engineer of EXP.12 31-15 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: STRBRIBR- Submitted by CNC 09:00:32 11-05-2015 Reviewer: CRC $ $ # Ref Descri .tion Drawin. Date 1 63611--AGE 15309031 11/05/15 2 63612--A 15309032 11/05/15 3 63613--D 15309033 11/05/15 4 63614--D1 15309034 11/05/15 5 63615--LG 15309035 11/05/15 6 63616--KG 15309036 11/05/15 7 63617--E 15309037 11/05/15 8 63618--G 15309038 11/05/15 9 63619--H 15309039 11/05/15 10 63620--HGE 15309040 11/05/15 11 63621--CGE 15309041 11/05/15 12 63622--C 15309042 11/05/15 13 63623--JGE 15309043 11/05/15 14 63624--J 15309044 11/05/15 15 63625--I 15309045 11/05/15 16 63626--XGE 15309046 11/05/15 17 63627--F 15309047 11/05/15 18 63628--M 15309048 11/05/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFIY VERIFY, OR - AGE) Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: See detail STRBRIBR1014 for bracing and bridging recd mendations. Bot chord 4x2 HF #1&Bet. :B2 4x2 HF #2: Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Defl ecti on meets L/480 I i ve and L/360 total I oad. Creep i ncrease I oad applied per IRC-12 secti on 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. Al I connecti ons to be desi gned by the but I di ng desi gner. Fasten rated sheathe ng to one face of thi s frame. W=3X5= T2 1-6-0 , . .1 - -, : r - - - - - L ..,, ,. 1-6-0 ��////��//�� /// // /��//��. _ r +9-0-0 .� 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 62 1.5X3 1II////�j 1.5X3 III 1.5X3 III 1. 5X3 III 1. 5X3 NI 1. 5X3 hl 1. 5X3 UI 1.5X3 III W=3X5= 1.5X3 III 1.5X3 III 1. 5X3 III °'12 1.5X3 III Ir. 28-2-8 °e12 28-4-0 Over Conti nuous Support R=114 PLF W=28-4-0 Note: Al I PI ates Are 2X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=10% 0% /4 0 15.01.01. iw{r 1 R. 'TY: 1 OR/-/1/-/-/R/- _ Truss Components of Oregon (503)357-2118 ••rARNINGI••READ NO ALL NDIEs ON 7N1 DIMING! Scale 25"/Ft. _ 825 N 4th Ave,Cornelius OR 97113 "I(PORTANT•• FURNISH TMs OWING TOON�CONTRACTORS I NCLWI Ns THE INSTALLERS. `� �!'�''.� � TC LL 40.0 PSF Trusses requi re extreme care I n fWrl cars ng, handl I ng, she poi ng. I natal l l �. - REF R7175- 63611 [M 1 etesi atll ti on of SCSI (Bul 1 di ng antl Dracl n�. Refer to and fol 1 a to performing these fundi one. Instal ll acre she,I Safety a.tgmpp:y bracingaper BCSI.`"�,I safety nq:d oth ,se, 14858 '9 - iop chord shall have properly attached structural sheath, ¢ -r TC DL 10.0 PSF DATE 11/05/15 ri gi tl cal I I n0. Locations shown for J and bottom chord sMl I have a Proper)Y actacM1ed recti ons B3. . or ati permanent I eters, restrai nt of webs Sha I have bra.g Intal 1 M per BCS( `f / 1. BC DL .4 l� �0 A 1 I as app,'cab,•. M'piY Pl aces to each face of truss and oust ti on as sown above and on 7.0 PSF DRW CAUSR7175 15309031 I I-1 IN the Join Detef 1 s, unl egs rgtgl otMrM se. Rafar to tlreM ngs 7wpA_Z fpr sta,gertl pl ace post tl ms. - AI pl me, a tll vi N an oI 1 Tw But 1 a ng CwPonents Group Inc. fhel l not ba responi DI'for any tlevl ecl on from Chi. . --. BC LL 0.0 PSF CA-ENG CWC/CWC drawl,g, any Tai I ure to Dui I tl the truss 1 n conformance mitt ANSI/TPI 1, or for hmidl I ng, she poi ng AN ITW COMPANY I natal I ate on a brace,g of trusses V "rw:Ia'b`.a«;°fx t a»I„',a:"0:.drawl . 11.eaten.•a.�,•...,f•....Ia,.I afigiMerl ro * F"0 7,1919 le; TOT. LD. 57.0 PSF SEAN- 350873 • 8351 Rovana Circle •mapall•I a I I b of w ave I a ng Demi year per ANSI/TPI I yab and 11w of the•drool no for any structure I.t,. Sacramento,CA 95828 For more Informer,on r7�NWe CN�Q CUR.FAC. 1.00 FROM BB ALP(NE: .al pl mel tw.cm; TPI; awe""s J ob's general notes Page antl these web sues: menet.org; wTCA: war. tl"etry.ppa; 'c`; pOSef•.prg EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -Pl an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - A) Top chord 4x2 HF #1&Bet. :T2 4x2 HF #2: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 :B2 4x2 HF #1&Bet.: Webs 4x2 DF-L Std/Stud bri dgi ng recommendati ons. Max JT VERT DEFL: LL: 0.34" DL: 0.37". See detai I DEFLCAM61014 for Negati ve reacti on(s) of -230# MAX. (See bel ow) from a non-wi nd I oad camber recommendati ons. case requi res uplift connecti on. Deflection meets L/480 live and L/360 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye factor for dead I oad i s 1.50. 1 oad applied per I RC-12 secti on 301.5. Truss must be i nstal I ed as shown wi th top chord up. 5-3-0 2" II- 13-0-0 24.5" 30" T �' 1.- 7-10-8 YP 1' 3X5= 3X5m 4X12= 3X5= W=3X5= 3X5= T2 3X10 T w_ — = , .„„,.. .00000.0,_ — „.................!. ,,,,,,,,,,,,,,,,,,,„,,-....„,.............s: "i._ - 1 3X5= 3X5= 4X12= W=3X5= B2 - 9-0-0 I 4X12= 3X5= 3X10= Il 3X7= Lc 7-10-8 alt 20-5-8 0"12 3"B 2-6-12 J_2-6-12N 2-7-8 2-6-12 J_2-6-12 2-6-12 2-6-12 2-2-0 2-7-8 2-6-12 0"12 5-2-4 2-7-8 1 5-1-8 �` �� >.� I_2-6-12 5-1-8 2_2_0 I 2_7_6 I 5-2-4Inc �' 28-4-0 Over 3 Supports R=336/-230 R=2141 W=5.5" 'I R=1008 W=1.5"(++) Note: Al I PI ates Are 2X4 Except As Shown. PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01.01. p?IBp� TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503)357-:.118 ...WARN'MI••READ ND FOLLOW ALL NDTEs oN no s emu NCI (P 825 N 4th Ave,of Oregon OR 97113 ••Ili9RTANr•• PAM AN TM s ORM NN m ALL cormacrous I'cumin nim 1 xsrALLeNs TC LL 40.0 PSF REF Trusses requi re extreme tar.1 n r.bri cats.g. had,)l ng, she eel ng, ,rota I I ng and brat,g. Refer to and rel I w R7175- 63612 _ the.ata,-,edl th en of 0051 0,„„„,,,,,,ca.pa„$0.safety do temporary on. by TP. ape.0051 far surety practices pre ar to 14659�.1 'w r„ TC DL 10.0 PSF /� to perform ng these fund,ons. I natal I ors shah I prowl de temporary bract ng per 9CSI. Ud ass noted otherwl se. CC DATE 11/05/15 cop chord shall have properly attached structural ah eaten ng and bottom chord shah I have a proper)y attached 1 gl d ce,11 ng. Locate ons shown for permanent 1 ateral rostral nt of webs shall have bract,g 1 natal l ed per 9051 �� A n I O N^ then ons 93, 9' or 910, as open came. Ape y pl aces dr each ng rue. cruse and posh a on as shown above a.an sr��1t/�a' BC DL 7.0 PSF DRW CAUSR77 75 15309032 llrU_J I the Jon nt Decal I s. unl, a noted cabsotherwl se. Refer es draw ch ace or for standard po pl eco po>I ti ons. Al p,nen a d,vi s,on of I TN..,I d,.g Components group Inc. shah I not be reapw,al m e for any clavi eV on from the s .:,_ a BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fel lure to bui Id the crass In conformance with ANSI/TM 1, or for handl1 ng, shi Pei ng, AN ITW COMPANY instep ate on a brace ng of trusses. ~ A ...1 IN1�1'in=L1;1;reor Oe00•d a;III tlwo n`"„'•mos.n, I^°'°a"'°°wf.Ne.A9 ww«.I$0.I mop no•r105 9� �FL'.T,19�9QQ�+' TOT. LD. 57.0 PSF SEQN- 350871 8351 Rovana Circle re panil•I I I h.f Oho Nom I aSee. 00•^e ur of thin drm.ro for are,.bm.�m I•tlr no D.Iga.r per ANsI/101 /s.e.:. 'NW.CHP DUR, FAC. 1.00 FROM BB Sacramento,CA 95828 For more I nrw'matl on see the s J ob'a general notes page and these web sl tee: ALPINE: oma,al pi mel tom.cam; TPI: MM.tpi nsc.org; WTCA: wow.stool uscry.tom; ICC: ere.I ccsafe.org EXP.12-31-15 w SPACING 24.0" J RE F- 1 VLC7175Z 14 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - D) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #1&Bet. Bot chord 4x2 DF-L #1&Bet. + 2x6 continuous back. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bri dgi ng recommendations.ons. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Max JT VERT DEFL: LL: 0.49" DL: 0.35". See detail DEFLCAMB1014 for load applied per IRC-12 section 301.5. camber recommendations. Deflection meets L/480 live and L/360 total load. Creep increase Trusses to be spaced at 16.0" OC maximum. factor for dead load is 1.50. Truss must be installed as shown with top chord up. I' 13-0-0 13.5" F 30" Typ, 1 1- + 10-4-8 I 1 W=3X5 3X10= 3X5= 3X3= 3X5= 3X10 1-6-0 ........„,--- -,,,,..+!: ,........„,...- ...,,,,,,, 4,.. - 9-0-0 3X10= 4X5= 3X5= 3X5= 3X10= W=H0308= 4X5 o"12 2-6-12 5-2—....4 2-6-12 2-6-12 _I_ 2-6-12 2-7-8 3—QQ2-6-12 5JI—B 2-6-12 3.I� 2-6-12 5_ —4 2-6-12 °L2 5-1-8 2-7-8 —I —3-61 '1 k 24-6-0 Over 2 Supports >{ R=931 W=5,5" I R=931 W=5,5" Note: Al I PI ates Are 1.5X3 Except As Shown. Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.01.01.0 _ _ _ _ Truss Components of Oregon (503)357--118 '•rARl11 NGI••HEAD AM FOURS ALL NgrES ON TINS DRAWING! QTY:8 D / 1/ _ 825 N 4th Ave,Cornelius OR 97113 ••IIPORTANr•• FUN/11311 1x13 DRAWING To ALL CONINAcrgRs 1 NCIInINS THE INSTALLERS ��RE� �FF TC RLL/ / /R/ Scale 3125"/Ft tMTrusses require. e in fabri tate rig, handl I ng, she ppi ng, I natal l Inn and nracl ng. Refer to and fol low 40.0 PSF REF R7175- 63613 latest edi c:on ofrBCSI (BW!ding ng Component Safety 1 nformati on, by TPI and WTCA)for safety //� t per,ornl ng these fundi ons. I natal I era,hall proof de temporary brace y ted practices prior TC DL 10.0 PSF DATE 11/05/15 top chord shall have properly attached structural sheath) •g per 811 e a pr meted herniae. 14859�'Y rlNcd cel I I ng. Louis Dna shown ror u "g and bottom chord anal I have a proper)y atcecned Qs r ALPO ,^�� I . I ans 83. BT B10, e. Apply t I sacral r.a a1 nt e. b. I have brace as I owl I per o BC DL 7.0 PSF A I P the is 7:::::..a, um es ws nzaci„iczer;d s. ;;tto a a n face-Z comes and.rasp cl on as shown above and an ,,,,,,,yomi, DRW CAUSR7175 15309033 Igs tsoA-Z ror scandara W ate pose a ons. u pi si ar ITN Bw l eh g "B°p' 'ha" ^et b•rPons w•far am d.l ate an room tnl a BC LL 0.0 PSF CA-ENG CWC/CWC AN ITN,COMPANY Iwnsc I/ati ony aabreci co e,i I e the uuaa I n confornrr<e w1 ch ANSI/TPI 1, or for handl I,g, shi pal ng ng of Crosses. e -_ - A a.. en.N a drawl nor cower pogo II ate ne w a*FM nip, I n.eaew s.,e..f prweaal mai enol n.erl q .� $q �vp TOT. LD. 57.0 PSF SEQN- 350888 rel.p..l01 I q solely for telle design rl..n. 7he r e1.I 1 q end we of aN.parr ng for any.weer.1 e the 9/ L:T,1g `I 8351 Rovalla Circle p00000'10111 q of ens Bea 1 a ng o..l gwer per A1121 int 1 see.R. {�� Or DUR.FAC. 1.00 FROM BB Sacramento,CA 95828 For more Information see this f ob's general .w /aH We C� ALPI NE: sow.al pi mel tw.cam; TPI: www,eel not.oro; RICA: saw,sbci nclusery.co.1 CC:sites:i«sere.oro EXP.12 31-15 SPACING 16.0" JREF— 1VLC7175Z14 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - D1) THIS DNG PREPARED FROM COMPUTER I NPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 DF-L #1&Bet. Bot chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bri dgi ng recommendati ons. Max JT VERT Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive LL: 0.47" DL: 0.33". See detail DEFLCAM61014 for Ioad applied per IRC-12 section 301.5. camber recommendati ons. Deflection meets L/480 Iive and L/360 total I oad. Creep i ncrease Trusses to be spaced at 16.0" OC maximum. factor for dead Ioad i s 1.50. Truss must be i nstal I ed as shown wi th top chord up. I- 13_0_0 10.5"" L 30" TYp• i 10-4-8 f 1 3X5= 3X10= W=3X5= �j�_ + 3X3= 3X5= 3X10= \- / + 3X5= 3X10= 3X5= 9-0-0 3X5= W=H0308= 3X10= 3X5= 0"12 2-6-12 5-2-4 2-6-12 . . 2-6-12 5 1_8 2-6-12 -7_8 , <1')fr 2-6-12 5-_1i_-8 2-6-12 2-6-12 5-_j2_-4 2-6-12 k 24-3-0 Over 2 Supports R=921 W=2.5" >1 R=921 W=5.5" Note: AI I PI ates Are 1.5X3 Except As Shown. PLT TYP. 20 Gauge HS,Wave Design Crit: I RC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:4 OR/-/1/-/-/R/_ _ • Truss Components of Oregon (503)357-2118 '•1M1R111NGI••READ tam FGLLa ALL /RT=ICRES au,nsoN0 Scale .3125"/Ft. 825 N 4th Ave,Cornelius OR 97113 '•IMAORfANr•• FIRM SN TINS awl NN To ALL CONTRACTORS INCLUDING THE INSTALLERS. ��,t Q1�� Ore. 40.0 PSF Trusses require extra.'care in rebel eats `� TC LL REF R7175— 63614 the 1 at•sc atll CI on or SCSI (BW 1 di �• hargl age &,1 PPI ng, I natal 11 a9 any erect ng. Refer Co any fol 1 w n <000,0,-..9<.... aN l I ars she I Prov de temporary by TPI and NRCM for safety Peach us pre. r fundio"g. ding Component shall Safety In ormatl on, brace t- r top chord shall have praperl attached s a9 Per ill I e aepr pecey attacheda, �/ 14659�9 TC DL 10.0 PSF DATE Io--'11 �p`ycell 1 ng. a ctrl ons down far structural shsa y„g aM bottom chord shill 1 have Peop•rl y.trached �• 1 1/05/1 5 ■ �I O N I� e ons 83, 97 N,o, permanent l acnes hI fa of f truss shell have bran;ng;hotel l ed e a o BC D L s otpi 1 cehl e. Apply pl aces<a each roc.or truss and pogi l teas shovel above any on 7.0 PSF DRW CAUSR7175 15309034 the Jol nt Dotal 1 s, unl ass notey o[herwe se. Rarer to drawl l,gs 16OA_Z for standard pl ata pose[I ons. I Al p,ne, a di vi se on or 1 TN Nue 1 di ng Components Group Inc. •hal 1 not be reaper.bl•for any devi ati on from rhes BC LL AN ITWrAMPAFri ,„nae l"lgetioy a e izngt Dept u.,."°truss I"conformance with ANSI/TPI 1, or for ha.1Ing, .1ppino. 0.0 PSF CA—ENG CWC/CWC - - A••N on tan fried no M ewer • • •• F •w.whiI Ity egg el',for y,.461 un I !b The.11t_Iwl Il y■seem of a u•"a-of g prof•••I owl uct remarl Is t '�" t9 /�� TOT.LD. 57.0 PSF SEQN- 350890 8351 Rovana Circle r••pen•I IN 11 ty or the RIA I■n•D. mar pen ANSI/SPI I Septi and w of W•drwl hg for env structure I.•tM �� +.Tm 19 `F Sacramento,CA 95828 Far more I nrormate on see Che s J.'s general „et �nAMW.CN�QQ DUR. FAC. 1.00 FROM BB ALPINE: sea.,al Pi mei cw.cam; TPI: web•,tpi note ors; NTCA: s peg'•�these web sl Wig: eb`i `ry'""` "` "`g°r''Oeg SPACING 16.0" JREF- 1VLC7175Z14 EXP.12 31-15 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - LG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 DF-L #1&Bet.: Bot chord 2x6 HF SS :B2 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQUI RED 1 Webs 2x4 DF-L Std/Stud :W2, W4, W6, W8, W10, W12 2x4 DF-L #2: Nai I Schedul e:0.120"x3", mi n. nal I s Top Chord: 1 Row 012.00" o.c. Speci al I oads Bot Chord: 1 Row 0 6.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 1 Row 0 4" o.c. TC- From 70 plf at 0.00 to 70 plf at 24.50 Use equal spacing between rows and stagger nails BC- From 14 pl f at 0.00 to 14 pl f at 24.50 i n each row to avoid spl i tti ng. BC- 3726.46 I b Conc. Load at 6.80 Negative reacti on(s) of -2386# MAX. (See bel ow) from a non-wi nd I oad 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located case requi res uplift connecti on. 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 loads and reacti ons based on MWFRS. Deflection meets L/360 live and L/240 total I oad. Creep increase Max JT VERT DEFL: LL: 0.38" DL: 0.41". See detail DEFLCAMB1014 for factor for dead Ioad i s 1.50. camber recommendations. Roofs incorporating thi s truss requi re consi derati on for pondi ng desi gn by Bui I di ng Desi gner. The TC of thi s truss shall be braced wi th attached spans at 24" OC in Iieu of structural sheathi ng. Truss must be installed as shown wi th top chord up. NOTE: UPLI FT REACTI ON. Truss desi ned usi ng verti cal JT PLATE LATERAL CHORD restraint as shown below (R=-2386}. Engineer of record shall [N 5] W3X7 SIZE 2 2 S.. 0T50 L 1BI .1.25 design connecti ons and structure to resist uplift reacti ons. [11] W4X5 25 Engineer of record must review and approve this desi gn pri or to S 1.25 fabri cati on. [122] W3X7 2.25 L 1.25 [16] W3X7 2.25 R 1.25 [19] W4X5 2.00 L 1.75 [20] W3X10 S 1.75 [23] W3X5 S 3.00 3X10= 3X7[5]= 1.5X3111 4X5[11]= 3X5= 3X7[16]= 3X10= 3X10[20]_ 1-6-0 W2 W4 e 8 .. __ I ni - W10 12 1-6-0 3X5111 3X10= 6X10= H0508= 623X10= = -�-9 0-0 3X7[12]= 4X5[19]= 3X5[23] III r 12 20-6-8 3-3-8 3_3_8 4_8_2 3-11-8-� 1"2 3-3-8 3-3-8 4-8-2 4-8-2 4-8-2 4-8-2 3-8-12 4-8-2 3-7-0 I, 2 24-6-0 Over 3 Supports >III R=2975 W=5.5" R=5111 W=5.5" R=-2386 U=2 W=5.5" PLT TYP. 20 HS,Wave Design Crit: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01.01. r.rk,Tp}ROP : 1 OR/-/1/-/-/R/- _ Truss ComponentsTP. of Oregon Gauge HS, .118 •�NAWII NGI••READ No FOUNT ALL NOTES ON S oRAN1Np _ 825 N 4th Ave,Cornelius OR 97113 •'I IriRT�NT•• MOIST THE OWING TO ALL CONT WTORN I NCLWI NG THE INSTALLERS TC LL Scat a 3125"/Ft. Trusses regal re eetrawe care i n fabrl tett ng, tonal 1 ng, slit ppi ng and bract n9. Rotor to and rel I ow �c�' ry�• 25.0 PSF REF R7175- 63615 the I avast edl ti on of SCSI caul 1 di e9. I,retal 1 e 1 4659�/ ng l leesnenc l Safety Ieftempo on, by TPI per CSfor lesstY ted tithes i se. to perform)ng thea.fr.,dti ons. I natall.re sisal I prmd de tanpa,..ry brace ng SCSI. un,aae noted ptlwrwi s.. r. TC D L 10.0 PSF DATE 11/05/15 0411164 top chord shat I have properly attached structural sheaCM ng and bottom chord shall haw a properl y attached //NN It l� T. rl gl d cal 11 ng. Laced ons shown for permanent I aceral restraint of webs shat I have brace ng instal I ed per SCSI 1 I .4 II �O'\ II� theJ.et Details, un'/esssnoted ocbnra se. 1R�fer to drawl each(ata or truss and AP ' \VI 57 pose a on as shorn above and on BC DL 7.0 PSF DRW CAUSR7175 15309035 I I Al pl,y, a dl vl sl on oP ITN Nai 1 dl rgs I60A-2 for standard pl ate peel CI ons. i drawl,g, any fat 1 are to Dui 1 d the truaa i n cavaforrwanca wi ths"AN51/TPI D1,rorfor bl a l i n.n d«e ate Os rrda the a -... BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY Intal 1 act on&braci ng of trusses. TOr MMI I ng, hl pal ng • v A•n«albillty.101y"r�the 55.18.cow ,shown." N Tw„`„nw°!; Ilrl»s...eewD.ISt of ng any Nal onel structureI�'Mv. '9/0F`e•7,19t`�Q�i�i' TOT. LD. 42.0 PSF SEAN- 350865 - 8351 Rovaoa Circle r�Parw w 11 b of w,NIA I a DWb and w of w•drawl ng rpr nil Demmer par hi sJob. r generalSeran�QNwe C�� DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nfermetl on see th,a ob., FROM BB ALPINE: wwr,a1 p1 vel er,can; TPI: www. �) notes page and these web si Ms: cal nat.•rg; RICA: .sociendstry.cost ICC: .Iccsal,.erg EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14 N (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - KG) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. Bot chord 2x4 DF-L 2400f-2.OE 2 COMPLETE TRUSSES REQUIRED 1 < t Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nai 1 Schedul e:O.120"x3", mi n. nai I s Speci al I oads Top Chord: 1 Row 0 1.50" o.c. BTC- (LumberromDur.Fac.=135 pl f at 0500 Plateto 35uplfac. o1.at 133 Bott Chord: 1 Row 012.00" o.c. BC- From 7 pt f at 0.00 to 7 pl f at 9.33 Webs 1 Row a 4" o c TC- 1001.66 I b Conc. Load at 0.60, 2.60, 4.60, 6.60 Use equal spaci ng between rows and stagger nai I s 8.60 i n each row to avoid spl i tti ng. 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bt dg, Located TC- 647.77 I b Conc. Load at 3.31, 4.98, 6.98 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Wi nd I oads and reacti ons based on MWFRS. DL=4.2 psf. Deflection meets L/360 Iive and L/240 total load. Creep i ncrease Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE The TC of thi s truss shall be braced wi th attached spans at 24" OC i n [ 1] W4X5 1.75 L 1.25 I i eu of structural sheathi ng. [ 4] W4X5 1.75 R 1.25 [13] W4X5 1.75 L 1.25 [14] W4X5 1.75 R 1.25 4X5[1]ss 2X4111 4X5[14] 1-1-D I I o a a o 0 I I \ 1 If j ► I II � 8 ,-s-o 0 o o I I/ 4X5[4]•_ +9-0-0 3X5111 4X5[13]= 3X5111 1"12 2-3-2 ..I9.: 1_7_8 ._I_ 1-8-0 5,.10 1i2 2-3-2 -I-g.2 1 _ 1-7-8 '7` 2-4-14 -8-0 s••1 2-3-2 9-4-0 Over 2 Supports12 'I R=3617 W=5.5" R=3726 Note: All PI ates Are 1. 5X3 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.01,01. 4_ r 1 , QTY: 1 OR/-/1/-/_/R/_ Truss Components of Oregon (503)357-2118 •'wARNI NGI•• 825 N 4t6 Ave,Cornelius OR 97113 "IwattANt'• FURNISH THISDoa�il�Fio TO ALL All NOTES°N DNS DRAWING! ALL CONDUCTORS INCLUDING The INSTN-LE S. Scale 5"/Ft. Trusses radix re extreme care In fabrleatt TC LL 25.0 PSF REF R7175- 63616 Che,..t...„,„,„„of BCSI (Sul l dI ng. handl �' shi ppl,g, 1 notal 1 I n8 and bract ng. Refer to and fol 1 ow �� r e "g co.„....Co.canSafety I nforeatl on, py TPI and NTCA)for rety prate can pri or o 1"59 48 5 9�'S' ' - to performing these functi one. I natal 1 era seal l pro,„de temporary bract ng per SCSI. pnl bee noted atheral TC DL 1 D.0 PSF adilikk top chord shall I have properly attached structural sheathi ng and bottom chord enol I have a proper)y attached ` DATE 11/05/15 rl 9ttl col l l ng. Lacau oda sloven for permanent y lateral rostral nt or fabs shell have bred hg i notal l ed per SCSI �.y..��m��1�� - /��N I I ms 8th al or unl as app)I co`bl e. Apply pi aces to each face of Cru s `1•��'I! BC DL H the jai„c perm I a• u 1 seal noted herd ale. Refer area„ge 160A-z for truss and .c•ooa�ti ons. and on 7.0 PSF DRW CAUSR7175 15309036 dAlI ppll n,, a dl vi sl on of 1 TN&,I 1 dl ng Components Group Inc. she)I not be responsi bl a for any deet alit on from Chi s AN ITW COMPANY n,ta a� s e z. t^ ai ld tl»truss I n eonfarmence a th ANSI.TPI 1, dr for handl --. BC LL 0.0 PSF CA-ENG CWC/CWC hg or cruss•e ng, sre Dpi,g, •. V t rDWI on rr5 5ea01N IIIINti oly forr tno senor awlon sham. TM�'0iti and Imo of drools g fr wl.o.l mgrs I. 9� FC,T,15 9 �4� TOT.LD. 42.0 PSF 8351 RovanaCircle h•or ill.Ow la D.., rig for.,,..e,,,pd,r.,.tit. S Q _ SEQN- 350857 long Ilmer Per ANSI ml I Gee,x. Q Sacramento,CA 95828 For more I nformati an qN r y CK�' DUR. FAC. 1. 15 FROM BB ALPINE: .al PI hat tf.Com; TPI: Sabel C's J ob's general notes page and close map si les: r w nuc.erg; veru: rem.sbcl mustry.cam; ICC: mew.I ceeare.erg EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -PI an 2885 A fl Dome trusses -- VERFI Y VERT FY, OR - E) Top chord 4x2 HF #1&Bet. Bot chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendations. Deflection meets L/480 live and L/360 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live factor for dead I oad i s 1.50. p I oad applied per IRC-12 sect.on 301.5. Truss must be i nstal I ed as shown wi th top chord up. F7-10-8 +6"...i - 7-10-8 I30" Typ, 3X3 2X4 III 3X10= 2X4 III 3X3= 2X4111 3X10= � 2X4111 1 J _- 1 L T -6-0 r 1-6-C 1, + pr min +9-0-0 3X7= 3X10= 2X4 III 3X10= = T 2X4 III 3X7'. --- o"12 X7=0"12 1L 2-6-12 __ 2-6-12 2-7-8 I` 0"12 5-2-4 �� 2-7-8 'I�jllg�� 2-7-8 'Ire 2-6-12 2-6-12 5-2-4 16-3-0 Over 2 Supports R=926 R=926 W=2.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01,01. IO2BR0p TY:9 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ...WARM NM••READ NO FOLLOW ALL NOTES ON NIS DRAM WI 825 N 4th Ave,Cornelius OR 97113 ••I TMT•• ""alms TMs DRAWING To ALL COMOACTORS INCLUDING THE INSTALLERS. �e''c �.lT.� �• TC LL 40.0 PSF Trusses ream re extreme care I n fabrl Ceti ng, handl I ng, Nn.pp1 ng I natal 11 meg a.bract ng. Refer to and fol I ow /•"[`w REF R7175- 63617 - GM 1 atesc.I ti on of BC51 (gull di ng Component Safety 1, oa npl on. by TPI ane NrcA),or safety praccl res pre or 14859�a9 to perform ng these functl one. I natal I era shal I prova de temporary brace ng per SCSI. Un1 eas noted othend se. TC DL 10.0 PSF DATE 11/05/15 top chord sha11 have properly attached structural sheath.no a.bottom chord sisal I have a properly attach. r rl g`tl cal 111g. L.A.ens shown for permanent 1 ateral rostral nt of webs shell have bred ng I Ictal 1.per SCSI BC DL 7.0 PSF A LPO O N ae 1 Dna G7. aT or as oppl t.oth e. e. y pl aces to each race of truss and pos.c1 an as shown appy•a.o DRW CAUSR7175 15309037 ILrLJ_J the Jai s S, 8 1 s, unl, a not.cabl e. se. Refer to to e.each aceAof for stand po pl ate post ti ons. 1 Al pi ne, a di vi sl on of ITN Sui I dl meg Components.troop Inc. steel I not be resod.Id a for any day.atl on fr.the s .[•-_r BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Tal I tire to WI I d the truss I n conformance rel th ANSI/TPI 1, or for handl 1 ng, she ppl ng, AN ITW COMPANY I meta.I ati on A bract ng of trusses. s 1r • A.. ON.dr..l n .r 000.5 pogo IIw01 .. no Nd.dr. no. InNNsous ..p..he.of 5r freel.0., .ngln..ring � Te.7•1� / Olt TOT. LD. 57.0 PSF SEAN- 350884 M on ra.p.nN bl l l tar N .al Ny for the Orel f,ohm.. Thor of t.b111 b and we of this orad ng for any structure 1.Oho 8351 Rovo,a Circle ro.55..I I l ty of MI.Sul I N n Doal war par ANSI/IPI 1 Nee.2. 411 Olt Sacramento,CA 95828 For more I nfor.macl on see ch.s J.'s general ,e ALPINE: www.al pi mei cw.cam: TPI: t••Page•^d these web area: was.twna`prgl 'TCA on,sbci.ustry Cole: ICC0 ICcsaf••org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bri dgi ng recommendati ons. BDeflection meets L/480 Iive and L/360 total Ioad. Creep increase loadom plied checkedri 12r e10.00ctio psf .5. concurrent bottom chord live factor for dead load i s 1.50. I oad applied per IRC-12 secti on 301.5. Truss must be i nstal I ed as shown wi th top chord up. 30" Typ. i I' 1 3X5= = W=3X5= 2X4 III 3X5 2X4III 2X4 III 3X5= 3X5= T J T 2X4111 3X5= 2X4111 1-6-0 4X5= 11 9-0-0 3X5--- 3X5= W=3X5= 3X7---s' 3X5= 3X5= o„Lc 10-2-0 �I< 13-0-,IL 2-6-12 5-2-4 2-6-12 ).1... 2-6-12 J_ 2-6-12 2-6-8 2-6-12 I_ 2-6-12 ,..inc 2-6-12 _j_ 2-6-12 I� ,L _ 0”12 5-1-8 T 2-6-8 -1` 5-1-8 �- 5-2-4 23-2-0 Over 3 Supports R=513 W=5.5" R=1572 W=3.5" R=648 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=Truss Components of Oregon ((503)357- 118 "WWII NOI••READ No RUM ALL mows ON THIS (0%)/4(0) 15.01.01.0 QTY:3 OR/-/1/-/-/R/- _ 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS MARINO TN ALL cot:me mos mucous THE INSTALLERS. ��t Stip 04 Scale -.3125"/Ft. Trusses recall re a °1&A 1 di rebel eatl,g, „ental l 1g, ohl ppl ng, I natal 11 ng POs bract ng. Refer to and fol 1 ow the latest dl ti on ofr8esl ng Component Safety Informed on. to perform)ng these functl pts. I mcal l ars shat I prowl de c by TPI ane 11TCA)for safety other-pr1 or Ve* LL 40 0 PSF op chord shatI have D,ctle y attached s temporary bred ng per SCSI. Unless ed o n..a1 cc. ��• TC DL 14656 rrREF R7175- 63618 r1op c r ling. a etlons structural shearest9e"d both hof" hall have properly attach. Q shown for permanent I sterol nt f Ds ane I have bract 10.0 PSF DATE 11/05/15 .4��0��N I s d ons B3, 87 1310, as apphlcable. Apply plates to each face of truss and as shown l Per BCoI BC DL the Jot nt Dotal I s, n1 ass not.other.sa Refer to drawl ngs 160A_Z far standard l ate as shown above and on 7.0 PSF DRW CAU$R7175 Al1 ti Ons. pi ne, a di vl sl on of ITN But 1 dl n8 components Group Inc, shat I not be resp00d bl a for any devl atl on from flits , 15309038 AN ITW COMFANY 1 natal ng,Iatl on 6 e aci ng o ac usses.truss'^conformance.th ANSI/TPI 1, or for hand,,,g, ,„,pp,,,g, BC LL 0.0 PSF CA-ENG CWC/CWC A WI en thin breclhq or eww•r • .: � r•spp.lDI1Iby•m1ely far the e•• 1o,.»The eel ,II IwIeaten tom ofethi•,dr ni g a„.I •.NIh•.IIB, er /�� TOT.LD. 57.0 PSF SEAN- 350841 8351 Rovana Circle roeposl le 1 I ep•f the NuI I al h'"°”"of tl••drool hg for •engttlr•I.•the �' �:)�1909 I,`j ng D•.1 goer law ANSI/TPl 1 s.a.x. 61)741#1y1, •t 6r- Sacramento,CA 95828 For more I nformetl on see flit s ob.s "Jj pQQ OUR.FAC. 1.00 FROM BB ALPI NE: waw.a1 DI nal tw.tom; TPI: nst general notes pogo and chase wap s,�ewg; 4M We 6 a woo. NTu: www.sxlhmpscry.wm; ICC: .lesser°.org n SPACING 24.0" JREF- 1VLC7175Z14 EXP.12 31-15 (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - H) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendations. BDeflection meets L/480 live and L/360 total load. Creep increase loadom plied checkedri 12r ectio psf .5n-concurrent bottom chord live factor for dead load i s 1.50. 1 oad applied per IRC-12 secti on 301.5. Truss must be i nstal I ed as shown wi th top chord up. 7-10-8 -I 8 _� 5-3-0 30" Typ. 1.5X3 III 3X7=-= 1.5X3 III 3X3= 1 - _ 1.5X31n 1.5X3 III ... 3X7= 1-6-0 - + 1-6-0 NW 3X7= z +9-0-0 1 1.5X3 III z 3X5= 3X5= 3X5= 0"12 2-6-12 -_ 2-6-12 5-2-4 3.1..c 2_7_8 8 >.I�9"8I 2-6-12 J_ 2-6-12 9"8k 5-2-4 41 13-9-8 Over 2 Supports J R=786 W=3.5" —I R=786 W=3.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=10%(0%)/4(0) 15.01.01. TmssComponentsofOregon (503)357-'118 '•WARNINGI••READ NO FOUR/ 0 QTY:5 OR/-/1/—/—/R/— Scale 825 N 4th Ave,Gemellus OR 97113 ••IIPORtANf'• rulrnBN THIS MDQ as THIS —.5"/Ft. Trusses DOM TO ALL CONTRACTORS INCLUDING TNF INSTALLERS. TC LL rm.re extreme re I n Pabri call rg, ha.t l ng, «apal ng. I natal l I,g a.Israel 40.0 PSF REF R7175— 63619 the 1 steal edi CI an of BC51 (BW I«ng Component Safety I nformatl on, by TPI all NTCA)for" Refer to ell fol l ow f to parforml ng times fundi ens. I natal I ars Mall prowl de taaporary brad safety tedc°us pre. �(L\5 .44164 top chord Mall have properly attached structural Meathichord par BC51. a aapr petty ettach». ~C/'�' 14659' ' ' TC DL 10.0 ri p c c«I I,g. Locatl fop sheen for per...I atard 't'gand bottom anal I Myrproper)y attached `s PSF /'/I/��II(1II Int f webs shd I have brat:ng I natal led per BM DATE 11/05/15 -1�LO��N I i�i o s 03, B7 or 1 o, 8110. asnoappi I cabbl e. �l y PI ate,to»ch face of truss and p051 ti on as sheen above eeC on ` ( BC DL e. Refer to draw,Igs 160A-2 for standard p1 ata post ti ons. 7.0 PSF DRW CAUSR7175 15309039 Al pi M, a dl vi el on of ITN Bui I di,g Components Group Inc. "MI I not be respond M•for any devl all on from thi a tlraal ng, any fai 1 urs to ta,i 1 tl the trues i n conformance ori th ANSI/TPI 1, or Por MMI I ng, dhl ppl ng. BC L L 0.D PSF CA—ENG CWC/CWC AN ITW COMPANY i arca l as m c brae)ng or erve»e f A sem an the•drawl pnefe•el earl aD hopes,ld l lb Oa ofy for the deal on this It Owning. Iodates of Ohl dr of eel ,9�s �yc� t��9�9 �" TOT. LD. 57.0 PSF SEQN- 350897 8351 Rowena Circle ...no,a 1 l q of eh•NW 1 a nN Dad Neter par ANSI/Tpl 1 foe. ,and waw of tlll•arae)no for alO.Ol;rtaiba'e 1•Pr Sacramento,CA 95828 For more I nformati dl. rigNWe C�PQQ OUR.FAC. 1.00 FROM BB ALPINE: ,ml pi ami Cr,cam; TPI seethe s not.erg: general M s page and these sob slw.a: tw NTCA: wee.aeelMaatry.eom; ICC: "".,e•prg SPACING 24.0" JREF- 1VLC7175Z14 EXP.17-41-15 (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - HGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bri dgi ng recommendati ons. BDeflection meets 1/480 live and L/360 total load. Creep increase loadom plied checkedri 12r ectio psf 301.5. bottom chord live factor for dead load i s 1.50. I oad applied per IRC-12 secti on 301.5. Sheathi ng is requi red for any I ongi tudi nal (drag) forces. All Truss must be installed as shown wi th top chord up. connecti ons to be desi gned by the tui I di ng desi gner. Fasten rated sheathi ng to one face of this frame. - - T 1-6-0 - - 1-6-0 / +9-0-0 —I 0"12 nat 13-8-0 0"12 k 'IF 13-9-8 Over Continuous Support >1 R=114 PLF W=13-9-8 Note: Al I PI ates Are 1.5X3 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon (503)357-2118 ••NARNI NGI••REM AND FOLIlIN ALL ON TMO%(0%)/4(0) 15.01.01. 1 i 82sN4thAvtsofOregofl ,O3)3S t .. 'Op QTY: 1 OR/-/1/-/-/R/- Scale - 5' ••IIPoRTMR•• FURNISH THIS BIIO�INs To ALL CONINACIBNs INCLUDING The INsiALLENS, F - /Ft. Trusses recite re extrema care I n fabrl earl TC LL 40.0 PSF the armee edl CI m of BL51 (But I y. ^�. h.ndl ^�. ehl�I�. natal I I„g.,�brace ng. Refer to and f°�I m REF R7175— 63620 co parfxmi n a9 Component Safety 1 e tempo on, by TPI and.2BOSI for safety practl ear prior �� 11/05/15 g thee.funccl one. Installers shall provi temporary brad 44 14659� f TC DL top chord serol I hese properI y attached structural sheatheno Per aCI . . epr para y attach se. 10.0 PSF DATE rigid cel 11 ng. L.ocatl ms shown for ` n9 and boom chary shoe 1 have.properly attached A r 1��, �1 I CAl ti ons 83, B7 or 810, as app)I cab)e. Anal 1 l atesl oaeach face of fats ssel l Mea brad ng 1 notal l ed per dCo1 \ H/� A°w y PI ates to each fee°'truss and ay.b e...e shown.bpde and m I I ___ BC DL 7.0 PSF DRW CAUSR7175 15309040 M Joe nc Detmi I e, ted has.w,ted ocher"'sa Refer co yrs"'ngs 18011-2 for ata gertl pl eta ruse tl ms. drawl ng, any fel 1 ore to but OI the truss I nN conformance tel th ANSI/Tpl b1,rorPfor handl 1 ng, ng,m from this AN ITW COMPANY i natal I ace m.brace•t of trusses. BC LL 0.0 PSF CA-ENG CWC/CWC d A semi a ted•drool no or dear pogo I I.w wee marl no w V r••penw bl l l Cy al wy far the demi no tM..alm,, IIIINd to of Ohl • of o ffealwrl 1.02*. 'ire. 9$g TOT.LD. 57.0 PSF 8351 Rovana Circle re.p,a,w I I q of she NW len no Oaf w1ODo TM WI oultel I I q-„as of�„.drool no r:seed structure l.w /�, 7 t Q�f S EQN— 350900 anew:Ver ANSI/try t See.2. Sacramento,CA 95818 wow. more I nfarmetl on ngMMfe Ct►AQ OUR.FAC. 1.00 FROM BB ALPINE: .el w mei coo.cm: TPI;: won tat s ob's general maces Page and chase teem Si coos: wnet.arg; srcA: •fw.sbcl"'yatry.em: ICC: .ww.lcce.fe.prg SPACI NG 24.0" JREF- 1VLC7175Z14 EXP.1?-R 1-15 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - CGE) THIS DWG PREPARED FROM COMPUTER I NPUT GOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Webs 4x2 DF-L Std/Stud load applied per IRC-12 section 301.5. Deflection meets L/480 Iive and L/360 total Ioad. Creep increase Truss must be installed as shown with top chord up. factor for dead Ioad i s 1.50. Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. Al I connecti ons to be desi gned by the building desi gner. Fasten rated sheathi ng to one face of thi s frame. 1 - - - - - - 1-6-0 _ _ 1-6-0 +9-0-0 L 0",2 6-6-8 ir Enc G-8-0 Over Conti nuous Support --)- R=114 aR=114 PLF W=6-8-0 • Note: AI I PI ates Are 1.5X3 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01.01.0 _ .�, QTY: 1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING!••READ APO FOLIOS Au tomes al TIAs own NG! 825 N 4th Ave,of Oregon OR 97113 ••t[rNNTINT.• MORN TINS CHITINS m ALL CONTRACTORS INCLUDING THE INSTNIENS ��,��, TC LL 40.0 PSF Trusses Teem re a ca 1 n fabrl call Ig, handl l ng, ahs poi ng, I nstal I larg and brats ng. Refer to a.fol I ow the latest.1tlon extremeg REF R7175— 63621 /Bull Inst ll.,-s eta,Safety lnrtempo on. by TPI pe NSC/ for sec to pchord ng theae rprotl ons. I natal I era anal I pravl an temporary brawl safety y a tea p l a fir 14659 F9 TC DL tap chord steel a naye proper]y at o'Me stn atu al sn..f� y g per SCSI. Unease other.se, 10.0 PSF •�bottom chore shell have properly a ned � DATE 11/05/15 r. sea gl a cel:3.37,i,,Locate ones cabl Peelle`I ateral arae rrc or webs sbal I.,have,brace ng Instal....per Ncsl A/.1��ol�I� I I "a' ` MPI Y Pl ac�to e.cb race„area, BC DL 7.0 PSF DRW CAUSR7175 15309041 P I V the lot nt Neta11 s, 1 ass rated o..I se. Refer dr..ngs,6M-Z for standard p1 ate post c'i onsb`v a M`n R "I pi ne, a di as el on or 1 TS Ind 1 dl ng Components Group Incm s11al 1 not B.reeponsi bl a for any a.vl at1 on from the s BC LL 0.0 PSF drawl ng, any rat I arm to but 1 d thesss Cruse a n conrormance w eh"NSI/TPI ,. or for handl a ng, *hi Ppi ng, CA—ENG CWC/CWC AN ITW COMPANY 1 natal I ata on 6 bract ng or trusses. •.:• _.'. • AA.. n tit;as Inge:sever p.0';'listino t,,i..wt".INi1 RIAS tS «.perm.w pref«.1en& «gnwing 9 rfC 99 r TOT. LD. 57.0 PSF SEQN—.. ....tl 1.err ag.>.�.b.Olaf.I. /sG 7,t9 Q� 350880 8351 Rovana Circle r'•.PaI1.1 a I 1 h of the NUI 1 a rq Ow pm,par ANSI/TN t 4.a 2. Sacramento,CA 95828 For more I nformat1 on see this ob.s l/Afrwa GNP DUR. FAC. 1.00 FROM BB ALPINE: maw.ea PI nal tw.can; TPI: „C general notes page and these web sl Cas: s meg' �"" ""s°" °""'ry'`°"' "` ""°"`•"•org SPACING 24.0" JREF— 1VLC7175Z14 FYP 12-31-15 (1115026--PARR FOREST GROVE -Pl an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Webs 4x2 DF-L Std/Stud Ioad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total Ioad. Creep i ncrease Truss must be installed as shown with top chord up. factor for dead load is 1.50. I-. 2-9-0 d_ 14" 'I 2-9-0 I3011 Typ. 1.5X3111 3X3= 3X3= 1 _ 1.5X3 III 1-6-0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIISIIII 1-6-0 - 9-0-0 V 1.5X3 III 1.5X3 III 3X3.--- 3X3= o"12 O"12 2-7-8 1-3-8 2-7-8 2-8-4 21.1•C1-3-8 2.10C2-8-4 '11- kG-8-0 Over 2 Supports R=380 W=1.5" R=380 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=1Truss Components of Oregon (503)357=-118 **WARNING!••MEAD NO FOLLOW ALL 110713 ON 0% 0% /4 0 15.01.01. 1 ��. Q TY:2 OR/-/1/-/-/R/- _ 825 N 4th Ave,Cornelius OR 97l 13 •'IlraWUNr• MINIM TINS wn No m ALL coNNrlDlc,alu INCLUDING THE INSTALLERS. /" 14659 � • TC LL Scale 5"/Ft Trusses redid re extrema care I n Tebrl call ng, handl I,g, shl ppi ng I natal I I ng and brae)ng. Refer to and fol l ave 40.0 PSF REF R7175- 63622 4111114 the 1 acest edl ti an of SCSI (BW I di ng Component l preyfety 1 nfornpo an, by ci and a Col for del no.[y noted o ces q'1 or perrorwl ng these functi ans. t1 rut«I era ahal I provi de temporary brad �� 14 B 59 9 — top chord sh«I have proper)y attached structural sh.athi ng a.bottom chord I haveproac�,— re TC DL 10.0 PSF DATE 11/05/15 A//��I 1� rl gid cal 11 lg. Locatl ons show,for permanent I star« rests)nt of webs shat I have brad Ig I natal 1.per BC51 'I ��EN �ectl ons ntB3, B 1 s 8110. as q y'I cab!e. gppl y pi aces Co each face of truss and post CI on as shown above and on II / ' BC DL 7.0 PSF ILl ' her«se. Rarer o areal nos,,6OA_Z rer ataMard pl ate post ti ons. DRW CAUSR7175 15309042 AI pi ne a dl vi 61 un of 1 TN ed I h g truss conformance I vel ehal not b.r BC LL AN ITW I fetal 1 any rel 1., to bpl I tl CM res 1 n formergs I CM1 ANSI/TPI ,, 'Ponsl a.far ani duel atl an rrom to . .:. _.• 0.0 PSF CA—ENG CWC/CWC COMPANY i sacs)l acl on c brae)ng of cruses. or for handl I ng, m ppi.g, - - A ewl en tin•rrlM w0 M deerV _ r..pww1«11q•««y for the a.. Ip,�yINA 8•81 ng, Indian..aeept . ««.11« .eg(n.ef,rg 9PIP") � QFC,j 19$9 Q�' TOT.LD. 57.0 PSF SEAN- 350875 8351 Rovana Circle rapanal°111 b or Idea ON Id,g Da«Pear par Anel Rpt 1 tae.2. of this droning •^y structure 1•*^• _ Sacramento,CA 95828 For more I nfereetl on see thl a ob.a �qN CN�'Q DUR. FAC. 1.00 FROM BB ALPINE: www.al pi nal tw.con; TP1: n generalWTCA notes page and these cow veep sl Cos: maw..1 veru: wow.abclndustry.tom; "" '"'""°""•re•'rg EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - JGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 4x2 HF #1&Bet. Bot chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bri dgi ng recommendati ons. Deflection meets L/480 Iive and L/360 total Ioad. Creep increase Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50. Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. Al I connections to be designed by the building designer. Fasten rated sheathi ng to one face of thi s frame. 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 NI 1-6-0 I I L _ + - I 1-6-0 / /)/ ////)/// ///)/ z 2X4 III 0••12 --r- 17-8-8 0 1z IF 17-10-0 Over Continuous Support >1 R=114 PLF W=17-10-0 Note: AI I PI ates Are 1.5X3 Except As Shown. PLT TYP. Wave Desi gn Crit: CUSTOM/TPI -2007(STD) FT/RT=1 O% 0% /4 0 15.01.01. 1,4.K' t�•;, QTY: 1 OR/-/1/-/-/R/- _ Truss Components of Oregon (503)357-+118 ••WARNING•••READ NO FILM ALL NOTES ON TIAs DRAWING! Scale 375"/Ft. 825 N 4th Ave,Cornelius OR 97113 "IMtr'• FURNISH MSS OWNING To ALL CONTRACTORS I NC(WIMB TIIE E�� TC LL Trusses requl re extreme tare i n rebel anti ng, handling, sill epi ng, I nsta111 �4 ,�c��"��F�. 40.0 PSF REF R7175— 63623 to i ssestoat ani c1 on of BCSI (B A I al ng Component Safety I nforlatl on, by TPI anted NTcA)rfor"safRef Refer to end rai I ow i. p•rfor«ng these rinctiens. InatalIars abalI prow„de temporarybrac) edco can Preo 14659 'Q TC DL 10.0 PSF top chord shell have properly attached structural •heathI _ hord per all ena.p•noted ttacDATE 11/05/15 rigid c«h I ng. Locati ons shown for permanent I acerae scr«reit oof webscsh al I have brace pI natal y attached n ,_ ,� I� ,iiirima B3. B,Lo B,o• .a shown t.b1.. ;. ria ng instalper BSI 1_� BC DL 7.0 PSF A I�—I�J the Joint Petal I.• unless norma e. r pi arcs t «h rata aft and pool a an as eel o above a w, DRW CAUSR7175 15309043 oeherwl se. Refer o drawl ngs conA-z for standard pi ate posi el wish n AI pi new a di al si on of ITN Bpi c«ng Components croup Ina. steal I not be reapand bl•ror eny dee,ace on free the• BC L L tlrawi�g, any fav I ere to bpi I tl h.trussI n formanc•with ANSI/TPI ,, ar for handl I ng, shi pal ng, • - •• 0.0 PSF CA-ENG CWC/CWC AN ITW COM Fi4NY i natal I sue on a brace np of truss••. A sada en tlN..ra« ♦ v SE N- rwmw.l.11lb.««'y'Brx toner�".'e:,"°;:`,�n ISI Ih1««....va..h h..„,f..«.I.n.I .ti,merino9 'fa 7,191°' �i;' TOT. LD. 57.0 PSF Q 350893 8351 Rovana Circle r•aow1.1«I I b„the Rol I a no Bel goer per NISI TI T See.b and see„taw•ora«nu for emy structure I.w Q - Sacramento,CA 95828 For more information see win eb•a S'ry�N w,aa DUR. FAC. 1.00 FROM BB ALPI NE: maw•al pi nee tw.coin; TPI: wow. n general notes Page and .coat web suis: ' .epnac.org; NTCA: www.sbciwtustry ten; ICC: .iccsafe.or9 EXP.12-31-15 SPACING 24.0” JREF- 1VLC7175Z14 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - J) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #1&Bet. Bot chord 4x2 HF #1&Bet. + 2x6 continuous back. See detail STRBRIBR1014 for bracing and Webs 4x2 DF-L Std/Stud bridging recommendatidati ons. Max JT VERT DEFL: LL: 0.28" DL: 0.18". See detai I DEFLCAMB1014 for Defl ecti on meets L/480 I i ve and L/360 total I oad. camber recommendati ons. Truss must be installed as shown with top chord up. 7-10-8 + 25" 1 7-10-8 I 30" TYp• _I 2X4111 3X10= 2X4111 3X5= 3X5= 2X4111 3X10= 2X4111 1-6-0 ..- t :ri, 1 9-0-0 3X10= 2X4111 2X4111 3X10= 3X7= 3X7= 0"12 0"12-L, 2-6-12 _I_ 2-6-12 2-7-8 2-2-8 2-7-8 2-6-12 J_ 2-6-12` '1.` �` alp5-2-4 2-7-8 2-2-82-7-8 5-2-4 17-10-0 Over 2 Supports R=1017 W=5.5" R=1016 W=3.5" PLT TYP. Wave Desi gn Cri t: CUSTOM/TPI-2002(STD) FT/RT=10%(0%)/4(0) 15.01.01.0 QTY: OR/-/1/-/-/R/_ Truss Components of Oregon (503)357=-118 **WARNING!••READ 825 N 4th Ave,Cornelius OR 97113 ••I IPoRrprt•• FURNISH THIS o�iw,FOURS rams al nos DRAM MSI SOD = Opt Scale 375"/Ft. Trusses r ALL CONTRACTORS INCLUDING THE INSTALLERS. rec.re extrema care 1 n fabrl cacl ng, „a.I I ng, aryl psi ng I natal I I n9 and Israel,g. Refer t antl fol I ow the 1 a[eat edl el on of etsl (Bui I a ng Component Safety I nrormetl on. a TPI �� TC LL _ 40.0 PS t°perform.ng these runt.pry. I natal I•`wane.1 y and n`A'for mess noted <•a pr,a R711/05/15 REF 1 top chord shat I have prowl th temporary brae.ho per al I . e epr ea ttach a>. 14659�'Y • 63624 prep.rl y attached a ural ah.a'�.„ger p,bottom chord sMl I have TC DL 10 0 PSF ri gltl celling. Locetl one shown far permanent,atara ,,�° a properly attert„ed �' DATE sigririp .4 ��N I sect)pry 83, 87 or 810, as app.1 cab1 e. f feta ssml I have brad as I hotel I bo per 8051 r BC DL l� r—; ens is:::nc gao11 a, am.as.wcea ocnerd se. Ra.eco draM each rate or cross and posl u m as snows above and e„ 7.0 PSF DRW CAUSR7175 15309044 I Al pi rya, °d,N si on Of 1 TM esti 1 s, n8.ss,160A-Z for starWard pl ate posl ti ons. drawl rg, any Ial 1 ora Co bol l tl tM"Cr spa i nconformance' p wi th ANSI/TPI bi,rorTor'„antl1,�gen�„tlwi eCl on frim t„,s • BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW COMPANY I natal l t y d brae.ng.. trusses. ppi ng, •. '.a A asolalaI b drawl ng moor sago IIwIst,"°»`_;t.1 i Inal Gatos.a•.oi.w•r of granal *nal n.«.,ng -F �y `r TOT. LD. 57.0 PSF SE 8351 Rowena Circle ...P.M all ty of nr cul I A Dail b-d I..•�w•aril ng for�„.waver.l a ova 9�$, C,)1 19 �' SEQN- 3 50807 ^. ions Par hi s,ob. 1 serralT/ GO` DUR. FAC. 1.00 Sacramento,CA 95828 °r more,nfo,.met,on see q4 yea Cry FROM BB ALPINE: .al pi rye,Lw.can; TPI: ,, „Cal s J ab's general notes page and these web sl •I�t p nat.mrg; WTCA: woo. „�°a`ry'`°”` ," etaafe.erg SPACING 24.0" JREF- 1VLC7175Z14 EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - I) Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for bracing and Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud Max JT VERT DEFL: LL: 0.27" DL: 0.24". See detail DEFLCAMB1014 for Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive camber recommendati ons. I oad applied per IRC-12 secti on 301.5. Deflection meets L/480 Iive and L/360 total I oad. Creep i ncrease Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50. 21.875" J 7-10-8 ...1__ �— 7-10-8 l f 30" TYp• .i 2X4 III 3X10= 2X4111 3X5 3X5= 2X4111 3X10= 2X4111 1-6-0 / -.4441%'%%%'%P.- I' / N%% %%% 1-6-0 \\ \\ // 4_9-0-0 3X10= 2X4111 2X410 3X10= 3X7= T 3X7= 2-6-12 2-6-12 I 2-7-8 1-11-6 ' 2-7-8 �I� 5-2-4 2-7-8 2-6-12 5-2-4 2-6-12 [e 17-6-14 Over 2 Supports >I R=1002 W=5.5" R=1002 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:5 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre on 503 357-:.118 •eWARNI NGI e•READ APO FOLLOW ALL Ilmes as THIS DRAWING? TC LL 40.0 PSF pO B ••nIPORTANr• FURNISH THIS DRAINING To ALL CONTRACTORS INMANNB THE INSTALLERS. '> REF R7175— 63625 825 N 4t11 Ave,Cornelius O 97 13 Trusses ream re extreme care 1 n facrl cat!Ing. handl I ng, Ohl pp.ng, Instal 11 ng and eras ng. Refer to and roe 1 cm 42:�" , the I ateat ed1 t1 on of BCSI (Due I di ng Component safety I nfornate on, by TPI and RICA)for safety prem?!ees pre or Q t 4659 ..... TC DL 10.0 PSF DATE 11/05/15 to perforce ng these functl ons. I natal I era shall prove detemporarybrace ng per SCSI. Uhl mss noted otherwi se. Allk cop chord shat! have properly attached structural sheet.ng and bottom chord ahalI have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 15309045 .gl d cel!e ng. Locate ons shown for permanent I ateral re tral nt of webs Sha!1 have brat.ng I natal I ed per Bcsl A ILi []N tette ars 83, B7 or 810, as app!I cab.e. Apply pl ares to each face of truss and post ti on as shown above and on jf�/ O r he�m„ Oet.i l a, unI oda �t.e otMrw se. Refer top drool ge,BnA-Z fpr ata ware plate poai to pro. BC LL 0.0 PSF CA-ENG CWC/CWC I sh ,me, a es v!s!on of ITN& I de ng Campe. s Grou1:awl. shah I rot.:response bl a fpr army eevl ate on from the s •_ _•._ draw,., any fel I ure to hue I d the truss I n conformance wl th ANSI/TIM 1, or for handl I ng, shipping, 9 �+ TOT. LD. 57.0 PSF SEQN- 350839 AN ITW COMPANY i natal!atl on a bre.ng of trusses. i A...I .n this drawl ng or arrow pogo 11.85 ng tlhi o drool no. I MI satin.empt.ha..f profess!mei wl n..rl roF0, •10r..pew.I a I I b,a el y Ter the cool gn•Avco.. T,.eel erl I I bend um of the,drool ng far.•r structure I.a. 4) 'f0.fgN C�Alt DUR. FAC. 1.00 FROM BB 8351 Rovana Circle •'p°'.1 el I I b of w Sm I a ng Nei gees per ANSI/PI ,See.2. • Sacramento,CA 95828 For more Information see the s J s general nos page and theae web ai tea, SPAC I NG 24.0" J RE F- 1VLC717 5Z 14 ALPINE: waw.al pe nee tw.com: TPI: ewe.tpe net.org: WTCA: www,ebce ndustry.con: ICC: www.!ccsafe.org FYP 12.x1-15 (1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - XGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations. Webs 4x2 DF-L Std/Stud Gable end supports 8" max rake overhang. Do not notch. Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye Defl ecti on meets L/480 I i ve and L/360 total I oad. Creep i ncrease I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. Truss must be i nstal I ed as shown wi th top chord up. 3X3= 3X3= 1-6-0 - 1 _ 1-I6-0 +9-0-0 Y 3X3= ////// / 3X3= 0"12 0"12 2-7-8 2 8 4 ��1-1-8 1-1-82-7-8 2-7-8 'i"` 5-8-0 5-8-0 „ 2 12-2-0 Over 2 Supports �J R=353 W=1.5" R=174 PLF W=5-11-8 �1 Note: Al I PI ates Are 1.5X3 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/_/R/- Tmss Components of Oregon (503)357-2118 ••WARM NCI••READ AND FOLLOW ALL Nous DR TNI s DRAM NG/ 7 �F 825 N 4th Ave,Cornelius O 97113 ••INtORTANr•• PAMIaR TXIs DRAIN NO TO ALL �� Scale = 5"/Ft. Trusses req"I re extreme care I n fabrl cars ng, hantll i `pi ng, IInas l I I ng and THE l ng. Refer. '` TC LL 40.0 PSF the I mast adl CI on of BCS. (Bum 1 tll nes, WA ppm ng, I nates I 1 mg end bract ng. Refer[o entl fol 1 ow REF R7175— 63626 Component Safety Iefarmatl on, by TPI and.TCA)for safety Practic..prix �� to perform.ng these Tuner.ons. I natal I ars aha.I provi de temporary bract ng per SCSI. Unl ass noted other,.se, /. 14859��• TC DL 1 0.0 PSF top choral I ng I have eG ropens s'Imaw„`for tached structural sheath.ng and bottom chord she.I have a properl y attach. DATE 11/05/15 �I ct1 acs Ba, . or 510, a Permanent I estersl rostral rot of webs shat I have bract ng I natal I ed per BCS. r BC DL A 1 110) ,1A\\I 1 the Jol nt Detei.s, esssnocetll i otMrw see. . Referies toco tlraw neachsface 160A-'truss a.p°ai a on as sham.have a don 1 7.0 PSF DRW CAUSR7175 7 5309046 mIJ I �I I AI pl , a e v.si on of 1 Ta Bu.l o,ng Cwt se.orKs 6r S Z fx stentlertl pl at•pose tl rns. app Inc. shall bt apamibl.far any dea.at.an Tram this BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW tlrawi ng, any rel.are to WI l d the truss I n conformance w.eh ANSI/TP. 1, or for handl l ng, she pp.ng, CAMR4NY .race.l atm on a bred nt or trmsea. Am' "'a IlICy sof el for the deal Ilala sof mes a•dco"I.Ing. I"nO'G"f eh!a.'of wl P , I00.1 «w11wMro rA 'ec 7t'g69 euv TOT. LD. 57.0 PSF SEQN— 350882 8351 ROvana Circle reopenre bl I I ey of LII.Bad I di nB Deal on.r perµs1/TPI 1 See 2.and "�'f eh!a drawl no for any.fes.I s the • Sacramento,CA 95828 For more Information see en.s3 ob's general notes � op/ gMW.KCVO DUR. FAC. 1.00 FROM BB ALPINE: waw.el pi MI tw.cora; TPI: www,cpm nate page and rhes•MO sl tas: Bf xp; � www ab`nd�`ry'`°m` "` *ow."`a"''•erg SPACING 24.0" JREF- 1VLC7175Z14 N FYP 12_31_15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - F) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 HF #2 I oad applied per IRC-12 secti on 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total Ioad. Creep increase Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50. F. 2-9-0 is 11" _I 2-9-0 F30" Typ. 1.5X3111 3X3= 3X3= 1.5X3 III 1 - - 1 1-6-0 1-6-0 - - N +-0-0 Y 1.5X3 III 3X3= 3X3= 1.5X3 111 2-7-8 2-8-4 ,1,1-0-8 —1-1-0-8,I1c -8 41-0-8'Ic 2-8-4 k6-5-0 Over 2 Supports R=366 W=2.5" R=366 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 eeWARNI MGI ee NEAD no FOLLOW ALL NOTES ON THIS CRANING! t��t 1 OFF TC LL 40.0 PSF REF 87175- 63627 825 N 4th Ave,Cornelius OR 97113 eel 's FURNISH THIS DRAM NG TO ALL CONDUCTORS INCLUDING THE INSTALLERS. Trusses recut re extreme BCS care I n ngbCl call Ig. Sand)i r I shi ppl ng, by Tel 11 ng and) fol ng.safety to and fel I or ey�`— L6 • TC DL 1 0.0 PSF DATE 11/05/15 he 1 nest ec ti on of BCSI care 1 n f a rl caring Safety I'Wormed on, by TPI and and for safety pratci. eel or ^^`VV ' to parforml ng these fundi ons. I natal l ars shall prowl de temporary bract ng per BCSI. Unl ass notetl otherwl se, 14659 "x top chord wall have properly attacMa structural sheet.ng and hotton chard shall have a properly attechetl • BC DL 7.0 PSF DRW CAUSR7175 15309047 rl gl d cel I 1 ng. Lou,on shown for permanent I sterol rostral net of webs shat I have bract ng 1'stat 1 ed per BCSI A L�� . sect)ons B3. B7 or B10, as appl I cabl e. Apply pl ares each face of true and post cl on as shown above and on L girMit [be Jol net Geral I s, unl ears rntetl otM1erwl se. Refer to drawl nags 1,60A-Z for standard p1 ate post tl ons. BC LL 0.0 PSF CA-ENG CWC/CWC AI pi nae, a dl vi sl on oP 1 TW Bal 1 do, ng Canponants Grwp Int. :Ls, 1 noG be reaponl bl a Tor any tlevl atl on tram CM1I s drawl ng, any fat I are to but I o the truss I n conferments wl tM1 ANSI/TPI 1, or for handl 1 ng, sh1 ppl,g, s. AN ITW COMPANY 1 natal I e,on A brad ng of Creases. ,F q r TOT.LD. 57.0 PSF SEQN- 350844 A...1 an thl•drawl ng or cover pogo I I.tl ng tld•drool ng. I ndi antes soseptance a.professional .NpI no.r;ng 9>e, A 7,Os QQ DU R. FAC. 1.00 FROM BB T reopens'Ol1 I ty sol el y for the•..I on Sloan. The sal tabl I I ty and we of thl•drawl no ref.ray structure I•w V 8351 ROvana Cycle r..pvul a I I ty of the gut I dl no Dad finer per ANSI/TPI 1 sae.g. �A u w.Mk . Sacramento,CA 95828 For more 1'Worm.,on see this 3 ab.s general notes page and these web sl res: •W �I ALPI NE: www.al pi nes tw.corn: TPI: www.tpi nest.erg: Rb rCA: www.scl...try,con: ICC: www.I cesafe.org SPACI NG 24.0" J RE F- 1 V L 717 5Z 14 EXP.12 31 15 (1115026--PARR FOREST GROVE —PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR — M) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 HF #2 Bot chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Webs 4x2 DF-L Std/Stud load applied per IRC-12 section 301,5. Deflection meets L/480 Iive and L/360 total Ioad. Creep i Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50. I' 30" Typ. 1.5X3 III 3X3= 1.5X3 III 1 ijorpow_wimmmimimmimmimpfsmiml. 1-6-0 IVMB imo "I 6 9-0-0 3X3-.--- 3X3 FE X3=3X3= 0"12 ,p. 2-6-12 ,I_1-3-12 .IL2 --4-0-0 Over 2 Supports --->1 R=228 W=5.5" R=228 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=10%(0%)/4(0) 15.01.01. , ..1',-n,„ 'TY:8 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-L118 '*WARN!NGI•'READ NO mum ALL MOTES ON THIS DOM NCI 825 N 4th Ave,Cornelius O 97113 ••I1PDRfANT'• OMNI SH ml s ammo TD ALL $Ca I e =. 5"/Ft. mrmacrows 1neuron THE INSTALLERS. `�'E� TC LL 40.0 PSF Trusses requ1 re extreme care I n rebel esti ng. handl 1 ng, sell pal ng, i natal I i ng and bract ng Neter to and rel I ewe REF R7175— 63628 Che 1 m=ast etll el on or BCsI (But I dl ng Component safety I nrormeti on, M TPI and NTLA) for sCe.,,prarei ees prl or 41.6 top"choord"shat these have proper!y attached s�ructural ache!hi temporary and t on"`chord per l'have"a'pproperl y""attached 14659 F9 ra TC DL 10.0 PSF DATE 11/05/15 ri gttl cel I I, Lxat1 ons shown for e. Anal y 1 sterol o each)nt or fabs ss I have bract Ig I notal I ed per SCSI .4 r ri I cel s3. . or 9no, as appl hown earl e.permanent y FI aces to each race cru and Ll on as I hownnota I ed p and on ll BC DL 7.0 PSF L the nt De=al I s' "I ase noted ether`.se. Refer drawl ngs 160A-z for standard I ace DRW CAUSR7175 15309048 o) N I l-I Al pi ne, a di vi sl on or ITN B.ul I di n C 0 poll d ens. draw, I sspI ne oa Group 1 nw. selal I not ,pool hl a l n any i ppi ati do from tell a BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW COM 1 I Al pi g1 eel oe;obi neo but I d the truss i n Pormanee I tel ANsI nTPI 'I, or roe handling, shi epi ng, e'>".•' g or Lrdssea. en C A a..I W i�h drawl e w deal 'III'a.E'ng n`h'a'.we""'anl;l Irene r.. eagIn.,,q .41/ 4FC, 1999 Q " TOT. LD. 57.0 PSF Q 350895 acceptance drawl o for•nerd 7. Q SE N- 8351 Rovana Circle r••p•^•I w I 1 er x w Dui 1 m Deal >:Y"'°""x enl s x..l.q for.,p..r „r•I m the peer per �. 'general ral `'�'' we cosUR. FAC, 1.00 Sacramento,CA 95828 For more 1 nformacl on see NI s J oD's general ,� FROM BB ALAI NE: www.al pi nal ti.cow: Tel: www t ••Page and these ICC:si dnst.org: NrU: fww.sbrl,qustry.cpn: .Iccsafe.rrg SPACI NG 24.0" JREF- 1VLC7175Z14 s EXP.12-31-15 _ TEUHi1i 1 L BR j D 11 1!.N_I r-'H [11111i`'Lr1d1r1 TL]'NJr 11.....HII sr k „I - �Ie;I � - Y`I -�r1 ilri ceoT ❑ i3PAi-H PPIL ,i '013E'HER r grr,_IeCJ �_ ►SII "�r u � ��, - _��_ k k',, STI ,,- Ohl r i_.; II � 1 "1011 �,A -F I � ii I► -FrI H1_, ,,, (TTAi H /P ',✓IiH IIL PC]RlGUPJ -� �7 1�� F jii i 1 rt I r "AR - �, �L _ ',FAILS IN �- �,ialt� ,n:'9 IeII II �.,�+ _ I1iIiC, �{i r,l ti i,� ,��_ z Rows AT 0 �1 rll) F. 'N lEi1 Er SP',IC'I n� A.S. C _ 1 TIS 11 IY` '-1 -, - L STFNII ID, C HLI..N. - 1-RI Slbl- nTi1bERT _ tfr1E — +I � ri�nr + , T NF,; il,; F INV DI i LArtr onG�Il,_l bi 1,�i1 r n II,slPl .rl T E DET I� �'- �r� I n� ,w1� 1 �� U� �I� L'I " �_ aIle h X11 �� i IH TTH=H � �uI�PHI TO - _ _ ► IIS t�I I1 "Itir1_vuin� Hr-*A' 4,, I �it.tCN� z =ia )t 1 Ire -3 lad 'AL ❑F' ,_� _ �'II y BI i � �-} Iii NG> i N„ 1 �.I is + { _ 'Y 5 f'”, fi moi- + t Y I h �'l y 1_,. I � 1-� '� 1,AFI,A,1 i�=, T j!I I r I- i 1 L, I i r l 'a � T � J - a CH- - i 'i f a� f _ 1L Ill"NI i_I� +,,., --114 -Ilrt iii �i� v � P1 Is {_ � 1 , � 1 -I I N t nl a T --_,,I,-_ ;�'� �� l I 1 4 ' _ 1, __ LJ:.11_,f',',1 r L, i nd of Pnt.r f pont _II E L, 11CI t l 4. T Er H T w c ui IJLL rt_ - t, Yi F -.r rt-r uF i2 �, I 1- Hi 1‘ rI 1,a _ - 5.I" - r G� r�r '�I� Ir3 s I T 2r F It 11 ��I v _' � I t 1 dn o �� N '- •I E T 1 Ai H -I. 1 a1 r �I TF �I-AI „ l _i - _ —40 -_ot 11 po�t�l� 21" rl� i!� �1 Ir fil i,_�- ILA -TF ❑r 4 ii a ED, I II rt - - > w HPII _ l � 17h ,,,__I , tib" T 'rj I io- I ,►� IT T ,�a �tY ,I 1 _ Ela+1�r l - 'ATTACH STRON,NAC,- '11-F11111, CHNFL WITH �� _ P -r Lr<r'T 1 I 1 fy,- HT/1 71� �,�i Er'1,Jr;i l F �� Ews xx WARNINF.xx READ AND FOLLOW ALL NOTES ON THIS DRAWING' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING xx IMPORIANTvx THE INSTALLERS. 0 r xl F h 4 �� FF 1 � �. T L F L F _ I F-❑ II ��iI�L' p �� 148b9�'9 E 1 1 IL tl L 5v t Y b-� I I LL � I _.J1 1 - d o A T [et p nc °p.n�p r ra�� C� B'�f �I L H ,j L IE _' --T B-IB�'I121a , AI „° y ��p '„ B,- r"H — . A seal on this drawing or cover , Plisting this drawing, indicates acceptance of professional +fFC,J, 1989 QV - - _og9Y 9tru,P hltf IlyP f bhy d h Eh Id g T➢h , t bp tYANdTI cth d-- w A 13369 Lakefront Drive /qWSNEarth Cty,M063045 A_E' E',:),°:,1;,...:,', m TPIeeN », �FAo �� na E.-7.1;:.-.'z',-7,,,,,,, p . s.: 17-irTh EE ED Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 ,� Page 1 of 1 Document ID:1 VLK7175Z0513101810 CIT, ' wA Truss Fabricator: Truss Components of Oregon BUILDINGDIVISION Job Identification: 1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR Model Code: IRC Truss Criteria: I RC2012/TPI-2007(STD) Engineering Software: AI pine proprietary truss anal ysi s software. Versi ons 15.01 .i 0 P R O FFS�, Truss Design Loads: Roof -. 42 PSF a 1.15 Duration CO5 aG I N Ft �O Floor - N/A 19575 P 41 Wind - 120 MPH (ASCE 7-10-Closed) „Or ' Notes: 11 13/2015 1. Determination as to the suitability of these truss components for the OREGON v structure is the responsi bi I i ty of the bui I di ng designer/engineer of 9'P V+" se,1g9� (G'� record, as defined in ANSI/TPI 1. OL D W,N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R�ewaio�uaonot7 Details: 12030EC1-GBLLETIN-GABRST10-12015EC1- Garold W.Heal Submitted by Gill 10:17:17 11-13-2015 Reviewer: BFR $ S # Ref Description Drawing# Date 1 72805--BGE 15316037 11/12/15 2 72806--B 15316028 11/12/15 3 72807--BG 15317017 11/13/15 4 72808--A2GE 15316042 11/12/15 5 72809--A2 15316041 11/12/15 6 72810--A2G 15317016 11/13/15 7 72811--AGE 15317002 11/13/15 8 72812--A 15317003 11/13/15 9 72813--A1 15317004 11/13/15 10 72814--SDG 15317005 11/13/15 11 72815--SDG1 15317006 11/13/15 12 72816--GGE 15316032 11/12/15 13 72817--G 15316035 11/12/15 14 72818-41 15316040 11/12/15 15 72819--G2 15316039 11/12/15 16 72820--G3 15316038 11/12/15 17 72821--EGE 15316029 11/12/15 18 72822--E 15316045 11/12/15 19 72823--CGE 15316044 11/12/15 20 72824--CG 15317007 11/13/15 21 72825--FGE 15316034 11/12/15 22 72826--HGE 15316046 11/12/15 23 72827--HG 15316036 11/12/15 24 72828--EJG 15317008 11/13/15 25 72829--EJ1 15317009 11/13/15 26 72830--X 15317010 11/13/15 27 72831--X1 15317011 11/13/15 28 72832--IGE 15316031 11/12/15 29 72833--I 15316030 11/12/15 30 72834--K 15316043 11/12/15 31 72835--J 15316033 11/12/15 32 72836--SJ1 15317012 11/13/15 33 72837--SJ2 15317013 11/13/15 34 72838--SJ3 15317014 11/13/15 35 72839--SJ4 15317015 11/13/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - BGE ) Top chord 2x4 HF #1&Bet. 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #1&Bet. :62 2x4 HF #2: Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind DL=4.2 psf. braci ng requi rements. Wi nd I Dads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve engineer of record. 2X3 studs require reinforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. load applied per IRC-12 section 301.5. faclortior meets Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, ad6i l1.5 and L/240 total load. Creep i ncrease o Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. factor for dead I Dad s 1.50. 5X5= Ilk, _,a — , iiiiiiiii iiiiii........4 6-1-4 3X54_18-0-0 0 1 5X5 ( ) = B2 3X5(A1)==- 1-6-0 X5(A1)1-6-0 E 1-6-0 L 17-4-0 .,„j_ 17-4-0 J 34-8-0 Over Conti nuous Support R=92 PLF U=4 PLF W=34-8-0 RL=2/-2 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.Ol, ► y O PRpF�s Truss Components of Oregon 1503)357=-118 ••WARNINGI•• .t0i.)•� :TY: 1 OR/-/1/-/-/ 825 N 4th Ave,Cornelius OR 97113 '�"°"1D FOLLOW;ALL DN TMIS man la R/- Scale -. 1875 /Ft. ••IMratrANr• FURNISH 1111E AIM NB to ALL ceNraAcreas INCLUDING THE INSTALLERS. r1 . • Trusses repel re extreme care I n rabrl tots ng, handl I ng, aha ppi ng I natal I I ng and bra.ng. Serer to ane fol I ow 19575 P 'Q TC LL 25.0 PSF REF R7175- 72805 �M 1•test etl1 ti on of SCSI (BW 1;i^9aICo•Ponen'Safety 1 nrormeti on, by TPI and MA)for safety — perfor*g thea.napudes. net p.001 de temporary bra. y noted a t.a pet er TC DL 10.0 PSF top chord shall hate proper)y attached structural Mathl ng ho per-al l ,a pr ,ty atMnvl se. /1 DATE 11/12/15 r�`tl tai I 1 ng. Locate ons shown for permanent 1 ateral rastai and wbscsMal shave Drool a Properly a[tachetl _ — Ions B3, 117 or B10, as app)lcoal e. Apply plates to each face of truss and ^B inotalled per.on /- / BC DL 1 11w\\I [M/or nt Decal I s, unl ess noted otherwl se. Refer Co drama ngs 160A-z for standard p,eta as sosl Ci oils. ebow'ntl 7.0 PSF DRW CAUSR7175 15316037 .4 �1LJ0 I �I I Al PI a ell vi sl on of 1 TV dl ng h Components Gra.*1 nc aMl l not M reaPonsi bl a,or end tlavl ata on from Chis 11/13/2015 AN IT\N C.OMR4NY I1nae lea any fel ;reel meg o"�usses true*i^conformance wl th ANSI/TPI ,, or for handl l ng, ahi ppl ng, OREGON BC LL 0.0 PSF CA-ENG CWC/CWC A ern an tlN•drawl n0 a>r ewer plq•11 W no. I anal••t•• r.tae.,«Ilq.•'« Ida,..,,, shoos. »'.W�111 acceptance for Orly O enol ms the ing B '9R •0.20,19x° TOT.LD. 42.0 PSF SEQN- 350924 8351 ROvana Circle re penal Cl I I h of the&A I•no De«pew per ANSI^►I 1 See,2.and w of w•treat no for•,�,etavep,r• Sacramento,CA 95828 For more I nforeaci on nee �� W•WC' DUR. FAC. 1. 15 FROM BB KPI NE: 1 th1 s J t.s general etas p and these web siTaw. a PI ri cw.Doe: rPl: www.cw nae.erg; arcA: .sb.nen,acry.tae; ICC: .looser*.erg Renewal Date 6/30/2017 _ SPACING 24.0'' JREF- 1VLK7175Z05 ( 1115073—PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERI FY, OR - B ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. 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 live Ioad applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total I Dad. Creep increase factor for dead Ioad is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= 1. 5X43X5 3X5 iiill a ,_ aiiii&1141414% 4 6-1-4 a. 3X10(61)---7-- 3X5= 3X7= 4X5= 3X5'=--- - -18-0-0 1 1 6-0, 3X10(61) _ 1-6-0 6-3 9-0-143 _L 5-6-11 'L8-3-2-6-1 '•I, 5-6-8-3-2 J_ 5-_6_1 _I_9-0-643-13 L 17-4-0 ,I_ 17-4-0 -1 34-8-0 Over 2 Supports �I R=1588 U=64 W=5.5" 'I RL=71/-71 R=1588 U=64 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01. ► O PRpFFS QTY:2 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-A18 ••WARM NGI••READ AIR FOLLDN ALL /R % 0%DRAWING! 40 825 N 4th Ave,Cornelius OR 97 13 ••IRA:MANr•• FURBISH S WARNS TO �.5 aG((yF� Au CONTRACTORS INCLUDING THE INSTALLERS. Scal e 1875"/Ft. theTrusses raqui re extreme car.I n f.bri cati ng. handl I ng, shi ppi ng, installing and braci ng. Refer to and fol I ow 19575 P 'Q Z TC LL 25.0 PSF REF R7175— 72806 1 acast edl ti an or BCSI (Bui 1 dl ng Component Safety 1 nrormecl on. byTPI perrormi ng those fia,cti one. I natal I ars Shat I prevl de temporary aoi and aBCSIA)for safety tedctl her wr1 or I TC DL 10.0 PSF — top chord shall have properly attached structural sheethl hods 9051. U„Iesa noted t en p,-iC. DATE 11/12/15 r191 tl cel l I ng. L<caci oho slerw,for Permanent I sterol res'tgral n[bottom scNnatll sha'va brad I have a Properly actachetl AP /� e<t1 was 93. El]or El,O, as howl 1 cabl a. Apply pi aero to each race or truss antl n9 i Meal I ed per 9csi �- BC DL A I I �ll 1\ I I the o nt Decal I s, unl ass noted otherhi se. Refer to drawl ngs 160A-1 for standard M ata as t'II shown on 7.0 PSF DRW CAUSR7175 15316028 i \VI Al pi M, a dl vi si on of 11N'Elul I di ng Components Group 1 nd. shah I not M',tenons!ei•for any d•vi atl on from Chis 11 13/201 5 BC LL drama ng, any fel I urs to bui 1 d the cruse I n conformance M th ANSI/TPI 1. or for handl i ng, am Pvi ng, OREGON 0.0 PSF CA—ENG CWC/CWC AN RTW COMPANY i drawl I htl on d brad ng of i I d the • Arw rlw1Ity.aely'Sfar the Reel°`0')1.ie .. The thl BeleAral PI II Imerautos et wl gfwwly s uct rnowe I w R'Ito. 9� TOT. LD. 42.0 PSF Q 350926 9 ^•:0.19SE N- 8351 ROvana Circle 'aspen./N I 1 ty of the Ileal 1./••g DAN Por per ANSI/IPI 1 gee. ,antl nr et Chi s drawl ng far any structure I.•the O` Sacramento,CA 95828 For more I nformetl on see Ni a ob.a W....0.:.3......} N DUB. FAC. 1. 15 FROM BB ALPINE: www.a1 pl net n,own; TPI: www 3 general m page are these slap of tax; .epi nsc.org: WICA: •we sbci ndustry.comm ICC: www.I=safe.org Renewal pate 9/90/2017 • SPACI NG 24.0" JREF- 1VLK7175Z05 (1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - BG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L E 2400f-2.O Bot chord 2x6 DF-L 2400f-2.OE GE :B2 2x6 HF SS: 4 COMPLETE TRUSSES REQUI RED I z Webs 2x4 :DF-L Standard or DF-L Stud: :W7 2x4 DF-L #2: ' z z Nail Schedul e:O.120"x3", mi n. nai I s Special loads Top Chord: 1 Row #12.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) TC- From 71 pl f at 0.00 to 71 pl f at 17.33 Webs 1 Row a 4" o.c. TC- From 71 pl f at 17.33 to 71 pl f at 34.67 Repeat nai I i ng as each I ayer i s applied. Use equal spaci ng BC- From 7 elf at 0.00 to 7 elf at 34.67 between rows and stager nails in each row to avoi d spl i tti ng. BC- 1134.44 I b Conc. Load at 0.73, 2.73, 4.73, 6.73 I n addi ti on, apply (1) 0.22"-0.25" mi n/max di a. X 6.0" 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73,24.73 I ength wood screw at each j of nt I ocati on. 4" o.c. spaci ng of nai I s perpendi cul ar and para)I el to BC- 3618.37 I b Conc. Load at 25.17 BC- 1398.53 I b Conc. Load at 26.73,28.73,30.73,32.73 grain required i n area over Cal cul ated verti cal deft ecti on i s 0.51" due to I i vel I oad and 0.69" due 120 mph wi nd, 21.22 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located to dead I oad at X = 21-5-13. anywhere i n roof, RI SK CAT t I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Cal cul ated hori zontal defl ecti on i s 0.13" due to I i ye I oad and 0.17" due to dead load. JT PLATE LATERAL CHORD [N0 5] W3X5 SI ZE SSIFT BI TE Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor 3.50 for dead load i s 2.00. [ 7] W5X5 3.25 R 3.50 [ 8] W4X5 3.50 L 1.25 Wind loads and reactions based on MWFRS. [12] W4X5 3.25 R 1.50 [13] W4X5 3.50 L 1.25 NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED [17] W5X7 S 1.75 [18] W4X5 3.50 R 1.25 IF IMPROPERLY INSTALLED OR DAMAGED. [19] W4X5 3.25 L 1.50 [23] W4X5 3.50 R 1.25 5X7(R) III [24] W5X5 3.25 L 3.50 4X5[13] (26] W3X5 S 2.75 4X5[8]% 4 r d4X5[18] 4 4X5[23] 3X5*--- -Nlik. 3X5 6-1-4 _.....iiiiiiiiiiiiiiiiiii......-41 Aidliiip,,, ,. ,0000000000.-,iiiii. 18-0-0 1 4X16(B7R)= 3X5[5] III 5X5(R)[7] III 4X5[12]BE 4X5[19]= 5X5(R)[24] III 5X7[17]= H0612= 4X16(B7R) HO612= 3X5[26] III Fc---5-3-13- 4-4-1- _3-8-1,1�T�4-0-1-- -4-0-1- --3-8-1 --4-4-1 + 5-3-13-5-3-13--)iL, 17-4-0 ' _I_ 17-4-0 34-8-0 Over 2 Supports R=12467 U=736 W=5.5" PLT TYP. 20 Gauge HS,Wave Desi gn Cri t: I RC2012/TPI -2007(STD) R=14200 U=781 W=5.5" TmssComponentsof FT/RT=2%(0%)/4(0) 15.02. i�e:s PR_eFFS+ OR/-/1/-/-/R/- _ 825 N 4 Oregon 4503)357- 118 ••MARNI NGI••sFAO no FOLLOW NOTES 151 TINS OWNING! i Sca - th Ave,Cornelius OR 97113 ••11PORTANT•• MINIM THIS ORANINR To AU.CONTRACTORS INCLUDING THE INSTALLERS. V.00 �n� % TC LL REF I e 1875"/FtTrusses reaul re a ca i ni febri catlp, handl Ing, eM ppi ng, 1 nstal 11 ng and bract ng,Refer to and fol 1 owthe latest edition of RCSl 25 0 PSF R7175- 72807to PI atestl 'gCha safety I e teee,tl on, byTily practi ces pri or19575 P - these runcci ons. Instal 1 ars shad l provi de c and acsi for Pse top chore shall nave properly ectech.d structural ngand Oreclchord s BCSI. Uniaass noted otherwl se,l rigid l I Ing. Loceti ons show)for permanent I sterol arestrrai nt or bottom cwebs shall l hhaave have treeingg 1 natal I,ed per"BBCCSI I /- %' TC DL 10 0 PSF DATE 11/13/15 A L1..1 O N I E seet)one B3, Ral or Bn,o, as )I cable. Apply pl rhos to each face of truss as on BC DL 7.0 PSF Ll the Joint petal l s' 1 assnoted "eral eel. Refer drawl ngs,BOA-z for standard pettl"aphswn above and CA-ENGDRW CAUSR7175 15317017 Al pi ae, a di Cl Si on of I Tw Bul I di ng Components group I et. shell I not be 1 /13/2015 BC LL AN ITW I nate l any l aci gtbuild the truss I n conformance with ANSI/TPI 1,rotarot'n rd�i for any ;,',g°^from=nl a OREGON 0.0 PSF BFR/GWH COMPANY Install, on&fel nr ng of trusses. Arae lalwie..wN�ra�r the�..g^sewer papa'li eel rep a wi...i. 1ntl1ants.•amp`•e...r oPw...l.,,el .,Isl,,..rllis "s qp TOT. LD. 42.0 PSF SEQN- 6657 REV h ewe.r tl 1.drawl '9R n•zo,10 8351 Rovana Circle 'Impa el a I I ty.a el ens y fd 1 a nq eat anar par ANSI/TPI T Set.2. 'g for any structure I a the O� w.�� Sacramento,CA 95828 Far more Information see chi a obi e s DUR.FAC. 1. 15 FROM BB ALPINE: rm.al pl net tw.cam; TPI: wwr n c general notes page and these web sues: .Cpl s.ore: ATCA: www.sbci nduscry.cam; ICC: .I ccsaf..ore Renewal Date 6/30/2017 SPACI NG 24.0" JREF- 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Riverside Pin 2885 8 Roof -- VERIFY VERIFY, OR - A2GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 DL=4.2 psf. Psf, wi nd BC Truss lussidesigned to one face, t and6-0 0toppch on outout! ooters and 5.00cPSF hord Wind loads and reactions ons based on MWFRS with addi ti onal C&C member must not ng I beoad cut or ace, an. desi gn. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci rig detail s or per See DWGSnequiAl2re encs. 14, GBLLETI N1014, & GABRST101014 for gable wi nd engi neer of record. 2X3 studs requi re rei nforcement at 70% of thbracing requirements. I ength tabul ated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease 1 oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= aviiiiiiitiNikiniNitiziiiiiitliiiiiiiiiiiiiibs 4 r • _, 4 T 5-10-15 _.....iiiiii III" II 0-6-1 Alt ': II S Il 3 +18-0-0 1 3X5(A1)= 5X5m B2 3X5(B1) L- 16-9-0 ,I_ 16-2-10 1 32-11-10 Over 2 Supports J >I R=0 PLF PLF UPLIFT W=32-11-10 Note: Al I PI ates Are 1.5X4 Except As Shown. PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01. ► ; ' PR•Ic Truss Components of Oregon (503)357- 118 "MARNINGI••READ roues ALL MUTES ON MIS n•%) FSbo &TY: 1 OR/—/1/—/—/R/— Scal e 825 N 4th Ave,Cornelius OR 97113 "IMrortnwr•• FURNISH TINS awlNe m Au iO -• 1875"/Ft. Trusses ragu{re extreme care I n fabri cat)ng, handl) CONTRACTORS ng. n t INCLUDING I n oana brat ng. Refer �� 1G N F�� y TC LL 25.0 PSF REF R7175— 72808 the I.usc em a an of ecsl (gul 1 m ng, •nI ppl�. I natal,i.g and prat)ng. Refer to and fol 1 ow 19575 P to pI ares a ng Component safety Informa=l on, a TPI other. , �g these runt{ons. 1 natal l era shall prow{M[ y and�CS�for safety cop chord shall have properly attached temporary tom ng per NC51. a aapr n place tri w Ices ,:g�'°.,,, .= noted there a, r , TC DL 10.0 PSF DATE 11/12/15 structural sMatM ng nd porton chord shell have 9• or at{oda show,car permanent, y 1 ateral a each{la of mets ssal l have pion)as{hotnnl 1 above and and ( I A _ N I ons I I . ati as appl I cap)e. Apply tees to each rate of truss and er BCSI 1 /� BC DL O the�aI nt fle=et,`. n,e,."°`"'pc,,,rM,� ger•r to tree) °°"Sit,on as shown'"OVe,,,,�„ 7.0 PSF DRW CAUSR7175 15316042 AI pi nem a tli vi sl on of 1 Tw Bui 1 tli a9•'"A-Z for attndartl P,rte Posl ti ane. I /13/2015 drawl ng, any fat 1 tire to W{I tl the truss i n•conformmanc°a w1 th ANSI/TPI p1,rorpfor handl l teenshi ppoi on frau cn,a OREGON BC LL fieri AN Irw COMg4NY i nate„trip„&,rap,ng of trusses. 0.0 PSF CA—ENG CWC/CWC - Asese A.see,ml n i Wh at)i n•ar se ,.pogo 1 Iaotl ne thl•drool i I Iron maw.mop ,. of profess,oral mil marine 'IPA e4.20.1946 4._ TOT. LD. 42.0 PSF 8351 Rovana Circle r.pa,m,be I I h of she ew I a OW b and w a+�+.ares)hg fel any oer.malr.,g w S EQN— 350940 — Sacramento,CA 95828 "• g"'r Pmt ANSI/iM T •2. �C - aa:,°'more i nfarmati on a this,°b•a genera, motes DUR.FAC. 1. 15 FROM BB ALM NE: .al PI del tw.tom; TPI: page and these web siN .epi nate erg; AMA: .abet nduscry.corn; ICC: .I ccsefe.org Renewr Date 6130/2017 SPACING 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Ri versi de Pin 2885 B Roof -- VERI FY VERT FY, OR - A2 ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd I oads and reacti ons based on MWFRS with additional C&C member factors. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deft ecti on meets L/360 I i ve and L/240 total Ioad. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead Ioad is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= 3X5ss +r 3X5, 1.5X4 1.5X4�� T2 4 —, 4 5-10-15 0-6-1 m W a. 1 4X5= B2 T18-0-0 1 3X10(61)---- 3X5= 3X5==- 5X5(61) 1-6-0 3X7= E L 6-1-8-9-6 _I_ 5-3r 12 —17-11 10-12 ± 5-31 5-3-12 _I_ 7-11-105-7-2 J I." --i— 8-3-0 'I L_ 16-9-0 ,I_ 16-2-10 k 32-11-10 Over 2 Supports R=1519 U=69 W=5.5" U RL=61/-60 R=1399 U=57 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) ,.eCo PRO A-4, 15.01. F •a - �FS'S. :4 OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ Aro LL EDLLED Atoms on nos Dam NCI 825 N 401 Ave,Cornelius OR 97113 ••IIPDRfNR•• WWII.TINS DRAWING m ALL CONTRACTORS INCLUDING TIE I ISTAUERs ` � �G i`E�`� 1... TC LL 25.0 PSF Trusses req"' extreme care'^fat.tail,g• ta,Wl I M• stet pal n9. 1 Racal l i ng and Drad ng. Refer to a.r>,,aw 18575 P REF R7175— 72809 - re the latest etlb el on of SCSI (Bol lel rig Component Safety I nformecl on. by TPI antl WTCA)for safety pracC1 cos U.or p•rrormi ng I have conch ons. I natal l ars char l prove de ng a.bo bract ho per al I . UM ass pertnot.y attach„.. %, TC DL 1 0.0 PSF DATE 11/12/15 top chord sial I have properly attached structural a1»eUl ng arq bottom chord antl I have ri 91 tl calling. Locail ons stow,for permanent 1 acarol reslral M of webs steal I have bract`proper!Y attached /- A Lo�O N� s•ttloM 83, al or 810. as appl i othla. Apply places each rat.or!oras antl peal l on as sbpy'ab`tlovo`anG`an' BC DL 7.0 PSF DRW CAUSR7175 15316041— the Jol M Dalai 1 a, unl ass notal oLYgcwi se. Rarer co drawl n9s 1fiDA_Z for standard pl ace peal CI ons. 1 �13�2015 Al pi nem a di vl sl on of I Tin Bui I di ng Components Group Inc. stat I not berespnnsl bl•for any tlevi ati on from!hl s OREGON BC LL tlrag, any fab I ore co bu11 tl the ng, MI pal ng. 0.0 PSF CA—ENG CWC/CWC nbl 1ras 1 n conformance welt ANSI/TPI 1, or Co.-taM AN ITW COMPANY i sc°I I,atl an a bra. or crrasas. A Rural on w e drawing .1 cm.pbalalaIIq se el'fOP tl`°"",W.on".1,,"',,"0 nw„•,w e I I IBRIewes.o swept..of p,.pr,,,lD,,,I ewe,■,,.InR /e1 'n.20 19d° 4 TOT. LD. 42.0 PSF SEAN- 350937 8351 Rovana Circle respond w I b or w art I a D..l h'and w a w.drawl no car any structure I•w �L O `u.see general DUR. FAC. 1. 15 FROM BB - Sacramento,CA 95828 For more i nrormau«,see itl a 3 aD'a garraral races page WWI ALPINE: waw,al pi nab iw,can; TPI: waw.Cal Rehm org: NTCA: www.sbc, uatr these ' slt`a` Renewal Date 8I3ot2pt 7 Y•com; ICC: wa..iccs.f..arg SPACI NG 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - A2G) Top chord 2x4 DF-L #1&Bet. (g) :T2 2x4 HF #2: 4 COMPLETE TRUSSES REQUIRED < , > Bot chord 2x6 DF-L 2400f-2.0E :B2 2x6 HF #2: 2 Webs 2x4 DF-L Std/Stud(g) :W3 2x8 DF-L SS: Nai I Schedule:O.120"x3", mi n. nai I s :W4 2x4 DF-L #2(g): Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows P 4.50" o.c. (Each Row) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Webs : 1 Row @ 4" o.c. Repeat nai I i ng as each I ayer i s appl i ed. Use equal spaci ng between rows and stagger nails i n each row to avoi d spl i tti ng. Speci al I oads I n addi ti on, apply (1) 0.22"-0.25" mi n/max di a. X 6.0" (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) I ength wood screw at each j of nt I ocati on. TC- From 71 pl f at 0.00 to 71 pl f at 16.75 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to TC- From 71 plf at 16.75 to 71 plf at 32.97 grain required in area over bearings greater than 4" BC- From 7 plf at 0.00 to 7 plf at 6.14 BC- From 14 pl f at 6.14 to 14 pl f at 32.97 120 mph wi nd, 21.12 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- 116.90 I b Conc. Load at 2.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 2870.78 Ib Conc. Load at 4.07 DL=4.2 psf. BC- 10195.16 I b Conc. Load at 6.14 Wi nd I oads and reacti ons based on MWFRS. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead load is 2.00. NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED IF IMPROPERLY INSTALLED OR DAMAGED. DO NOT TURN END-FOR-END. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W6X8 4.50 R 4.00 4X5(R) III [ 8] W4X8 S 1.25 3X5 [ 9] W4X8 S 1.25 [10] W4X5 3.00 L 1.25 it [17] W3X10 S 1.25 4X8[8]s 4X5[10]% 4 5(., � T2 3X5 3X5- 4 5-10-15 '�I� tlipiLii 0-6-1 II " - ......„........ 4X1. B7R)_- 1.5X4111 4X8[9]= 5X5= 3X10[17]= B2 3X5= 1.5X4 III 4X5(A1) 6X8[7] k-4-0-1- 2-1-10 -5-4-15 . 5-2-6 + 5-4-5 s 5-6-1 5-4-4--)-I I- 16-9-0 16-2-10 J F 32-11-10 Over 2 Supports R=12327 U=752 W=5.5" R=3618 U=211 Desi gn Crit: I RC2012/TPI -2007(STD) EO PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. 0. 're �`rS/ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "SIINGI"READ ma)FOLLOW ALL NOTES at TNas cam= ? li ( F O REF R7175- 72810 825 N 4th Ave,Cornelius OK 97113 "1IPORTNTe FUO"'Ni TIW o Slot Na To ALL ea""ACTONS I IcwNI No TME I IITALEWS. 9 TC LL 25.0 PSF 1957b P Trusses rpul re extreme car.1 n Tabrl eaei ng, handl i ng, ahl ppl ng, I rata!11 ng aro bract ng. Raper atoc and Pal l ow TC DL 10.0 PSF DATE 11/13/15 the I atest Edi don of SCSI (But 1 i ,g Component Safety I nfaraeti on, by TPI and WTCA)for safety practi oes pr.or ' %, . to Perform!ng these fined ens, I natal I Sr.anal I prowl detemporarybrat/hg per SCSI. Unl ass noted otherwl w. OAP pg chord Ing.I have i ons s,o shownaforhpd manentut I al ral re tg anint oft web cshal shave brae n pI natal y dcperhSd BC DL 7.0 PSF DRW CAUSR7175 1 s317016 ri ctlens'B3, 57 orr 510, .e i Dar hl paw App!Y PI etas!to sato facerwebs of trussa'I have and pori CI on as shown above and onr e 1 /13/2015 A LIPI the Joi nt Decal I s, loll ass noted other*se. Refer to drawl ngs 160A-Z for standard pl ate po>i t,one. I \�I' lollA nen a di Slam of ITW Bul id!ng Components Grgp Ise. shot not be rsponalbl.for any on from thin OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drab l I any tai 1 ore to boll d thenee truss i n conformance with ANSI/TPI 1, or for hand/I ng, >hi epi ng. TOT.LD. 42.0 PSF SEAN- 352483 AN ITW COMPANY ,metal l as on&bract ng of cru>hes. •��jA 20,i9# �.", A 9.1 en NN a drawing er cow"peon 1 I et!p NN a drawl p. I nm awe awptenaa of prnfeaal°nal dn.pearl p r.pwisl M 1 I ty eel el y far the asst on slia-I. Thu nal tall I 1 ty and w of Ng s drawl ng far any structure I s the OC W e •' . 8351 Rovana Circle r"pOn.i°"'h'of w Dui l a p 0.sl Shur per Nag/IPI +saw.2. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informed on see dN s J ob•a genera/ notes page and these web Si tea: Renes Date 6/30/201 7SPACI NG 24.0" J RE F- 1 VLK717 5 ZOS ALPI NE: www.a1 Pi nal two.coat TPI: www.UR nat.erg: WTCA: wee.sbci ndustry.chat ICC: waw.I cohere.org (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - AGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Left end verti cal not exposed to wi nd pressure. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF desi gn. cladding Ioad one face, and 24.0" span on opposite face. Top chord must See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind not be cut or notched. braci ng requi rements. Provide Iateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the length load a lied tabul ated for 2X4 studs of the same grade. PP per IRC-12 section 301.5. Truss designed for unbalanced snow load based on P 25.00 Deflection meets L/360 live and L/240 total Ioad. Creep increase Ce=1.10, CAT I I & Pf=21.17 psf. 9= psf, Ct=1.10, factor for dead I Dad i s 1.50. 4X5= 4 r— Pa —' 4 • 5-10-15 2-5-5 0111. ' U 0 u I. 5 Li. J i +18-0-0 _L 3X5= 2 4(A1). L 10-4-14 11-6-0I .-1... 16-9-0 J I 27-1-14 Over 2 Supports J R=154 PLF U=6 PLF W=11-1-14 >1 RL=5/-9 PLF R=159 PLF U=13 PLF W=16-0-0 Note: All PI ates Are 1. 5X4 Except As Shown. PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) EO PROP FT/RT=2%(0%)/4(0) 15.01. ► * SSS _ Toss Components ofOregon (5031357-'118 "NARNI NDI••READ ma mum,ALL mons on TNIs awn Act C /0 OR/-/1/-/-/R/- SCaI a 25"/Ft. 825 N 4th Ave,Cornelius O 97113 "ItNDNtANr" FEMA SO ns s awl ND To Au coNnvcIDR5 I NCLBDI Ns THE I NaTALLERS V' N FiQ TC LL 25.0 PSF Trusses rapid re extreme care i n Ttlrl cat,ng, handl 1 ng, ahl ppi ng, ,natal,i ng and bract ng. Refer to and fol I ow 19676 P REF R7175- 72811 CC,l atast ed,ti on of BCSI (But 1 dl ng Component Safety I nformati on. by TPI and MICA)for safety pr'acti cos prior _ /� perform)ng these funti ons. I natal I era abal I provl de temporary bracing per SCSI. UM nap noted othoral se. , ;111' TC DL 10.0 PSF DATE 11/13/15 r 91 tll'cetl 1 I bewtl ons shown structural a,vethl ng and bottom chord anal I have a Properly attached �- — sectl ons B3, B]or 810, gym^^s^t I stere) o.0CCl ne of webs shat I haw bract ng instal I etl per BC51 BC D L L ��NIT'I I tA' I as app)l cab)e. App,y p,abs co each f.ce or crpse antl ppm,a° as s a n a a on I /13/2015 7.0 PSF DRW CAUSR7175 15317002 A I� I\VI r' JO'M fib'l s' ass pied of yrw se. R.fer to di real. ngs 160-Z Por a[a Wartl pl e[a post tl ons, °ne °tli vi sl°^oP'n&,I I dl^h Componarrcs Group 1 nc. abet 1 rpt b.respond b1 a fpr any d.vl atl on{rpm iM1l a OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl,g, any fen I ure to b„I d the truss I n conformance wi th ANSI/Till 1, or for handl I ng, shl ppl ng, AN ITW COMPANY l natal l ea on a braci ng of trusses. •.K P.R.11 au w.aP..l IPA o.2D,106 4. TOT. LD. 42.0 PSF SEQN- 352481 A natal co:.MOt;erg V1 • 8351 Rovana Circle f••P•rlal a I I h of end sal I aa1ipim', eAl mlll eI i I h am w er :�..'fi ro xf .lysi"'.'irwa"�'tu l."eb. 0` w. f giver°� � '�`'' _ _ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more,nformati on see chi s J ob•s general notes ALPI NE: maca1 pi nal tw.coon TPI: craw.cp.nat.erg; NTCA: saw.sta.ndustry.cos; ICC:si teal ccsefe,org Renewal Date 8/90/2077 SPACING 24.0" JREF- 1VLK7175Z05 (1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wi nd, 20.87 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x4 DF-L Std/Stud(g) 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. Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep i ncrease factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 4X5 3X5 o- 4 r- 12 3X5s 3X5 1.5X40 4 5-10-15 2-5-5 _ -� 1.5X4[4] III 3X7--- - 18-0-0 3X5= -== 3X5= 4X5('2 3X5= 5-1-2 _I_ 5-3-12 r1-6-01 2-5-4 T 7-11-105 '1.` 5-3-12 -1_ 5-3-12 _ 7-11-10 I' I_lac 8-9-66-1-8 '1 L 10-4-14 _I_ 16-9-0 1 .I 27-1-14 Over 2 Supports R=1149 U=62 'I RL=36/-64 R=1275 U=72 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) p PRp Truss Components of Oregon ((503))357-2118 ••WARR!NDI••READ FT/RT=2%(0%)/4(0) 15.01. ► � F�Sip OR/_/1/-/-/R/- 825 N 4th Ave,Cornelius (503)13 ••IIPORM■r•• 1MININGI x THIS ALL NOTES(NI 7105 DRAWING! G+‘ i=� Scale =.2$"/Ft. — '`"'�'`�""'sato...care r1br1 CBG1 ng. ^anO1 i _ONTRACTORS I■cLuel■B THE INSTALLERS. 19575 l '09 TC LL 25.0 PSF REF R7175- 72812 CM I crest adl cl on or RCM 07.11., •hi PPI ng. I na<al 1 Ing are brad ng. Refer Co and fol 1 ow to parrormi ng these Tenon ons. I natal I as anal 1 Safety de temporary bracing per SCCSI.for safety ss nocreed ces ted otherwl ps'or, , _ 141164 top chord shall have properly attached structural sheath!ng and bottom chord Neil have a properly attached TC DL 10.0 PSF DATE 11/13/15 ri c`d cal 11 ng. Locate ons shown for perm lateral restrain of webs shall have bracing Installed per SCSI 1� % /, _ A L,LJ 1IN I se !ons Ba, 87 or Bio, as spell°the s. Apel y p1 etas to each race of cores and posh n on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 15317003 tee Jon nc Det N I o, 1310, a roped others s. Refer a es tone ngs 16eA_f tor rust andsp,i eon ass hi ons. 1 /13/2015 Al pi n°, a di vi si on of I TW I1u11 dl ng Components Group 1 nc. anal 1 rot be resposi bl s for any Wel epi on fron Ch1 a OREGON BC LL draw!;, any fai 1 urs to bu!1 d Chs truss I n conform..a th ANS/TPI 1, ar far panel l ng, sh!pp! U. 0.0 PSF CA-ENG BFR/GWH AN ITW COMMNY I natty 1 aci on a area ng or crosses. J A«.I as this drawl ng or est.p.g.II•In this drawl pref.••lanal ng e9'V••.so.19 N� TOT. LD. 42.0 PSF SEQN- 352443 ragNel bill..a1 N Y far the deal Nvr. 711•.IA e•6111 I IID eat. Ohi o,d.s/ NiBI marl O 8351 Rovana Circle re pen•1 N I I s,of th■IA I.no Oast finer per ANSI/101 1 Saab"'°W of vhl•areal ng far any•a'llanlr.1 I.tll. C, . — Sacramento,CA 95828 For more I nforman on see n,i a °b,, DUR.FAC. 1. 15 FROM BB ALP!NE: waw.a0 pi nal cw.tom; TPI: awe n general notes pegs and chase web sib s: pw et.arg; •ru: wee.gbcl M".try.eom; ICC: "<'ar°.erg Renewal Date 8/3012017 SPACI NG 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Riverside PIn 2885 B Roof -- VERIFY VERIFY, OR - A1) Top chord 2x4 HF #2 120 mph wi nd, 21.21 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 Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Left end verti cal not exposed to wi nd pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive 1 oad applied per IRC-12 secti on 301.5. Deflection meets L/360 Iiye and L/240 total I oad. Creep i ncrease factor for dead toad is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 4] W1.5X4 S 2.50 4X5= 4 3X5° X5 3X5 1.5X4 3X5% A' 1ppppr—:... a_ 5-10-15 T ......\ 2-5-5 0-6-1 kll we an r 4_18-0-0 _L 1.5X4[4] III 3X7= 3X5= 4X5(81)= 3X5= 3X5= Fc 2-5-45 ' 2 –I– 5-3-12 3-12 5-3-12 ...1.... 5-31 12 J_ 8-3-05-7-2 J 10-4-14 I 16-2-10 -'1 26-7-8 Over 2 Supports R=1131 U=65 R=1134 U=61 RL=29/-56 Desi gn Crit: 1 RC2012/TPI -2007(STD) EO PROP& PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. P it t9 S, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 •'WARM MGI••MEAD AND FOLLOW ALL NOTa a'Nils Num NM a •F� 825 N 4th Ave,Cornelius OR 97113 e'IIPORFNR'e FURNISH THIS Mill NG TO ALL rnaTaAcrBas INeIJpINg TIIE IasrAutas. 19576 P 'Q 9 TC LL 25.0 PSF REF R7175- 72813 Trusses requl re extreme care I n fWrl tarn ng, handl I,g, shi ppi ng, 1 natal I Ind and brae)ng. Refer Co and fat I*w rTC DL 10.0 PSF DATE 11/13/15 the I atesc ace tl on of BCSI (Sul I di,g Component Safety 1 ntoreatl on. by TPI and LSCA)for safety',cacti cos pr.or ' ,001,/ to perforse ng these functi ons. Instal 1 ars shell proal de temporary bract ng per SCSI. Unl ems noted*then.se, - top chord shell love properly attached structural shermi,g an.bottom chord shall have a properly attaches �- : BC DL 7.0 PSF DRW CAUSR7175 15317004 1 all gid cel l l ng. Locacl ons shown for permanent Iat.ral rostral nt or webs shall have bracing Install ad per BCSI ,4 r sects ons B3, 87 or B10, as appl l cable. Apply pl ares to each face of truss post cl on as show,above end on 1 /13/'201 II IIILIr---1 ,-J tz Ja,tt Datalls, 'mala sBtea otherwise. Refer to drardnga lBBl1-Z for 090.101 plat.py da*ns. OREGON) BC LL 0.0 PSF CA-ENG BFR/GWH I AI pl he, a di vi sl on or 1 Tg Bol I a ng truss n con Group Inc. shel I not w ror for hl.for dry dept act on from Ohl s drawing, any fab I arm to but I d the truss 1 n conformance wi!M1 ANSI/TPI 1, or for herMl i ng, shl ppi ng, AN Irw coMR4NY I natal I ati an.brad ng*r trusses. 1,61k.20,10# G TOT.LD, 42.0 PSF SEQN- 352445 A...l on till.trawl nip or Corer peg.I I et/nip thl.drwl no Ind/oats.e..eptans.of pref.al an.I snit men ng "O I`. .0‘.. - reaponn.l M I I Cy ea N y for the d..1 p'sheen.sheen. Tial eel taw I I to and we of w.drawing for any structure I I.the OUR. FAC. 1. 15 FROM BB 8351 Rovaoa Circle reopens'Mi I q of flna gal I a n g Deo weir per NISI TI 1 See.2. Sacramento,CA 95828 For more I nfermeti on see this J obs general notes page and these web 51 tee: Renewal Date 6/3012017 SPACI NG 24.0" )REF- 1VLK7175205 ALPI NE: new.al pi nes tw.core; TPI: www.Sri en.erg; ■TCA: www.sin ndustry.cow; ICC: www.1 ccsere.org (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - SDG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L #1&Bet. (g): 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 HF SS Webs 2x4 DF-L Std/Stud(g) Nai I Schedul e:O.120"x3", mi n. nai I s Connectors i n green lumber (g) designed using NDS/TPI reduction Top Chord: 1 Row e11.50" o.c. factors. Bot Chord: 1 Row a 9.50" o.c. Webs : 1 Row @ 4" o.c. Speci al I oads Use equal spaci ng between rows and stagger nai I s (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) i n each row to avoi d spl i tti ng. TC- From 71 TC- From 36 pl f at 5.94 to 36 pl f at 24.56 120 mph wi nd, 19.32 ft mean hgt, ASCE 7-10, CLOSED bi dg, Located TC- From 71 pl f at 24.56 to 71 pl f at 30.23 anywhere i n roof, RISK 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 30.23 DL=4.2 psf. TC- 500.00 I b Conc. Load at 5.89,24.61 Wi nd I oads and reacti ons based on MWFRS. BC- 75.18 I b Conc. Load at 2.00,28.50 BC- 82.20 I b Conc. Load at 4.00,26.50 BC- 232.10 I b Conc. Load at 6.00, 8.00,10.00,12.00 I n lieu of structural panels use purlins to brace al I fl at TC a 24" BC- 250.75 I b Conc. Load at 14.00,14.50,16.50,18.50 OC. 20.50,22.50,24.50 Cal cul ated verti cal deft ecti on i s 0.54" due to five I oad and 0.71" due Defl ecti on meets L/360 I i vis and L/240 total I oad. Creep i ncrease factor for dead I oad i s 2.00. to dead Ioad at X = 18-3-11. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 5] W1.5X4 S 2.50 [ 9] W3X10 2.75 R 1.25 [15] H0312 7.13 R 1.25 [19] W1.5X4 S 2.25 5X14= 3X5= T2 1.5X4111 5X14= a - 8 1 4 Tatm. -11111111111111111111111111111111111111111----= IIIII 0-5-0 2-3-11 ■ 3X10 Al)= 1.5X4[5] III 3X10[9]= H0510= H0312[15]= 1.5X4[19] III4 18-0-0 - 3X10(A1) E` 5-11-4 >I< 6-3-1 + G-1-5 >I< L- 5-11-4 -I_ G-3-1 >I< 5-8-0 >I 18-7-8 _I_ 5-8-0 k 30-2-12 Over 2 Supports R=2826 U=145 W=5.5" '1 R=2871 U=148 TYP. 20 HS,Wave Design Crit: I RC2012/TPI -2007(STD) PLT ComponentsofOregon Gauge HS,Wave .. IN01„ FT/RT=2%(0%)/4(0) 15.01. . :' ,i F 825 N 4Oonent Cornelius OR 97113 READ NC F«�.�N��,111$DRAWING! OR/-/1/-/-/R/- $Cel a =.25"/Ft. e'IRAORTAR1" MINIM T,IIg DRAMS TO AU.CONTRACTORS IICLWING THE INSTALLEM, ��C aGINF�� ,OZ TC P""""""""•'_°'•..ears rabrlt.GLL 25.0 PSF REF R7175- 72814 the 1 avast era tl an or BCSI (SW 1 al "®, handl I,g, MI ppl erg, 1 natal I I ng and bracing. Rarer to and tel l ow to perrw.,i ng l I Component Surety I ertemet,an, by WI and RICA)for safety tranti can at,or 19575 P ng theme extreme cars I natal I ars Mel 1 prwi d,temporary ng, brat, Addlbh top mare,hall have Prop�rly attath.e structural sh.etning and bane.nand shall prap:.ly atom,,j' 9 TC DL 10 0 PSF DATE 11/13/15 T� rl gi d cel 1 I ng. Lout)ons snorer for permanent I ateral restras cc of webs steal I have bract ng Install ed per SCSI i /I _ A LI -190 N I cacti or n 93. al or tall as aper 1 tebl Apply p1 atta Co each race or fortruss and pial l on as anion above and on �- BC DL 7.0 PSF DRW CAUSR7175 1 s31700s IILI'U-', I\\VIII the Jos st 3, 07 s, 51 ass noted cUge. sA, Refer to drawl rigs at,ar for standard i ,an asst h1 eras drawl pi i ne, a di vi si an of ITA Bel I di ng Components Group Inc. shall not be respo.si IM a far any eevi et1 on from thl a 1 /13/2015 BC LL AN IPM COMPANY I nstall l atany onn sae aci ng of trusses_t'""'"conformance with ANSI/TPI 1, or for teener i rye shi ppi rage OREGON 0.0 PSF CA-ENG BFR/GWH A •• ib""h m sly fpr Vim e,mlg^Mem. 710�AtagII of tiesIIdr wi g orefew s, uctlflooring Is yo TOT.LD. 42.0 PSF Q 352439 •••I I n I I no w cov.r peg.l i stI w s drawl.5, I INN seas 9�a n.20.18 S E N- - 8351 Rovana Circle reepalal b I I q of e10 RM I a DeN .2 ane w M w.areal ng for.ey structure,,Si,.^R Sher per ANSI/ it 1 Sae,:. OL R W,N� DUR. FAC. 1 Sacramento,CA 95828 For more I nrww,ati en see this ob.s • 15 FROM BB &PI NE: woe,ai pi nisi tit cam; TPI: J general notes page and chase wap sl tea: mew tel net,org: OTCA: ewe`s sbci neastry.coat ICC: """"<ca.f,.org Renewal Det.fitao@oT7 SPACING 24.0" JREF- 1VLK7175Z05 (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - SDG1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L Ss&Bet' (g) :T2 2x6 HF SS: 3 COMPLETE TRUSSES REQUIRED < , Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): Nai I Schedule:O.120"x3", mi n. nai I s Top Chord: 1 Row 012.00" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) factors. Webs : 1 Row 0 4" o.c. Repeat nai 1 i ng as each I ayer i s appl i ed. Use equal spaci ng Speci al I oads between rows and stagger nai I s i n each row to avoi d spl i tti ng. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 4" o.c. spaci ng of nai I s perpendi cul ar and paral 1 el to TC- From 71 plf at 0.00 to 71 plf at 7.94 grain required in area over bearings greater than 4" TC- From 71 pl f at 7.94 to 71 pl f at 22.56 TC- From 71 pl f at 22.56 to 71 pl f at 30.23 120 mph wi nd, 19.65 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 pl f at 0.00 to 7 pl f at 30.23 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 1148.81 I b Conc. Load at 2.06, 4.06 DL=4.2 psf. BC- 1130.87 I b Conc. Load at 6.06, 8.06,10.06,12.06 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06,30.06 Wi nd I oads and reacti ons based on MWFRS. Cal cul ated hori zontal defl ecti on i s 0.11" due to I i ve I oad and 0.15" due I n lieu of structural panels use purlins to brace al I fl at TC 0 24" to dead load. OC. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor Cal cul ated verti cal defl ecti on i S 0.59" due to I i ve I oad and 0.78" due for dead load is 2.00. to dead load at X = 12-9-3. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W1.5X4 S 2.75 [ 7] W4X5 S 3.25 [17] W5X5 1.75 L 2.25 [21] W4X5 S 3.25 1214= 1.5X4111 3X5= 1214= 3X5y _ 4 3X5 T 43X16(B12R) 4X16(B7R)=z.iiiiiii� 2-11-11 -11 III 1111 4_ 4X5(R)[7] III 4X12= SS0612= 5X5[17]= 4X5(R)[21] III 18-0-0 T 1. 5X4[5] III 1.5X4111 Fc--3-11-10- -3-11-10 f 4-9-15 f 4-11-11 + 4-9-15 > 3-11-10 . 3-8-6-- 0.I I_ 7-11-4 _I_ 14-7-8 . 7-8-0 -j k30-2-12 Over 2 Supports R=9164 U=579 W=5.5" 11=10195 U=645 Design Crit: I RC2012/TPI -2007(STD) , 0�9 C1PROF PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01. P .,y - FS& U, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503))357-1118 -swami...•Rua me►Bud ALL NOTES ON THIS DOMING! V�NF(h 825 N 4th Ave,Cornelius OR 97113 "'1rBRr�Nr'• MUM BN TM's Ng,o ALL BB'mucross 1 i umi NB TNe 1 NNTALLERN. y TC LL 25.0 PSF REF R7175- 72815 Trusses resod re extreme care 1 n fabri call ng, handl 1 , sPPI ng, I natal I I ng and braai ng. Refer to and rod I ow 19575 P the I atest ascii tion of BCSI (Bum I di,g Component Safety 1 nformati on, by TN and NTCA)for safety practi cos prior 1 ,ghl , TC DL 10.0 PSF DATE 11/13/15 a to performl ng these functi ens. I natal I ars ahal I provi de temporary bracing per SCSI. Uni ase noted°thel ase, , - top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cal I 1 ng. Locati ons shorn for permanent I eteral restrai nt or webs shell have brood ng Installed per BC51 e- % BC DL 7.0 PSF DRW CAUSR7175 15317006 ,4�1 O�� seccl ens B3, 8ai orB10, as apl cab]a. Apply PI aces to adeachng faceoftruss and post cl on as sham above and on L the Joint Details, unless noted otlorwlse. Refer to drawings 160A_Z for standard plata positions. 1113/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Al pi ne, a division of ITN Bui I di ng Components Group Inc. shall t be responsible for any deviation from chis OREGON drawl ng, any fel l ore to bud I A the truss 1 n conformance d th ANSI/TPI 1, or for handl I ng, ahi ppi ng. AN ITW COMPANY I nstal I ati on&braci ng of trusses. A seal ,,this*wens„or., '9 "in,20,19# TOT. LD. 42.0 PSF SEQN- 352448 Arsea,tsl n I 1 is sal etye n for or MPI page 1 I sti n0 W s droving, IMI sates NawytrmN a/PfBhMI Anel erg;near) rsspwrl N 11PI abort The s1,1 ttl111 q aria w W tide erasing for s y structure is nearing 8351 Rovana Circle a or the aW Ia,q D..I„I.r per ANSI/TPI 1 See.L. OL W•N DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 tot ne or more I nfareatl on sea chi notes s tt•a general Page and seas web ei s: Renewal Date&3w20„ SPACING 24.0" J RE F- 1 VLK7175ZO5 ALPI NE: .al PI nal ew.cam; TPI: www. pi ,erg; ITCA: www.abcl,dmevy.one: 1 CC: mu.I=safe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - GGE ) Top chord 2x4 DF-L 2400f-2.OE 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=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and 5.00 PSF Wi nd loads and reacti ons based on MWFRS with additional C&C member cladding on one face, and 24.0" span on opposi te face. Top chord may be desi gn. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch i n overhang or heel panel. braci ng requi rements. Provi de I ateral wi nd bracing per I TWBCG wi nd braci ng details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive 1 engi neer of record. 2X3 studs require rei nforcement at 70% of the Iength Ioad applied per IRC-12 secti on 301.5. tabul ated for 2X4 studs of the same grade. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead Ioad is 1.50. Ce=1.10, CAT I I & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [16] W3X5 S 1.25 4X5= 3X5[16] II 11 4 1-- II i —1 4 2-11-15 0-3-15 0-3-15 —1-- 3X5---- 2X4 X5=2X4(A1)= 3X5('1) 11-6-0 5-0-0 11-0-0 =IE1-6-00.1 L 9-2-2 6-9-14 J I 8-0-0 8-0-0 'I 8-0-0 J, 8-0-0 _I l 16-0-0 Over 3 Supports R=565 U=43 W=3.5" R=846 U=48 W=5.5" RL=53/-53 R=644 U=15 W=5.5" Note: AI I PI ates Are 1.5X4 Except As Shown. Desi gn Crit: I RC2012/TPI -2007(STD) , p PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. _ ).A ,y %o'TY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357--:.118 ••WANNI NGI••READ AND FOLLOW ALL MITES ON THIS OWING? �V IN Z TC LL 25.0 PSF REF R7175— 72816 pen I •anppNrANr•• FURNISH TINS dwlNG TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. LII P 825 N 4t1 Ave,Cornelius O 97113 Trusses raptl re extreme vre i n Pabri ca[i ng, handl I r I oshi r.ppi . 1 TPI l i ng«d)foi ng. Rayer[o and fol i ow r , TC DL 10.0 PSF DATE 11/12/15 the I rforc 1191 ties of cti (BLU 191.g 11 enc I proy I nftempo on. by TPI and wSCSI for safety tedt*her prior to perforM ng these rinc*Dna. I,rocal I Cr.•rs anal I provi M temporary braci ng per eCS1. IAN ass noted ocnarwl s•. _ _ have tom s. rii,0464, g1 "o.>ei I t ng.I L«atvons sroper'hoow,trorr permanent I ac.rral11aresncrrai neo°webs[soal1, ha'•o braci ng I nnstarl I'edtper BCSI �/ % BC DL 7.0 PSF DRW CAUSR7175 15316032 ,4 1_,UO ^ sec*ons Bl o .s.pp i .. Apps y pi Sews w each roes truss and poli tion.s s oa bo aa.won 11/13/2015 FE the Joi nc Decal I s, unl ass not.ocher.se. Refer co drawl ngs/BOA-Z for standard pi ate post ti ms. Ai ill nen a dl vl sl on of 1 Tw Building eomppnenta group I ne. shall not be re.ponst IN a for any dew ail on from thin • OREGON BC LL 0.0 PSF CA-ENG PBC/CWC drawl ng. any COfl I ure tWI I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, ahl ppl ng. AN RTW COMPANY t on I eci on A bract ng of trusses. A...1 on w.droning.r.syf poo.II•e1no thl•Oran.. Iroll eotoo ama.perrh.•f pr. aal.Irl .gln.efI*9 '9 '" �o•19� TOT.LD. 42.0 PSF EQN- 351398 r..pon.l el I I to.W.l y for the dual on shown. The IRO CYO I I ty and•..of ell•Crawl no for raviro • a+r•I I.the R0/. N W•N� DUR. FAC. 1. 15 FROM BB • 8351 Rovana Circlereapr.d Id I I toy of air Nal I91 no Del Per par ANSI/71.1 1 Sap.z. Sacramento,CA 95828 For more t nrormect on see cn1 s J ob.s general notes page and these web s1 tee: Renewal Date 6/30/2017 ALPINE: LULU.al pi rotCom: TPI two CoTPI: www cal net.erg: .TCA: cow.sbci,descry.comm ICC: cow.1«safe.ors SPACING 24.0" JREF- 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - G ) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x4 DF-L Std/Stud(g) anywhere I f. roof, RISK CAT II, EXP B, wind TC DL=6.0 DL=4.2 psf. psf, wind BC Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wind 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 live Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease load applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. Truss designed for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 6X6= . x-- 2-11-15 1.5X4111 9-0-0 3X5(A1)-s--- — 2X4(A1) L1-6-OJc 5-0-0 >)c 11-0-0 >11-6-0� lac -0-0 >•I< 8-0-0 L 8-0-0 ,1_ 8-0-0 J 16-0-0 Over 3 Supports R=707 U=5 W=3.5" 'I RL=48/-48 R=186 W=5.5" R=765 U=2 W=5.5" TYP. Wave Design Crit: I RC2012/TPI-2007(STD) PLT Com FT/RT=2%(0%)/4(0) 15.01. 'L"�_PRO�I�s+ Components of (503)357 118 ••IMRNINGI••BeAo ANo Fouw ALL NI»Fs Ire nus (Ay QTY:2 OR/-/1/-/-/R/- Scale 375"/Ft. 825 N 4th Ave, of Oreo OR 97113 ••IIPORfANT•• nAlAnnl oN me s Baw Na To ALL NaBo n Ncwm Ba TIIE I ALLLAS• , 0 - � % TC Trusses require extreme`era"^iabrl ca[i,g, hentlllng, shi Ppl ng, Inatal llrg antl bract ng. Refer to and fol low 19675P LL 25.0 PSF REF R7175— 72817 Che I.test atli tt m of BCSI (But I o ng Component safety 1 nforme[I on, by TPI a..TCA)for safety Pratt,ccs PrI or 9 to perforat ng these functl oma. 1 natal 1 era shat I provt de temporary brae),g per BCSI. Unl ass noted other.se, r , TC DL 10.0 PSF top chord,hal I have properly attached structural sheath) DATE 11/12/15 rl gl tl cal l I n9. Locatl ons shown for n9 a,M bottom chord shot 1 have a proper)Y ettedhstl / .4�1 O`� I sectl ons 83, B7 or 810, a e. Appnt l.Garel o e .a webs shat 1 have bract 1 natal 1 per BCS, ' L J s app)i cab)e. Apply p1 etas ca t.<h race or trues and Pas,[l to as l tl on above and on /- BC DL 7.0 PSF DRW CAUSR7175 15316035 the Jol nt DotaIng. ,s, un1 ass notedshown for ei se. t Refer Go tlrest ngs t of w for standard pI ata poll tl ons. Al pl ne, a dl vi sl on of I Tw Bul I dl ng Components Group Inc. shat I not be respond bl a for any deal atl on from chi s I I 13/2015 AN ITW COMR4NY IInnat'Igl atl on A ti two ng oto f"trusses.he truss '^`^^*DM1O""•wi th ANSI/TPI ,, or for handl,ng, and ppl,g, OREGON BC LL 0.0 PSF CA-ENG CWC/CWC A .opppen!on I I t dram Bfo the da 80.1 awn'„',sen. The eel.w[eel eal I Inog dsateswe of thl.w.of profess'awe enolr..I Iw 9�O n.Yo.�sd1 TOT. LD. 42.0 PSF Q 350965 8351 Rovana Circle renewal I q of the ollI I a De. �'end"•'of w•trent no for.,y structure,I.the SEQN-N— •a vans per ANSI ,sae. . CD W•N� DUR. FAC, 1 Sacramento,CA 95828 For more i nraraett an see vlt a ob•s general notes . 15 FROM BB ALPI NE: waw.al pi net tw,coat TPI: wee,cal net,org; eTCA: www,sbcl.ustry.coat se'eb ICC:si tes:m<tsars.org Renewal Data wave. mese/so/2w SPACING 24.0" JREF— 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 13 Roof -- VERI FY VERI FY, OR - G1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: Bot chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bi dg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT I I, EXP B, 0/i nd TC DL=6.0 psf, 0/i nd BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member factors. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor for dead load is 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5(R1)# 444 --i4 4 x-- 2-11-15 0-6-2 1.5X4 III = - 9-0-0 3X5(B1) 2X4(A1) Lc 4-5-8 ›.Ic 11-0-0 1-6-0>i 7-5-8 + 8-0-0 L 7-5-8 _I_ 8-0-0 J k 15-5-8 Over 3 Supports >I R=612 W=5.5" RL=40/-39 R=95 W=5.5" R=765 U=3 W=5.5" PLT TYP. Wave Desi gn Crit: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01. ► i pPROFFs�1TY: 1 OR/-/1/-/_/R/_ __ Truss Components of Oregon (503)357=-118 ••wARNI NGI••READ NO RUM NOTES 011 5 CRAM%Ncl 825 N 4th Ave,Cornelius OR 97113 ••I MaNRTNR•• F INIa SN TIN s DRAM NG TN ALL CONTRACTORS I�WD1 NS T�I PETALUMA 0 1 f11 t� /OZ AScale 375"/Ft. Trusses requ:re e e I n fabr,cath`handl I ng, shl pal ng, 1 natal l a,g and brach ng. Refer to and fol 1 ow C LL 25.0 PSF REF R7175 the I atesc ed:c1 on of BCSI care 1 dl ng compo Safety I nroraetl on, by TPI and.TCA for fee 19675 P 2/ 8 to performing these functi ens. I natal I ars.hal I Prov,do teneorarY brach 'I hoteacother pri or 9 top chord shall have properly attach.structural sheath,ng a.bottom chord Shaul lave.properly pt eco„; r , TC DL 1 0 0 PSF DATE 11/12/15 rl gl tl cel I 1 ng. Locatl ons shown for permanent 1 sterol restrel nt of webs sMl l have brxi,g 1 natal l ed per BCSI Al �� I . `scp on.B3 RT or B10, as appl Icabl e. Apply plates to each face of truss a.b pos:tl on as shown above and on �- / BC DL 7.0 PSF - ha.101,K Data:I s. unl ass noted otherwl se. Refer to draw,ngs 1a0A-Z far stantlerd pl ate pos,t:ons. DRW CAUSR7175 15316040 I AI ,nes a tll vi ai on or I Tw&„I tl,ng Co•Vene,rcs Group Inc. steal 1 ret b.rasponai el a for erry Nvi ati on from the s 1 13/2015 BC LL 0.0 PSF CA-ENG CWC/CWC rrn mi ng, any ran 1 urs to bul l d the truss I n conformance 0/l th ANSI/TPI 1. or for handl I ng, ah,pp,ng, OREGON AN ITW COMWINY ,nacal 1 ec1 on a eras ng or vps es. • Ar•w on N;°.>.....a°.I'0a,I.'ha"'"0 T`"'i.`Dot..I�I Ila.e..of Te .,,d.oI ww«.Ie,.l .pl».1IIN id?'104.20,1g° �� TOT. LD. 42.0 PSF SEQN- 350974 8351 Rovana Circle f•ro•••l IR I I h•f the aw I a t7 one we•f •�••I ro •btlaWra I.ane O t _ ^N N..IsI. Irr ANaI/R1 1 sop,:. ` ' W a N DUR.FAC. 1. 15 Sacramento,CA 95828 For more,moaner,on see NI s 3 ob.s general notesFROM BB ALPI NE: www,a1 pl net M,cam; TPI: www Page and these wap slwtwaws: .taloatserg; .TCA: wwwstcl °.try.cost Ica .Icc.are.org Renewal Date 6/90/2017 SPACING 24.0" JREF- 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - G2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 Webs 2x4 DF-L Std/Stud(g) 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. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. 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 load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total I oad. Creep increase factor for dead load is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= - a 4 r— T2 2-11-15 0-8-2 l 8 41 3X5(81)= 3* 1. 5X4 III `_ 9-0-0 3X5(Al)= 3-11-8 1 1-0-0 '1.< 1-6-0--->-1 G-11-8 >Ic 8-0-0 L— 6-11-8 � 8-0-0 J 14-11-8 Over 3 Supports R=554 U=1 R=127 W=5.5" 'I RL=39/-38 R=735 U=4 W=5,5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) p PROF FT/RT=296(0%)/4(0) 15.01. r ESS ' - , : 1 OR/-/1/-/-/R/- Truss Components of Oregon ((503))357=-118 '�9ARNI NGI••Rem AID FOLLOW ALL Nous as was mama 825 N 4th Ave,Cornelius OR 97113 OaNRING TO ALL ��5 ad Scale =. 5 /Ft. ••IFPORTANT• FURNISH THIS CONTRACTORS INCURRING THE INSTALLERS, y LL Trusses reeal re extreme care,n rabr,t.tl�. handl l 19s1 P TC 25.0 PSF REF R7175- 72819 the I aces[etll ti«of SCSI (But 1 tl, ng• Ohl ppl ng, 1 natal l l ng and bract ng. Refer co and fol 1 or 1' to perform,no these fund,ons. I nsatal`I Component _hal Safety Csr[s�.ry bra.ng per BCCSS).for n_ssrscnotedcuthersw Him r [op chord shall haw proper,y attached structural sheathing a.bottom chord shell have a properly attached / APP.1 TC DL 10.0 PSF DATE 11/12/15 igil rl�ttl eat I 1 ng. L«act ons shown For permanent 1 acetal restral nt or mobs abet 1 have bred ng instal l ed per BCS 1 �- / _ FI L 90 N� i 83, BT or BIO, as Opel,cabs a. Apps y pl aces to.«h fate of[rasa an„post tl on as shown above and on [ BC DL 7.0 PSF DRW CAUSR7175 15316039 .4 I I O - the Joi nt Dotal I s, unl ass rwtrJ oth•rw se. Rorer to ds..ngs 1601-Z T«standar.PI spas[I ons. 1 �13�z015 i a, drawl na, a dl vl ss on or ITN Rus I ds ng truss n con Grote I«. abets net be responai bl a for airy aevl idlest; on irow thl s BC LL AN RTW In••alI any fel,ars to bulltl the truss In conformance wi th ANSI/TPI ,, or for haMling, shi OREGON 0.0 PSF CA-ENG CWC/CWC COMPANY ,nate,l act on a bran ng or trpesea. Pp^9, thl A••w+Iwlllby.°r'"'I."0.�n°e».,,°N'0'g„'r'atl„. ,. T`"'•,°'Ic`•',b„I y_nd..•.•ewl.he..►rr _ny,•I .GI.•,I„G ',ROn•20,190 , TOT, LD. 42.0 PSF SEAN- 350980 8351 Rovana C Circle r••Oml•I b I I ti sr the SIA I di ng De•I seer per ANSI/IPI I S•e2•„G""of thin ��',q for•^y•tTvaelme 1•the •N Sacramento,CA 95828 W DUR. FAC. 1. 15 FROM BB For more i nfarmets on see th,s J oD's general notes page a,W these wee si cos: ALPINE: .al p,ne,tw.cam; TPI: Few.tal net.erg: NTCA: .....try.cow; ICC: raw,,ccsere.org Renewal Data 8/3012017 SPACING 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - G3 ) Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reduction factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member deli gn. Left end verti cal not exposed to wi nd pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease load applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. No SIZE SHIFT BITE [ 3] W1.5X4 S 2.25 6X6(R1) 4 1-- 3X5(-)% / 0� �/� � 4 2-5-15 2-11-15 1.5X4[3] III 3X5= _4_9-0-0 2X4(A1) L-1-6-0-->J H-1-6-0 )+C 8-0-0 L 1-6-0 J__ 8-0-0 -1 J I< 9-6-0 Over 2 Supports >f R=395 RL=-44 R=562 W=5,5" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) O PRO Truss ComponentsWaveon ((503)357-2118 ••WARNINGI••READ�tOFatw,uT OR THIS /4(0) 15.01. `� �G� FFS : 2 OR/_/1/_/_/R/_ Scale =.5"/Ft. 825 N 4th Ave,Cornelius OR 97113 M MI ••I Iver•• FARM THIS OWNI NG m ALL CONTRACTORS INCLUDING TIE,gSTA,y� (J !� EF TC LL Trusses re,nl re extreme care 1 n fabrl eats ng, handl 1 19676 P 'Q 9 25.0 PSF REF R7175- 72820 the I Sheet.mel on or SCSI e,a 1 al n9• slit ppl ng, 1 ental 1 ng and or ofn�. Iters to and roe 1 w to pheeng Component Safety I nrormati on, by TPI and'TCA) safety prat.cos pr1 or ' - tap chord shed havefprone.y attached structural el p;�„K 1;�a-y braetom chord r BCSal I;ave e•pr ,y tta h se, TC DL 10.0 PSF DATE 11/12/15 ri gl tl eel I Ing. Local ons shovel for permanent 1 ateral rostral nt or webs shell I have brace ng Instal 1 ed per BCSI 4+ - settl ons 83, 57 or 810, as app11 call e. Apply p1 ares to each face of truss antl BC DL 7.0 PSF DRW CAUSR7175 15316038 A F 1A\ I r-1 the Jol nt octal 1 a, 71 eels notetl ptherwl se. Refer to tlraw peat CI on.a slovens above.„ s, 1 /13/2015 A ��1 \I I ngs lfi0p-2 Por a[a,gartl pl eta Posf tl ars. ��III AI pl ne, a tll vi sl ur or 1 rA eve 1 tll,g truss I nca conformance I„e. aga11 1,ror form•far any veal as an rrPm cm a OREGON J BC LL 0.0 PSF CA-ENG CWC/CWC tlnawl ng, any rel 1 urs to but I tl the truss I n conformance vel th ANSI/TPI 1, or for handl i ng, gM1l ppi ng AN ITW COMPANY 1 natal 1 ace on A brae),g or trusses. • An aNati drawl � ege I:":'drawl ng, I�I««..vew=.,..of profess..I.,.I aengl,..l w 4/ °.2D,010 TOT. LD. 42.0 PSF SEAN- 350982 8351 Rovana Circle respond a I I by of lbs SIA I a Oma1 b and use M tlA s drool ng far a,o,nbl,ael,fa I a tlr D . ng drier per NISI ,a...:' DUR.FAC. 1. 15 Sacramento,CA 95828 For more I nformacl on see the s,ob.s general notesFROM BB ALPI NE: waw.a1 pi nee tw.can: TPI: mew.!pi nst. page and these web al Les: e. Renewal Data 8/30/2017 org, wrCA. vww.sbclrMuscrYwm; ICC: .Iccsefe.org SPACI NG 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - EGE ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1, W2, W3 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member factors, desi gn. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding I oad one face, and 24.0" span on opposi te face. Top chord braci ng requi rements. must not be cut or notched. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive engi neer of record. 2X3 studs requi re rei nforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead Ioad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= PRI I 4• ___________________________________ • 2-7-15 2 i 1 W1 N 3 _„..milli 3X7=— +9-0-0 3X5(A1)= 3X5(A1)=-7-- 41-6-0 .J X5(A1)41-6-0. y LE1-6-0 .i I, 3-10-14 7-0-.10- -00 3-1-2 'I` 3-1-2 ...1.._ 0-0 3-10-14 L 7-0-0 I 7-0-0 k14-0-0 Over 2 Supports >J R=1121 U=142 W=3.5" R=1121 U=142 W=3.5" RL=66/-66 Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. P •s'' FSt QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Ore on (503)357-:,118 IPIGI"READ No FOLLOW ALL NOTES m� Tx1s N�1 ,c S 825 N 4th Ave,Comellus OR 97113 ..IMPORTANT" FORM gN Tin S DRAM NB TO ALL CONTRACTORS I NCUM NO THE I I/WALLER& 0 .0 OG 1 N EFS HOZ ng LL 25.0 PSF REF R7175- 72821 Trusses rental re extreme care I n fabrl call ng, handl 1 ng. ahl poi ng. I natal I I and braci ng. Refer to afol I ow 19575 P • 9 TC DL 10.0 PSF DATE 11/12/15 the latest gi ti on or BCSI (Sul l Idi ngoct Component Safety Informed on, by TPI and RICA)for safety practlnes pre or h r to Performa ng these font[:one. natal I era sIW I Provi de temporary bract ng per BCSI. U,nl acs noted och.rd se, 1 /1 top chortl anal lhave prop.rshown for pe strnanentaI al slates ng and Dattel.chord shave have a proper)y attached SC BC DL 7.0 PSF DRW CAUSR7175 7 5315029 reetltlp.sd 83, 87 or 810. Locati�"asappl l cable. Apply PI areal to each facet of crussWebs 'antl post bra. and es sib..above and I- A11__,P1:1^ IT1Ithe nt Beta:v s. "n1 e=a,.t.n,,,Dann,e.. Rarer w tlrad ng,1�A_=far acan.eara PI ate pose t1 ane. 1 /13/2015 BC LL 0.0 PSF CA-ENG CWC/CWC ' �! t� Alp:nae e y on of 1 Tw Bel I h na compos.con group Inc. sDel l nx w ffor h e fo , s on from em arced.g, any Pel I ora to but I tl the avec I n conformance M th ANSI/TPI 1, or for hard)1 ng, phi ppI ng, OREGON AN ITW COMR4NY 1 natal I atl on A brace ng of trusses. TOT.LD. 42.0 PSF SEQN— 350963 AA..aml on Iii Is Peel or aowor r spage I I w ne Ohl•drawl ng. I Irl.•w••epsra*of p'a?ao l anal *nal B.•rl '9 100.20.10 9 — • gn aha... The sr tele I Sty•e.a e..or t1••dried•g Per structure I•"t the 8351 RovanaCvcle ^�-1•IIIty,of the Began,Owl anon par ANSI/TPI 1 S.e.2. ROL b N�' OUR.FAC. 1, 15 FROM BB Sacramento,CA 95828 For more Inrormatlon nee..t m nabs a general notespage and these net picas: SPACI NG 24.0" JREF- 1VLK7175Z05 ALPINE: wow.al pi r.1 tw.cam; TPI: wa..tpnsc.erg: NTCA: caw. bcl n,..ery.tom: ICC: w..1«a.r..org Renewal Date 813012017 ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - E ) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4,2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reduction factors. Wi nd I oads and react,ons based on MWFRS wi th add,ti onal C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase load applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5(R1) 4 1-- 2-7-15 • Me • 1.5X4 III 4-9-0-0 2XL(A1) 2X4(A ) Lel-6-0aJ Lel-6-0 7-0-0 + 7-0-0 ,1 LL 7-0-0 ,L 7-0-0 J I<14-0-0 Over 2 Supports >1 R=715 W=3.5" RL=43/-43 R=715 W=3,5" PLT TYP, Wave Design Cri t: I RC2012/TPI -2007(STD) Ep PROp Truss Components of Wave on (503)3572.118 ”WARM GI••READ AID FOLLOW AFTU.I TEES ON BROM 4(0) 15.01. r. �6 1* FS,+ :4 OR/-/1/-/-/R/- Scale =.375"/Ft. 825 N 4th Ave,Cornelius OR 97113 '•I Irartrlwr•• FURNISH THIS NR•1 K 70 ALL �1 CCCn • CONTRACTORS ng. I°""""gD1MB 711E ing,INSTALLERS. C? Zy TC LL 25.0 PSF REF R7175— 72822 Trusses requl re extreme car.I n rabri tett rig handl I,g, .Ix ppi,g, i mewl I I rg and brae)ng. Refer to and fol I ow 19575 P the Iacasc sal tion of SCSI (Sul 1 di ng Component Safety Information, by WI and NTCA)for safety practi cos prl or to perform,,g theae fia,cti one. I natal I ors shall prov temporary bracing per SCSI. Uni ass noted otherwi se. TC D L 10.0 PSF DATE 11/12/15 kddikbh top chord shall have proper,y attach.a structural sheathing and bottom chord shall have a properly attached rigid ca l i ng. wuu ens shown for permanent I ateral reatrai/It or webs Shall have brace ng I natal I se per SCSI �- — .4 Lipp I . sect arts 93. 87 or 510, as applicable. Apply places to each race of truss a,a, BC DL 7.0 PSF DRW CAUSR7175 15316045 Lemli— th.,al get.,,s, unl.sa nat.e;Zara R.T.r to arm. pail ti an as shown an 1 /13/2015 AI pi os, e m vi s1 a,of 1 TN Net I di ng'15oA-i for sca,oare pl ace pow,d ons. ;ss I n conformance 'nam shat 1 net b1 rorpforl hl a Ta any ate an frpa thea OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawl,g, any fab I ore W WI i d the r I n c form,ante rl th ANSI/TPI 1, or for handl i no, sM ppi ng, AN ITW COMPANY I nate,I ace on 6 brace,g or crosses. "'••' on�•drawing far or dew. page listing vN.drawing. '9jQ`'n.20,10 0� TOT.LD. 42.0 PSF SEQN- 350957 8351 Rovana Circle r•warw IN •i en3,w the NIi11 the Nall Owl g'11O". 1SI The cul yaw I b and iwe er�ail's"s..°ri n far any�.n,�...I.yr QC b f • bran 1>.r ANH�I 1�`_ DUR, FAC. 1, 15 FROM Sacramento,CA 95828 For more I nror.mci on see th,s J ob.s general notBB ALPINE: ear,a1 pi mei cw.coin; TPI: ww.col nst. 'a page and these web sl tea: Renewal DM!8130/20'17 erg% RICA: wrw.sbci,qustry.can; ICC: www.ictsaTe.org SPACING 24.0" JREF- 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Riverside PI 2885 B Roof -- VERIFY VERIFY, OR - CGE ) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 HF #2 120 mph wi nd, 19.13 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x3 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacts ons based on MWFRS wi th addi ti onal C&C member desi gn. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF cl addi ng I oad one face, and 24.0" span on opposi to face. Top chord See i nggS requiAl2rements.014, GBLLETI N1014, & GABRST101014 for gable wi nd must not be cut or notched. braci foments. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provi de I ateral wi nd bracing per I TWBCG wind braci ng details or per Ioad applied per IRC-12 section 301.5. engi neer of record. 2X3 studs require reinforcement at 70% of the Deflection meets L/360 live and L/240 total load. Creep increase length tabulated for 2X4 studs of the same grade. Truss designed for unbal anced snow load based on Pg=25,00 psf, factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= r ate— i g ---14 2-5-4 wri woj +18-0-0 i 2X4(A1)_ / 2X4(A1) L_ 6-4-0 -1-6-0 _I- 6-4-0 J k12-8-0 Over Continuous Support J R=158 PLF U=28 PLF W=12-8-0 >1 RL=4/-4 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Ep PROF Truss Components of Oregon (503)357-2118 '•WARM NGI••READ AND FOLLOW�FT/R %(O% 4(0) 15.01. r �r t FS 825N41hAye,CorneliusOR97113DRAWING! N *C : 1 OR/-/1/-/-/R/- Scale =.5"/Ft. ••IIPORTANT•• FURNISH THIS oWAnxa 10 ALL CONTRACTORS IIIL'WSISS 11113 INSTALLERS. �'! thTrl ee.e regi l,e xtremeI are 1 ni fabri cad ng, handl I ng, shi poi ng, I natal I I,g and brat,ng. Refer to and fol I q, 19575 P 'Q ti TC L L 25.0 PSF ng Carrs shent Safety Inrtempoar by TPI and wiCA)for safety pr.tdces pilo r REF R7175- 72823 to p.rftrw ng tn.ae fnawtl sham ,rotall ars shall Provl da temporary prat,ng ear BC51. Ilnl ass notetl otherwl nen TC DL Cop chord shall pave properly attached structural sheathing and bottom chord shell have a properly attached /-. / /, 10.0 PSF DATE 11/12/15 r. rigid cal l I ng. Local,ams sllora,for permanent I ateral r rai nt o .4�G�� s ,ons e3, e] 1310, s tool I cabl Apply pl ares to each facer visits of truss l I and have tront as shotnl ley per dCoI BC DL - the Jol nt Dotal I s, ung ass noted other*se Refer to drawl Z for standard l l ate ti on as noon above and on 1 /1 3'101 C 7.0 PSF DRW CAUSR77 75 M p1 ne,el a d1 vi.,s,on of 1 Tw ng-16oA p otsi ti ons. ll J GG 11 J 15316044 drawlld hi ng components Greap Inc. shall not be for for ble for any deeietlon from this OREGON BC LL AN ITW ng, any pal Iore to bpi ld the truss In conformance el til ANSI/TPI 1, or for hard,I ng, sill poi ng, - eoMlxNv Inetal, t &brats g trusses. 0.0 PSF CA ENG CWC/CWC Arae.an thin ea illy Te �.page„b n:"tin Will I1 IIRa.t..or thi•me.or no s umei cture.fi m, 9iQ�^.so.+o N� TOT. LD. 42.0 PSF SEQN— 350947 8351 Rev2t13 Circle removal N I ley sr the Rut I ging Semi oner per ANSI/11.1 1 Sees.and W or W.meal n.far any www.I•tee ` \�I Sacramento,CA vsers pwFor more,nftrmati ono •• OUR.FAC. 1. 15 FROM BB ALPI NE: .al DI rot tem.can; TPI: weww. s n tb s general notes Page and these web al rapes: tpg nst.org; WTCA: wire.silt,ndustry.tom; ICC: .I ccsafe.org RenewalData6130/2017 SPACING 24.0" JREF- 1VLK7175Z05 (1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - CG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x6 HF #2 120 mph wind, 19.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS. Special loads Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) I oad applied per 1 RC-12 secti on 301.5. TC- From 71 p TC- From 71 l f at 6.33 to 71 p Deflection meets L/360 live and L/240 total I oad. Creep i ncrease 1 f at 12.67 BC- From 7 pl f at 0.00 to 7 pl f at 10.17 factor for dead 1 oad i s 2.00. BC- From 14 pl f at 10.17 to 14 pl f at 12.67 BC- 254.42 I b Conc. Load at 1.67, 2.17, 4.17, 6.17 8.17,10.17 4X5 3X5% 3X5,----- 4 r— 4 0110. I000.a&Wiw WOO %Nip 2-5-4 in Elm= il mil 18-0-0 _L 3X5 III 3X7= 3X5111 3X7(A1) 3X7(A1) F` 3-9-14 2-6-2 >Ic 2-6-2 3i.I.c 3-9-14 L— 6-4-0 ,I_ 6-4-0 J 12-8-0 Over 2 Supports J R=1372 U=54 W=5.5" >I R=1161 U=44 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) PRO p4..0% /4 0 , EO SFS Truss Components of Oregon (503)357-:,118 ••rARNI NCI•• AID 15.01. PA �!'f1\ S OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 ...Malabar" FURNISH THIS maINO TO Man ON S IN DIMMING! fir $Cel e = 5'Au OOIIrRI1C1OlS IICIJs)1116 TxE INSTALLlIK, /Ft. Trusses requi res care I n fabri cat, ' the,•cess m u on extreme rretsl ie"11 m "g' handl "g• sill pw ng. 1 ns<.0 1 ng and brace ng. Refer to and fa l ow +9676 P 4. TC LL 25.0 PSF REF R7175— 72824 ng Component Safety Informed on, by TPI and WTCA)for safes . to performs ng these fu«cl ons. I .tel I ars structural I safety soor. top mord hal I have proper,y attach. c tural�sheathi ng and dabory breel ng per el I . unl ass noted ,- ' /1 TC DL 10 0 PSF DATE 11/13/15 rleCgittl cel I 1 ng. «aG ons shown for permanent 1•oral r anti chord sMl l have a proper)y acescned .4 I O�� I s I ons B3, B] B4O, s•ppl l c•bl e. pool y pi etas to each facefwebs of trussandpow tl on as'hou" l BC DL L the Jai nt Detal 1 s, ass notal others)se. Refer to drawl nes 160A-z f peal<i on as shown show a W on 7.0 PSF DRW CAUSR7175 1537 7007 �1 Al pi ne, a dl vi al on of I TW Elul 1 dl ng C or standard p,aha poste ons. 1 /13/2015 drawl sspan»on croup 1 e. she,, not he rorPosib,.Por any 1pplatl«from this OREGON BC LL 0.0 PSF ng, any fel I ure to b,l I d iha Crus 1 n conformance 1 th ANSI/TPI ,, or for hand l 1 ng, .hl ppl ng, CA-ENG BFR/GWH AN IT'W COMPi1NY I rascal I atJ ;obi rap of[rusHs. "rel w 1 b elyyfor geed°p.a1 ,. a• drub I l yIndicateseuse of.,d.adr el sq fany anal uotu 1..I•the 9iQO n.xo.JO! G;� TOT.LD. 42.0 PSF 8351 RovaraCircle r••Pdo.1.1I IOp of the Ilul I d ti•••W of W e drawing for.,o, 1. Nv SEQN- 352427 hEl D..l mar per)1141/TPI ,sed.2. C D W. Sacramento,CA 95828 For more I nformati ons tni a ob's DUR.FAC. 1. 15 FROM BB ALPINE: .al pi nes cw.cam; TPI: general notes page and these web sues: tpi st.«g: .TCA: .seal nduscry.co. ICC: .I«safe.org Rdnew 1 d80/20,T SPACING 24.0" JREF- 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - FGE ) THIS DYYG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x3 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member deli gn. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding I oad one face, and 24.0" span on opposi te face. Top chord braci ng requi rements. must not be cut or notched. Provi de I ateral wi nd bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the Ioad applied per IRC-12 section 301.5. Iength tabulated for 2X4 studs of the same grade. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead Ioad is 2.00. Truss desi gned for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= iiii 4 1-- j II III —, 4 II 2-1-15 II ra a o 0 o _4_9-0-0 2X4(A1)= / 2X4(A1) -1-6-0--->i L- 5-6-0 J� 5-6-0 J r 11-0-0 Over Continuous Support R=161 PLF U=37 PLF W=11-0-0 RL=5/-5 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) EO PROF FT/RT=2%(0%)/4(0) 15.01. ► FS 6 Y: 1 OR/—/1/-/-/R/- _ Tmss Components of Oregon 503 357-:,118 ••WINI NGI••READ AND FOLIOS ALL NOTES DN THIS ORM NM �� t Y F� ego ) Scale 5"/Ft. 825 N 4th Ave,Cornelius O 97113 "I i0NTA1(r•• MINI SH 7X1$wan NN TO ALL COIRNAC ORS INCLwI NO THE IN MALLERS. 9 TC LL 25.0 PSF Trusses regal re extreme care 1 n fabrl cant eg, handl I ag, shi ppi ng, I nstal I I ng and bract ng. Refer to end fat 1 o. 18676 P REF R7175- 72825 the l a[est WI ti on or SCSI (BW tat n9 Component Safety I nrorwtl on, by TPI and 1/TCA)for safety pracni cos pri or /� to performi ng tees.'"loci"". I natal a ars Shall provi de temporary bract chord_ ;r TC DL 10.0 PSF DATE 11/12/15 Cop chore shat I have properly attached structural sheath) _ ng eget al I e pr pert y attach se, 1 gi a cal I Ing. Locate ons shown for permanent I atered reatnrgal andnt of webs all have bract a praperl y Satan (� 11 `� 1L�--1 sect,ons NS ai8or D1Q as app)I cab)e• ..et y pl ares to each race of truss and post tl on as show,'abbooyea n /- BC DL 7.0 PSF DRW CAUSR7175 15316034 A I I o the Al p1 eMa a vl.I 7, on or I lw Na al gerwl se.cq a p y CSFgr to craw ngs l sop-z forstandard ate pose nl ons. 1 /13/2015 drawl ng, any fel I are to bui I d the truss 1 n conformance'wi th"ANSI RPI b1.orpfori 16ivandl v ng,sh ppi ng an.er'"this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC AN IT W COMPANY i natal l etl on&bracing or trusses. ng« cover 9 "•N.20.ted° - "'••' on`"'drawl New 11.anN w.NOMIq, IICI mites A vOn, .N6_ TOT.LD. 42.0 PSF SEQN- 350967 amppnal b l 1111 eel N y for VM Owl gn moon. The W CONI l l h-w w ofv'�W•A" �1 ng 0*,. OnNI MNI r.I I. s 8351 ROvana Circle raspellal b I I ey of elle M 1 di n g Deal gner per ANSI TI 1 Soo.2. for.•�'•�•�•1•nna Sacramento,CA 95828 For more I nrormat,on see chis °W s DUR. FAC. 1. 15 FROM BB ALAI NE: mer.al pi net tw.cam: TPI: set.tel net. general notes page end these asp s1.ee: Renewal Date BI3D/'1Q'17 ors wru: sbelndustry.00m; "`, eese'e.erg SPACI NG 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -RI versi de Pin 2885 8 Roof -- VERIFY VERI FY, OR - HGE ) Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reduction factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding I oad one face, and 24.0" span on opposi te face. Top chord bracing requi rements. must not be cut or notched. Provi de I ateral wi nd bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. engineer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead Ioad is 2.00. Truss desi gned for unbal anced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= - 4 4 r-- ' 1-3-15 ////////////////// /\ 9-0 0 2X4(A1)= 2X4(A1) 1.5X4 III LE- -1-6-0- -1-6-0----1 L 3-0-0 _I_ 3-0-0 inc---6-0-0 Over Conti nuous Support --->1 R=186 PLF U=91 PLF W=6-0-0 RL=7/-7 PLF PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01. '/. � � , QTY: 1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••rARNINCI••Delo NO Ni.NOTES DD lies pmxt:I 825 N 4th Ave,Comelms OR 97113 "9 '• FURNISH THIS pw, ,ling ne T�,ng. Refer rirOG20 TC LL 25.0 PSF REF R7175- 72826 Trusses regal re extreme care I n fabrl esti ng, handl 1 _ the latest edition of SCSI (Bal 1 di ng Component Safety"I no, on, byTPI1 and CA)`Tor"Safety Prfe acClwcdisrp l a• • ��/A O" /� Performing these functions. InatalIers anal I 19676 TC DL 10.0 PSF top chord anuli naw proper) Pow temporary b mei g per i. M,.,a perry atter wise, r DATE 11/12/15 y at'natal s ural rnal do ng aha bottom mora sB l new a p55 noted I Y attached 1 :1:#",0,0,1' ligi d cel 1 i ng. Locate ons sl y a for permanent lateral restraint or webs seal 1 Mw bract rp install ad per SCSI / Ail O�� I a a ons D], DT or as app)l cab Apply pl r to to each race ori use and pose tl on as shown above and on I /- - / BC DL 7.0 PSF DRW CAUSR7175 15316046 L sec Jon nt Data)I s. ung mss noted otn•rnm se. Refer to drawl nes 160A-2 for standard PI ate post ti pts. p di 1 13/2015 1 drawl^9, divisione ai l ur of bhul II d tIhentrussComponents s I n cennfoorrma`annce wi to ANI I not SI/TPI61. orPfor'handling, shdpp; on from the a OREGON BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMR4NY I rascal 1 std on c brace ng of trusses. A seal•I"I this«'y'Oron the gas..'al°"°"'•aro a'•Neal no, INN e s«eeewe.e..et,le,...,a,,., TOT. LD. 42.0 PSF Q 350993 PI Maw,. The wtale I1 eel ng �� A,2o,1s� SE N- 8351 Rovana Circle r•tOalwl le I 1 b of the tAel 1 d ng Dal frier per NRI TI t Nae.1.end we W•drwli ng far any structure 1 e the .�� Sacramento,CA 95828 For more Information see the a ab,a OL p DUR. FAC. 1. 15 FROM BB ALPINE: raw.al p1 nee n.caw; TPI: est tpl nst. general notes page and these ICC: SIN a: ore` NTCA: spclndustry.com: "" ""•'•.are R•ILNMDate e1zonwT SPACI NG 24.0" JREF- 1VLK7175Z05 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERI FY, OR - HG ) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 pl f at 0.00 to 71 pl f at 3.00 Connectors i ngreen Iumber TC- From 71 plf at 3.00 to 71 plf at 6.00 (g) desi gned usi ng NDS/TPI reducti on factors. BC- From 7 pl f at 0.00 to 7 pl f at 6.00 BC- 170.34 I b Conc. Load at 2.06, 4.06 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RISK 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 Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease 1 oad applied per IRC-12 secti on 301.5. factor for dead load is 2.00. 4X5= 4 I— --1 4 war 1 1-3-15 1.5X4 III E +9-0-0 2X4(A1)E 2X4(A1) 3-0-0 >I< 3-0-0 )1 1.- 3-0-0 3-0-0 J l6-0-0 Over 2 Supports >I R=401 U=6 W=5.5" R=408 U=6 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave . - - e FT/RT=296(0%)/4(0) 15.01. f :' .1 ;(�� QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon 503)357-2118 •'9ARNINGI'•nrA0AImFail ALL NOTES m1 TNsmmin I �Yj 825 N 4th Ave,Cornelius OR 97113 •'IIPORTNIP• FURNISH TNI G.x111 NG T)ALL CONTRACTORS I NCLUDI NG TIN:I NMTALLERS. Gey oGIN . 3 TC LL 25.0 PSF REF R7175- 72827 Trusses regal a.screws urs.n rabrl tach ng, handl n ng, ani pp.ng, I natal I i ng and bred ng. Refer to are fol 1 ow the I ateet el an of SCSI (BUD 1 di ng Component safety I nrerwotl on, by TPI and NTCA)for safety practl cee prl a 19676 P TC DL 10.0 PSF DATE 11/12/15 to perform.ng these fla,cti ons. Instal I era anal l prow de cenpor•ry brae.ng per SCSI. Unl ass noted other.se. I — top chord shall neve properly attach.structural sheath.ng and bottom chord small neve a properly attach.] t1 pi d cal I Ing. Locau ons sheen for permanent I ateran rostral nt or webs snarl have brace,g I nstal I ed per BCSI �- . /I BC DL 7.0 PSF DRW CAUSR7175 15316036 A�1_ `[I N sect.ons B3, B]or unl as cotbr r e. y pl r to co each face cross aro post cl on as.loan above antl an IILJI�'7 I the Jon nt 3, Bi I s, 1 ass notetl nares{se, Refer toclrawl ngs 160A-2 for sca d po pi ate post ti shown Ai pi n., a di vi sl on of 1 TN Be.1 d.ng Component,Group Inc. shah I not be responsh IN e for any d.vi at.on from Ch1 s 1 /13/2015 BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY duet g:u py Pal e.moi`g°p°r 11 dsthe truss.n conformance wl tM1 ANSI/TPI i, or for Ha dl l ng, EMI ppl ng, OREGON — A..a eh WI.aw.l no or trusses a,.;P.G.I I..I no thin drool ng. I Ba antis woodbines of onkel owl awl mewl no 9 `..n.20,t9d° •� TOT. LD. 42.0 PSF SEQN- 350995 respond a 11 to.W a y for tl.MI on.Mac. Tn.cal two l l ty and 1 .of ted a drwl bp far any.aue[IIr.I a the O 8351 Rovana Circle r•.pemi a I I Ay of the Nes I a no a.l ver per ANN/TN I Sea.2. R j N w•H� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nrormatl on sea the s,1 oats general notes page antl these web s1 tns: ALPI NE: we.al pi nal tw.can; TPI: w .cp.nst,org; "TCA: www.sbcl country.non; ICC: Abb.I tonere.org Renewal Date 6130/2017 SPAC I NG 24.0" J RE F- 1 VLK7175Z05 (1115073--PARR FOREST GROVE -Riverside PIn 2885 B Roof -- VERIFY VERIFY, OR - EJG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g� Special loads 5) TC- (Lumberrom771rplfcatl-1.50 toate71 plfaat-11.85 Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. BC- From 4 pl f at -1.50 to 4 pl f at 0.00 120 mph wi nd, 18.39 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 nl. at 0.00 to7 pt f at 5.94 BC- 27.69 I b Conc. Load at 2.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 BC- 72.29 I b Conc. Load at 4.00 psf. Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead load is 2.00. R=77 a1-- 1.1 18-7-13 1- 0-11-5 4_18_0_0I 2X4(Al)'=---- Y LE-1-6-0-->-1-c---1-10-3 ›-< 4-1-1 ,l l5-11-4 Over 3 Supports R=259 U=31 W=5.5" R=75 PLT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) FT/RT=2%(O%)/4(0) 15.01. ► PROM-�s Truss Components of Oregon (503)357- 118 •�WARNt NCI•• t. OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 '•IIPORfMIf•• FURNISH nates MIMIC RUM NDTMs°N nits DIMING! G 1 N F SCeI e N .5"/Ft. Trusses repo;re extreme car.I n Pabrl tati ng, handl I Ash C0M g. nat INCLUDING NpJ1 nd bra i ng, Rat..' (�`,(� '7, TC LL 25.0 PSF OM l etest atll CI an of SCSI (BW 1 di ng, ahl ppl ng, I natal 11 ng and broel ng. Refer to anti fol ea 19575 P r REF R7175- 72828 to p1 atest ng Component Safety Information, by TPI and WTCA)for safety practl<es - ng thea.Pp o;cions. I natal I era cell or, r// /OF' TC DL 1 0.0 PSF top chord shoe I have pr<p.1 pg vi de temporary braes ng per SCSI. UM ass noted oiMrwl sax ..e .. .1 DATE 11/13/15 r y attached structural Mathl,g aro bottom chord shell have a properly attached — regetl cal 11ng. a aU ons sshown appl 1 cafor bl ap�Y"e"`I sterol rostral nc oP webs shoe 1 have bract,g I In411 ad per SCSI .4�I �� I a Ions a9. e] s bPl y p1 etas co each face or truss antl poll c1 on as shown above a.ontalk 4/ the "` I s• un ey noted other.se. Refer to Eras, ,gpl,_Z for stager,pl ate,.tl ons. BC DL 7.0 PSF DRW CAUSR7175 15317008 Al PI M, a EI vl sl on of 1 TR But l dl ng Components Group 1 no, shall not be response IP a for any dove ate on from the s 1 1 3/21115 BC LL drawing, any Pallor.to build the truss In<dnformance with ANSI/TPI 1, or for handling, shipping. OREGON 0.0 PSF CA-ENG BFR/GWH AN ITW COMR4NY I noel I ace on.11a.„1 brace ng eP crueses. AAAa w w I1NN•s el no.t th aecorer a.n r m 'l a �l I l I^an ones••••,tandr..w».«.I teal .n„neer'no �O �" TOT. LD. 42.0 PSF b and a.. aa.drawl ng far '9 " so,1a SEAN- 352417 — 8351 Rovaca Circle r..pm1.1 e l l ty of an.Bal I dl ng geol pl.r per MSI Rol I See.2. any• •I•eh. Sacramento,CA 95828 For more I nformati on see ani a ob'a C D W. DUR.FAC. 1. 15 FROM BB ALPINE: www.al pl nal M,con; TPI: www n t general notes Page and these web slaves: .tpi nst.ore: .TCA: wwer.sbcl,pastry.coat ICC: .1 c<safe.org Renewal Data 8130N2017 SPACI NG 24.0" JREF- 1VLK7175Z05 (1115073--PARR FOREST GROVE -Riverside PIn 2885 B Roof -- VERIFY VERIFY, OR - EJ1) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on factors. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wend loads and reacti ons based on MWFRS with additional C&C member desi gn. applied per IRC-12 recti on 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. 19-3-13 4 f— R=109 U=10 1 W, 1-7-5 J +.18-0-0 —/------ 2X4(A1) LE-1-6-0 >1..c 3-10-3 1 2-1-1--->-I f5-11-4 Over 3 Supports >1 R=323 U=10 W=5.5" RL=35 R=82 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15 01 , D PRpF�s� Truss Components of Oregon 1503)357-'..118 ••NARNI WI•• 825N4thAve,CorneliusOR97113 ••e1P6RfAtm• FlIIe11ENTN�1�s0 OI McT�eALL eRNOTES ON 6�ISatt6WlN071EI16TALLEIQ. �Ca1NFl�' OR/-/1/-/-/R/- Scale =.511/Ft. Trusses redid re extreme care in fabricating, ha.II TC LL 25.0 PSF REF R7175- 72829 the I acest add ti me of SCSI (Bud 1 di ng, and PPI ng, 1 natal 11 ng ani bract ng. Refer[o.,w fol I ow 19675 P • Z to I atesml n9 Component Safety I o temporary on, by TPI and MICA)for safer I , — =h..e f,SCSI ons. I natal Lra,hal I Y Pratte=.> or n TC DL 10 0 PSF DATE Air top chord shall have proper) pnha th=e ndaby tomecho per SCSIlIe a ass prey attach me 11/13/15 rl gi d cal 11 y attached structural sheathe ng and bottom chord shad 1 have a pronati y attached ng. a ate ant shown for permanent 1 iteral ter=ra{mar webs shall have bract ng 1 natal l ed per SCSI A rI ,1-\11 N I >ec=1 ins g3. ai unl snot I cab)e. e. Y PI arena to. e a or> > �- i BC D L 1 700s 111ttff..l„==1JJI the Jon nt 3, B 1 a. I ass ed se..e. >A parer to ei each truss and post CI on. show,above and on 7 0 PSF DRW CAUSR7175 531 Al pi nen a di vi al on of ITN Bul 1 dl she I6not f =andard plat.noel CI one. 1 1 13/2015 ng truss nacos Groan I p� shall not be ror forlhan for any devletlon from this BC LL 0.0 PSF CA-ENG BFR/GWH timet l Io. any rad I Drool Co but 1 d the cru>a 1 n conformance i Ch ANSI RPI t, or for handl I ng, sill poi ng, OREGON AN ITW COMPANY i meal r as on a Drag np or trusses. • Ar ooh an the•dr Si yng ar tumor tun.deal gn II I sting thi•M to l ng. i ). Sates at .,gN of OrffMNl onal IN*I r.I S n5 �O TOT.LD. 42.0 PSF ty fhl.w..I 9 n,zo.10 SEAN- 352419 8351 Roma Circle raPmul a I I ty of the fo I a n0 Dealargrow par ANSI/TPI 7 Sae.2. ng roe aro•f sletnr•I•eM a H�j Sacramento,CA 95828 For more i nformatl on the a ob'> W DUR. FAC. 1. 15 FROM BB ALPI NE: ,al pd mel tw.tom: TPI: J general notes Pape any these woo slime: .cw n>c.arp; wrcA: waw,.>Dei ndn>vy.aim: ICC: .d aP>,r..ata Renewal Date 6/30/1017 SPACING 24.0" JREF- 1VLK7175Z05 (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - X) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g)( ) 120 mph wind, 19.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) 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. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wind I oads and reacts 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 live Ri ght end verti cal not exposed to wi nd pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 1.5X4 III 1 • - _:..iiiiiiiiiiiiiiiillil 2-3-11 II1 2.-7.41.7-.11 Ji �18-0-0 1.5X4 III 2X4(A1) LE--1-6-0- -1 I"' 5-8-82"12 '' 1 k5-11-4 Over 2 Supports R=386 U=13 W=5.5" R=232 U=14 RL=49 PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) •FT/RT=2%(0%)/4(0) 15.01. ' 0 PRgFFs OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357=-118 •'WARN'NGI'•READ MD Fgygg AU.KITES a1 no s mom �J 825 N 4th Ave,Cornelius OR 97113 ..tramANr'• eN TNI s Na,o ALL eR:trauma,NE I N6TALLENS 00(N FF Q TC LL Trusses regal re extre.e care i n fahrl cath ng, handl 1 ng, sh i ppi ng, I natal I I ng and brawl ng. Refer to and rut I or 25.0 PSF REF R7175- 72830 the I•test edl ti on of rocs' out 1 di ng Cx.ponent Safety I nrarmatl on, by WI and WTCA)for safety precti cos pr1 or , 19675 P 9 /� perform g these fundi ens. I natal I.re anal I pow de is war.ry brash ng per SCSI. UN awe natal atn.rn se, f TC DL 10.0 PSF DATE 11/13/15 top chord shedI have properly attach.structural sheathing and bottom chord s.I1 have a properly attached /I rl�etl cm l l,g. Louts ons shown for permanent I a4ral a ai M of webs shall have bract .4�� s I ons 133, In or 13110, as appl I cab,e. as 1,5411 per d Ont 7.0 PSF Appl Y pi etas 4 each roc.of Cruces and pool ti on as shwa,above and /- BC DL DRW CAUSR7175 15317010 L1 ' clre Joi.nt...,:::41 s, 1 eas rated Mrwl se. Refer 4 tlraM:asp.,isOA_Z for sta.ertl pl ata posh cl ons. � AI pi no. si on of ITN I d I a1 q usspan.con conformance Inc. the11 not 1 For for h.For any l ppi act on From thl 1 /13/2015 BC L L D.0 PSF CA-ENG BFR/GWH anti,I on Fal 1 are to WI i d CM cruse i n eonformancs vel St ANSI RPI 1, or Far handl I,g, chi ppi,g, /� OREGON AN ITW COMPANY i natal I as m a brae),q of trusses. Y, meal A.. wbilllby drag U,. w I'e„;:"0:'.,,*eel e.waPi I NM est.~••Ninth.e of f5(. ianel Anil 1'i GO �� TOT.LD. 42.0 PSF SEAN- 352421 a andwdrtiesdr.a, 9/Q 1.20.19 8351 ROvana Circe reepmlm bi I I b of the aW 1 el ng DNI finer per ANSI/ow 1 LA.2. far•�' '" ' Sacramento,CA 95e2e Far more,nfar.mti an wee thi a ob.a O1.co W.N DUR.FAC. 1. 15 FROM BB ALPINE: www.el pi nes tw.tom; TPI: www J general page and close web s1 .tw 1st.ore; NRA: .sbcd,Mustry.tom ICC: weve.l ocsafe.org Renewal Date 6/80/2017 SPACI NG 24.0" JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERT FY VERT FY, OR - X1) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Right end verti cal not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead Ioad i s 2.00. 1.5X4 III ax-- P 2-3-11 LI' 1 gt 4_18-0-0 i 2X4(A1)= 1.5X410 I 5-8-82 271 Ic 5-11-4 Over 2 Supports R=254 U=1 R=251 U=16 RL=39 PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) a PReF FT/RT=2%(0%)/4(0) 15.01. t FS+„ OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon 1503)357-2118 ••WMNI NGI••READ AND RUM ALL monis ON TNS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••IIPDRfANr•• FlMNSR TITS DRAPING To ALL CONTRACTORS INCLUDING TIE IMtTALLERS. �` aG 1NF� 0 TC LL 25.0 PSF the Trusses regal re extreme car.I n Sabre cat,ng, liana I ng. ani ppl ng I natal I I ng and Drool ng. Refer to a.d fol I ow REF R7175— 72831 to I atest eye.on or ecsl (gut I CI ng Conponent Safety I nforwrou on. by CPI and.TCA)for sarety prep.tris pri or , 19575 P Performs ng I have fu,atl ore. l ache l ata Mel l Dravi da ng a.abo Eraci ng per al I . e ager peri,attache e., r TC D L 1 0.0 PSF DATE 11/13/15 top chord spall taw properly attached natal structural 'nostril to and bottom bra CnotC stall have a propat.attectetl I•I l rwi cl tl cal 1 i ng. Locate ons sipsr,for permanent 1 sterol testral rK of webs sial I have brat!n9 1 natal l M per BC51 A I�l 0 N I .ons 83, W or BTo, as eppl I Dahl Apply pl acts do want face or cruse and post.do as slaw ahoye wa an /- % BC DL 7.0 PSF DRW CAUSR7175 1537 7011 O the Jon nt Decal 1 s, 1310 ass,appy cablotherwl ser. Refer to howl ngs ace of fon spa.rd poipi ate post ti ons. Al pe nee a dl vi sl on of ITN Bpi I dl ng CI,yp,ents Group Inc. shat 1 not w r 1 /13/2015 BC LL 0.0 PSF CA—ENG BFR/GWH drawl rig. any Sal I ure to bus I d the truss I n conformance wl th ANSI/TPI 1, o sl handl 1I for sn PPi ng on from thea OREGON AN ITW COMROINY I petal I a.on c brace ng of trusses. • Aroopossi...I on Ol..mu IN y far.f.o o of Ono.Mq.ii se/nO Chi•Wool no. Indcotes sompesIloo of pr.h..len, .wgion.png 9 '�•n.2o,lad° y TOT.LD. 42.0 PSF SEQN- 352423 8351 Rovana Circle f•Avarw w 1 a Reil I a DulNW l ohs. �•"y eW 1I h.n.w of w.erase eq for.Ie,.wee,,..I s ON �O a��' no finer Per NISI/MI 'seer:' L CUR. FAC. 1. 15 FROM BB — Sacramento,CA 95828 Dor more l nfortmti on sae phi a J ob.s general notes col teth ALPINE: awe.el pi tel d.can; TPI: vmv P•9•a.mese web sinaes: . e org: Nr CA: www.sbci ndustry.cum; I cc: ,I ccsafe,org Renewal Date 6/30/2017 SPACING 24.0" J RE F- 1 VLK7175Z05 ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - I GE ) TNI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x3 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposi te face. Top chord may See DWGSnequlreA12015encs. 14, GBLLETIN1014, & GABRST101014 for gable wind be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. bracing requirements. No knots or other I umber defects allowed within 12" of notches. Do not Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detail s or per notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive length tabulated for 2X4 studs of the same grade. I Dad applied per IRC-12 secti on 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. 1.5X401 1.5X4 III 4 r-- i 1-7-15 0�— r ' , �-9 0-0 If 2X4(Al)= 1. 5 411 1.5X4 III 3-10-8 Over Continuous Support r- R=127 PLF U=57 PLF W=3-10-8 RL=27 PLF PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) p PRO FT/RT=2%(0%)/4(0) 15.01. P • . - fiFs*66, : 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-:118 "WMNI MGI ee NEAo AO F011012 ALL NOTES ON 7)g s SNM MI G I.E $Cal e 825 N 4th Ave,Cornelius OK 97113 esINPOR ANree MINIM SN TIN s ONaw NS m ALL =•5"/Ft. Trusses requi re ext,.•e care i n Pebrl cwtl CONTRACTORS inst l ng nre INSTALLERS..9. hesrTC LL 25.0 PSF [M 1.test etll el on of BCSI (BW 1 di "g• hO"dl �• awl ppi,.g, 1 rretal 11 rg erW brael,g. R.Per to antl{ol 1 aw 19575 P �A' Z REF R7175— 72832 to PI atestlng i Component Safety I nforati on, by TPI and p.aTCA)for safetyotedcti ces ort or Ig these funccl ahs. Instal 1 era O.1 Provi de eqtemporarybe braci ng per SCSI. Ud ess noted r,„, top chord.halI have properly attached structural sheatmataa., TC DL 10 0 PSF DATE 11/12/15 ri gitl eel ling. Locations shown for ng and bottom chord shell have a Properly attached .4�� I sects ons B3, B7 or B10, permanent I l stern' oeeachi ft a feta shat 1 have ti onl I horn i bo Per SCSI BC DL as howl'care.. anent pfar tO todr each face of truss and ave brae as swan endoe and on 7.0 PSF DRW CAUSR7175 15316031 the Jos n!Detel I s, wd ems rested oiherM se. R.P.r w drawl ngs lBd1_Z for gta,wrtl Pn.w pose ea a„s. 1 /13/2015 M pi nil, a dl vl si on of I Ta gun ding Cospo,uncs Gr 1 nc. shall OREGON BC L L dram l I any fah 1 ore to but 1 d the truss 1 n conformance vW Ih ANSI/TPI bi,rorfori handl 1 ngg";htlPPl ng on from till h O.0 PSF CA-ENG CWC/CWC AN ITW COMRA1NY a natal 1 ata on&brew ng of trusses. a Ar.y,•.wMiieyw.rilmiti isf'rt:"d••°';,•; ,:";:'.1;�I�I Ing«....«.ob.lb...profess!anal enol,1..,•Ia, 9.i„4In.20,iad° , TOT. LD. 42.0 PSF SEQN- 350987 8351 Rovana Circle r•ieeal bill ey of the NW I al no Bal ever per ANSI/TPI I See. .end w«w•drawl no for a'D'•blietury I•the O`O s N Sacramento,CA 95828 For more,nformata on see till a oh'a DUR. FAC. 1. 15 FROM BB ALPINE: parr.al PI del ors cam; TPI: J general notes page and tirese web slwhees: wee.tai nsq erg; arcA: a„":sboi"d,"`ry,on.: ICC: .i caghPe.erg Renewal Date 8/30/2017 SPACING 24.0" J RE F- 1 VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - I Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) a120 nywhew reinnd, roof,ORISK CATmean II, EXPASCE B, wind TCLDLE6 .0 psf,Lowinded BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member factors. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total I oad. Creep i ncrease factor for dead I oad i S 2.00. 1.5X4 III 4r-- i 1-7-15 --ddIIIIIIIIIIIIIII II 0-4-7 L i -- JJ 4_9-0-0 2X4(A1) 1.5X4111 r 3-8-12 1'12 11 o*3-10-8 Over 2 Supports ->i R=170 R=159 U=3 RL=21 PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) , 3 PROPl e. FT/RT=2%(0%)/4(0) 15.01. ' a '61p. : 2 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357=-118 ••IVARNI NCI••READ AND 825 N 4th Ave,Cornelius OR 9711308"�ions at THIS BNANI NGI Gj ••iarcerANt•• NNW THIS DIMINe to AI.`weever=memos ne INBmuirs. TC LL 25.0 PSF C9� Trusses`ay"`re extreme care'^f•brl esti^9. handl I n9• abl pP1 rq, i nate 1 i ng and brae)n9. Refer to and fol Ice 19575 P v� Z REF R7175- 72833 — Che I°test ed1 ti en of SCSI (But 1 OI ng Component Safety I nformetl on by TPI and WIG)for safety practl css prl or to Perform.ng these/anti ons. Installers shat I prowl de telporarY brace ng Per BCSI. Unl ess noted other.,a., COD chord anal I have proper, r,,,„ TC DL 10.0 PSF DATE 11/12/15 ri 91d eelll Y attechetl ...Id ng a.bottom chortl shell haw°ProparlY attach.ng. Locate ons shown for permanent I sterol restraint of webs shall haw bract ng I natal I ed per BCSI / BC DL 7.0 PSF DRW CAUSR7175 15316030 .4 EL OJ`0 N I sect ons B3. B7 or 810, as apps 1 cable. Apply plates to each to a of truss and post ti on as a no,antl on L the Jul nt UaDecal 1 s. ay ass stothe M sa q.f.r to draw ngs,SpA-z fo atwW.rtl pl.t.po.i CI tl on ons. 1 /13/201 5 AI PI ne, a tll vi si on of ITN Bnl 1 dl ng Components Group Inc. shat 1 not be r sponse bl a for any d•vl ate on from UN s OREGON BC LL 0.0 PSF drawl ng, any fel I ure to bui I d the truss I n conformance wi th ANSI/TPI 1. or for handl I n9, sPPI ng, CA—ENG CWC/CWC he AN ITW COMPANY I natal I ate on A brace ng of trusses. A.n ww ltye W n9 en the° ,..°'0'""'"0 we aremIng. Inelaeta eeemybrlme of prmheel8881 1 e•A•20.+99° �J TOT. LD. 42.0 PSF SEAN- 350984 raapy,al bl I I h of t e Nut I dl pa els.. The 1 1 I I 1 ey end w of till.drawl ng for alD`.f+'w'4,r la the OC/1i W. N _ 8351 Sacramento, C 9582ng ion per hi s J PI ,Soo2. �/ DUR. FAC. 1. 15 FROM BB cle Sacramento,CA 95828 For more I nrormau«,see the s J m•s general notes ALPINE: waw.al pl nee tw.ccm; TPI: weer.tp1 nst.ors: RCA: www,sbc1�`i.M,s these Mob sI Vis: Renewal Date 8/3012017 SPACING 24.0" JREF- 1VLK7175Z05 y'""` "`' "`°°'•'org , ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - K ) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g)g Bot chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4,2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member factors, deli gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor for dead load is 2.00. 1.5X4 III 4 1 0-11-15 III1.59-0-0 X4 III 2X4(A1) L--1-6-0—eJ -1-10-4--z 2-0-0Over 2 Supports r 1 R=259 U=15 W=5.5" R=32 U=4 PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01. ' + ' ' F QTy:6 OR/-/1/-/_/R/_ __ Truss Components of Oregon 1503)357-:118 ••11AR111 NGI••REPO an FOLLOW lLLl NOTES n% 0%) 825 N 4th Ave,Cornelius OR 97113 .,I icor n ir• FURNISH TNI s DRAWING TO ALL INCLUDING TIC,aRAU oa. a dG I N F DRAM Scale 5"/Ft. Trusses requl re extreme car.I n Tmbri catl,g, ha,Ml 1„p, yhl ppl ng ,nstalll ng antl bract ng. Rorer to and r<„ow / �O TC LL 25.0 PSF REF R7175— 72834 the 1...1st sal ti on of DM (BW I al,g Component Safety 1 nformati on, by TPI antl PrtCA)for Safety Poach cos prl<r f: 19675 P �� Z "gc p.rrorml p these funoti oM. I into,I era aha1 1 Prowl a twiporary bract ng Per SCSI. Ilnl.as—,-`,-',<tl,.r„,., TC D L 10.0 PSF 1 cal c:tl shall Mve proP.rl y att.dbE structural aM.tM ng aM bottoa clgrtl sMl l haveu"."Propsat4chey •„�1 DATE 11/12/15 ng. Lacerti oro shovel for permananc 1 ataoal ocatral M of webs shall have bract ng 1 natal I.per SCSI / A L7 PliN IP.I seccl ons 83, ai or unl as atPl I cebl e, e. y p,etas to each face of for post ti on as l ti cm above and on �- � II`1 I� the Jo+^t Uaails. rnl ss nocw ocMrwi s., kers ca areal,gy tsoq_Z Far SCa,Wartl P,ate Paal ti any. BC DL 7.0 PSF DRW CAUSR7175 15316043 Al pl n., a di vi sl on of 1 TPI Buil di ng Components Group Inc. aMl 1 not M responsi bl a for any deal ail on from thl s 1 /13/2015 BC LL AN ITW C.OMRANY Ions s'Igjatlonn 8abraci,g of t usseM truss in conformance.,t„ANSI/101 ,, or for handl Shippl,g, OREGON 0.0 PSF CA-ENG CWC/CWC A C rr Si l tin ley.l y°:the,ym°'0�'",,`�'."0 Teo w,^?; INN tl1 amRam««oe.B...►FTKaMI ellal amp noon "bs. TOT.LD. 42.0 PSF Q 350991 h and two a wm growing for r menaaalfm I•vl. 91Q �•29,19 , SE N- 8351 Rovana Circle ^••P°"N M 11 h M t/l.Dull a ng DON pro per N41/IPI t Soo.1;. O` Sacramento,CA 95828 For more I nformati on see thi •a ,N�' DUR. FAC. 1. 15 FROM BB ALPI PIE: ewe.al pl nal tw.cont TN: Sin general notespage ono these web sl ces: were.tPi nyt.erg: Prtca: wwwba,ntlratry.one: ICC: ,,,�""'oaa.T..org Renewal Date 8190/2017 SPACING 24.0" JREF- 1VLK7175Z05 ( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERT FY, OR - J ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. 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 Ii ye Defl ecti on meets L/360 I i ye and L/240 total I oad. Creep i ncrease I oad applied per IRC-12 section 301.5. factor for dead load is 2.00. 1. 5X4 Ill 4r-- I 1-7I-15 • V 1.5X4 III 2X4(A1) 3-10-4 'n2 H4-0-0 Over 2 Supports -->1 R=316 U=1 W=5.5" RL=30 R=137 U=1 PLT TYP. Wave Desi gn Crit: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.01. ' -+••' ' Inns Components of Oregon (503)357-:.118 **WARNING!**READ MC FOLLOW AU.Ne ES an n„5 calmna l �; QTY:4 OR/-/1/-/-/R/- Scale 5°/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I lr6rtrwm• FURNISH n„s DRAWING m CONTRACTORS INCLUDING TxE INSTALLERS. ��yA oG I N F� i TC LL Trusses reg"l re extreme`ere In f.ricateng, ha.11 25.0 PSF REF R7175— 72835 iM 1 etas[aae it an of SCSI (BW 1 di ng ^9• ahl bpi ng, I,g[el l l ng and brae)n9. Refer eo and roe 1 aw to Performs natal ers.8 1 Prov Information, by TPI ape erCS1 for safety Prectlnes Pre. 19575P g 1 have runny ens. l ach l ars ctu 1 Prov"de imam abo tome ng Per al I . e eps per!y atM.m w., �" �. TC DL 10.0 PSF DATE 11/12/15 lop chord shal I Locet�ons s'IlowntMtl structural sMathl,g end bottom chord sM11 have a Propxly ettechad l�IAdlhbhrligiid cad 11 for permanent I ateral rests.nt of webs shall have bred / A 1�U 1J N I s 1 ons 63, al or 910, as appnoted 1 cape.. Nppl y aces to wenn race truss aM po 1 natal I W per BCS! BC DL 7.0 PSF the l of s Decal l s, B1 mss rei.d o[Mr.e se. Refer es to boss t1 on as shown above end o" �� % DRW CAUSR7175 15316033 Al PI M, a dl vi sl on of 1 TW&,1 I dl n9 Components Gr "gs 160A-Z for standard PI eta pogl[i ons. drawl ng, any fel 1 urs to Ind 1 d the truss I n conformance'wl C ARSM1p'SI not b1,rorr for'h ndl I for ani ng on foam the. 1 /13/2015 BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY instal 1 as on a brans ng of tresses. OREGON . Ar...i on this ey nn .,,t ,-peg. listing thin.1�"'e sng. ,apes..«dwe«e.s►prof•.inlr, •npn..r, "1TOT. LD. 42.0 PSF Q 350989 h.1d w or nx.drawl 'p '9� n•20,10° G SE N- 8351 Rovana Circle rowan.1 el I ley ee the to!ding D..,design per NON/TPI eul 1 200.2. "g far any sena e I•the 0` Sacramento,CA 95828 Far more,nfermetl an see Nle,eb•a general .Ie . W,Nv DUR.FAC. 1. 15 FROM BB --,y ALP!NE: www,el pi rel to.nom; TPI: www,ipl not. a page any these wap si les: org; wru: www.abni,maevy.corn: ICC: wew.1 users.erg Renewal Data 613082017 SPACI NG 24.D,1 JREF- 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - SJ1) Top chord 2x4 DF-L #2(g) 120 mph wind, 18.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Connectors i n reen lumber DL=4.2 psf. 9 (g) designed using NDS/TPI reducti on factors. 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 load desi gn. 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 load is 2.00. 4 1 R=50 U=5 11 18-7-13 7— 0-11-51I milli:-2 4_18-0-0 V lor— R=28 2X4(A1) LE--1-10-3_ 1-11-4 Over 3 Supports 'I R=86 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) gO PROF. FT/RT=2%(0%)/4(0) 15.01. ►. ff1 'fi &AI, OR/-/1/-/-/R/- Scale =.5"/Ft. NM1 Truss Components of Oregon (503)357=-118 •' NI NGI••READ No rmtDI NNoyes 0I4 nos mom "I ST" FUR/IIRII nos wlAU.m =JAN s aRR To AU. 1 n TRE I RsrN mss, (? N CF4B TC LL 25.0 PSF Trusses 6-aqui re.atr.me care b n Perl cal, , handl ng, em p�,�, l n.L.I I l ng and brae)ng. Refer to a.fol 1 ow REF R7175— 72836 825 N 4tlr Ave,Cornelius OR 97113 19575 P _ the 1.t.at edi CI e„of SCSI c.ul 1 di,.g Component Safety I nrormati on, by TPI and RTC/0 for safety pr.es c.>pr,or TC D L 10.0 PSF /� to parrorml g these Punts ons. I natal I era>nal I provl de temporary braes ng per SCSI. Ilnl ecs noted otherwl se. �' DATE 11/13/15 [op chord shall have properly attached structural sheathi ng a.bottom chord shall naw a properly attached /- j SeI«i«s e3�9T Lor°Caio�>>stoner, 1 for e.r..ant l abr.l r.sval t ef webs shah I have brad ng i natal 1 ed per KM BC DL 7. ,4 n ��^ I I M w r w ate>ca each roee truss am pose a on as snag oboe*aha a I /13/2015 0 PSF DRW CAUSR7175 15317012 I \f the Jos nc Dotal 1 s, unl ass noted othererl se. Refer co draw ngs 160A-Z for standard pi ate pose ti ons. Al p,no. a di vI sl on of I TV/IRO I d,hg Canpo„ants group I no. shah I not be re'pcns,b,'.for any devl ati on from thl a OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl,g, any Pal l ure co bus 1 d the cruse 1 n conformance wi th ANSI/TPI 1, or for handl 1 ng, shl poi ng AN ITW COMPANY 1 natal h ati on&bract ng of trusses. AA••wl o:l lNtp:7 or�... 'I1ot.1 T e�1^oi lnr ew. t.au.«wr nr..ly.i .NRI no r• Ro" 20,+9 Ofd;, TOT.LD. 42.0 PSF SEQN— 352408 8351 Rovana Circle r••p.,.1 a I 1 er of oho O.d 1 a D..Ib•,,.,h.•...or•tlr..ng r•r,.q•ta•wtur•1•v,e L n. grew per ANSI 1 :. DUR.FAC. 1. 15 FROM BB Sacramento,CA 95818 For more 1 nrorm.a on see chis 3 ob•s general notes ALPI NE: www.al pi neI tw.comm rPl: www c c verge and chase web sl*w•s: Ro0Nwd Date 8/3012017 qhs.org; aTCA: www.sbdndusiry.cam; ICC: .Iccsah.org SPACING 24.0" JREF— 1VLK7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERT FY, OR - SJ2) Top chord 2x4 DF-L #2(g) 120 mph wind, 18.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Connectors i ngreen Iumber DL=4.2 psf. (g) desi gned usi ng NDS/TPI reducti on factors. 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 I oad desi gn. applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 Iive and L/240 total 1 oad. Creep increase factor for dead I oad i s 2.00. ' R=102 11=13 4 1— g +19-3-13 1 1-7-5 =� R=72 U=5 18-0-0 2X4(A1) —1-11-4 >I< 2-0-7—a.I 1. 3-10-3 Over 3 Supports R=126 W=5.5" RL=25 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) EO PROF FT/RT=2%(0%)/4(0) 15.O1. ', ffj f SS%01, OR/-/1/-/-/R/_ Scale =.5"/Ft. Truss Components of Oregon 1503)357=-118 •'NARNI MI••RAID No ANION/ati NOUS p�DP s mai to 825 N 4th Ave,Cornelius OR 9 13 em,SON•' Foss SR TM s MMHG m AU.uxtt8lCTORS I mmol NS THE I MALLERS. O N 1 CFith 9 TC LL 25,0 PSF Trusses repel re extreme e.re i n Tab,eat ng. handl I,g, sh1 pp1 ng, ,mtN,,hg and era.,ng. Refer to aro fol I ow 19575 P REF R7175— 72837 the Iatest.I t1 on of BCSI (BeiI„I Component safety Iorormmt,on, By IPI and RICA) for safety practices pr,or r TC DL 1 0.0 PSF � ,performs ng these rained ans. I natal I era,hal I Prov,de temporary bats ng per BC51. Ud ess noted otherwl se. �' DATE 11/13/15 top chord NutI have properly attached structural sheath ng and bottom chord analI have a proper)y attach. �-. sept.tN I I ng. peat,one shown far permanent I.t.ra1 r.atr.,sot of mobs sn.11 have nraci,g„,st.11.per BC61 ..- 46\ BC DL 7.0 PSF .4�� I s I ons Ba, 87 or Bt O, as app)I uhf App1 y p1 etas to each face or truss ala pons t,on as snow„above a.on DRW CAUSR7175 15317013 T: %,....,7_,sot 0eie1 I s, un,ess noted ocher.se. Refer to drawl sops 16011-2 for sta.ard p1 ate pos,t,ons. 1 /13/2015 I , a d,vi si on of,W I d I d, cows conformance 1 nwi sop:. I rpt »"o'r' 01. ny de.1 at1 p„from th,s OREGON BC LL 0.0 PSF CA-ENG BFR/GWH crawl ng, any ra,I urs w WI I d the truss,n eo,.rormanee N to ANSI/rPl t, or Tor nmo1.1".', sn,pp,,g, AN ITw compsnY I unto)I ati on a Orae,ng or trusses. A..N .n nII.d9.x ewer nom I,NUr B•,,*.B, ,,,, 9�"+n,20,191 ♦ TOT. LD. 42,0 PSF SEAN- 352410 0 M 11 q Pel N Y far tM tlaal , nu. 71ra aW lab)i l N pr'afapal Oral asp btaarl nB O`B e 8351 Rovana Circle r•'n°"'I a„q or tdr!N 1 N ng INN RAN. .2 er Ohl a ar.N sop fpr anY aertran..a I s trati °K NISI API 1 N.R.2. DUR,FAC. 1. 15 FROM BB Sacramento,CA 95828 For more,nrormati on sae th1 s J WV s general ALPINE: .aw.a1 N reel ca.eom; TPI: wow.tp nat. notes page a.these sae s1 tea: R000WaI late 6 /2017 _ org; IrrCp: wow.ahel rqustry.tom; ICC: wwlrJ ccseh.org SPACING 24.0” JREF- 1VLK7175Z05 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - SJ3) Top chord 2x4 DF-L #2(g) 120 mph wind, 18.68 ft mean hot, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Connectors i n rear lumber DL=4.2 psf. 9 (g) designed using NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MY/FRS wi th addi ti onal C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad desi gn. applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. R=46 U=5 4 �— �L' 18-7-13 ___L__ 0-11-5 0-5- EDI UTil R=22 2X4(A1)im- L--1-6-15—es 1-8-0 Over 3 Supports r -i R=72 W=2.25" PLT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) • _ _ Truss Components of Oregon ((503))357-1.118 ••um�INCI••, NO FT/RT=2%(0%)/4(0)ON THIS 0 15.01. j lb�ps OR/-/1/-/-/R/- Scale =.5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I U'OR NITT• FURNISH THIS CRANING TO ALL CONTRACTORS I NCLUDI Nt THE I NSTAUJIRS, G�5 �G I N F , �O TC LL 25.0 PSF Trusses rebid re extreme care I n raDrl Carl ng. handl I ng. .1 pill g. Instal 11 ng a.Drool ng. Refer t°and fol I oa REF R7175— 72838 _ the I atest sial ti on of SCSI (6.1 di,g Component safety 1 nformetl on, D TPI and RICA 19575 P 9 /� to performing these functl ens. I natal I ore 311.11 provi de temporary bre..en Per SCSI.for safety ted oCns"e.. i' TC DL 10.0 PSF DATE 11/13/15 top chord shad I have properly attached structural shaaehl ng a.bottom chord shad I have. proper!y rl g1 d cel 11 ng. aro`ati ons shown for permanent I steel rostral ha of.sibs shall have brad ng 1 natal l etl`per 6CSI / /' .4 n )�^ •"`°"` as°pP" Am'y area to each f.<•°f truss peal t1 an as shown above on ,- _ BC DL 7.0 PSF DRW CAUSR7175 15317014 l� I v :-- 7 rhe Jod nt Detei 1 s, tab ass noted other.se. Refer to drawl rgs 160A-Z for atomic,'p1 ate post t1 ons. , Al pi net a d1 vi s1 on of 1 Lit,Iw11 dl ng Cadpweents:roto,1 n:. .hal 1 not 17 roorzsri bl•far any clavi ati on from Chia 1 1 13/2015 BC LL 0.0 PSF CA-ENG BFR/GWH AN ITW era.ng, any fab I ire to but I tl the crus.I n eonPormancs.M ANSI/TPI 1, or for heMl I ng, Ohl Poi ng, OREGON COMPANY 1 natal l Nei on A brach ng of trusses. drawl or A...I n 1�1'II.mol M'yprx trionoo.page dl••Yn III:."0 T�i.`.hl�i s"I.a i I I ler e•w••e•vuhlm•of yrerau meal •hlp en.r1 ro `fin.20,19� TOT.LD. 42.0 PSF 9SEQN— 352413 8351 Rovana Circle manorial bI 1 1 b of the Nig I ua ng Cosignerb•nd w of W••grant 110 far any~actors I•I.the O ill.Job' I fix' L • W e N� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nrarmati on see Ch1 s J obi s general notes ALPINE: www.al pi nal to.con; TPI: www page and thaw web s1 ies: ba rat.oro: RICA: wen,s�i hwustry.coal; ICC: awe I«safe.erg Renewal Date 6130/2017 SPAC I NG 24.0" J RE F- 1 VLK7175Z05 Tis DNG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VER!FY VERT FY, OR - SJ4) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Connectors i n ream lumber DL=4.2 psf. 9 (g) designed using NDS/TPI reducti on factors. 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 I oad desi gn. applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. R=100 U=13 1 4 1119-3-13 1-7-3 0-4-14 1141U11111111 7— `�� +18-0-3 2X4(Al) R=60 U=5 L--1-8-0 >c 2-0-7--0.1 k3-6-15 Over 3 Supports R=117 RL=23 PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) Truss Components of Oregon 503)357-1.118 **WARNING!ee READ NO FOLLOW ATS p no(0) 4(0) 15.01. ' F�p� OR/-/1/-/-/R/- Scale =.5"/Ft. _ 825 N 4th Ave,Cornelius OR l 97113 "I FURNISH THIS OWNING To AU COI/IaAeTaDS lWeuplNe TIRE IWarALLERS, 0�5 �GIIVF�� '%offatio OR/ LL 25.0 PSF REF R7175- 72839 Trusses regal re extreme care I n feMl cacl,g, hwdl 1,q, sill l pn0, 1 natal 11 ng erg brat,ng. Rater to end fol 1 owthe I•test edi ti on of BCS! (Bad I di ng Component Safety I nformatl on. by TPI awl WTCA)for safety Pratt/ces prl or 19575 P 9 TC D L 10.0 PSF to perforeing these f.a,ctions. Inatal Iere shall provide temporary bracing per BCSI. Unless noted otheredss, Ir DATE 11/13/15 top sherd shat I have properly attached structural sheeted ng and bottom chord shed I have a properly attached / ri gl tl cel 1 I ng. Cotard ons show,for permanentAPIA Y PI aies'toaace facafoP Crusssa'I have arq pogl CI on es show,above and I- % BC ,4 n -`� •esti oma ea, eT or as 111a.i teen e. DL 7.0 PSF DRW CAUSR7175 15317015 Iltf(��I the Jol nc Devi 1 s, unl ass noted otherwl se Refer to drawl ngs 160A-Z for standard pi ate poli ti ons. Al pi n., any a d,vi sd on of 111V&,i I di ng Components Group I. shat I not be responsi bl a for any devi etl on from thi e 1 13/2015 BC LL 0.0 PSF CA-ENG BFR/GWH AN RTW COMPANY arriewl ngeu on see eti to bud I d the truss I n conformance wl th ANSI/TPI 1. or for handl I ng, shi pal ng, OREGON gor trusses. `.1 TOT.LD. 42.0 PSF SEQN- 352415 A•sal on tie•tlf nl g, or eaaar pope I I NJ no The •01 to Ili I n•1 Gates•aapeendr of profess'e,W mei neer' /�VSA.20,19#_ raepwol SU Ito sole.Y for the ties/ to err.Las of tills trent no far nen ebnppnre I•"the go 835!Rovana Circle rsepe„el Ir 1 I ty of the Sul I a no Dost war par M$II�I I Sion.2. OCD W W. � OUR.FAC. 1. 15 FROM BB — Sacramento,CA 95828 For more I nformeti on see chi s J ob.s general re •• -f ALP!NE: sew.al DI nen tw.tom; TPI: war s page and these web sues: .tel mace erg; WTCA: root sbcl.ustry.tom; ICC: W.I ccsafe.org Renewal Data ti/30@01T SPACING 24.0" JREF- 1 VLK7175Z05 1 c_.r_II-'ISt 1-1j - :1 His- LI r1 H p 11H-1-r.. , ,17, tH -s =JA_.1 17 A i- ,i De, -,, 21_,' Mel:Jr, 1-It'1,101-',, 'I-,-tlIa' X 4 r_,.,.,4,4, 114,,,, roktC,O1 HelgIst, Ercep2,444 ExceDste-4 I, 0-.0t = 1 110 140 2, _r_ _ . _ _ AJ.„.A .-., H-ir, A 1120 0.pip B 11_,, 02p A I G, l_11_1r,I B IL:,c,_,L A 111.pe-04,Jp B 16,- 1 1 ____ __ ____I_ 1 _ i ._____r_ _.__ - _.. - 1--- r- ' ''' ft Z 4 P" I 111" 14. , Is -,. .-] ------r---_----H' _ _ , • , 4 . 1 ,I _Lii 31L. tar,our DI LLL_ 1 _Lod 441' 10 10" 11 .4" I 14 II° 14" ;1, 111 I 7 tua- 1 AD 1--1,,,,cIA r r>I - - 1.-1 1: 14 411 II 14 I' ----- , 7 -H- ---- --H--il_ ,-;. 1 4 p-- - I - -t- ,. 111' 11 4' II :" 11' 0" 12' 10" I H' 14 01 I 14 o' 14' 10 . 4 11 1 i Dr-_,,,u,,, I ,,., S1 IthE ts, Pp.',x 14 : A' i__. _ ,1 1 - 1 -• - I 11 44 -il 44i' '--'''''' IL 7-S ----1 I -rI,C., ,3" 1 -I -- -' 1: IC 11' 2, .14" 0"4 14' 111" 'h ------- - i r 0 7 IA' ' -11 -1 A : -1-17-L1 1 _1,, 11 4" I 1::' 14' I 1 -, . I,I _,.._. 10 11- _1 11' 4' 4 14 14 11' ;4 0' ,1..- _ __ ___ _ , 2 21 l't 4' I !I i' 11 Diol .)+ 4 L - L f __ 1 , i __ P" 11 0, 12 7" 1 137 11, 14 2" 14 0' 14' rr la' II' j Ii I 1-1,rn-f 1:- I • r ,si.: i Li- i i _ ri 1 ii, E1t0 11 I' -'-' 4, 0., 12 5"• , i 4 n' 14 01 14 4' II II I Al I 11 t . '" 1 .- ' 1 ' ' 1 ri' :IF: J' I I'' 1 V 14 OF14 0' 1 " , I >In 0, If, I," I 'r' 1 , '" I 1 ,_ 14 LI" 14" ," 14' ,'-3"----1-7 I,' ,- a t - i S,0t2-2,20n F.0,-k No! I l A1 H 441 6" 1 .- 11' 1" 12 P." 1 1F. ' _ .-'11' !II `_'' i 4 0" 14' 01 .4' 1, I 1 #.2 I 42 ___k__. -- I - , __L____ L 1_ - =-- •_i 0, il, 1 1,z- ,,'' i 13 ci" 14 ')" d4 IV '._1,4 11'_1 ilx4 Pe.1,0=-0 44,2 104 F PP Stres,4-Po4-.441 E,_,,,,, - -. - - , 1,1 ," ,P II" i lc' j, II" 1 14 0' - - , 1 - -1 - 1,1 02 14 0" I 14 0" 1,41 I'" I 10004,str.e. ;`, St0420,-R.te,c, Pc0a0.412 04 2,,,, p I .." I 1 n" 14" ID" I 14 2, _H, 14 ,,„ -I L .,,,,,,,,s * 440 :,,,,1 wW.- ___ ,-_-, .2 I ,P" 4, I 11 1.'" 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I, II 0 ,,=,,,,, L,nnt 1 NV, ,,,,e 1 1 1 ':-I-1-rf-'' - r --•-• -, i il'jil-r-, ..pi 111-'-ii L - _nilI r_r_i',1 Li FL,ss. -,.,-,,.- ,1 O' . __,_ , ,,_ tv+,alr: il 1:-." _IL.,',' ,-.,, 2X-1: tt2 ,, I . , ' 'I oF tt, ,,,,o, 1 1 I 1 ")(4 ' I ., /11, L': t,r ,a, . , , . 3X , In, 1-- -1 ipl 5'. ,- kete,- tc, cor.,,,r, tl uss Ole,I0I-i 0- H 1 1 - ,=,r.) ; ,4 ''_I Li' ° -7''711 11 , zi 1 [ ----1 ,! Be,aring/ / [ /// Pen,- t, 1,e E041.i1,0,- Des1,D0,0 ,04, . ,,16:41ons I 1 ....0_, P . nOt , ,,,,, Mel ec Th: O-ISOtrst, aptp ye is t-tr moo .441%...{15 - -r-ticsi, engtb d,Jr ,J wwWARNING!” READ AND FOLLOW ALL NOTES ON THIS DRAWING! CO G/Nejto /0 p., E AC111--'10-1A1-I.:0-..',1_1 IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TOIL c?E INSTALLERS. 0 s --„, -e --,,,,,,,,, ,,,, handhop, shtppsloy 1PettOo1Og ',PS O boOSot, 0,,,, an0 19575 P f olloty,s asort split, of POSI ,Issl,t, lip000ssol. 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A seal on this drawing or cover page Listing this drawing,indlcotes acceptance of professionol engineering responsibility sole,y for the He go shown The suitability sod use of this drawing "r0L.D ' 13389 Lakefront Drive for ony Structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2 Earth City,MO 63045 ,,,, ',,,T aI10, SP, 4[,t,S JO,, ,,,,I ststIeS 1-00 nol thela Is se oteth ppLeS Renewal Date 6130/2017 MA>: I- A._1'!,E 1ppop,s,or, TH wwv. p,,,or-, SPCA ww,S1SsYsolustry(sr, or I, --... fb _J - P Ii Ref., ..s aCF'ppppzrF Alpin_ gable uetod tnr A-y a ur prate sE-es .-� J cr stiTis. III yG.lI ' +)4 re- t„ L Ineei S asp t ,- ,r ileac- [+r. plIE, Ee,. F �U h i F toes. rule that plat me a ±se o rf qob� • cover-P. The OreOrs l�� - I .. .._.,appeN pret.O to a the web �I KI ''.. 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IN ww IMPUPTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINGG THE INSTALLERS. � O 19676 P a1 'P.,,,,,. a br P F� ti MSG r 10—hABJ,O!� t a r ` -tr rla _ G. D �1 er eL a3 E eo ne �r g, 01.-,e,, t_ o�� a,F Lir ^1_, �1Z-Ii� SII !111 ii, j1.--,=1J r 0 1 /13/2015 HI, Per T,T ,dr r.ry g- r _ r,r t..nao moo., pos,,ons -- no°c1 ether- �e Ft OREGON 1 1/13/15n0ap r� g � � F i AIJcI'T I _ a e �'r;y'r .i A I thisdrawing o pageI' O g this drawing,indicates O Q w O�/_°� M"'� T Fl T L_LI r G' i. h Theus F professional • ,/ 13389 Lakefront Drive feor any structure is responsibility e�responsibility of t9e Building Designer pery and P of the drawing `� - -- 9 g ANSIZTPI 1 Sec 2. Earth City,M0 83048 F ATa1HL ,a,44,, _or TPI44,2,t.o ,;SSC, ww _r,aa tr , ICD Renewal Dale 8/80/2077 ',PAC MAv ILIv + L4 �_i *