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Plans (19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (04160386--PARR FOREST GROVE -Riverside Plan 3382 floor -- 123 ne 58th ave HILLSB - XX) Top chord 4x2 HF #2 Deflection esti mate assumes composi te acti on wi th single I ayer of the Bot chord 4x2 HF #2 appropri ate span rated glue-nailed wood sheathi ng. Webs 4x2 DF-L Std/Stud f Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Defl ecti on meets L/480 Iive and L/360 total I oad. Creep increase I oad applied per IRC-12 secti on 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. 30' Typ. 1. 5X3I11 3X3= 1.5X3III 1 - 1-6-0 \4141' 1-6-0I • IN 9-0-0 V 3X3= 3X3= 0"12 0„12 JL 2-6-12 _I_ 1-4-12 JL 1.<---4-1-0 Over 2 Supports—H R=233 R=233 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.00. II .LIQ .- 'TY: 3 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon f503)357-2118 "WARM NGI" READ ron FOLIO,/ALL roles ON THIS awl PIG! TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I upORTANP• FORM!sx TNl s own Ne TO ALL CONTRACTORS I NDLIIDI NG THE INSTALLERS. '�� " REF R7175— 84934 Trusses r tlui re extreme care 1 n'Mari cats ng, handl I ng, sbi pp.ng, i natal I I ng and brace ng. Refer to ane fol I ow ` - the I ste=t e l ti on of BCSI foul I di ng Component Safety I nformati on, by TPI and WTCA)for= ety pram,cea pr,or SLI 14659 'Q TC DL 10.0 PSF DATE 04/11/16 to performing these functions. tl aacallarsshopI Prove tle temporary bracing per SCSI.avenl essnnoted otM1erwi se, top chord shall have properly a t ched structural sheathing and bottom chord shall a properly attached All rl gi d cel I i ng. Locaci ons shown for permanent 1 ateral rostral nt of webs shad I have;rating, sial I edperBCSI , BC DL 7.0 PSF DRW CAUSR7175 16102059 A rl PEIN the ons BD DBotal sr B^0•ass of i cabl e. e. y pi aces to wi ng face of truss for standard pose t1 on as shown above and on I e Joint Dec I , roped cablotherwl se. Refer es tlrawings 160A- plate positions. I AI pi neo a di vi si on of 1 TN But I di ng Components Group I nee shal I not be response b,a for any deal ate on from thl a BC LL 0.0 PSF CA—ENG CWC/CWC drawl ng, any fai I ure to bul I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shl ppi ng, ''•• AN ITW COMP NY I natal I ate on a brad ng of trusses. V A...1 on thlo areal ng or.over page II.ti ng Ohl.drawl ng, Inal cotes acceptance of prof«.Ion.1 snip neer1ng V. f f 7,1 89 �` TOT. LD. 57.0 PSF SEQN- 32262 C, 9 re.pon.l a I I CY eel M y for tn.awl gn Ywl. T,le al tapl„tY end,.e of till dr.el.,p for poly.erueepr.„t,,, S'11ANW.101 C+H44Q DU R. FAC. 1.00 FROM BB 8351 Rovana Cvcle reopens!a I I tY of tele ell I d1 Ip Deal goer per ANSI�I 1 Sec.2. Sacramento,CA95828 For more Infarmatlons thea John general notes page these web 5 SPACI NG 24.0" JREF— 1VPR7175Z04 ALPI NE: www.al pi,rel to.tom; TPI: waw.sal nate org; OTCA: www,sate ndustry.tom; ICC:'www.I ccsafe.org Renews 1273112017 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (04160386--PARR FOREST GROVE -Riverside Plan 3382 floor -- 123 ne 58th ave HILLSB - XXG) Top chord 4x2 HF #2 Deflection esti mate assumes composi te acti on wi th single I ayer of the Bot chord 4x2 HF #2 appropri ate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud t Speci al I oads Bottom chord checked for 10.00 psf non-concurrent bottom chord live (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) load applied per IRC-12 section 301.5. TC- From 50 plf at 0.00 to 50 plf at 7.79 BC- From 7 plf at 0.00 to 7 plf at 7.79 Defl ecti on meets L/480 I i ve and L/360 total 1 oad. Creep increase TC- 232.75 I b Conc. Load at 1.60, 3.60, 5.60 factor for dead I oad i s 1.50. Truss must be i nstal I ed as shown with top chord up. 2-9-0 -4, 27.531" -I__ 2-9-0 3011 Typ. 1. 5X3 III 3X5= 3X5= 1.5X3 III 1 1 1-6-0 1-6-0 - V +9-0-0 .11111. -.II 1. 5X3 III 1. 5X3 III 3X5= 3X5= — 2-5-0 oj12 2-8-4 2-5-0 2-8-4 7-9-8 Over 2 Supports R=598 W=5.5" R=545 W=4.093" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(O%)/4(0) 16.01.00. 0111Rop TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 1503)357- 118 weWARNI N01 as READ AND FOLLOW ALL NOTES ON THIS ptANiNG! "00,1''' FREF R7175— 84935 825 N 4th Ave,Comellus OR 97113rrl"PORTANT'• FURNI SN THl s DRAM ND Te ALL CONTRACTORS I NCLUDI ND THE INSTALLERS. fi � TC LL 40.0 PSFTrusses rai re extreme care 1 n fabrl cats ng, M1entll ng, sM1i ppi ng, 1 nstal I i ng antl brad ne. Refer to ana fol I awC7 14859 the I atest e tion of BCSI (Bus I Ai ng Component Safety I nformatl on, by TPI and WTCA) for safety wrath cos priorair TC DL 10.0 PSF DATE 04/11/16 o Performs ng Huse fundl ons.attached ache!I structural l Prove tlestemanraryttomci ng Per al I .have essnnotl y atache se, top chord shall these properly a Instal str [ural sheath!ng and bottom ingchop rM1ell h e a properly attached hers T. ri gl tl cei 11 ng. Locate ons shown for permanent 1 ateral a tr t of webs shall have bract ng I stat I ed per SCSI F BC DL 7.0 PSF DRW CAUSR7175 16102060 ,4 r 1 seppl s ct)ons 03, B7 or B10, as app!i cab!e. Ay pl ates to each face of truss and post tl on as shown above and on [1J � I the Jai nt Detai I s, and Mss noted ether•!se Refer to drawl ngs 160A-2 for standard pl ate pest ti ons. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a di vi sl on of I TW Bui 1 di ng Components Group Inc. shall not be response PI a for any tlevi atl on from[hl s e:• - drawl ng, any fat 1 Are to bus 1 tl the truss i n conformance wi th ANSI/TPI 1, or for handling, shl ppi ng, aew AN ITW COMPANY i nstal I ate on 8 bract ng of trusses. 9 A...1 eh thl.drawl ng or cover .� rfC,7,+48 1�,' TOT. LD. 57.0 PSF SEQN- 32265 rowan!bl l I t I el for the dos! I I ow. Th.ul G l I I I hen Gatos of Wa ane.of preoral*nal uctl re I ng I_A Y r Y an.howl. Th.rl Gel 11 ty and w of enl s Aryl no for any structure 1 e end VV 8351 Rovana Circle r..Pe.nl bI!!tY a w eel I AI ng 0.1.1 goo-per ANSI/T4! ,Soo.2. rj�N W.CNS DU R. FAC. 1.00 FROM BB Sacramento,CA 95828 For more i nformatl on 5 thi s�ob•s general no a page and these web sI ALPINE: www.al pi nal tw.corn: w.: TPI: saw.tpl nst.org: PTCA: maw sbci ntlustry.Com; ICC: wway.1 ccsafe.org Renews:1213112017 SPAC I NG 24.011 J RE F- 1 VPR7175Z04 cro o m z - 3533 18 ,k11I8 :Rq peu6 o i saO z o Li, - RU 1,aan :SS3HOOH m , o o oou H 2800 uold apisuanid : •osaO 0 -i m 3AO89 1S380d aaUd :uawo4snO a -' PLEASE FRAME THE LOWER WALL ELEVATION BACK RT R MINIMUM OF 3-1/2•' TO ALLOW THE GIRDER TO SET RT THE COMMON PLATE HEIGHT ! ..8.hT i ' 8 h.hT r d3�r —� ,: d �� ISI 4 -4; -4 I— >- -- __, > . ,EmimmiJ �— N I cr w ; 1111111.111U 111111111 , > 0 -4 w it ImiMIMIMMIMMIIMMIMIM.AL 4-1" L CO O W pC7 2 N II u II cc kiln 0. -, M arc W Irr`s 3sr 35E1 I j r _l____L_ `y 0,i ° ''i c-,)\; /- ttrig [f 9,1•0? I. g 87_-1 1-4 t i 1,43 - rco . F Oi ' VERIFY IF A PORTION OF THE 24 " FEB 2 I ?.01E TALL BEAM IS UP IN THE FLOOR OR IF ALL 24 " IS BELOW PLATE CITY aO :. ' R i D $� is s� �= �� r�pta�.e UILDNG lili O.'� ,X. • • .fin a. . • F ;F 2X4 GIRDER x XG \ a ti X , • h V J x , CO 0 3 G H .• oo ' O rail ■ / 7:1-- i r „�14 Bz off ��• Z z . _ 0 EG I x a I(PE . .' m . . I i . . r. 1 • • 1 x . I I 0 1. f M( - W . . • I*\ 2 t K1 .i -KGE FGE . . VERIFY GIRDER LOCATIONS HERE Customer: PARR FOREST GROVE 0 u)o Deso. : Riverside Plan 3382 Floor m m ADDRESS: VERIFY z N zz Designed by: BILLY BREESE 0 CO •• L EGIlit r FLUSH BEAM . J / FEB2016 U46 , O < BEARING POINT HERE zJa)m I-;J 7 71 DWN BEAM CO-< 2 m �U46 r- i H 7371BP - ' U46 N 2 U7 L oO :CO _ U) N 00 H H C Z O >- WC') Pi Z M m-i BP c 020 — / cod mm 4 _GG_ _ v 1-o_ () 4-W � m� w vaow -�iom r k `Y , u_. L c>- M XJ N a U46 i xxG -. / ❑-N�+ CLO:-+m N O(n10 al £ NW O OI CC'p T\-.) }0 N X = N O c 0 L (7 4= 0-7 ... l ^C Iifi q Ol M / ./- x Y JOB NO: / \1RT5 /4 04160388 RIM TRUSS NAILED TO TRUSS ENDS PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VLC7175Z1205091332 Truss Fabricator: Truss Components of Oregon Job Identification: 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR _..10 � pgpF� Model Code: Truss Criteria: I RC2012/TPI-2007(STD) Cs� `� _ Engineering Soware: Alpine proprietary truss analysis software. Version 15.01. 14659 Soft r, Truss Design Loads: Roof - 42 PSF 0 1.15 Duration Floor - 57 PSF 0 1.00 Duration Ili nd - 120 MPH (ASCE 7-10-CI osed) v 9/4.. / '4.07,t9gg �. Notes: s� W.CHO 1. Determination as to the suitability of these truss components for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 L yam"- Details: STRBRIBR- Submitted `. by CRC 09:12:57 11-05-2015 Reviewer: CNC 2016 $ $ # Ref Descri .ti on Drawin.# DateOF r 1 63561--AGE 15309016 11/05/15 -y af 2 63562--A 15309011 11/05/15 - .- �-.� d_fa frvtfi �bs/eNt 3 63563--A1 15309021 11/05/15 4 63564--BGE 15309018 11/05/15 5 63565--B 15309002 11/05/15 6 63566-41 15309014 11/05/15 7 63567--B2 15309015 11/05/15 8 63568--EG 15309022 11/05/15 9 63569--F 15309013 11/05/15 10 63570--FGE 15309017 11/05/15 11 63571--IGE 15309003 11/05/15 12 63572--I 15309007 11/05/15 13 63573--J 15309008 11/05/15 14 63574--K 15309006 11/05/15 15 63575--K1 15309012 11/05/15 16 63576--KGE 15309019 11/05/15 17 63577--H 15309010 11/05/15 18 63578--C 15309020 11/05/15 19 63579--G 15309049 11/05/15 20 63580--G1 15309050 11/05/15 21 63581--NG 15309009 11/05/15 22 63582--MG 15309005 11/05/15 23 63583--L 15309004 11/05/15 24 63584--DG 15309001 11/05/15 25 63585--XG 15309051 11/05/15 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - AGE ) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud 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. Sheathi ng is requi red for any I ongi tudi nal (drag) forces. Al I Fasten rated sheathi ng to one face of thi s frame. connecti ons to be desi gned by the building desi gner. W=3X5 1 J _ J J _ L - - - J j - I - - '- 1 1-6-0 I J 1-6I-0 //// / / // //// / +900 V 1.5X3 III 1. 5X3 111 1. 5X3 III 1.5X3 III 1. 5X3 111 1. 5X3 111 1. 5X3 III 1. 5X3 111 1. 5X3 111 W=3X5-- 1. 5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 0"12 -r- 20-1-8 k20-3-0 Over Conti nuous Support >1 R=114 PLF W=20-3-0 Note: AI I PI ates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. 1 .► IITY: 1 OR/-/1/-/-/R/- - ( ••WARNING1" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,��w Scale -. 375"/Ft. TmssCompoAve,Cf Cornelius (5031357-2118 5 TC LL 40.0 PSF REF 825 NMI Ave,ComeLus Olt 97113 •v NroRrANr•• FURNISH nll s DRAWING TO All CONTRACTORS INCLUDING THE I xsrALLeNs. 'CC(' R717 5 63 561 Tr'aces rein re e n fabri Sari ng, handling, sh1 ppl ng, I nstal I I ng antl brad n Refer to and fol I ow k.. the di ti on extreme`(Bui�di ng Component Safety I nformati on, by TPI wrcA>f safety practl cos prl or �4,yr,��. 14659 "9 TC DL 10.0 PSF DATE 11/05/15 o perform;ng these fundi ons. tl nstal I ersucflal I provi de temporary bract ng per SCSI. Unl ass noted otherwi se. !op chord shall have properly attached structural sheathing and bottom chord shall a properly attached 1 d n 1 Lo ati ons=hewn for permanent attest reeac i nt of webs shat I have a ng Instal l aed bove a SCSI • .4101111,111 BC DL 7.0 PSF DRW CAUSR7175 15309016 ,4 r O�� sects ons 93, 87 or B10, as eppl I cCbl e. Apply pl ares each face of trusstand andartlsi Loon as shown above antl on L the Joi nt Detai I s, unl ass no ed o harm se. Refer o tlrawi ngs 1,60A-2 forpl ate pass ts ons. BC LL I AI pi ne, a di vi a1 do of 1 TM BpI I di ng I;amponenta 6reup I n!. steal I Nat be responsi bl e f r any deal atI do Tram hi a .. .� 0.0 PSF CA-ENG CWC/CWC tlrawi ng, any fai I ure to bull d the truss I n conformance wi th ANSI/TPI 1, or for handling, shi ppl ng, w AN ITW COMPANY I natal I aL on&brad ng of tresses. .y A seal on Chi•drawl dr 1noes ewerthe page II.ua,thI.drawl a,, Iadlcotes acceptance of pr.r...l.h.1 .,�,lN..rIng 9j A'�c T,199 Q�rr` TOT. LD. 57.0 PSF SEQN- 351031 ehoen. r.•«,Ito 11 tr and use of V I.drool ng for any structure r.I. `t'T/,gNW.GH�'Q DUR. FAC. 1.00 FROM BB 8351 Rovana Circle rem/aortal m I I ey dr w Dui al n0 Des!On.r per ANSI sept a Sec.z. Sacramento,CA 95828 For morelnformati ons !his 3 ob.s general s page and these web sI ALPI NE: www.al pi neltw.come TPI: www.1pi nst.org; N4 CA: www.sbci ndusiry.come I CC: w.,ccsafe.erg EXP.12-31-15 SPACING 24.0" JREF- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - A ) Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 DF-L #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Max JT VERT DEFL: LL: 0.38" DL: 0.2411. See detai I 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 load is 1.50. F. 30" Typ. 1. 5X3 III 1.5X3111 4X8= W=3X5 3X5= 1.5X3 III 3X5= 1. 5X3111 4X8= 1. 5X3 III 1-6-0 +9-0-0 V 4X8= 4X12= 3X5= 1.5X3111 4X12= W=3X5= 4X8= o^1z a„� 1L 2-6-12 5-2-4 2-6-12 2-6-12 5-1-8 2-6-12 2-1-88 2-7-8 2-6-12 5-2-4 2-6-12 ,l lir_ 20-3-0 Over 2 Supports R=1154 R=1154 W=2.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%g(O%g)/4(0) 15.01.01. (2 ROp :4 OR/-/1/-/-/R/- Scale =.375"/Ft. TmssComponents of Oregon (503)357-2118 m"WARN!NGI"READ AND FOLLOWS ALL NOTES ON THIS DOMING! REF R7175- 63562 825 N 4th Ave,Cornelius OR 97113 "•!1roRTAhr•• FVRxi SH Till s DRAWING To ALL CONTRACTORS!COLLIDING TME I hsrALLEhs. � � TC LL 40.0 PSF Trusses repui re extreme care 1 n fob,cat!ng, hanca i ng, shl ppi ng. 1 natal I I ng and;racl ng. Refer to and of I ow giithe a est era tion of BCSI <BuIIding Component SafetyInformation, b TPI and WTCA for safety practicesfprior ffff 14659 TC DL 1 0.0 PSF e pchord ing I haVefpropir!y Hattedstal struers ctal ural 1provI desheath temporary bracing per,111 epr proper! other. DATE 11/05/15 top erfor shall have properly attached sir ura sneathi ng and bottom mora shall have a properly attached ri gl tl c!I I ng. Locati ons shown r permanent I ateral rostral nt of webs shat I have brat!ng I natal I etlerBcsl .� BC DL 7.0 PSF DRW CAUSR7175 15309011 Ar1 I O` I 1 sect)ons B3, 87 or B10, as ote i cn1 e. Apply ales to each face for post ti on as shown above on II L J the i ne, Odi vi si, unl ess n other.gCompo Refer o drasgs 1600 Z Porestandard pl ate po=i i ati BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a y v!si on of I bu Bul I h ng Components Group Inc.!nc. sM1al I t be rorfori 61 a for any i ppi ati on from[M1I s �� tlrawi ng, any fat I eat to but I tl the Cruse i n conformance wi th ANSI/TPI 1, or for handl i ng, shi ppi ng, �/ AN ITW COMPANY i nacall act on b bract ng of trusses. t1 A...I on we draw4/ ,"FC T,i99 � TOT. LD. 57.0 PSF SEAN— 350999 no or cover page 1 I a[I ng CIH a drawl ng, IMI rat.aeeeptonee of prerw.l err! engl neorl ng rmoons;4!I I ty of c y for thedin deal gn shown. The vel Cee111 ry end we of VII a drawl ng for any structure I e the sljgHW.��t':141 DU R. FAC. 1.00 FROM BB 8351 Rovana Circle 'moons;b1 I I er or tir s,l I a1 ng B..I gnor per Ahs!irr! t See.z. Sacramento,CA 95828 For more infnrmati on see thlageneral n I a page and these wens EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z12 ALPINE: over..al pi net tw.tomnst.o : TPI: www.tpi net. rg; NTCA: www.sbcl ntluscry.tom; ICC: wow.i ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - Al ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be i nstal I ed as shown wi th top chord up. 1.— 5-3-0 3. — 7-10-8 +16.5" H- 5-3-0 H 30" Typ. H 3X5= W=3X5= 3X5= 3X5= 3X5 4 1 V St a +9-0-0 V 3X3= 3X3= 3X5= 3X3= 3X5= 3X7= W=3X5 - 8-0-0 3E 12-0-8 >I olj2 2-6-12 5 2-4 2-6-12 '15;I` 2-7-8 2-6-12 5 1_8 2-6-12 1_66_00 2-6-12 5-2-4 2-6-12 f< '1 ��II 20-0-8 Over 3 Supports >1 R=462 R=1260 W=5.5" R=633 Note: AI I PI ates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. S•ir..t2T1ROpF Y:5 OR/—/1/—/—/R/— Scale =. 375"/Ft. ••• F RGI••READ API)FOLLOW AL ROMSCONTRACTORS ON THIS DRAWINLUDINGct g " TC LL 40.0 PSF REF R7175— 63563 Truss Components of Oregon 503)357- 118 ••I IPoRfMlr•• FURNISH nil s DRAWING TO ALL CORfRAG7pRS INCLUDING THE INSTALLERS '!' 8z5 N 4t}i Ave,Cornelius O> 97113 Treses regui re extreme care i n fabrl cats ng, handling, shi pal ng, Instal 1 i ng and braci ng. Refer to and fel low tVb 14659�'� * DATE 11/05/15 he edi ti on of BCSI (Bul 1 di ng Component Safety I nformati on, by TPI and.TCA)for safety practl cos pre or ,w� TC DL 10.0 PSF n o performi ng gl these functions. t l notal l ersuctal l provide temporary bracing per SCSI.have ess noted otherwl se, cop chord she have properly a hed structural sheathing a.bottom chord shall ha e a properly attached ��,,,y+ I�11. . 141164, r1 gi d cei 1 i ng. Locate ens shown r permanent lateral webs shah have braci ng 1 cal 1 edperBCSI w.-.�1/, BC DL 7.0 PSF DRW CAUSR7175 15309021 ncti ons B3, B7 or B10, as app)1cabl e. Apply plates toeach faceoft and position as shown above and o _ A lI L -F1 N It Betai Is, unl ess noted otherwl se. Refer to drawl ngsf1GGA_Z for standard pi ate posi ti ons. BC LL 0.0 PSF CA ENG CWC/CWC I AlAI I ne, a tli vi si on of 1 TW Bel I dl n Com n] .......0}%p 9 Components Group Inc. M1al I not be response Isle for any tlevi ati on from[M1I s drawl ng, any fel I ore to.1 I d the truss I n conformance wi th ANSI/TPI 1, or for handling, shi ppi ng, ' (, of AN ITW COMPANY 1 notal 1 ati on 6 braci ng or trusses. \\444.4,. j>, �' •7 190• Q'�;' TOT. LD. 57.0 PSF SEQN— 351021 A wl on the•drawl ng or c ver peg.I I ate na thi s drawl np. I ndl e.Ls acceptance of prof.wi.n.1 anal neorl npresplw,sl bl 1 I ty.ol N y for the deo)an shorn. The suI tae)1 I ty end ove of the s drool.a for any.eruct„r.I s the '4111w.00" DU R. FAC. 1.00 FROM BB 8351 Rovana Circle response hi 1 I ty of the sol Idi ng pool one,per ANSI ITPI 1 See.2. Sacramento,CA 95828 For more'normae ons chi s J ob's general notes page and these web sI ALPINE: w .al pI neime tw.coTPI: www.tai not.org: NTCA: ora.sbci ndustry.cow ICC: aw. se .i ccsafe.org EXP.12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - BGE ) Top chord 4x2 HF #1&Bet. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Bot chord 4x2 HF #1&Bet. load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud 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 load is 1.50. Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. Al I Fasten rated sheathi ng to one face of thi s frame. connecti ons to be desi gned by the bui I di ng desi gner. 1 i J 1-6-0 9-0-0 li / // // ,) 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 1.5X3 III 1. 5X3 III 1. 5X3 III 1. 5X3 III 0"12 -m 17-8-0 0"12 IT' i17-9-8 Over Continuous Support >1 R=114 PLF W=17-9-8 Note: Al I PI ates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=1O%(0%)/4(0) 15.01.01.0 . .OF QTY: 1 OR/-/1/-/-/R/- Scale =. 37511/Ft. Truss Components of Oregon (503)357-2118 awwaRMIMGI e•READ AND FOLLOW ALL ElBTES TON ORS IN DRMVI LUDING l !c TC LL 40.0 PSF REF R7175- 63564 825 N 4th Ave,Comehus OR 97113 'eI MFORfAlr•• Fl1A1I SH TNI s DRAW!NG T°Al CONfRACf011B I ElCLIAI Ela THE I NSTAIEElS. y�'� Trusses regui re extreme care I n£abri cart ng, handling, shl ppi ng, I nstal I 1 ng and bract ng. Refer to and fol 1 ow CrO_ e I atest edit on of BCSI (Bul 1 di ng Component Safety I nformatl on, by TPI a,w NTCA)for safety prods cps prl or V r• o Performs ng I have fundi ons.attached I structural I Provl th temporary bract ng Per al I . Unl ess propered attach se. ers ct' 14659 9 • TC DL 10.0 PSF DATE 11/05/15 GOP chord shall have Properly for permanent al ral re ng and bottom chord shall br e a properly attached BC DL 7.0 PSF ri gid cel I I ng. Locate ons shown r permanent I ateral restr t of webs sM1al l have b sf I I DRW CAUSR7175 15309018 ,4 uO�� Crycti ons B3, B]or B10, as appl i cabl e. APPI Y pl ares to each face of Cru taantl past ti on l as shown above _� Je „tsp.:::ls, unless nntad etgerw se. Rafer to tlrawings 1BeA-Z for$= dartl plate PessLlens. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, .s, on of TW Bui I tli ng Components Group Inc. steal 1 not be response bl a for any tlevi aCi on from the draw.ng, any fai I ure to bui 1 d the truss i n conformance wi th ANSI/TPI 1, or for handling, stet ppl ng, tru AN ITW COMPANY instal I ani on a drool ng or covesea. and orbs* of Chi caro l ongln.I`aM1. 9/3,.e s ra 1g$9 R4or TOT. LD. 57.0 PSF SEQN- 351033 A eael on uI s drool no or m1,.r papa I I mn no eh1.drool ng, I nal 11.w ra.pom.Iwlley ea.1y for v,.lemlpl*noun. Too"'Iv°III Ste DUR. FAC. 1.00 FROM BB 8351 Rovana Circle rosponol bl 1 I by of the Elul I ll ng Dom friar per ANSI/TPI 1 see.2. f•M w.0k Sacramento,CA 95828 For more i nfarmatl on see thi s job's general n s page and these web Si ALPI NE: vow.al pi mel'cc,ton; TPI: wow.SO not.org; 7/TCA: wa (CA: w.sbci ndmm ustry.coICC: awe.i ccsafe.ore SPAC I NG 24.0" J REF- 1 VLC7175Z 12 FYP 12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - B ) Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detai I DEFLCAMB1014 for Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve camber recommendati ons. load applied per IRC-12 section 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 load is 1.50. 1.— 7-10-824.5" I J 4., + 7-10-8 H I- 3011 Typ. H 2X4111 3X10= 2X4111 3X5= 3X5= 2X4111 3X10= 2X4111 ...0...°°°°°°°°.- -.' %%% %: '('- -410°.°I.°°°°°.- 1-6-0 I( I ;%%%%%%%%% - _1••••••••/ \%%%%%%%‘_ 49-0-0 V 3X10= 2X4111 2X4111 3X10= 3X7= 3X7= .,ii.` 2-6-12 5 2-4 2-6-12 �I� 2-7-8_ 2-2-0_ 0 2-7-8 2-6-12 5-2-4 2-6-12 k17-9-8 Over 2 Supports >1 R=1014 W=2.5" R=1014 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 T QTY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NCI sa READ AND FOLLOW ALL NOTES ON THIS DRAWING! G 825N4thAve,CorneliusOR97113 ••IIiORTANT•• FBRNISN TMIB DRAWING TO ALL CONTRACTORS OF INCLUDING THE IxsrALreRs. �><+ TC LL 40.0 PSF REF R7175- 63565 Trthe usses reqest 'i re extreme care n fabrh cat,ng, handling, sh,pp,ng, instal 1 I ng and bract ng. Refer to and fol I ow '` then of uBCSI ns.!Instdi ng Component Safety Information. byTPIend ARCA) for safety o Bees V � } to p f ,ng these f ctlens Inatalompo enal, prey, temporary brae, prof w 14659 9 TC DL 10.0 PSF DATE 11/05/15 hg per BCS! a eaa noted a h rwhse, /46 top h =hall e properly attached at <tera sheathing andbort engird shall have a properly attached BC DL 7.0 PSF r,gi tl ,ng Locatl ons shown for permanent I amoral rostral nt of webs shah I have brae-ng Instal etltper BCS! , r DRW CAUSR7175 15309002 ,4 �0�� 1 sect)ons B3, B7 or B10 as etch Icable Apply pl ates tlo each face of trussand cosi tion as saboveraannd on II I the Jo t Deta I nless n etl erwlses Refer awings 1,60A-Z forstantlard place p BC LL I AI p,ne, a d,..i ei en of I TW Bul I m ng Components Group I n<. anal l t be reapenah bl e f any devi ami nn f tai a 0.0 PSF CA-ENG CWC/CWC drawl ng, any fah I ure to bu,1 d the truss I n conformance wi th ANSI/TPI 1, or for handling, shl pp,ng, .,t,...' AN ITW COMPANY i natal 1 a<I on.brad ng of<reaaea, q t.,r TOT. LD. 57.0 PSF SEQN- 351003 A...I on thin drawl ng.r ever page I Intl ng this drawl ng, I rail cat.acceptance,f professional engI neer)ng 9 rfC 7 tg� V elemental bl I I ty.pithy for the design,ha.,. Th,,w e.hl I l ey end 1,.e of rnl,drawl ng for any*treaters I s the 'S',/ W.CM�1�'� DUR. FAC. 1.00 FROM BB 8351 Rovana Circle ra.pen.I m I l ty of the Bel I m ng D..I yew per ANSI rtpI t sae.z. Sacramento,CA 95828 For moralnforma on thi a J ob•s general notes page and these web al ALP!NE: www.al pi nehtw.cons TPI s TPLwww,tvl nst.erg; MICA: won.sta.l ndustry.cam; ICC: www.I ccsafe.erg EXP.12 31 15 SPACING 24.0" J RE F- 1 VLC7175Z12 I ( 1115028--PARR FOREST GROVE -Ri versi de PI an 3382 fl oor -- VERI FY VERI FY, OR - B1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENS(ONS) SUBMI TIED BY TRUSS MFR. Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for braci ng and Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud Max JT VET DEFL: L: Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive camber recommendations0.28" DL: 0.26". See detail DEFLCAM61014 for I oad applied per IRC-12 recti 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. F. I_ 24.25" `I 7-10-8 7-10-8 H 30" TYP'Is H • 2X4111 3X10= 2X4111 3X5= 3X5= 2X4 III 3X10= 2X4111 1-6-0 _,••••••••10..- - •%iiiit:I F i±%%%%%%%%%%_ 1-6-0 +9-0-0 V 3X7= 3X10= 2X4III 2X4111 3X10= 3X7 0"12 2-6-12 _ 0"12 I_ 2-6-12 2-7-8 2-1-12 >I< 2-7-8 2-6-12 _I_ 2-6-12 5-2-4 2-7-8 I 2-1-12 2-7-8 'I` 5-2-4 17-9-4 Over 2 Supports R=1013 R=1013 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. . QTY:6 OR/-/1/-/-/R/- Scale =. 375"/Ft. Tiuss Components of Oregon ((503)357-22118 e'1NARNINGI'a RFADAILFOLLOW AuNo1EsgNTXISDRANING! ifCrP AFF TC LL 40.0 PSF 825N4thAve,CorneliusOlt97113 "INPORrANr•• FBRNIBNT11sMMxBTMAIlbNiRlCrgN$IxclwlxcrxelN5TALLER3. REF R7175- 63566 Trusses r tli ire extreme care 1 n Tabri call ng, handling, shi ppi ng, I nstel I I ng and br i ng. Refer to and fol I ow ` n I siert Ion of BCSI <Bui 1 i ng Component Safety I nformati on, by TPI an WTCA)r r safety practl ccs pr,or CO 14659�9 • TC DL 10.0 PSF DATE 11/05/15 /46 o perroormin9 these functions. I natal l ersha1prowl de temporary bract ngperBCSI.rvcnl ess noted ocherwl se. top chord shall have properly attached structuralsheathing and bottom chord shall a properly attached ri girl cei l l ng. Locations shownforpermanent lateral res Int of webs shall have b e ng Installed per SCSI BC DL ,4 O�� sect)ons 83, BJ or B^Oe$ass aCpl cable. rwi se p1 y pl ates to tlrawach face of trussend pori tl on as shown above and on 7'0 PSF DRW CAUSR7175 1530901 Q L I ' the Joi nt Deta1 I s, u no Refer t i ngs 160A-Z forstandard pl ate pose ti ons. BC LL I Al pl no, a dl vi si on of I TW Bui I di ng Components Group I nc. shat I not be responsi lel e f any devi ata on from thi a 0.0 PSF CA-ENG CWC/CWC drawl ng, any fai I ere to hui I d the truss i n conformance wi th ANSI/TPI 1, or for handl ong, shi ppi ng, �^� AN ITW COMPANY i natal I ail on A bract ng of tresses. .F' �9 " TOT. LD. 57.0 PSF SEQN- 351017 Amesons'rm i i'ep drew' fig or or<M cover 'g.I 1 atl ng NI•drawl ng. IMI Gates.onnpt.nne of prof one! *nal neer'ng 9 C,T 19 Qi4� Y gn shorn. The sul tab)I1 ty and use of-chis Crawl ng for any structure I.the / FROM BB 8351Rovana Circle responal bl I Ity of the Bail Idi ng Des!goer per ANSI/WI 1 see,:. 0, 7" wr��pR OUR. FAC. 1.00 Sacramento,CA 95828 For more I nformati on see Chis Job's general notes page and these we b ALPI NE: waw.al pi net tw.cow TN: www b pi nst.org: WTCA: www.sci ndustry.corn; I CC:slwnw.i ccsafe.org SPAC I NG 24.0" J RE F- 1 VLC7175Z 12 FXP.17-41-1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI T7ED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Ri versi de PI an 3382 floor -- VERIFY VERI FY, OR - B2 ) Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud JT VET DEFL: L: Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Maxcamberrecommendations0.28" DL: 0.29". See detail DEFLCAMB1014 for Ioad applied per IRC-12 secti on 301.5. Deflection meets L/480 live and L/360 total I oad. Creep i ncrease Truss must be i nstal I ed as shown wi th top chord up. factor for dead I oad i s 1.50. 1 7-10-8 + 29.75" H H 7-10-8 f 30" Typ. H 1. 5X3111 4X8= 1. 5X3111 3X5= 3X5= 1.5X3111 4X8= 1. 5X3111 1 6 0 •- \ F il+ 1-6-0 3X7= 3X10= 2X4 III 2X4 III 3X10= 3X7= __ 0_i"1_22-6-12 2-6 12 5-2-4 2 6 12 �L 2-7-8 '` 2-7-4 m 2-7-8 m 2 6 12 5-2-4 2-6 12 F T 18-2-12 Over 2 Supports R=1039 R=1039 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. . ...,v QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1.118 ”WARM NGI'•READ AID FOLLOW ALL NOTES ON 1111s DRAIN NG! 'r.� TC LL 40.0 PSF 825N4thAve,Cornelius 0 9713 "IrNtsxTMISBNAmtwlaALLcartNAcraNSINGLwING1xeINsrALLBns. REF R7175— 63567 Trusses requci a extreme care i n Pabri tett ng, handl ng, shl ppi ng, instal I i ng and brecl ng. Refer to and fol I ow ` r h 1 atest a /r SCSI (Hui I di ng Component Safety I nformati on, by TEl and WTCA1 f safety Wrath des p mow?' 14659�'9 • TC DL 10.0 PSF DATE 11/05/15 o Perform)n9l these functions. tl nstallersusM1 11 prowl de temporary bract n9 per BCSI.for ess noted oLM1erwl saor top chord she have properly attached structural streatni ng and bottom chord steal have a properly a tach. y• rigid celIrng Locations shown for permanent lateral rest, nt of webs shall I have brat"ng i nstalled per BCSI ��yy)��+t BC DL A��II O1I s 63, BT or B10e app)icctbiete' Apply p aces to each face oP t and posl Cr on as shown above and on din 7.0 PSF DRW CAUSR7175 15309015 , 11^ I the tJoi nt Details, un sssnoted of wise Refer to drawings 160A-Z for standard pI ate pos tions BC LL I \vl I Al pi no, a Ai vi si on of I TW Bul I di ng Components Group Inc, sM1al I not be responsi bl a for any tlevi all on from chi 5 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat 1 ure to but I d the truss r n conformance wi th ANSI/TPI 1, or for handling, stet ppi ng, 11 a AN ITWCOMPANY installation b bracing of trpaaea. . 'h9 �,`r TOT. LD. 57.0 PSF SEQN-sisal on this drown no or ommr p.p.11.ti no this drawl no, I ndl rotes.So.pton.•of prer...l enol ono'(marl n g °� C,7,19 1..- reopens! .If QN— 351019 espensi a I I ty sol e1 y for the des)gn shown. The awl tab)I I ty and Imo of UI s drawl ng for any structure I s the Q 8351 Rovana Circle respond)b1 I I ty of the put I dl ng Des!finer per NISI/TP1 1 sae.2. �i/�j.W. ^H�• DU R. FAC. 1.00 FROM BB Sacramento,CA 95828 For more nforma on tht a J ob•s general notes page and t �f 1/ ALPI NE: www.al pt heft,,.core TPI:snos tpi nst.erg; WA: www.sbci ndustry.come ICC:s'wwn.i ccsafe.org SPACI NG 24.0" J REF— 1 VLC7175Z12 FXP,17-R1-1 5 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - EG ) 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.: bridging recommendati ons. Webs 4x2 DF-L Std/Stud Speci al I oads Bottom chord checked for 10.00 psf non-concurrent bottom chord live (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) I oad applied per IRC-12 secti on 301.5. TC- From 100 pl f at 0.00 to 100 pl f at 31.50 Deflection meets L/480 live and L/360 total load. Cree increase BC- From 14 plf at 0.00 to 14 plf at 31.50 factor for dead load is 1.50. p TC- 1022.07 Ib Conc. Load at 13.14 Truss must be i nstal I ed as shown wi th top chord up. 6.5" 2. I— 9-4-8 1-1-17 — 12-8-5 -i--f- 7-10-8 ,30" Typ, 3X3= W=3X5= 3X3= 3X5= 4X12= 3X10= 3X5= 4X5= T �_ _ T2 62 _. +9 0-0 i_ 3X3= 3X7= 3X3= W=3X5= 4X12= 3X10= 3X7= 3X5= T 3X3= 4-0-8 >l< 11-5-8 16-0-0 >I 0 122 6 12 _i1-s-12`2-6-12 2-6-12 1-1-11 2-7-8 2-2-5 2-6-12 2-6-12 2-7-8 8" 2-7-8 2-6-12 _2-6-12 0"12 4-2-4 I 5-1-8 4-1-ii ' 2-7-8 f`2-2-5 -I- 5-1-8 'I` 2-7-8 '8? 2-7-8 �I` J5-2-4 31-6-0 Over 4 Supports 1 R=22 R=1118 W=3.5" R=2718 W=5.5" R=755 W=5.5" Note: Al I PI ates Are 2X4 Except As Shown. Desi gn Crit: I RC2012/TPI -2007(STD) _ PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. j pROp,, TY: 1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-^_I18 ""wARNINGI""READ AND FOLLOW ALL NOTES ON ixls DRAIN NG! _ TC LL 825 N 4th Ave,Cornelius OR 971 l3 "•IIPoR MT"" Pawl SN Tnl S tAlMl Ns To ALL cormACTORs!ram=NB TIE I NSTALLEAS, 40.0 PSF REF R7175– 63568 Trusses regui re extreme care 1 n fab,cati ng, handling, sh;ppi ng. Instal I 1 ng and braci ng. Refer to and fol I ow thepI aformi ng'tI on of BCSI (Bu;I di ng Component Safety I nformat;on, by TPI and WTCA1 for safety print;nes pri or these fundi ons. I natal I ors shat 1 prowl de temporary brat;ng per BCSI. Unl essrpn ted otheratt w;se, 6 i top chord steal have properly attached structural sheath)ng and bottom chord shat 1 have a erl y aCh. r d rratlrna shown for permanent Iteral reatra t of we pr 14 59TCDL10.0 PSF 11/05/15 Ct. rw. DATE g Ce I I ng. ` i" b al I have bracing;natal I ed BCS^ BC DL 7.0 PSF DRW CAUSR7175 15309022 A rl 'l N I • th tl ons i 83, ai or B10,assn tel i cab)a e. y PI ates to drawing face for tan o osi per o "F II L I e Jo nt Ueta'Is, unle d otM1erwi se Refer t and P°s Ion a shown above a ngs 160A-2 for standard plate p Inn=. BC LL d"a:^e, a di v,s;on of I TW Bpi I dl ng grComponents group I nr. ehal I t be responsi 61 a for any dew;at;on from this .• 0.0 PSF CA-ENG CWC/CWC 9, any fai lure to bui I d the truss;n conformance w1 th ANSI/TPI 1, or for handl;ng, sh;pp1 ng,AN ITW COM INY 1 natal I at;rn A brayi ng pt tr„asea. 9f�'`Q 7 1919 TOT. LD. 57.0 PSF SEQN- 351036 A seal on Nis drawl np ar cover pap.I I sel np this drawl np, I ndl esus acceptance of profess!anal anal marl I raasonsl el 11 ty so1 el y for tee Wal gn sheen. T11e til tab!I I ty and use of this drawl ng for any structure I s�the8351 Rovana Circlereaponal en l ey of w pun al rq oasi pear per Axsl/TPI T see.z. \\44,..i.....................) �ia�wr(`AHQ'• DU R. FAC. 1.00 FROM B B Sacramento,CA 95828 For more lnformatl on a th;s J ob'a general s page a these web s' cosi ALPI NE: waw.al pi neltw.tom; TPI: was.tp;nst.org; WTCA www.sbc;ndustry,corn; ICC: www.i ccsafe,org EXP.12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - F ) Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #1&Bet. :B2 4x2 HF #2: bridging recommendati ons. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load 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. 5-3-0 9.5"-I ;5- 13-0-0 6.5" ,30" Typ. y�' 7-10-8 3X7= 3X3= 3X5= W=3X5= 3X10= T2 3X3= 3X7= T -i / ....,•""'....,.,,,-, 9-0-0 i_ 11 W=3X5= 82 3X5= 3X3= 3X10= 3X10= 3X7= 3X7= 3X5= L 11-0-0 16-5-8 al 0 122-6-12 2-6-12 11' 2-6-12 _l,2-6-12 2-6-12 12-6-12 2-7-8 8" 2-7-8 2-6-12 _L 2-6-12 0,IF 2 5-2-4 111'T 5-1-8 �` 5-1-8 2-7-8 �I ` 2-7-8 �� 5-2-4 '1 H27-5-8 Over 3 Supports R=561 W=3.5" R=1846 W=5.5" R=832 W=5.5" Note: Al I Plates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. p2E1Rp�w. TY: 7 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 ."WARN!NGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! — 825 N 4tlr Ave,Cornelius OR 97113 ...IMPORTANT" FURNISH THIS DRAWING,B ALL CONTRACTORS INCLUDING THE INSTALLERS. f�E}� TC LL 40.0 PSF REF R7175- 63569_ Trusses requi re extreme care I n fabri cati ng, handling, she ppi ng, I Asea)I 1 ng and braci ng. Refer to and fol I ow t.V DATE 11/05/15 the latest edition of BCSI (But Itle ng Component Safety Information, by TPI and.TCA) for safety practices p V to performi ng these fundi ons. I Asea)I ers shat I provi de temporary bract ng per BCSI. Unl ass noted therwi se, 14659 � DL 10 0 PSF top hod=hal I have properly attached structural =heath)ng and bottom chard shat I have a proper)Y attachedsl r BC DL 7.0 PSF ,g" i ling Locations shown for permanent latera restraint of webs shall have brat" Asea)led per ,4 1 , se B3, B7 pr B10, as app)I cam e. Apply pl aces to each face of for and pose ti on as shown above and on DRW CAUSR7175 15309013 ' I�J I the Jot nt Detai I s, unl ess notetl otherwl se. Refer to drawl ngs 160A-Z f standard p1 ate pose tt ons. BC LL I AI pi new a di vi si on of I Tw BO I di ng Components Group Inc. shat I t be response bra for any tlevi ati on from thl s e,-, -_.., 0.0 PSF CA-ENG CWC/CWC draw,rg, any fat I ure to bue I d the truss i n conformance we th ANSI/TPI 1, or for g, handling, she ppi n - _ AN ITW COMPANY !net.,I ati on&brace ng of trUssea. 'F 99 w TOT. LD. 57.0 PSF SE A..al on w a a drawl no or ver papa I I no this Orval no, I ndl at.e acceptance or prof...!0Aa1 enol neer'ng '9j 7,ti9 Q4% QN 351038 r..p.n.lw I Ity..I elyfor Ohs d..1,.sheen. The al tab! ry l l tend use of this drawl ng for any structure Ithe '� 8351 Rovana Circle re.poh.1 a I I Cy of the Bad l dl ng Designer per ANSI/TPI 1 Sec.2. pp IN/4N6DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For more Informati On see ta Jobs s general t a page and these web SPACI NG 24.0" JREF- 1VLC7175Z12 ALP!NE: www,al pi Rei tw.corn; TPI: www.tpi not.ors; 4/TCA: w CA: worm.sbci ntlustry.tom; ICC: www,i ccsafe,org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - FGE ) Top chord 4x2 HF #1&Bet. :T2 4x2 HF #2: Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Bot chord 4x2 HF #2 :B2 4x2 HF #1&Bet. : Ioad applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud 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 load is 1.50. Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. Al I Fasten rated sheathi ng to one face of thi s frame. connections to be designed by the building designer. W=3X5 T2 1 T 1-6- II0 I 1-6-0 0��/1/��/f/��/ i/ //�//��//�//�/ /�//�/ //// c# 9-0-0 1 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 1. 5X3 III Z 1.5X3 III 1. 5X3 111 1. 5X3 111 1. 5X3 111 1. 5X3 111 1. 5X3111 1.5X36111 1. 5X3 111 1. 5X3 111 1. 5X3111 1. 5X3 111 o 12 W=3X5 17 27-4-0 0"12 i27-5-8 Over Conti nuous Support :71 R=114 PLF W=27-5-8 Note: Al I PI ates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. I .Ire LLQ •TY: 1 OR/-/1/-/-/R/- Scale =. 2511/Ft. %Truss Components of Oregon (503)357-2118 •.WARM NGI aw READ AND FOLLOW ALL NOTES ON THIS DRAWING! tL' 825N4th Ave,Cornelius OR97113 ••RwDRTANT•e RPM SHTRIsDRAPINGTO ALL CONTRACTORS INCLUDING TMEINSTALLERS• �'E TC LL 40.0 PSF REF R7175— 63570 Trusses rents re extreme care I n fabri cats ng, handl I ng, shi ppl ng, i nstal I I ng and bract ng. Refer t and fol 1 ow �f`� the I ste=t etli ti on of BCSI (Bti I ng Component Safety I nfarmati on, by TPI and NTCA)far safety practces prior ty�q 14659 '9 TC DL 10.0 PSF DATE 11/05/15 rr o Performs ng l these fundi ons attached I srs truct I I provi th teP ovary brats n9 per BCSI. Un epr per!noted y attachi se, } ,.a,+�w top chord Sha have properly a Instal s ural rovi.s ng aM bottom chord rM1al have a properly attached i rs g tl ce1 I ng Locate ons shown r permanent I cetera restr int of webs shat I have brat ng i nstal l ed per BCSI 'agT3i BC DL 7.0 PSF DRW CAUSR7175 1 530901 7 ,4crycci ons B3, BT or B^Oesss^pplicable ApPIY places to eec9sface of for standard tion as shown above and on I e Jo nt Detai I s. ted etherwi se. Refer to tlraw,n 160A- r tl rtl pl ate pose t1 ons. BC LL 0.0 PSF CA-ENG CWC/CWC Al pi no, a dl vi si on of 111V Bui 1 di ng Components Group 1 nc. shat I not be r si bl a for any tlevi ati on from t tlrawi nstal I, any failure to f trud the truss i n conformance tui tM1 ANSI/TPI 1, or For handl i ng, bin ppl ng, AN RTW COMPANY i metal I acs on a brad ng of cruses. �! SEQN- A...I on this cress or savor page 11 atl re this Prowl ng, I mel Bates.ee•pt•nae of profenl anal O gI mewl ro 07, C. ��Q DUR. FAC. 1.007 PSF FROM 66351040 respond bI11 ty sol N y for w design show,. Tho w1 tall 11 ty and use of UI•gram ng for any structure 1 s tna 8351 Rovana Circle ....moons!m I I ey of the Bus 1 PI ng Mel Gnar per ANGI/Tpl 1 Sec.z. Sacramento,CA 95828 For more Infermatl on see thl a nob a general notes page and these web apes: $PACI NG 24.0" JREF- 1VLC7175212 ALPI NE: wrw.al p1 mei to.Com; TPI: v.•ww.tpi not.org; NTCA: waw.sbcl ntlustry.cam; ICC: www.I ccsafe.org EXP.12-31-1.5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - IGE ) Top chord 4x2 DF-L 2400f-2.OE + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud :W2, W4 4x2 DF-L #2: This truss spaced @ 24.0" OC supports additional concentrated load at (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate I eft end from 8.00' stud wal I (15.00 PSF) supporti ng 12-6-0 roof spans pl of detai I s for sped al posi ti oni ng requi rements. wi th 3-0-0 overhang. Roof I oad: 25.00 psf LL and 10.00 psf DL. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Bottom chord checked for 10.00 psf non-concurrent bottom chord live cl addi ng I oad one face, and 24.0" span on opposi to face. Top chord I oad applied per IRC-12 secti on 301.5. must not be cut or notched. _ 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 load is 1.50. 3X3= 4X5III 5X5 3X5= 3X5= 3X5= 17 -1011 1:•••••••••00°. 1%iii44%% - ...,••••••000°. 4441\,44444%,. 1 900 V V -00°W4 l 4X5= 2X4111 3X5 3X5= 2X4111 3X3= 2X4 III 3X5= _ 1. 5X3(**) III 3X7 2X4 III LE1-6-0=1< 11-10-8 < 5-7-8 >1 0"12 1-8-0 2-6-12 � 2-6-12 1-6-8 J— 2-6-12 _l_ 2-6-12 2-7-8 z„ 2-7-8 I-1-8-12 I 5-1-8 T 1-6-8 T 5-1-8 T 2-7-8 '1t` 2-8-4 '1 1< 19-0-0 Over 3 Supports H R=1859 W=5.5" R=1283 W=3.5" R=238 Note: Al I PI ates Are 1.5X3 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. . r . /TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon 503 357=-1 18 "WARM MGI••READ AND FOLLOW ALL NOTES ON THIS DRAIN NG/ �� po ( ) ••IMaDRfANr•• FURNISH THIS AWING T)ALL CONTRACTORS INCLUDING THE INSTALLERS. Act: '''rt LL 40.0 PSF REF R7175— 63571 825 N 4th Ave,Cornelius OR 97113 Trusses requi re extreme are 1 n febri tori ng, handl i ng, sM1i ppi ng, natal a.i ng abract ng. Refer!o and fol l ow e I utast edi on of ` BCSI (Bui I ei ng Component Safety I nrarmatl on, by TPI ane YWCA) for safety practi ces Ari or 14659 TC DL 10.0 PSF DATE 11/05/15 o Pchord;nal!ase functions. InatalI ers structural al she de temporary o!bo brad ng per alI .ave ass noted attach se, oddihk top chord Sha Iheava properly attached si t ra sheathing antl bo chord shall have a properly attached r tt u rigid cel ng. Locations shown for permanent restr of all have bracing installed per BCSI t• sects ons B3, W or Blo, as Ito each face of truss and posi ti on as shown above o > BC DL 7.0 PSF DRW CAUSR7175 15309003 A11i cable. Apply pl ares n \\* A 11 L 3 N I the los rat Detai I s, un1 ass noted otherwi se. Refer to drawing=SI/TT_Z for standard pl ate pose ti ons. pin i BC LL 0.0 PSF CA—ENG CWC/CWC I AI pi ne, a di vi sl on of I TW Bui I di nq Components Group 1 nc. shat I t be r:PZ,i,,%::, ,e f any devl ati on f th' s I tlrawi ng, any fai I ure to Dui I d the truss i n conformance wi th ANSI/TPI t, or for bantll i ng, sM1l ppi nq, AN ITW COMPANY 1 natal I ati an A braci ng of trusses. ffC g�9 �" TOT. LD. 57.0 PSF SEQN— 351048 A Baal tills drawl ng or ower paps I I atl rap Chi s drawl ng. frail eaten aeeeptanea of prefatsl anal magi marl ng 4)0f. 7.11 104 rwponsl bi 1 I ty tot N y for the dos!w slow,. T s MI!tall 11 ty oral usa of NI•Crawl ng for any strueture 1 s the 8351 Rovana Circle roponsl bl 11 ty of the Doi I CI ng Deal sneer pmr ANSI ITPl 1 Gene.z. v-/4N�•Goa, DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For more nfermatl ons thl s job's general notes page and these webs n ALPI NE: waw.al pi nei'tw.coma TPI: wvw.tpi est.org; YWCA: www.sbci ndustry.coin: ICC:Iwxw.i sc=are.org SPAC I NG 24.0" J REF- 1 VLC7175Z 12 EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Ri versi de PI an 3382 fl oor -- VERI FY VERI FY, OR - I ) Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud This truss spaced @ 24.0" OC supports additional concentrated load at Bottom chord checked for 10.00 psf non-concurrent bottom chord live left end from 8.00' stud wall (15.00 PSF) supporting 12-6-0 roof spans Ioad applied per IRC-12 secti on 301.5. wi th 3-0-0 overhang. Roof I oad: 25.00 psf LL and 10.00 psf DL. Def I ecti on meets L/480 Iive and L/360 total I oad. Creep i ncrease Truss must be installed as shown wi th top chord up. factor for dead I oad i s 1.50. II 6-11-0 + 17 + 10-8-0 H H. 30" Typ. 1. 5X3 III 3X3= 4X5 III 4X5= 3X5= 1. 5X3 III 3X5= 1. 5X3 III 3X5 1.5X3 III --j, 1-6-0 po+0,0.0„.„00.IPA%.„......„,. I II I 1 I 1-6-0 Ys o-o b 4X5= 3X5= 3X3= 2X4 III 3X5= 3X7— 2X4111 3X3 Le1-6-0>I< 11-10-8 >1< 5-7-8 >I o"12 l` 118 12 2-6-12 5 1-8 2-6-12 I 1-6-8 2-6-12 5 1-g 2-6-12 2-7-8_ > 2-7-8 °II? 2' 2-8-4 'I 19-0-0 Over 3 Supports >1 R=1858 W=5.5" R=1111 W=3.5" R=230 W=3.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%g(0%)/4(0) 15.01.01. s.i!;,2PROpF Y: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. •'WARN!NGI e• READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon (503)357-2118 41/4 ••11PORfANr•• FORNISN TNIs DRAM TO ALL CONTRACTORS INCLUDING The INSTALLERS. ' TC LL 40.0 PSF azs N ark Ave,Cornelius OR 97113 11'`* REF R7111 63572 Trusses re,wl re extreme<(Bi I n Talar,mpt!ng, Sand) ng, shi pp!ng, ,ysTPI I 1 ng and brad ng. Refer to and Tel!ow j/�' 14659TC DL 10.0 PSF DATE 11/05/15 the latest edl then ofBCSIuncti ns. I ng Component Safety I de temporary by TPI and WTCA) for safety pre<tl<es pre, ��y� "� o perform)ng these fundi ons. Instal ors shah I prowl de temporary bract ng per BCS!. Unl ess noted otM1erw se, "+wi' top chord spar roper,y attached structure se acne cg and bottom chord shat I have a proper!y attached ,wp DRW CAUSR7175 15309007 rl g d tee I i ng Locations shorn for permanent I drew I res al nt of webs shah I have brat ng Installed per BCS! t I " -f BC DL 7.0 PSF All L I i. hetions B3, BJ or B^0,sasnoteappicab)e. e. y plateso drawl M1 Face of for standard tate as iti on abover dtM1ns O the Jal nt Detai!s, e Bid I i ng Compo Refer t each 160A-Z f d pl ate pest ti ons. BC LL 0.0 PSF CA-ENG CWC/CWC I AI p!ne a tli vi si on of TW I cl I ng Components Group Inc. sM1a1 t be ror for bl e f any dewi natio,on F e''w e wi ng, any fel I urn to bui I d the truss I n conformance wi th ANSI/TPI 1, or for M1antll I no, shi ppi no, '�� AN ITW COMPANY A,-....1 ..&.cion&bon Ohl a d'nn'trusses.r lIOting thin drawl no, Indiewa a«.,ta„a•of profess!mud ,9, 'F4.7,15 89 Qtyo TOT. LD. 57.0 PSF SEAN- 351043 Weapons)a I I ty dal e1 y for the deal gn Oven. T.e al heal I I ty and uw of NI a drawl n p for any structure II a the AiP - 8351 Novena Circle reaponai a l l ty of the&d l dl nR Deal pear per ANSI/TPI 1 Sep,2. nAM1N,G�� OUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For morehnformatl ons th1 s j ob.s general notes page and these web s!Cos: WON/.ALP!NE: a,pl neitw.con; TPI: www.tpi nst.erg; NTCA; www.slate n dustry.comm ICC: www.a ccsafe.erg EXP.12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - J ) Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for braci ng and Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud Negative reaction(s) of -310# MAX. (See below) from a non-wind load Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive case requi res uplift connecti on. 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 load is 1.50. 1.- 7-0-0 1611 + + 10-8-0 H 30" TYP. H 3X3 3X3= 3X5 3X5= 3X3 1-6-0 / \ + \ 1-6-0 9-0-0 V 3X3= 3X3= 3X7 3X7= 3X3 11-8-0-J--- 12-0-0 >i< 5-4-0 > 0:I;11 9102 2-6-12 5 1-g 2-6-12 1_5-8 2-6-12 5 1-g 2-6-12 ..+.. -7-8 ›a.bc 2-7-8 2' 2-8-4 '1 19-0-0 Over 4 Supports R=2/-310 W=5.5" R=1110 W=3.5" R=275 W=3.5" R=1074 W=3.5" Note: Al I PI ates Are 2X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:2 OR/-/1/-/-/R/- Scale =. 375"/Ft. Trnss Components of Oregon 1503)357:A18 eeWARNI NGI as READ AND FOLLOW ALL NOTES ON m1ls DRAM NCI �,t% �04- TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97�13 '•I IvoWrANr•• Fl RNl SH TMI s CRAM NG TO ALL CONTRACTORS I Newel NG THE l Nsr"uERs• ��Q` REF R7175- 63573 Trusses Tagus re extreme care i n fabri cats ng, handl 1 ng. shi ppi ng, instal 1 i ng and braci ng. Refer t fol 1 ow r.4. �_ , the I e=ast ed1 CI on of BCSI (Bus 1 ds ng Component Safety I nformati on, by TPI and STCA) for safety a t pri o ,•V �� n 14859 y, TC DL 10.0 PSF DATE 11/05/15 ters o Performs ha I have fur=s ons ttaste I structural la eshe de Gema.bo braci hg per 9l I Bn ass noted o terws se,r chord shal have rl Cap ch prose y attached s dural sheathing and bottom chord shat have a properly attached ri gi tl cel 1 I ng Locate ons shown r permanent I t Tal restrai nt of webs sM1al I have brat ng nstal led r SCSI A R 5 1 9O �T e � n A I' L l N sectsons BDetails, B]or 810, as applicable Apply penes Co weaching face of truss and posel on as shown above and on i�T1�a G OH 7.BC DL 0 PSF DRW c us 717 s3o OI the lei nt Beta I s, unl ass noted otgerwi se Refer to draw ngs 160A-Z far standard p1 ata pari ti en=. BC LL 0 0 PSF CA EN CWC/CWC I Al drawl ne, a dl vi si on of I TW Bul I dl ng Components Group nc.i shat I C be respond DI e f any devi ate on from thl s drawl ng, any fai I ure to bus I tl the truss s n conformance ws[h ANSI not 1, or for handl Ing, shs ppi ng, AN ITW COMPANY 1 natal I etl on a bracing of trusses, g TOT. LD. 57.0 PSF SEQN— 351056 AANI thl s drorl np or cover page I I etl ng this drawl rg. I ndl cabs 00ptance of profmNi enol *nal neer)np \\;:b......................) /4C 7,19$vegan IS I I ty NI N y for the deal gn eno.n. TIN cal ba I I ty and use of tnl s drawl ng for any structure I e the ,��M�.C� DUR. FAC. 1.00 FROM BB 8351 Rovana Circle Trigonal DI I I ty of the Sul I dl ng Deet goer per ANSI/TPI 1 Sae.2.Sacramentq CA95828 For mora informa=len s the inst.o general n a page and these web= SPACING 24.0" JREF- 1VLC7175Z12 ALPINE: wrw.al pi nes tw.tom; TPI: www.tpi nst.erg; WfCA: www.sbcl ntlustry.tom: ICC:Iwww.i ccsefe.erg EXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Ri versi de PI an 3382 floor -- VERI FY VERI FY, OR - K ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud Negative reaction(s) of -313# MAX. (See below) from a non-wind load Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive case requi res uplift connecti on. 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. E. 6-11-0 H— 18 5-3-0 H I 30" Typ. H 3X3= 1. 5X3 Ill 3X5= 1. 5X3 III 1. 5X3 Ill 3X5= 1. 5X3 III 1-6-0 _N _ 000.0000.gig., 11% 4114% _ 1-6-0 eird 49-0-0 ' 3X5= 3X3= 2X4 Ill 3X7= 3X5= L-1-8-0 SIE 12-0-0 1-9-12 2-6-12 _I_ 2-5-12 1-7-8 2-6-12 ...1... 2-6-12 o"12 0''h2 1-9-0 I 5-0-8 I 1-7-8 I 5-2-4 I 13-8-0 Over 3 Supports R=126/-313 W=5.5" R=642 W=3.5" R=1095 W=3.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 t . ;* QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2_118 “WARNI NGI e e READ AND FOLLOW ALL tams oN THIS awl NGI �y ©F� 825N4thAve,CorneliusOR97113 '•IMpalrANr•• FURNISH THIS ]RIAING To ALL bIRR/LISRS INCJA]ING THE INSTALLERS. ' TC LL 40.0 PSF REF R7175- 63574 Trusses r.ui re extreme care i n fatal cati ng, handling, sni ppi ng, instal I i ng and brad ng. Refer to and fol low the Isles!etli t on of BCSI (Bue l d ng Component Safely I nrormatl on, by TPI and NTCA)for safety Wa=d Des - )• 4‘1444' TC DL 10.0 PSF o performi ng these funoti ons. t1 nstal I srfuchal aterav de temporary brace have o t p . e. 14659 DATE 11/05/15 hg per alI unless noted attachise.r �.. COP=toed shalIng. Love properly attached structural a sheath ng and bo tom chord shave M1 e a DI nstal y attached BC BC DL 7.0 PSF DRW CAUSR7175 15309006 re go telling Locations shown for permanent v rest i ofwebsshall have b ng Installed per BC51 A L 1 the ons Ba, B]or unl as Rot itatea se. y plates to eachwing face of Leu standard to poseL ti mtltM1ns ' o , e Join!Geta I Dnless n ted ptherw= Refer to drawing=160A-Z far= peat¢p l BC LL 0.0 PSF CA-ENG CWC/CWC Al pl ne, a div sl on or I.Bui I di ng Components Group Inc. shat I not be response tole for any deve ali on f drawl ng, any foe lure to bue I d the truss e n conformance we th ANSI/TPI ,, or for handling, she ppe ng, AN ITW COMPANY i nstal I ate on&brace ng of trusses. g .,.'.7/ TOT. LD. 57.0 PSF SEAN- 351058 A Reel on NI s drawl no or oever papa I I at1 no NI s drool no, I ndl este acceptance.of prefwl anal enpl neon no 4, 'Z.0 ✓',196 QQ�i DU R. FAC. 1.00 FROM BB response bl I 1 ty el el y for the del on Noon. The sue Labe I 1 ty and use of the s drawl no for eery¢tractor¢1 e Ns 8351 Rovana Circle respdnel bl 1 I ty of the Sul I dl ng Deal finer per ANSI/Tel ,See.2. L a1 Sacramento,CA 95828 Fee more i nfermeei on> rni a eb•a general notes page and chase wet ,�n wr�nA ALPINE: am .al pe nee tw.tom; TPI: www.tpe net.org; NTCA: www.sbci ndustry.nom; I CC: www.1 ttaafe.org SPACING 24.0" J RE F— 1 VLC7175Z 12 EXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - K1 ) Top chord 4x2 DF-L 2400f-2.OE + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud This truss spaced a 24.0" OC supports additional concentrated load at Bottom chord checked for 10.00 psf non-concurrent bottom chord live left end from 8.00' stud wall (15.00 PSF) supporting 12-6-0 roof spans I oad applied per IRC-12 secti on 301.5. wi th 3-0-0 overhang. Roof I oad: 25.00 psf LL and 10.00 psf DL. Deflection meets L/480 Iive and L/360 total I oad. Creep i ncrease Truss must be i nstal I ed as shown wi th top chord up. factor for dead load is 1.50. 6-11-0 18 5-3-0 -I 1. 30" TYP. H 4X8 1. 5X3 III 3X7-- 1.5X3 III 1. 5X3 III 3X5= 1. 5X3111 1-6-0 1-6-0 [ , , 9-0-0 1.5X3111 3X5= 3X3= 4X8= 3X5= 1-6-0- 0'12 1-8-12 2-6-12 _I2-6-12 1-7-8 2-6-12 I_ 2-6-12 o� 1-8-0 5-1-8 1-7-8 5-2-4 13-8-0 Over 2 Supports R=1937 W=5.5" R=613 W=3.511 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 =. 511/Ft. Truss Components of Oregon (503)357-:.118 "WARM NGI w•REM AND Fa1W1 ALL NOTES ON THIS DRAWING! 0' QF 825N4 Ave,Comehus0 97 13 "' FURNISH THIS DRAWING To ALL cogrBACTBRs INCLUDING THE INSTALLERS. .`<G TC LL 40.0 PSF REF R7175- 63575 Trusses re/quo re extreme care n fabri call ng, handling, shi ppi ng, instal 1 i ng and bract ng. Refer to and fol I ow the latest edition f BCSI safety practices prier <v �'�' TC DL 10.0 PSF DATE 11/05/15 esu Inst llers stud Safety Information, by TPI and WTCSI for s 14659 '� o Pchord l ngshal I havesee fundi ons attached Installers 1 Prov to temporary brad ng per BCSI have eproperr!y otherwi se. to chore Ing Lave property a for pe stn ural sheaths ng ant bo tem chard shat I h a praperl y attached t" BC DL 7.0 PSF DRW cAUSR7175 15309012 rl gb tl ceiling or Btl ons mown for permanent latera reser t f webs sha11 have b ng i st I aed bove and ,. A ll 1 sect)ons B3, B]or Bunless note lcabl othee Apply pines to drawl ng face of trufor standard pos tate as shown abover tl on II o he Jo nt Oeta Is, noted wise. Rater o drawings 160A-Z fors a tl plata poaitldps. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a et vi si on of I TN Bui I ti ng Components Group Inc. shat I t be responsl hi e f any devi a,on f thi s erawb ng, any fab i ora to but I 0 the`rasa t n conformance wb th ANSI/TPI ,, or for handl for shb ppi ng, TOT. LD. 57.0 PSF SEQN- 351061 AN ITW COMPANY b natal I acb a,.bract ng of trusses.A.awl en tbl s dr.w1 no or eamr pope I I.t'np Vile drawl ng. I MI cotes.ecoptanu of professional .ng1 nwrl np 2,re.pon.l bill ty solel y for the des1 on$11awt. The sal toil II ty end use of thl•drwl no for any structure is toe 4DUR. FAC. 1.00 FROM BB 8351 Rovana Cycle re.ponsl bl l I ty of the Bul I dl ng Ds.l goer per ANSI/TPI 1 Sec.2. \\iss..L.0.) *Sacramento,CA 95828 For mare nforma on thl s J ob's general n s page and these web r ALPI NE: wave al pl nelltw.com:tiTPI see tpt nst.org; WFCA: www,shcb ndustry.tom; I CC;slwww.i ccsafe.org SPACING 24.0" J REF- 1 VLC7175Z 12 EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - KGE ) Top chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cl addi ng I oad one face, and 24.0" span on opposi to face. Top chord Special loads must not be cut or notched. (Lumber Dur.Fac.=1.25 / PI ate Dur.Fac.=1.25) TC- From 20 plf at 0.00 to 20 plf at 13.67 Deflection meets L/480 live and L/360 total Ioad. Creep increase BC- From 34 plf at 0.00 to 34 plf at 13.67 factor for dead Ioad is 1.50. TC- 918.00 I b Conc. Load at 0.06 Truss must be i nstal I ed as shown wi th 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 bui I di ng desi gner. Negative reaction(s) of -1105# MAX. (See below) from a non-wi nd I oad case requi res uplift connecti on. 3X5= 4X5= I -/ - _ _ _ -- 1-6-0 1-6-0 I I - I I- 7 —— 4_9-0-0 III // ///////////////A 3X7 U=1105 1.<-1-6-0� 2-7-8_ _I_ 10-11-12 0"12 01-2-12 _ 12-1-4 02 f 13-8-0 Over Continuous Support 1 R=147 PLF W=12-2-0 Note: AI I PI ates Are 1. 5X3 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 .Ir QF QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. ••wawa RNI•• READ RAV FBting ALL NOTES ON S IN LUDINGG1 "� y TC LL 40.0 PSF REF R7175- 63576 Truss Components of Oregon (503)357-1118 tG4 F 825 N 4th Ave,Cornelius OIL 97113 •'I M gRfANT•• r Bal SH TNI s xwn NG'°ALL CONTRACTORS INCLUDING w'xB TNe I Nsr"u e"s• Trusses requi re extreme care i n fabri tinti ng, handling, shi ppi ng, I nstal I i ng and brat.ng. Refer to and fol I ow . x the I incest edl ti on of BCSI (But I di ng Component Safety I nformatl on, by TPI antl"MA) for safety ' o Perform.ng these functions. InstalIersuchalI provide i ted oth05 ase, 14659�'Q TC DL 10.0 PSF DATE 11/05/15 temporary bo bracing per alI have y attach se, top chord shall have properly attached structural sheathln and bottom chord shall y attached etl rl gid dei ng Locati Doss shown for permanent I ateral res ai nt of webs shat I have brat ng nstal ed perhBCSI , BC DL 7.0 PSF DRW CAUSR7175 15309019 A 1' 1 1 N n e Ions B3, 87 or BIg, s app'icab'e. e. y places o draweach face 160A-I cru Cand positote a shown above an „ns o I rhe Joi ine, Baia unless noted othl�g rwi Cos Refer t nus I no Z fors standard plate any de ons, BC LL 0,0 PSF CA-ENG CWC/CWC I AI pi ne, a di vi si on of I.Sul I dl ng Components Group 1 no. M1al I t be responsi bl e F any tlevi inti on from[ drawl ng, any tai I ore to bui I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shi ppi no, AN ITWCOMPANY tallation.bracing of trusses. '4.0 £ mg .,r" TOT. LD. 57.0 PSF SEQN- 351063 A seal on eel.drawl ng or..y.r page I I.ti ng tel.drawl ng, I nm..L..e..pt.no.or prore.el en.1 .,gl noon'ng 9 C.T,'t Q� reponel IS 11 ty ofsole,y for troll des!gn shown. TheNSI w1 Calx I l q end tl.e of chi.drawl mg run any structure l e the '977��W.pa�`Q D U R. FAC. 1.00 FROM BB 8351 Rovana Circle reponel bl 1 I ty or Has guI 1 dl ng Dsel 9nar per ANSI/TPI 1 Sac.2. 1� Sacramento,CA 95828 For more I nformeti on see thi s J ob's general n s page and these web sI ALPI NE; woft,al pineitwn .corn; TPI: mw.tp. st.org; WTCA: www.sbci,mustry.corn; ICC: www.lcopal,.org SPACI NG 24.0" JREF- 1VLC7175Z12 EXP.17-q1-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - H ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bri dgi ng recommendati ons. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/480 Iive and L/360 total load. Creep increase load 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. F. 30" Typ, 1 1. 5X3 III 1. 5X3 III 3X5= 1. 5X3 III 3X3= 4X5= 1.5X3 III - _ _ — i 1-6-0 _ 1-6-0 ;..1....,...- _ 4_9-0-0 3X7= 1.5X3 III 3X5-=- 3X5= X5=3X5= 3X5= 0n1z 2-6-12 2-6-12 2-7-8 z 6 2-6-12 0'12 5-2-4 �I.I� J_ 2-6-12 2-7-8 22 98 5-2-4 13-2-8 Over 2 Supports >1 R=753 W=5.5" R=753 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 . , ..r QTY: 3 OR/-/1/-/-/R/- Scale =. 5"/Ft. ••WARN]NGI•• READ AND FDLLDEl ALL ND1Es ON nus OWING] +` °P6-.,46... TC LL 40.0 PSF Truss Components of Oregon1503)357z-118 �,� ••I IroRiANr•• FURNI SH T11 S DRAIN NG m ALL CONTRACTORS I IICLUDI NG THE I NSTALLERs. 825 N 4th Ave,Cornelius o 97113 e� REF R7175 63577 Treses regi re extreme tare I n fabri earl ng, handl I ng, shi ppi ng, i nstal I I ng and braci ng. Refer to and fel I ow Z' DATE 11/05/15 oe edi t on f BCSI (Bpi I di ng Component Safety Information, by TPI and WTCA) for safety practices ori o TC DL 10.0 PSF performing these fundi ons. tl natal I ersuchal I provide temporary brat ng per BCSI. Unless noted otherwl se,r 14659 • r. 41116 top chord sha have properly a t Chad structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent I t ral rostral t of webs shall have bracing installed perBCSI 1 I ecti ons B3, B7 or B1O, as soul l cabl e. Apply pl atesf to each ace of truss and post ti on as shown above and on ,4 LOJ BC D L 7.0 PSF DRW CAUSR7175 15309010 the Joi nt Carni 1 s, u l eBnoted otherwl se. Refer to awl ngs160A-Z for standard pl ate pose ti ons. Al pi ne, dl vi Eli on of 11111 Bui I di ng Components Group I nc. a al I not beresponsl bl a for any ati n from this BC LL 0.0 PSF CA-ENG CWC/CWC tui ng, any fai I ure to bul I d the h AN ITW COMPANY instruss I n conformance wl thANSI/TPI 1, or for handling, shl ppi ng, o tallation A braci ng of trusses. .f. �g '�r~ TOT. LD. 57.0 PSF SEQN- 351012 A seal .n t i.drawl ng or cover p.g.II na ng t i.drawn ng, I nal cotes acceptance of prof...]on.I .ng'n..rl ng 9 C.7, i 4f mesons]bl I I ty sot el y for the deal gn shown. The eta tete! ty end use of tnl s drawl oro for tiny structure 1 s e. I�1 835t Rovana Circle reopen.]ell I ty of the Ella 1 di ng Designer per ANSI�I 1 sec,2. 1/ �Q DUR. FAC. 1.00 FROM BB Sacramento,CA 95828 For more I nformati ons chis j ob's general notes page and these web Si �W.V� ALPI NE: www.al pi nei tw.coo; TPI: ,tu..tp,nst.org; AICA: www.sboi ndustry.con; I CC:]www.i ccsafe.org FXP.17-41-1 5 SPAC I NG 24.0" J RE F- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - C ) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendati ons. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/480 live and L/360 total load. Creep increase Ioad 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. 5-3-0 30" _1— 5-3-0 30" Typ. 1. 5X3 III 3X5= 1.5X3 III 1. 5X3 III 3X5= 1. 5X3 III /:•001..aiiiillliiiiii ill 1-6-0 1-6-0 ni +9-0-0 3X5 3X5= 3X5= 3X5 �L 2-6-12 5-2-4 2-6-12 �_�_$ 'I< 2-6-12 5-2-4 2-6-12z 1 _ 13-0-0 Over 2 Supports R=741 R=741 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. 0- :rVRROFf TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Tnlss Components of Oregon (503)357-2118 '"WARM NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! _ � REF R7175— 63578 p (( ) ••INpoRTANT•• FURNISH THIS DRAM To ALL CONTRACTORS INCLUDING THE INSTALLEII4. wC7� 4 TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 /' Trusses redI re a eme re I n fabrt cavi ng, handl b ng, or ppm ng, i notal I e ng antl bract ng. Refer to and fol t ow 14859 N TC DL 10.0 PSF DATE 11/05/15 the erform edi then ofunctl BCSI ons. Inst Component Safety de temporary by TPI and NBCSI for safety practices preor, o Performs ng these Functs ons I ache I ers structural I I Prov de hepnd bo brace ho per 1 I have els notpert y attach d ['• [op chord sbal l have properly attached forpe s ural rel rel ng and bottom chord chat e a properly attached BC l g tl cel I I, Loca[I ons shown for permanent lateral res i t of webs ssal l n ng notal I aed bove a BC 61 BC DL 7.0 PSF DRW CAUSR7175 15309020 s B3, B7 or B10, as eppl cabl e. Apply pl aids to each face of trussantl pose t on as lii ' e[Jonnh Neral s, unless no[etl ohM1erva se Refer[o draw 16OA Z forscantlard place poslhonsH� A[1 L'1 N 1 �' ,Ah., =Ian ngal np •antl on BC LL 0.0 PSF CA-ENG CWC/CWC AI pl ne a dl vi of ITN I cl dl ng Components Group I nc,I M1 c be response bl a For any devl ahs an from[M1I s drawl n9, any fab I core[a but l d sE.ec truss b n conformance wi fM1 ANSI/TPI ,, o, fpr handl ng, obi ppl ng, ' `C T•1OP t�,,0 TOT. LD. 57.0 PSF SEQN- 351024 AN ITW COMPANY t notes I acs on a bran ng of trusses. A soma on NI s drawl ng or cover paps II a01 no NI a drawl ng, I nen cotes ocooptanes of profoasl ono! anp1 nomrI no 4�S • 4Q reeponsl bl l l ty solely for the deal gn show.. The wd tew l l ty and use of this drawl ng far any structure I•the "OW. / N w.Gip DU R. FAC. 1.00 FROM BB 8351 Rovana Circle reponsl bl I 1 ty of the Elul I dl ng Daae pax per ANSI/TPI 1 Sae,2, Sacramento,CA 95828 For morelnforma[t ons [bi s j ob•s general s page and these web I ALPI NE: w.al pt netma cw,coTPI: wow.Cal nsc,org: RICA: waw,sbci ntlustry.nom: ICC: rms. wv..I ccsafe,org EXP,12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - G) Top chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet. Webs 4x2 DF-L Std/Stud Max JT VERT DEFL: LL: 0.19" DL: 0.21". See detail DEFLCAMB1014 for camber recommendati ons. Speci al I oads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 100 pl f at 0.00 to 100 pl f at 12.73 1 oad applied per IRC-12 secti on 301.5. BC- From 14 pl f at 0.00 to 14 pl f at 12.73 BC- 180.00 I b Conc. Load at 2.00, 4.00, 6.00, 8.00 Defl ecti on meets L/480 I i ve and L/360 total I oad. Creep increase 10.00,12.00 factor for dead 1 oad i s 1.50. Truss must be i nstal I ed as shown wi th top chord up. 5-4-8 23.75" is 5-4-8 H F30" Typ. 1. 5X3 III 4X12= 1. 5X3 III 1. 5X3 III 4X12- 1.5X3 III 1-6-0 1-6-0 i - , +9-0-0 I( 1.5X3 III 3X5= 3X5= 1. 5X3 III 4X8- 4X8 X8=4X8= 2-7-8 2-1-4 2-7-8 2-7-8 2-8-4 2-7-8 '1 2-1-4 2-7-8 2-8-4 12-8-12 Over 2 Supports >1 R=1212 W=5.5" R=1319 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. p2ARp�� TY: 2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon (503)357-2118 •' FURNISH•HISB RA FOLLOW LL NOTES ON TORS I LUMNGDRAM '`�f TC LL 40.0 PSF REF R7175- 63579 _ 825 N 4th Ave,Cornelius OR 97113 "I!PORTANT'. PBRMI SH TNI s DRAM NG TO ALL CONTRACTORS I gcLugl NG THE 1 NSfALLERS. Trusses regui re extreme are I n fab,esti ng, handling, shi poi ng, 1 nstal I I ng and brad ng. Refer to antl fel I ow �P..- 4% "� TC DL 10.0 PSF DATE 11/05/15 e 1°test.1 ti on ofrBCSI c(Bui I tli ng Component Safety I nformati on, by TPI and YRCA) t r safety practi ces pri or o performi ng these fundi ons. Instal 1 ers shat I provi de temporary brad ng per BCS!.for ess noted otherwi se, top chord shall have properly attached structural sheathing and bo t shall have a properly attached +''`,' ri gid ce I I ng. Locatl ons shown for permanent"I iteral a nt o we have bra.ng i til I edper BCS! faLI1U BC D L 7.0 PSF DRW CAUSR7175 15309049 ,4 �O` ectl ons 83, B7 or B4O, as oppl I oabl e. seep'y pl ares to each faceof truss saa.post ti on as shown above and on Je.Tei nt oetai l s, .nl_s n tad to Refar tp drawing=,60A-Z f tandard pl ata pesi ti an=. BC LL 0.0 PSF CA-ENG CWC/CWC tAl pi ne, a tli vi si on of I Tw Bui I tli ng Components Group 1 n<. :Ls, I t be responsi DI e f any tlevi eti on from[his e;.i a.• AN ITW COMPANY drawl ng,I te onn&b acing o"I fYS50s.truss n conformance wi tM1 ANSI/TPI 1, or for bantll �g, sDi ppi no, 9 'F 7 1RO ,. TOT. LD. 57.0 PSF SEQN- 351070 A gNl on NI•drawl no Or Ower page I I stl ng NI s drawl no. I nal°otos accoptonee of profs*sl On.1 engl neer)no f_A A r..p°n.l el I I h'42110 y for lets deal shown. The«,I taw i I ty sna w thl s dr.* for e.y structure re I s the VV/7 W.C�P`4 DU R. FAC. 1.00 FROM BB 8351 Rovana Circle resp°rlal a I I[y x the Bul I al ng Meal finer per ANSI rtpl ,See.z. 4 AI Sacramento,CA 95828 For more I nfarmati on see chi s J eb'a general notes page and these web ALPINE: www.al pi mei tw.corn: TPI: weev.tpi nst.org: NTCA: www.six.ndustry.corn: ICC='waw.I.safe.org EXP.12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z1 2 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - G1) Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 HF #2 bridging recommendati ons. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. F- 5-3-0 26.75" + 5-3-0 H f30" Typ. -I 1. 5X3 III 3X5= 1. 5X3 III 1. 5X3 III 3X5= 1.5X3 III ,_6D -1 +-0101......°°.°11.1.411-11%1141 1-6-0 +9-0-0 i 3X5= 3X5= 3X5= 3X5= __ 0a1i 2-6-12 5-2-4 2-6-12 2-4-44 ›fc 2-6-12 5-2-4 2-6-12 4i- Fc 12-8-12 Over 2 Supports >1 R=726 R=726 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. x9RopF TY: 3 OR/-/1/-/-/R/- Scale =.5'I/Ft. Tress Components of Oregon (503)357-2118 "WARM NGI•• RFAB AND Foca'ALL NOTES ON THIS awl NG! �. — p Trusses ••I ANT•are inFfabScTM!S awING TO ALL mlrrnAGTORS INGL11BING TNe INSTALLERS �c0 ,I ' � * REF R7175- 63580 825 N 401 Ave,Cornelius o 97113 • " TC LL 40.0 PSF rec.re extreme c ng, handling, shi ppl ng, I nstal I 1 ng and bract ng. Refer t fol I ow the latest edition of BCS, (Bul,ding Component Safety Informacl on, by TPI antl WTCA) for s nd to perform,ng these functl ons. I nstal I ars sha,I prowl de temporary bract ng per BCSI. Unl esstn attached ea11/ cop chord shall have properly attached structural sheat,ng and bottom chord shall have a proper!yr- 5/1 5 ,� 14659 other, DL 00PSF 1 DATE rl gid cel I,ng Locate ons shown for permanent I sterol restrai nt of webs shed I have brat" g nstal per BCSI ,4 �� sect)ons B3, B7 or B10 as appl 1 cabl a Apply pl aces to each face of truss antl pose ti C as shown above and on ECAUSR7175C15309050 All � � BC DL 7 0 PSF DRW I the Je nt Beta-I a, and ass noted ocher:se. Refer to draw ngs 160A-Z far standard p ate pos,t,on=. BC LL 0.0 PSF CA NG CWC/CWC I AI pi ne, a di v s,on of 1 Ta Bui I di ng Components Group Inc.'shat I not be responsi bl a for any devi a,on from t .•_. _ draw,ng, any failure to bui lel the truss in conformance with ANSI/TPI 1, or for handl l ng, sh,ppi ng, AN ITW COMPANY ,natal I ati on A braci ng of trusses. '>f" % " TOT. LD. 57.0 PSF SEA semi on Chis drawl na Br.ewer page I I.e 11R thin areal.,, InI Setae ase.pt.nee of profess,onal engi neer'rw 9/�A 7,:sib 1 QN 351067 rampant el I Ity eel ely for the Peel pri shown. The sal tab!I Ity end bee of m1s drawn,,.for any structure Is the VnJ�WOP DUR. FAC. 1.00 FROM BB 8351 Pavans Cycle re.pen.1 b,I I ty of the Dal I m ne Designer per ANSI ITPI 1 Sed.z. ry Sacramento,CA95828 Per more infrrmatlan see thi=,bb s general notes page and these web=ISPACING 24.0" JREF— 1VLC7175Z12 Pt ALNE: www.al pi mei tw.tom: TPI: www.epi nsi.org; WLCA: nervi.sbci ndustry.tom; ICC: wxw. ccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - NG ) Top chord 4x2 HF #2 Special loads Bot chord 4x2 HF #1&Bet. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs 4x2 DF-L Std/Stud :W2 4x2 DF-L #2: TC- From 50 plf at 0.00 to 50 plf at 7.75 BC- From 7 plf at 0.00 to 7 plf at 7.75 Bottom chord checked for 10.00 psf non-concurrent bottom chord live PLT- 238.45 Ib Conc. Load at ( 0.15,10.46) I oad applied per IRC-12 secti on 301.5. PLT- 774.49 I b Conc. Load at ( 2.15,10.46) PLT- 1493.87 I b Conc. Load at ( 4.15,10.46), (6.15,10.46) Deflection meets L/480 Iive and L/360 total I oad. Creep i ncrease factor for dead I oad is 1.50. Truss must be i nstal I ed as shown wi th top chord up. F 23.25" Typ. 1 6X8= 4X5111 3X7 8X8 III 5X7 1 1-6-0 W2 , • / 1-6-0 ,-.-_- H0619= 6X10= 3X5 III 3X5 III 2-1-12 2-0-0 I_ 2-0-0 1-7-4 0-47-2 2-1-0 I 4-0-0 I 1-6-8 0 2 k7-9-0 Over 2 Supports R=2019 W=3.5" R=2424 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.01.01. WPRO4,.. Y: 1 OR/-/1/-/-/R/- Scale =.5"/Ft. ••WARM NGI•• READ AND FOLLOW'ALL NOTES ON 7NIS MINING! REF R7175- 63581 Truss Components Of Oregon (503)357 118 •,IMPORTANT'• FURNI BN TM awl NG TO AL CONTRACTORS INCLDl NG THE lNSTALlree 4 - - TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 \ �• Trusses re,ui re extreme care i n fabri cal ng, handl ng, sM1i ppi ng, Instal I I ng and bract ng. Refer to and fol w t r 14659 • TC DL 10.0 PSF DATE 11/05/15 e edition of BCSI (But l di ng Component Safety Informed on, by TPI and WTCA)for safety practices prior mow, ,w� o performing these functl ons. Installers shall pro.de temporary bracing per BCSI. Unless noted otherwl se, `. ) 14.116 Cop chord shall have properly attached structural sheathing an bottom shall a properly attached h u d II�III I 1 ear gid cei 1 I ng Locate ons shown for permanent I atera restrai nt oftwebs cstuddI have brat"ng nstal 1 etlper BCSI ,�„r1;A t BC DL 7.0 PSF DRW CAUSR7175 15309009 All LO��N acre ons B3, B7 or B10, as appl blew se ply places to each face of truss posit on as shown and on I Che 3o.nt Deta I s, unl ass oared th Refer to drawn ngs 1,60A Z f ended pl ata po=t BC LL 0.0 PSF CA-ENG CWC/CWC -44 I AI pr ne, a di vi sl on of I lW Bur I dr ng Components Group Inc al I t be responsl bl a for any tlev a n from tM1r s 1 any fat I ure[ b I d the truss i n conformance wi thhANSI/TPI 1, or for handl I ng, shl ppi ng,o AN ITW COMPANY instal lett on&bract ng of trusses. t 'ETC,7,19'h Q rag '� TOT. LD. 57.0 PSF SEQN- 351054 A seal on thin drawl nag or coyer page I I sti thi•drawl nag, I ndi Dates s0ptence of profaeamoil l anal engl il rag reeponsl hi I I ty sol el y for the deal gn shown. The ma] de epam ng tebl I I ty and e of this drew]ngfor any structure 1 s to. sr/4 W.ri�P� DU R. FAC. 1.00 FROM BB 8351 Rovana Circle reonel I 1 ty of the bul I Deal go..per ANSI/ICI 1 Sae.2. N Sacramento,CA95828 For more nfarmation 5 , iAoob,general notes�andu these web EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z12 ALPI NE: www.al pi mei Ito.tom; TPI: e t 1 nsc.org: PTCA: www.s ustry.tom; 1 CG:siwow.res r ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - MG ) Top chord 4x2 DF-L #1&Bet. Special loads Bot chord 4x2 HF #2 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs 4x2 DF-L Std/Stud TC- From 100 plf at 0.00 to 100 plf at 5.63 BC- From 14 plf at 0.00 to 14 plf at 5.63 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- 389.50 Ib Conc. Load at 1.65 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 load is 1.50. • I 30" Typ. i 3X5= 1.5X3 III 3X5= 1. 5X3 III 1-6-01- 6-0 ow."..aAll III III .1111111 ., 9-0-0 MO IM. 1.5X3 III 3X5= 2X4 III 3X3-- 0"1 X3= 0"1233," 0"12 2-8-4 '3 I` 2-8-4 I< 5-7-8 Over 2 Supports R=596 W=3.5" R=435 W=3.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10% 0% /4 0 15.01.01.0 ( ) ( ) � . .0� QTY: 1 OR/-/1/-/-/R/- Scale =.5“/Ft. T” FT/FINISH NNI •REM RA Na_Los LLL ONTRA Bx!xis awlxcl TC LL 40.0 PSF REF R7175— 63582 Truss Components of Oregon (503)357- 118 ••Iwartrwr. NG!• 1REA DRAWING_011TO A CONTRACTORS ON T IS DRAIN Nw THE INSTALLERS. t�F� F 825 N 4th Ave,Cornelius OR 97113 Trusses re,ui re extreme care i n fabri cats ng, bo I aces[edition of BCSI (ERA I di n Com handl I ng, shl ppi ng, i nstal I I ng and braccfng. Refer to and fol I ow �v �N. g Component safety Ieftemporar by TPI BTCSIsafety pen=[Ies prier V A TC DL 10.0 PSF DATE 11/05/15 Co performs ng these fundi ons. I nstal I ors steal I provi de temporary braci ng per BC51. Unl ess noted tl F rwl se, 14659 top chord steal have properly attached structural she ng and bottom c sll hhave a properly attached �' r ri d ce I I ng. Laced ons shown far permanent I stere'res al n n webs chord have an naeBC DL 7.0 PSF ,4 �� trycti ons Ba, B7 Sr B^Oe$asnappl i o berwl seppl y pl ateo tlraw h Face of Cor stand post tl on as shown above a _ 411:11 DRW CAUSR7175 15309005 o I =e Batacted tg Refer t angs 160A Z fr plata positions. e a d BC LL 0.0 PSF CA-ENG CWC/CWC AI pi ne, a tli v s!on of I Tw But I di ng Components Group 1 nc.!steal I not be responsi bl a Por any tlev!ati on from t drawl ng, any fel I ore to bul I d the truss i n conformance wi tM1 ANSI/TPI 1, or for handl i ng, ani ppi ng, R;:' �.i AN ITW COMPANY i nate!I ati on N braci ng of trusses. .�; �q .,,,r"'f TOT. LD. 57.0 PSF SEAN— 351074 A seal on NI s drawl 1p or rover Pao.I I.n ng NI a drawl 119, I nal arta,.acceptnce of prof asl one! anal nears ng 9 C.j 19 ,440 rs.ponsl bl 11 ty eal e1y for the ileal an shown. T e ma tsbl 1 I ty and us*of NI s drawl ng for any structure 1.Ow /,¢Tj p� DU R. FAC. 1.00 FROM BB 8351 Pavans Circle reaps^.!m 11 ty of N.Bal I m ng Baal weer per A1151/TPl 1 Soo.z. Sacramento,CA 95828 For more I nformati on s this job's general s page and these web Ni W-- ALPI NE: www.al pi nes[w.cam; TPI: www.Cpl net.org: RICA: www.sbci ndustry.cam; ICC:!wawa ptsafe.org FYP 12_�_g5 SPAC I NG 24.0" J RE F- 1 VLC7175Z 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - L ) Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Bot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud load applied per IRC-12 section 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 load is 1.50. F. 2-8-8 + 16.5" + 2-9-0 H F29.5" Typ. H 1.5X3111 3X3= 3X3= 1. 5X3III 1 1-6-00011 1-6-0 - - Ilif I +9-0-0 1.5X3 III 1.5X3 III 3X3= 3X3= -Ile- 2-7-0 Ile 2-7-12 01-6-0 2-8-4 i< 6-10-0 Over 2 Supports R=389 W=5.5" R=389 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 + _ f7 QTY: 1 OR/-/1/-/-/R/- Scale =.5'I/Ft. Truss Components of Oregon (503)357- 118 '•wARNI NM•• READ AND FOLLOW ALL xoies Ni nos mum NG! �A? F� 825 N 4th Ave,COTnehus OR 97113 ••t r •• FIIRIII SN THI S DIMMING TO ALL CONTRACTORS INCLUDING TME I NSMu.ENS. •�4+ TC LL 40.0 PSF REF R7175- 63583 Trusses regui re extreme care i n fab,call ng, handl l ng, shi ppl ng, instal 1 I ng and bract ng. Refer to and fol I ow the of BCSI (Buiding Component Safety Information, by TPI and NTCA) for safety •' TC DL 10.0 PSF o Peeformi ng mese fundi ons. Il nsCal I ars 11 efHvi de temporarybrad n 9V csactCces Pri or til/ 14659 'y ` DATE 11/05/15 top chord shat I have prostructuralsn 9 Per al I e ass d attache se, �, '� per^yo attached pe sathl ng an=bottom mord shave have a PI nstal y a`e`ned `� BC DL 7.0 PSF DRW CAUSR7175 15309004 rl gi tl cel ng. Locati ons shown for permanent 1 et rest ai n of webs nal I have brad n9 1 nstel I ed per SCSI ,4 the ons B3, B]or BngesssnoPpllo beewe sePPly pl atesl to each face of trussstandard ti on as snows above and e nt di vi l s, ted to r Refer to drawings 160A-Z ford rd PI ate pose tl ons. BC LL 0.0 PSF CA-ENG CWC/CWC I Al p1 ne, a de vi se on of I TW Bui I di ng Components Group Inc. shat I not be restand be a for any dale atl on F drawl ng, any foe I ore to bui I d the truss e n conformance we th ANSI/TPI 1, or for handling, she ppe no, AN ITW COMPANY An.ta.on this drawl ng trusses.G.,,,ting this droning. IMlutw acceptance of pref.NNiber, anal n..nrq `9� TIC,�•AO Qty`"'~ TOT. LD. 57.0 PSF SEAN— 351072 resparl 0111 ty of t y for thedin Cowl gn shorn. The.,,I 1111 ty.,.d 1,.e w tld s ar..l ng for any structure„the sTjq�W.CV DUR. FAC. 1.00 FROM BB 8351 Rovana Circle raapd,fl el I I ty or the G.,1 1 di ng Mal finer 1»r ANSI rtpI T sob.z. Sacramento,CA 95828 For more a nformau one 'us s j ob•s general notes page and these web e ALPI NE: www.al pe nee tw.com; TPI: www.tpl nst.org; GTCA: www.shci ntlustry.corn; ICC:lwowv.i Ccsafe.org SPACING 24.0" J RE F- 1 VLC7175Z 12 FXP 12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - DG ) Top chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQUI RED I t Bot chord 2x4 DF-L 2400f-2.OE Webs 2x4 DF-L Std/Stud :W2, W6 2x4 DF-L #2: Nai 1 Schedul e:O.120"x3", mi n. nai I s Top Chord: 2 Rows @ 3.00" o.c. (Each Row) Speci al 1 oads Bot Chord: 1 Row N12.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 35 plf at 0.00 to 35 plf at 15.00 Use equal spacing between rows and stagger nails BC- From 7 pl f at 0.00 to 7 pl f at 15.00 i n each row to avoid spl i tti ng. TC- 1645.70 I b Conc. Load at 1.14, 3.14, 5.14, 7.14 9.14 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- 1753.93 I b Conc. Load at 11.14 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 1780.06 Ib Conc. Load at 13.14 DL=4.2 psf. Wi nd I oads and reacti ons based on MWFRS. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead 1 oad i s 1.50. Truss must be i nstal I ed as shown wi th top chord up. JT PLATE LATERAL CHORD The TC of this truss shall be braced with attached spans at 24" OC in No SIZE SHIFT BITE lieu of structural sheathing. [ 4] W3X7 2.25 R 1.25 [ 6] W3X12 3.25 L 1.25 [10] W4X5 S 1.75 3X10= 3X5= 1. 5X3 III 4X8= 3X10= 1. 5X3III 1 1 1-6-0 W2IIIIIIIIIIIIMMM6 1-6-0 NE +9-0-0 3X7[4]= 3X12[6]= 1.5X3(BP)= 3X3 -- 3X5 X3=3X5 III 1. 5X3 III 4X5[10] 9-8-8 .L 5-3-8 >I"��12 1"12 3-4-6 2-5-7 2-5-7 1 t 3-0-14 + 3-4-6 3-4-6 T 2-5-7 2-7-3 15-0-0 Over 3 Supports R=3926 W=5.5" R=7981 W=3.5" R=1022 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:,I18 "WARNING!•`READ AND FOLLOW ALL NOTES ON TNI S DRAM NG! �� ' 0/C 825N4t11Ave,CorneliusOR97113 "IrvoRrANr•• FIAdIIBNRNSBRANINGTO.aawNraAc,DRSINCLUDINGTNBINSTALLT7t3. S' S. 6 TC LL 25.0 PSF REF R7175 63584 44 Tresses regui re a Tame<are i n fabrl<ati ng, M1andl ng, sM1l ppi ng, I nstal I i ng antl brad ng. Refer to antl fol I ow 14659 TC DL 10.0 PSF DATE 11/05/15 e I etas[etll ti on f SCSI (Bui 1 tli ng Component Safety I nformatl on, by TPI antl NTCA) for safety pra<CI ccs prl nr II\ wI o perform)n9[base Puncti ons. tl nstal l srrucM1al ateroYl tle CemP^raorY bred ng per BCS1. Vnl ass notetl otberwl se. Cop<M1ord=bell M1ave proper)y a ta<M1etl t t�ra sheathing antl bottpm<bord%Fall have a ProPerlY a te<M1ed BC DL 7.0 PSF ri gi tl cel I i ng. Locati ons shown for permanent I Tal res t f webs sM1al M1 ve brad ng I nstal I etltper SCSI ' DRW CAUSR7175 15309001 ,4 �� Ccti ons 83, B)or B^O¢sss^oppl cab)e. Apply pl ataso tloaWacb face oP Cru [antl post Ci on asossC o^saboverd on 1 e in, divi Sul di oipe. RefGr t Aga,6GA-Z fors%antlartl plate p 0.0 PSF CA-ENG CWC/CWC I AI pi no, a dl vi si on of I TW Bui I tli ng Components Group I nc. shall not be responsl bl a for any[kiwi a[i on f tie s BC LL tlrawi ng. any fai I ure to bui I tl the truss i n conformance wi tb ANSI/TPI ,, or For M1antll i ng, sbi ppi ng, e;:, _•II AN ITW COMPANY i nstal I ati on&brad ng of trusses. q .,,"'r TOT. LD. 42.0 PSF SEQN- 351029 A...I on thl.drawl ng or cover p.o.I I Na rig Chi a drawl 09, I ndl oaths.000pt.nce of p,of...l w,.l .Rol near hp �J ''FC,7,19$ Q4i ..pam,.l121I Ity eol.l„for the deal gn shown. The sailba0I Cy ens use of chis Creel for structure 00. q DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle reapenel bl I I h of w e.,l I dl ng Deal grew per Ansa rtpl ,See.z. `fir/d p wa�'FnP Sacramento,CA 95828 For mora nPorma on ti nst.o goneral no sage antl these web SPACING 24.0" JREF- 1VLC7175Z12 ALPINE: www.el pi neitw.corn; TPI 5 www.tie nst.org; WA, www.s Industry.corn; I CC: www.i ccsafe.org EXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115028--PARR FOREST GROVE -Riverside Plan 3382 floor -- VERIFY VERIFY, OR - XG) Top chord 2x4 DF-L #2 :T2 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQUI RED 1 , Bot chord 2x6 HF SS Webs 2x4 DF-L Std/Stud :W6 2x4 DF-L #2: Nail Schedule:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 3.52 Use equal spaci ng between rows and stagger nails TC- From 36 pl f at 3.52 to 36 pl f at 13.00 i n each row to avoid spl i tti ng. BC- From 194 plf at 0.00 to 194 plf at 3.65 4" o.c. spacing of nails perpendicular and parallel to BC- From 187 plf at 3.65 to 187 plf at 13.00 grain required in area over bearings greater than 4" BC- 1319.47 I b Conc. Load at 3.65, 5.15 BC- 725.56 I b Conc. Load at 7.15, 9.15,11.15 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Wi nd I oads and reacti ons based on MWFRS. DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all fl at TC @ 24" Deflection meets L/360 Ii ye and L/240 total I oad. Creep i ncrease OC. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W4X5 S 3.75 [10] W4X12 5.50 R 2.25 [11] W3X10 S 1.25 [12] W4X8 2.75 L 2.00 6X8= 1. 5X3 111 3X10[11]= 3X10= i / nn '-'I`2 - 1-6-0 POW- - 4_9-0-0 ' 4X5[8] III 4X12[10] = 4X8[12]= 4X5111 4X12(A7R) 3-1-6 3-3-2 3-6-3 3-1-6 3-3-2 3-1-6 3-1-6 I- 3-6-3 ,I, 9-5-13 J F13-0-0 Over 2 Supports R=4013 W=5.5" R=3846 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofCornelius (503)357-:.118 ••WARRINGI•• READ M NG TO AuNOTES oNTNISDRAIN NBI �,ND OF�c TC LL 25.0 PSF REF R7175- 63585 825 N 4tL Ave,Cornelms Ok 97113 ••I�oauM•• rvl°°$N TMI s DRAIN"B T°ALL CONTRACTORS 1 xcwol NG THE 1 NSTALLERs, ` Trusses requi re extreme care 1 n febrl cart eg, nantll i ng, sM1i ppi ng, 1 natal I i ng antl bract ng. Refer to aha fol I ow the I areas etli a on of BCSI (But I di ng Component Safety I nformatl on, by TPI and•TCA)for safety practices prior elf Q cy,lr/ry ' TC DL 10.0 PSF DATE 11/05/15 n o Performi ng t ese fundi ons, tl natal I errsusnal aterov;tle t aPnr oY b�ci n9 Per BCSI. Unl essnnoatetl oCM1erwi se, ma�yy.. f' �4 V 5 i COP snore shall"nave Properly a tacnee st crura sheathe ng ane bort cM1ortl shall neve a properly a tac ea `+w.l � BC DL 7.0 PSF s a cel I i ng. La<au nns show far permanent I al res i c r nese snag I nave era<ng I sc I I etl pernBcs DRW CAUSR7175 15309051 ,4 se tions B3 BT or B,O, as applioabl e. Apply p atesO tloa cM1 face of ru tans pos eon a shown above an M1 s o I Lne nt�etai I a, unl e=s nntetl thorn=e. Refer t ngs,B"A-Z for=s antlare p1 ate Peri tl on=. BC LL 0.0 PSF CA-ENG CWC/CWC AI pi ne, a tli vi si on of I TW Bui 1 tli ng Components Group Inc. sM1al 1 not be rasponsi bl a Por any tlevl ati on from t tlraw;ng, any Pa;I ure to but I e see truss i n conformance wl tM1 ANSI/TPI ,, or for M1anel i ng, shi ppi ng, •:� �. AN ITW COMPANY i natal I at;on A brad ng of trpase=. 9 •�•ew TOT. LD. 42.0 PSF SEQN- 351079 A•eel on tills drawl ng or cover paps I I•u rig thI•drawl ng, I nal rates sepptsyu of prefossi enol enpl near) ,Iffy �E'(,• 7 19$ Q4V rosponsi bill ty sol el y for the desl gn shone. The suitability end use of this drawl ng for any•trueturs 1 s the 8351 Rovana Cvcle respene1 b11ity of the Sul ltll ng Deal pner Per ANSI!TRU I See.2. tS'j�jAX ' GO DUR. FAC. 1. 15 FROM BB • Sacremelto,CA95828 Fnr mere informations s�ob•s general n s page aha these web slces: ♦ r SPACI NG 24.0" JREF- 1VLC7175Z12 ALPI NE: www.a1 pi net tw.com; TPI: www,rept net,org; WrCA: www.sbcl ntlustry.com; ICC: wwv.I ccsafe.org EXP.12 31-15 NW- I <*�✓ARIJNnlxx RrAT AND rill I 1W FII NrITI-C NN illi: DRAWING Q 4 vx IMPUR I AN I* -11PN ICH HI IIRAWINI IU All I UN 1NII IURS INI.I IIDINf, IHV IN Al I tk'. 14659 9 1 c It r It of ^r Alf ��1+ 7,oa 199 Q�+v q -G I ,nl h d ,h the 1 blty rd o of Rh • NrnwP 13389 Lakefront Drive Earth City,MO 63045 f,r n� tato,1,,trip tr N I�•n-bill I r thv �t�. I Dv-.rI.Nr �• ANC1iTl'I t SNS (! I/�N Tty� w�� -- EXP.12 r31 15 z g# r1 � " Alpine, an ITW Company B 2 I 2016 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 oft Document ID:1VPZ7175Z1519164547 s i S"IX c\'s fi"i 1q_'L,d'r�.� Truss Fabricator: Truss Components of Oregon .lob Identification: 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) EO PROpl. Engineering Software: Al pine proprietary truss analysis software. Versions 16.01, S'S+ Truss Design Loads: Roof - 42 PSF • 1.15 Duration �y GINE �O Floor - N/A 19575 �r y Wind - 120 MPH (ASCE 7-10-Closed) AO' Notes: 04 9/2016 OREGON 1. Determination as to the suitability of these truss components for the P structure is the responsibility of the building designer/engineer of '9 vin.20.19' record, as defined in ANSI/TPI 1. �OL D W.N ' 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 „ Garold W.Heal Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by GWH 16:45:07 04-19-2016 Reviewer: PBC $ $ # Ref Descri .tion Drawin.# Date 1 92333--AGE 16110068 04/19/16 2 92334--A 16110059 04/19/16 3 92335--A1 16110075 04/19/16 4 92336--A2 16110051 04/19/16 5 92337--A3 16110052 04/19/16 6 92338--A3GE 16110053 04/19/16 7 92339--CGE 16110074 04/19/16 8 92340--C 16110081 04/19/16 9 92341--CG 16110056 04/19/16 10 92342--DGE 16110080 04/19/16 11 92343--D 16110079 04/19/16 12 92344--E 16110073 04/19/16 13 92345--EG 16110059 04/19/16 14 92346--BGE 16110076 04/19/16 15 92347--JGE 16110060 04/19/16 16 92348--J 16110069 04/19/16 17 92349--JGEA 16110061 04/19/16 18 92350--H 16110067 04/19/16 19 92351--EJG 16110077 04/19/16 20 92352--EJ1 16110062 04/19/16 21 92353--F 16110065 04/19/16 22 92354--G 16110078 04/19/16 23 92355--G1 16110066 04/19/16 24 92356--SJ1 16110064 04/19/16 25 92357--SJ2 16110063 04/19/16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - AGE ) Top chord 2x4 HF #2 120 mph wind, 22.85 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. • :M12, M13, M14, M15, M16 2x4 HF #2: Wind I oads and reacti ons based on MWFRS with additional C&C member Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai 1 s or per desi gn. engineer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead I oad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X7= ElT 3X51:000,0004,°°.°4°.°4°.° X5% 3X5 '' M13 14 M15 •• N12 '(a) (a�a4 ' )6e 10-1-3 6 0-4-3 0-4-3 i18-0-0 T r////////////////////////////6 �///////////////////////////// ///1///////////////// ////////////////////////////////////// T 3X5(A1)= 5X7= 3X5(A1) 1-6-0 1-6-0 — I_ 19-6-0 _I_ 19-6-0 J 39-0-0 Over 2 Supports R=138 PLF U=0 PLF W=19-6-0 RL=9/-9 PLF R=129 PLF U=6 PLF W=19-6-0 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) 16.01. o• 1513 .— OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WOW!NG!•• READ AND FOLLOW ALL Nobs ON THIS DRAM NGI y %N S/ 825 N 4UT Ave,Cornelius O 97 13 ••INPOR MTo• FURNISH WI5 ORAMNG TO ALL CONTRACTORS INCWDINg TME INSTALLERS. �ef CIG e . OZ 1967b TC LL 25.0 PSF REF R7175- 92333 Trusses regal re extreme care I n fabrl cati ng, handl I ng, shi ppl ng, 1 natal 1 I ng and bract ng. Refer to and fel I o» 9 TC DL 10.0 PSF DATE 04/19/16 the I atest edl ti on of BCSI (Bui I dl ng Component Safety 1 nformati on, by TPI and WTCA) for safety Vracti ces prl or TT' o Performing these functl ons. lnstallersuc`ull provi detembract ng per BCSI.a Unless noted otherwl s<. r top chord shall have properly attached str ral sheathing and bottom chord shell have a properly attached n gid cel I i ng. Locate ons shown for permanent I ateral tral nt of web shat I have braci ng Instal 1 ed per BCSI .- / BC DL 7.0 PSF DRW CAUSR7175 16110068 L �� ctl ons B3, B7 or B10, as appl i cabl e. Apply pl ares to each face of t and post tl on as shown above and on ei �1/.1 I , the nt Dotal I s, nnl ess noted etherwl se. Refer to drawl ngs,B;A_Z for standard pl ate posi ti ens. 0 192016 BC LL 0.0 PSF CA-ENG RTT/RTT Al ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devl ati on from the s drawl ng, any failure to but 1 d the truss i n conformance wl th ANSI/TPI ,, or far handling, shi ppl ng,uQ OREGON v TOT. LD. 42.0 PSF SEQN- 30450 AN ITW COMPANY I natal I aon&braci ng of trusses. A...I on tel s drew'ng or cover pop.II ata ng CIN s drawl nib I net cote..ee.pt.ne.of prefM.I anal .npl n..rl ng •W "an,20,19� responsl e1 I I ty awl N e for the,.ase l ger pa ThNSI•WI t.el I 1.ey2.end use of UI s drawl„p for any.truetur.I.the �O D •�� DU R. FAC. 1. 15 FROM BB 8351 Rovana Clock r..pw,N el 1 I ty sofol the Bal 1 dl ng 0..1 pner par ANSI/WI ,See. vii Sacrammto,CA95828 Far more nfarmatian see thianst.o general a page and these web alt<=: SPACING 24.0" JREF- 1VPZ7175Z15 ALPINE: www.el pi neilew.com; TPI: xxw epi mato org; MICA: wwm sbcl ndusery.cam; ICC: ww,I ccsafe.org Roma••MONO.T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A ) Top chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC e Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MINERS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7 • �: 3X51, 3X5' 3X5% 3X5- 1, 5X4o� 1. 5X4�i 10-1-3 W1 .,••••••••••,•••••>0.000.1°..1.1 (a) (a) 0-4-3 / / 0-4-3 T T 18-0-0 3X5= 6X8= 3X5= 3X10(83)= 3X10(83) 1-6-0 E 1-6-0 E 6-10- 50 0 4 _I— 6-3-13 �9-5-162-3-13 >Ic 6-3-13 5-12_�. 6-3-13 _1— 10-0- 10-5 0 0 4-10-5 J L_ 19-6-0 ,I, 19-6-0 J k39-0-0 Over 2 Supports ,i R=1799 U=60 W=5.5" R=1799 U=60 W=5.5" RL=181/-181 Desi gn Cri t: 1 RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .. ' " . .•F%`rs OR/-/1/-/-/R/- Scale =. 1875"/Ft. Miss Components ofOre on 503 357-:.118 "rARNI NGI..•READ Aril FOLLOW Al_wrrES BN THIS !M! REF R7175- 92334 po ••I IPORTART•• FTIRRI SH TH1 S ORAhR NO TO ALL CONTRACTORS I NCLUD!NO THE INSTALLERS. 825 N 4th Ave,Cornelius 0 97113 ,OG I N 4. �Oy TC LL 25.0 PSF Trusses requi re extreme care I n fabrl cath ng, handl ng, shl ppl ng, i nstal I i ng and bract ng. Refer co antl fol 1 ow0 4/ 9 the I ares=edl tl on of BCSI (But I d!ng Component Safety 1 nformatl on, by TPI and WTCA)for safety prod=ces pr:or 19575 r TC DL 10.0 PSF DATE 04/19/16 o performing obese fumed ons. 1nstal I erfusbal I pro.de temporary bract ng per BCSI. Unless noted otherwl se, r AdighCop chord shall have properly attached st ctural sheathing antl bottom chord shall have a properly attached ,� BC D L 7.0 PSF n gid cel 1 I ng. Cooed ons shown for permanent lateral res t f webs shat I have brae!ng Instal led per BCSI DRW CAUSR7175 16110059 A I' 1 l N sect!ams B3, BT or B4O, as appnoted i cabl e. y p1 r too drawl each face of for antl post ti to as shown abover and on �- / L 1 the , Batal l s, and e11 noted i ng Components se. Refer t ngs,6not for standard pl ate post ei ansa 0. 19/2016 BC LL 0.0 PSF CA-ENG RTT/RTT Al pi ne, a di vi si on of ITA Rol I di ng Components Group Inc. shat 1 not be for for b1 a for any tlevi act on f this OREGON drawl ng, any rat I ure to but I d the truss i n conformance wt tM1 ANSI/TPI ,. or far l entll I ng, sht ppi ng, /1 ..,I TOT. LD. 42.0 PSF SEQN- 30451 AN ITW COMPANY instal I ati on a bran ng of trusses. {I' A...l en till.drawl ng or eenor page!I.t1 no!hi•drawl ng, I mel eat...ewpt.ne.of profess!en.l ANA t..rl ng 9 V• Q� r..pool billty pal•I y for th.Wal an show,. Thr sultabl Il ty and use of thda drawl ng for any structure I.tM "Sr N•�o•19 vv.t'C' DUR. FAC. 1 15 FROM BB 8351 Rovana Circle reponsbl I I ty oT the Boll di ng O.sl gn.r par ANSI/TPI 1 See.2. l Sacramento,CA 95828 For more I nformati on see tot s J obs s general notes page and these web sl res: `D ALPI NE: wenn.a1 pt net tw.com; TPI: www.col nsc.org; WA, www.shot ndustry.corn; ICC: www.I ccsafe.org SPACING 24.0" J RE F- 1 VPZ7175Z 15 la.,...m.RleyOM7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - Al ) Top chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 •W1, W7 2x4 HF Std/Stud: DL=4.2 psf. :Lt Wedge 2x4 HF Std/Stud: Wi nd I oads and reactions based on MWFRS wi th additional C&C member (a) Conti nuous lateral restrai nt equally spaced on member. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 secti on 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor ' I ... Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Truss supports 200# mech unit; unit centered at 24-6-9; supported by BC; Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. uni t wi dth 2-0-0; supported by 3 trusses. 5X5= 3X5 T 3X5s 3X5% 6 1---- 3X5 1.5X4a 1;4•••00.......( . 5X4 •' )110' 10-1-3 (a) (a) --16 0-5-13 W1 W7 i cal -4- 0 4X8(62)= 3X,' 6Xi 3X•5- 4X8(83) 1-6-0 Fc 6-7-19-9-0 90 --1— 6-3T 13 '1_9-5-162-3-13 6-3-13 6-3I 13 _I_ 10-0-64-10-5 19-2-12 I 19-6-0 I< 38-8-12 Over 2 Supports R=1717 U=50 R=1876 U=61 W=5.5" RL=170/-165 Desi gn Cri t: I RC2012/TPI -2007(STD) , PRp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0i .t FS , OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI am READ AND FOLLOW ALL NOTES ON THIS DRAWING! ig G(NF �y p 825 N 4th Ave,Cornelius O 97113 ••I�ramANr• FURNISH TMI s DRAWING xg TO ALL CONTRACTORS'xLT l gl xg THE I NSTALL as. !� F� VZ TC LL 25.0 PSF REF 87175 92335 Trusses r tlui re extreme care 1 n fabrl cati ng, handl I ng, sh,peal ng, ;risco!I I ng and brat;ng. Refer to and fol I ow 19675 the I atest e i ti on of BCSI (Bu;I di ng Component Safety I nformaci on, by TPI and NTCA) for safety pract cos pr,or • r , TC DL 10.0 PSF DATE 04/19/16 o Perform,ng I havesee fund,ons. tl natal!ers structural I prowl de temporary bran ng per BCSI. e eprper!y attache se, — toD chord sM1all lave properly attached st [ural sheathl ng and bottom chord stall have a properly attached rl gl d ce,I I ng. Locatl ons shown for permanent I acarol res rap nt of web shat I have brace ng!nets]I ed per BCSI eilk !,r BC DL 7.0 PSF DRW CAUSR7175 16110075 Ail g[IN I I the ti ons BD B]or unl sass tool l cab!e. e. y pl ateo drawl each faca�Z for standard pas;t,on as shown above and on e rit Geta;l s, a ted i ng Co,pe. Refer triga IBOA_ pl ata pas;[,ons. 19/20 6 BC LL 0.0 PSF CA-ENG PBC/GWH pi ne, a di vl si on of ITN Bol!di ng Components croup Inc. ahal t be responsl DI a far any tlevl ate on from chis OREGON draw;no, any fop 1 ure to but I d the truss I n conformance w;th ANSI/TPI 1, or for handl I ng, she pp,ng, 0 AN ITW COMPANY natal Iaiion 6 brat;ng of trusses. m� „ 0 ...1TOT. LD. 42.0 PSF SEQN- 34520 A.eal on VII.drawl ng or ewer page I I.t'ng tills drawl ng. 1.1.5.aoop .l .g1t.ne.of prof..'ongl near!rig I�1 •W.20,108 �' r.pwn.l bi I I ty sol.1 y for tri.deal gn.nw.l. The sul tab!I 1 ty and w.of VII•drawl ng for any.truetur.I.the OCD DUR. FAC. 1. 15 FROM BB 8351 Roma Circle rem..a pati ty of the Bol I agrowl rip Dl grow per ANSI/TPI t 5..2. Sacramento,CA95828 Far more Information see tMa,eb•a general notes pages and these web alter: SPACI NG 24.0" JREF- 1VPZ7175Z15 ALPI NE: www.al pi nee cw.tom; TPI: vow,.cpi nsc.org; 11TCA: www,sbci ndustry.cam; ICC: twee 1 ccsafe,org Renews OM/2017 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A2) Top chord 2x4 HF #2 :T4 2x4 DF-L #1&Bet. : 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC :B4 2x4 HF SS: DL=4.2 psf. Webs 2x4 HF #2 :W1, W6 2x4 HF Std/Stud: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Cal cul ated hori zontal defl ecti on i s 0.2511 due to I i ve Ioad and 0.27" design. due to dead I oad. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [24] W4X8 S 1.25 5X5= 3X5 °IIT 3X5 3X5 r 3X5 1.5X4 4X8[24]� 10-1-3 W6 -� g 4 W1 �l 0-5-13 I :M iiai 63 J 07 3SS15= 3 B4 +18-0-0 1 i 5X5(B1OR)% 3X5 6X8= 6X10= 3X12(F2)� 1-6-0 ..r=--- I.< I_ 6-7-19-9 0 J_ 6-3�13 —L..9-5-162-3-13 >I< 5-3-5-5-8 2 6-11-4 410 18 7-3-0 'I 19-2-12 J_ 19-6-0 24-8-4 'I' 6-9-8 —I— 7-3-0 38-8-12 Over 2 Supports > R=1670 U=49 R=1796 U=61 W=5.5" RL=170/-165 Desi gn Cri t: I RC2012/TPI -2007(STD) , PRO PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. i0 ,t - FFSs OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon 503)357-2118 "waRNI NGI•' READ AND FOLLOW ALL NOTES ON TM's awl NG! �\9 4G INe�� tZ TC LL 25.0 PSF REF R7175- 92336 825 N 4th Ave,Cornelius OR 97113 ••11PORTANTr• FURNISH TNI B DRAIN NG TO ALL CONTRACTORS I MCWDI NB THE I NBTALLERS. Trusses recut re extreme care I n fabri call ng, handling, sbl poi ng, 1 nstal I i ng and bract ng. Refer to and Tal I ow 19675 r TC DL 10.0 PSF DATE 04/19/16 the latest edi ti on ofBCSI (But Itli ng Component Safety Information, by TPI and MTCA) for safety erect!<es prior 1• ta Performs ng these fund)ons. tl nstaache I ers structural I Prove de ng poraryand bo bract ng per BCSI. Ue ess y attache se. /i top chord shall have rune. attached str ural sMatel ng and bottom chord sha11 have a properly a tachetl rigid cei I i ng. Locate ons shown for permanent I ateral res i of webs steal I have bract ng i stat I ed per BCSI /� -",, BC DL 7.0 PSF DRW CAUSR7175 16110051 A sects ons B3• B7 or B10, as app)1 cab)e. Apply pi ateso to tlrawl each face of trussand pose ti on as shown above and on Ail I LoJ the Joi nt Detai I s, unl ess noted other.se. Refer t ngs 160A-Z forstandard pi ate post'CI on=. 0 19/20 6 BC LL 0.0 PSF CA-ENG PBC/GWH AI pi ne, a di vi sl on of ITN Bui 1 di ng Components Group Inc. steal I not be response bl a for any tlevi a[I on F this /� OREGON drawl ng, any Pal I tire to but I d the truss I n conformance with ANSI/TPI 1, or for handl ng, she ppi ng, VI „ e TOT. LD. 42.0 PSF SEAN- 34534 AN ITW COMPANY t natal 1 act on a bract ng of trusses. A A•.•I on chi•drawl no or cow,.paps II Intl no thl•drool ng, I MI cote*•ea•pt•noo of prof•eal an•1 wlpl near)no b Ph.20,199 reeponsl 0111 ty sol.I y for the deal gn shown. Th..ui tabl I 1 ty end us.of this drawl ng for any structs.1 s the 8351 Rovana Circle re.pa,n.1611Ity er tl,.BW lamp 0.51gner per ANSI/TPI t See. O`0 W. v DUCT. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more ls nferma on chis 3 ob's general notes page and these web sl tes: ALPI NE: wows.a1 pi neltw.co.com; TPI; www.tpl nst.org; NTCA: www.se.ndustry.corm ICC: www,I ccsafe.org SPACING 24.0" J RE F- 1 VPZ7175Z 15 Renews&90/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A3) Top chord 2x4 HF #2 :T3 2x4 DF-L #1&Bet. : 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :64 2x4 DF-L #1&Bet. : DL=4.2 psf. Webs 2x4 HF #2 :W1, W2, W3, W8 2x4 HF Std/Stud: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Cal cul ated hori zontal defl ecti on i s 0.20" due to I i ve I oad and 0.22" desi gn. due to dead load. (a) Continuous lateral restraint equally spaced on member. 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 Iive and L/240 total 1 oad. Creep increase factor for dead 1 oad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W4X5 2.25 R 2.75 [ 4] W3X5 S 1.25 [20] W5X5 3.00 R 1.25 5X5 11 T 3X5% 3X5 3X5 6 I 5X5[20] 3X5[4] 10-1-3 (a) (a) W8 —1 6 1.5X4 III (a) T3 W w 1-11-1 W1 M = �:�r 63 3550612= 64IIIIIIII �� +18-0-0 1 4X5(R)[3] III 3X5= 5X7= 6X8= 3X10(F1) 1-6-0 E lacL 3-6-16-10-8 -6 16-0 8 6� �9-5-12 6-3-13 5535 8 6-11 4 14-0-8 7-3-0 ,1 c 16-4-4 ,I� 19-6-0 '1 21-9-12 I_ 6-9-8 —T' 7-3-0 > _ < 35-10-4 Over 2 Supports > R=1540 U=61 R=1678 U=72 W=5.5" RL=149/-158 Desi gn Cri t: I RC2012/TPI -2007(STD) ,s0 PROpk, PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. . ;; 01., OR/-/1/-/ /R/ Scale =. 1875"/Ft. Truss Components of Oregon 1503)357-:.118 "WARN!RNI•H READ Am FOLLOW AL NOTES RA ON Mil DRAWING! �� .06 e'$• 'Oti TC LL 25.0 PSF REF R7175- 92337 825 N 4th Ave,Cornelms OR 97113 ••I YPBRr Wr•• FURNISH sx THIS DROVING To ALL wx1N)clues I xcLUBI NG THE I NSrALLER3. ��ll// 195754. Trusses regal re extreme care I n fabrl coca ng, handl l ng, she ppi ng, I nstal I I ng and brad ng. Refer to and fol I mw 9 TC DL 10.0 PSF DATE 04/19/16 the latest edi ti on of BCSI (Elul Idi ng Component Safety Information, by TPI and NTCA) for safety practices prior %1 (t n o Performa ng these fundi ons. I nstal I ershal I Prove de temporary bract ng Per BCSI. Unl ess noted o�erwl se, cop chord shall have properly attached structural sheet.ng an bottom chord shall have a properly attached ri gid cel I I ng. Locati ams shown for permanent I acerae restrai t of webs shat I have brace ng I nstal I ed per BCSI IA0111, BC DL 7.0 PSF DRW CAUSR7175 16110052 All g El sect;ons B3, B7 or B4O, as appl i cable. Apply pleftes to each face of for s�and pose ti on as shown above r and on 0 19/20 6 O I the Jae nt Ddi vi I s unless noted i ng Cot se. Ref to drawl ngs 160A-Z for standard y1 ata pose ti ons. BC LL 0.0 PSF CA-ENG PBC/GWH I Al pi ne, a y vi s1 on of ITN I d I h ng Components Group Inc. shat I not be response h1 a for any devi ate on f this OREGON drawl ng, any fab I ora to but I tl the truss i n conformance wi th ANSI/TPI ,, or for handl i ng, shi pill ng, en.20 19s0 �, TOT. LD. 42.0 PSF SEQN- 34536 AN ITW COMPANY i nstal I au to&bract ng of crosses.A G r epee on I I a areel ng or teed nage I I eG. Till•drawl I I I I we acceptance ds of ng al y structure tl Merl ro �O D •Nv DUR. FAC. 1. 15 FROM BB Aeepolwl n I I ty a wl n for c w del 1A I U,. TM w1 fall I I I and tee ac till s crwa rq for any a *nal I•the mapped Rovaea Cycmapped a I Icy of the Rol I al ns Beal par per ANSI rtvl 1 See.z. Sacramento,CA 95828 Por morelnformati ons chis 3 ob's general s page and these web sl tes: ALPI NE: waw.al pi nelwand tw.con: TPI: www.tpi nst.org: NrCA: w.sbci ustry.tom: ICC: www.I ccsafe.org Renews 6/3012017 SPACING 24.0" J RE F- 1VPZ7175Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - A3GE) Top chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. :M12, M13, M14, M15, M16 2x4 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad desi gn. not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT Provide lateral wind bracing per ITWBCG wind bracing details or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch i n overhang or heel panel . I ength tabul ated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% len th of web bracing requirements. member. Attach with 10d Box or Gun nai Is (0.12811x3",min.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye I oad Deflection meets L/360 Iiye and L/240 total I oad. Creep i ncrease applied per IRC-12 secti on 301.5. factor for dead Ioad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5 Ili - 6 r - - 3X5 14 1315 •. a) a) �a) If' a) 16 (a) - 10-1-3 - 1-11-1 ' I or 11 - e - t a [ 1 e 1 ff 7 - G s e 4 4 D a 18-0-0 ///////////////////////////////////////////////////// //////////////////////////////////////////////////////////// 5X5 3X5(A1) 1-6-0 L— 16-4-4 19-6-0 J k35-10-4 Over Conti nuous Support R=124 PLF U=5 PLF W=35-10-4 RL=5/-5 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) .EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 64 : 1. -`riP� OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon 1503)357-2118 "wARNI RNI•' READ AND NG TO ALL NOTES RA ON THIS LUDIMANIOC! �!'C'' e6. O TC LL 25.0 PSF REF R7175- 92338 825 N 4th Ave,Co7nelms OIl 97113 `•1 NroRr�wr• F1 RRI sN TRl s ppL+1 xe 1b.I I coarnncrops I"�'"°'we TME I INSTALLERS. fi Trusses radii re extreme c(Be I n ng Cl call n9, Sanal I ng, s,i psi ng, 1 ysTPI I i ng ane ol ng. Peyer to ane fol I ow 19575 TC DL 10.0 PSF DATE 04/19/16 the latest etli tl on of BCSI (Builtli ng Component Safety Information, by TPI and WTCA) for safety pra<tl res prior lir 1• o performs ng I have fundi ons. lnstal I structural trucuI provi ae tempoeabotbraci ng par al I e ass notes attach se. cop mora snap nada properly attached scr c rat sneacning and bottom mora snap have a proper! attached BC DL 7.0 PSF r19i a cel I 1 ng. Locate ons moan for permanent I ateral restr n of webs snag I M1ava braci ng 1 npsetal I etliper BCSI #� -' DRW CAUSR7175 16110053 ,4 L�� Crycti on^83. BJ or 810, as applicable passe y pl ateso tlto ea M1 Tace of toil s ane piss ti on as mown above ane„s O� 19/20 6 - 1 e Joe t Ddi viaI T nBtes i ng Cos s Nefer t awl n9s 160A-Z fr ta„dard pl ate posi tl ens. BC LL 0.0 PSF CA-ENG PBC/GWH AI pi ne, a al vi sl on of I TW Bui I di ng Components Group Inc. sM1el I not be responsi Id a for any tlevl ati on from t OREGON drawl ng, any fel I ure to bud I d the truss 1 n conformance se th ANSI/TPI 1, or for handl I ng, snl ppl ng, AN ITW COMPANY instal 1 ate on&brand ng of trusses. 0 9R v+n.20,M *Q` TOT . LD. 42.0 PSF SEQN- 34539 A seal Nl•drawl ng or ewer p.9.11 ed ns the•drawl l ng, I nell Cates adeepteneof prdf••s1 clue ensl nNrl Ns eapanel bl I I ty mol el y for the demi gn,pan. The wl tabl I ley end use of till•drawl ng for any structure I•the O t o W W.N DU R. FAC. 1. 15 FROM BB 8351 Rpvana Circleresponsi a AN I I ty of the&A I dl ng Deal snow per SI/TPI 1 Sae.2. Sacramento,CA 95828 For mora In.ermatian s tnisJab s general no s page dna tM1eae web= SPACI NG 24.0" JREF- 1VPZ7175Z15 ALPI NE: www.al pi nai two tom; TPI: www.ipi nst.or, YRCA: Www.sore r,dustry.tom: ICC:Iwxw.I ccsafe.org Renews 81301'1017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - CGE ) Top chord 2x4 HF #2 120 mph wi nd, 22.72 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 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 2x3 HF #2 •W1, W3 2x4 HF Std/Stud: DL=4.2 psf. :W2, W4, M13, M14 2x4 HF #2: Provi de I ateral wind braci ng per I TWBCG wind bracing details or per destl ^Dads and reacti ons based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the Iength 9 tabulated for 2X4 studs of the same grade. Right end vertical not exposed to wi nd pressure. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live braci ng requi rements. I oad applied per IRC-12 secti on 301.5. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor 4X5-.= —1 6 for dead I oad i s 1.50. :4� — Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :) T Ce=1.10, CAT I I & Pf=21.17 psf. 2X4111 JT PLATE LATERAL CHORD 3X5 No SIZE SHIFT BITE [12] W1.5X4 S 2.50 W4 3X5! ) 9-5-1 9-10-3 6 r— �',IIIIIII I � IN 1. 5X4[12] III / " 18-0-0 3X5(A1)= 3X5= 2X4 III u_6-0J k 6-6-0 + 5-11-8 >< 7-4-12 >I L— 19-0-0 olio�4 k20-0-0 Over 2 Supports R=823 W=5.5" R=258 PLF U=20 PLF W=7-0-0 RL=225/-45 Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) , O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 00 .'a 4:E S's* OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-:.118 "wARNI NM••READ AND FOLLOW ALL NOTES ON THIS DRAM NG1 1 825 N 4UPr Ave,Cornelius OR 97113 "I �+T" 13N nils M«6 to ALL I IICWDI IIG THE I xsrALlExs. (� G 9 TC LL 25.0 PSF REF R7175- 92339 Trusses requi re e care i n fabrl call ng, handl i ng, shi poi ng, s natal I I ng and braci ng. Refer to and fol I ow 19678 the est etli ti on of BCSI (Bus I di ng Component Safety Information, by TPI and NTCA) f safety practices prl orTC DL 10.0 PSF DATE 04/19/16 ,ii o Performs n8 I havesee Pprop ons. tPostal I ers structural a eravi th ng and Draci ho per al I .have ess pertnotedy attach se, ' w top chord shall Dave properly attached str crural sheatM1l ng a,M bottom chord shall Leve a properly attached ri gl E cel 11 ng. Locati ons shown r permanent l t Wastrel nt of webs shat I have braci ng i natal I ed per BCSI 4' BC DL 7.0 PSF DRW CAUSR7175 16110074 ,4 r sects ons B3, BT or B^Oesssnoppl I o beewi sevpl y pl of tlr each face�of truss or slaand post ti on as shown above and on L J I !De Joi nt Detai I s, I [etl !M1 r Refer t awl ngs 160%-2 P ,wartl pl ate post ti ons. oI 19/2016 BC LL AI Pi a tli vi sl on oP I TW Bul I tli ng Components Group Int. ,Dal I t be responsi DI a for any tle l on from t„;s OREGON 0.0 PSF CA-ENG PBC/GWH 0rawi ng, any Pal I ure to bui 1 tl the truss i n conformance wl t„ANSI/TPI 1, or for handl i ng, shl ppi ng, AN ITW COMPANY i natal I ati on&braci ng of trusses. aft "en 20 19oe, TOT. LD. 42.0 PSF $EQN- 30430 A..*.l nI on I l•y drrsol el ewl noor y far The clover I I.0 np thl.drawl no, I nm eat..mps..ee or pror...1 ones anal'owl hp ,g The TPI 1 S .ty.d ..of t,„.dr..ln,for any structure r. L" SOLD W.N� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle r..pmn.l OI I I tY of the But I dl nip Deal giver par ANSI/TPI t See.2. Sacramento,CA 95828 For more I nformati on s this,1 ob's general notes page and these web SI tea: ALPI NE: new,al pi eel tw.own TPI: www.tpi nst.erg; NTCA: www.sbcl ndustry.con; ICC: www.l ccsafe.org Renews 81342017 SPACING 24.0'I J REF- 1 VPZ7175Z 15 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - C ) Top chord 2x4 HF #2 120 mph wind, 22.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC • Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: :W6 2x6 HF #2: DL=4.2 psf. :Rt Beari ng Leg 2x6 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member (a) Conti nuous I ateral restrai nt equal I y spaced on member. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Ri ght end verti cal not exposed to wi nd pressure. applied per IRC-12 secti on 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SI ZE SHI FT BITE 5X5= —1 6 [12] W3X7 2.25 R 1.25 [18] W3X5 S 2.00 ;; 4X5.<-- T �� T 1. 5X4 III 3X5 so l W6 7-1-11 • • 3X5-% 9-10-3 6 1- 3X7= '!. 0-0-0 _L m. 0 _. 4_18-0-0 = 1. 5X4111 3X7[12]= 3X5(A1) 3X5(R)[18] III L-6-9j 11"I` 6-6-0 ).1.< 5-11-8 >Ic 6-6-8 J 6-6-0 5-11-8 7-6-0 ,,I I, 19-0-0 °I--J 1 20-5-0 Over 2 Supports >1 R=995 U=24 W=5.5" R=893 U=100 W=511 RL=218/-48 Desi gn Cri t: I RC2012/TPI -2007(STD) .EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0A s : MS'S+ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on ((503))357-:.118 ••• FURNISH NGI••READ AND FOLLOW ALL NOTES ON THIS ORAWING! r. G F 825N4thAve,CornelnsOlt 97113 ••i►pOWrum• THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (J FiQ 'f. TC LL 25.0 PSF REF R7175— 92340 — Trusses requi re extreme care I n fabri cats ng, handling, she ppl ng, Instal l l ng and brad ng. Refer to and fol I ow 1 75 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety prattices prior r , TC DL 10.0 PSF DATE 04/19/16 o perform)ng these fundi ons. Installers snal 1 provi de temporary bract 1g per BCSI. Unl ess noted otherwi se. AllkCop chord snail have properly attached structural Sneath)ng and bottom chord shell neve a properly attached tr rl gi d cei 11 ng. Locate o shown for permanentuI ateral Tai nt of webs shall have bract ng installed per SCSI 4` // BC DL 7.0 PSF DRW CAUSR7175 16110081 ,4 s�ctl ons BB, B]or B10,has app)1 cebl e. Apply pi aces tlr each face of Cru end post tl on as snows above and on e Jol nc Detai I a ess noted otgerwi se. Refer t ngs 160A-Z for standard pl ate po=i ti ons. 0 19/2016 BC LL 0.0 PSF CA ENG PBC/GWH I Al pl no, a al vi sl on of 1 TW Hui 1 di ng Components Group Inc. shat I not be responsible for any devi ail on from CCI s OREGON drawl ng, any fall tire to but I d the truss 1 n conformance wi to ANSI/TPI 1, or for handl l ng, she ppl ng, AN ITW COMPANY i natal I COCl on A bract ng of trusses. ...e 9e `� TOT. LD. 42.0 PSF SEQN— 30431 A seep en l l drawlel yg or weer RAW I I own till.uI to i l i I ns douse ofeeptande of profess'0001 enol reel ng 74, n•20.19 reasons!a I I ty so!.1 y for di n eel on shown. The wl e.e11 I ty and use of US.drawl ng for any structure I.the QC O W.N` DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle response a I 1 ty of the Bull al ng Deal w.r per ANSI tral 1 See.2. Sacramento,CA 95828 For morelnformatl ons chi s j ob•s general notes page aha these web sI tes: ALPI NE: www.al pi neitw.corn: TPI: wow.Cpl nst.org; WTCA: www.sbci ndustry.com; ICC: www.1 ccsafe.org Renews0/30/21M7 SPACING 24.0" JREF- 1 VPZ7175Z 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - CG) Top chord 2x4 HF #2 Ti: 2x4 DF-L 2400f-2.OE: 2 COMPLETE TRUSSES REQUIRED I 2 2 Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W1 2x4 DF-L Std/Stud: Nail Schedul e:O.120"x3", min. nails :W3, W4 2x4 HF #2: :W6 2x4 HF #1&Bet.: :W7 2x4 DF-L 2400f-2.OE: Top Chord: 1 Row 012.00" o.c. :W8 2x6 HF SS: Bot Chord: 2 Rows 0 2.50" o.c. (Each Row) :Rt Bearing Leg 2x6 HF #2::Lt Wedge 2x4 HF Std/Stud: Webs : 1 Row 0 4" o.c. Use equal spaci ng between rows and stagger nails Speci al I oads i n each row to avoi d spl i tti ng. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC- From 72 plf at 0.00 to 72 plf at 19.00 grain required in area over bearings greater than 4" TC- From 72 plf at 19.00 to 72 plf at 20.42 BC- From 7 pl f at 0.00 to 7 pl f at 19.96 („) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scal ed BC- 1717.41 I b Conc. Load at 2.06, 4.06, 6.06, 8.06 pl ate pl of detai I s for speci al posi ti oni ng requi rements. 10.06,12.06,14.06,16.06 BC- 1669.83 I b Conc. Load at 18.06,19.94 120 mph wi nd, 23.10 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 Wi nd I oads and reacti ons based on MWFRS. psf. Ri ght end verti cal not exposed to wi nd pressure. (a) #3 or better scab rei nforcement. Same si ze & 80% I en th of web 8X8(**)Oji 6 member. Attach with 10d Box or Gun nails (0.128"x3",min.} w 6" OC. 7- Deflection meets L/360 1 i ve and L/240 total I oad. Creep increase factor 44' '`� 8X8(R)/// T for dead load i s 1.50. 1. 5X4 III JT PLATE LATERAL CHORD No SI ZE SHI FT BITE [ 5] W4x8 S 4.25 3X5 [ 7] W6X8 2.50 R 4.00 [ 8] W5X7 4.00 L 1.25 [19] W4x12 2.50 R 4.75 5X7[8]% •.• P (a) 7-1-11 4 6r 8 4X8 W3 W,4,,,.4 4X12= -1- 1/111 04.1 (a)(a) (a) I�11� Pimm ® 20-0-0 .� ■ \\\\\\\\\\\\\►..l ,/��►11 1111 • III ® 18-0-0 4X8[5] III 6X8(8)[7] III 1012(R) III 4X12(R)[19] III 4X16(B8R) 11"8 4-6-14 4-5-0 >I< 5-7-0 ),I< 4-6-14 4 5-4-10 _I. 0-11-8 19-0-0 J,J F 20-5-0 Over 2 Supports R=8589 U=343 W=5.5" R=10107 U=390 W=5" Design Crit: I RC2012/TPI -2007(STD) REO PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. I/ 6 a6 •fF S'iO OR/-/1/-/-/R/- Scale =.25"/Ft. TinssComponents ofOre on ((5031357-2118 •a°WARN!NGI ae READ Aro FOLLOW ALL NOTES ON TNIS DRAW'NM i,,,,-.. !� /Q 9 TC LL 25.0 PSF REF 87175 92341 825 N 4th Cornelius OK 97113 "I SRT '• nWal SH TIII s napalm To ALL CONTRACTORS I NCLugI NO THE I xsrAu EWs. a 19575 Ave, Trusses extreme care I n fabri cats n handl i n sbl s aqui re a Ppi ng, to"'ng a bra"ng. Refer` a"'fall` TC DL 10.0 PSF DATE 04/19 16 the latest edition of BCSI (Bui Idi ng Component Safety Informer'an, by TPI and ATCA)for safety practices prior 1• o Performing these functions.attached lerrs shal structur Provide temporary bracing per BCSl.racnl ass noted attarwise. cop chord shall nava properly a for pe structural lateral restg and bottom chord stall M a properly attached K- ''/ BC DL 7.0 PSF DRW CAUSR7175 16110056 r1 gi dhcei I 1 ng. or B1 ons shown for e. Agent 1 l a�es restr i t of webs shat I and b ng I nst^I I ed per BCSI 01 19/20 6 ,4 L�� thcCl ons B3, B7l o, 810,5o noted i cable. o. Y peltas to each face ,'or an posi CI on as show above and on0, /oi t Dem unl a ted otherwise. Ref to drawl ngs 16UA_Z for standard pi ate posi tl ens. OREGON BC LL 0.0 PSF CA ENG PBC/GWH I Al pi ne a di vi sl on of ITV(Bui 1 di ng Components Group Inc. shat I t be responsi IP a for any devi ati on from t drawl ng, any fai 1 ure to bui I d the truss I n conformance wl th ANSI/TPI 1, or fpr handling, shi ppi ng, w,4 1.a A,20•�ssm . TOT. LD. 42.0 PSF SEQN- 34552 AN ITW COMPANY instal I ati on A bran ng of trusses. A eeu t i•rharl ng or cover pegs I I stl ng tis drawl ng, 1 loll cotes acceptance of prOfeeel ons' .nil neer'ng OI D W•N DU R. FAC. 1. 15 FROM BB ressham.ppnl bl 1 I ty sol sly for the deal gn da . The al toll I 1 ty end teas of UtheI s drawl ng for wry structure I s t 8351 Rovana Circlereopens'a e.1 I ty of the Sul I dl ng Deal goer par ANSI/TPI 1 Se2. Sacramento,CA 95828 For more I nformati on see tcl s Job's general notes ' page and these webs Renews 6130(2017 SPACI NG 24.0" JREF- 1 VPZ7175Z15 ALM NE: www.al p1 ne1 two corn: TPI: wee/. o.tpi st.org; WTCA: www. bci nCOW dustry.coICC: www.'«safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - DGE ) Top chord 2x4 HF #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length desi gn. tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad braci ng requi rements. applied per IRC-12 secti on 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss designed for unbalanced snow Ioad 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. NOTE: I f wal I top pl ate i s not aligned wi th cei I i ng pl ane, wal I Truss spaced at 24.0" OC designed to support 1-0-0 top chord bracing must be provided to ensure adequate support. See IRC2012 sec. outl ookers. CI addi ng Ioad shal I not exceed 5.00 PSF. Top 2308.9.1. Bui I di ng owner or bui I di ng desi gn professi onal shal I chord may be notched 1.5" deep X 3.5" AT 48" o/c along top be responsible to retain engineer for wall/support bracing design. edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Do not notch i n overhang or heel panel . 4X5= 11.11 III b 6 I ■ , —1 6 3-10-3 llie I II i ■ ■ ■ ■ ■ ■ i # 20-0-0 ' 2X4(A1)= 2X4(A1) -.- L1-6-0›.1 LE1-6-0›.1 I, 7-0-0 J, 7-0-0 J 14-0-0 Over Conti nuous Support R=122 PLF U=6 PLF W=14-O-0 RL=5/-5 PLF Note: AI I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) ike0PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. I„ +. f,.p _ 4> OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon ((503)357-2118 '"WARNING! FOLLOW6. READ AND FOLALL NOTES ON THIS DRAWING! REF R7175 92342 825N4thAve,Cornelius Olt 97113 ••I■Po■rAwr•• FURNISH THIS NuTO CONTRACTORS ALL NrN)c1oNs IOCLWIxD THE INSTALLERS. +9575 Ia.: TC LL 25.0 PSF Trusses requi re extreme care I n fabri call ng, handl 1 ng, shi pal ng, 1 notal I 1 ng and bract ng. Refer co and fol I ow ( �' TC DL 10.0 PSF DATE 04/19/16 the I atest edI tI on of BCS! (Elul I di ng Component PI Safety I nformati on, by Tand SRCA) for safety pract;cos peal or wI o Performing I havesee functions.attached struers ctural temporaryprovi de sheachsbracing per BCS!. Unless pnotederly attaches', Cop chord shall have properly n tachetl man t rat rat reing and bottom chord shave have a Properly attached 4- % BC DL 7.0 PSF ri g;a cel I I ng. Locate ons shown r permanent I attest a tea n of webs shall have brad ng a notal I ea per Bcsl DRW CAUSR7175 16110080 WI `[l n B3, BT or 810, as applicable. e. y pl rtes to each face of for and rd;t;on as shown above and o 0 19/20 6 ,4� o I chetJo�nt Details, unl ass rested otterwl se. Refer to tlrawi ngs 160A-Z forstandardplate pose tl ons. from n I Al pi ne, a di vi sl on of I Tw Bui I EI ng Components Group Inc. shat I not be response bl a for any Ravi ate on f this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawl,g, any fai 1 Are to bu;I d the truss I n conformance wi th ANSI/TPI 1, or For handl I ng, sh;pal ng, AN ITW COMPANY drawl n a[i on 6 brace ng of trusses. '96 1'e'.20,106 (,Q` TOT. LD. 42.0 PSF SEQN- 30433 A seal on t i•drawl ng or cover page I I stl ng tells drawl ng. I ndl cotes accept•n•.of professional engl near)ng 'TO t 0 W. a�I r•.pan.l a 11 ty.a•I y for tle design Mo1wl. The sail res I 1 ty.,m use of UI s ares ng for any structure 1.the ` Irv" DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle r..ponel IN I I ty of the Elul I di ng Reel go /T91er per ANSI Pl 1 See.2. Sacramento,CA 95828 For more Informetiob s [tis Job's genera, notes page and these Rab sI Renews 8!sazol7 SPACING 24.0" JREF- 1VPZ7175Z15 evens!ALP!NE: wal pi nee tw.com; TPI: www.tpi not.org; YRCA: seem wsbci raustry,com; ICC: mow.,ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - D ) Top chord 2x4 HF #2 120 mph wind, 21.72 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 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, for dead I oad i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= —Is 6 II 3-10-3 4X5(R) III 3 . 20-0-0 '3 3X5(A1)= 3X5(A1) =-----,--- 1.0-6-0›.1 11-6-0>J L- 7-0-0 _I 7-0-0 J < 7-0-0 >1< 7-0-0 > 7-0-0 7-0-0 < 14-0-0 Over 2 Supports > R=723 U=44 W=5.5" R=723 U=44 W=5.5" RL=76/-76 • Desi gn Crit: I RC2012/TPI -2007(STD) .. CI PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .f •+ f FFS,0 OR/-/1/-/-/R/- Scale =.375"/Ft. "WARNING!•• READ AND FOLLOW ALL NIXES ON THIS DRAIN NGI GINE. 'O Truss ComponentsofOregon (5031357- 118 ••IIPoRTANT•• FURNISH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Uig 't1 (.` Z TC LL 25.0 PSF REF R7175— 92343 825 N 4th Ave,Cornelius OIL 97113 Trusses reyul re extreme re I n fat!,cats ng, handl I ng, shl poi ng, I nstal I I ng and brag ng. Refer to and fol 1 ow 19576 9 TC DL 10.0 PSF DATE 04/19/16 the latest em ti on ofBCS1 c(Buil di ng Component Safety 1nforma.on, by TPI and WTCA)rfor safety pram.res prior , n 1• o performsha these functions, t1ashesI sers tructural 1 Provlth temporary boarsng per BCS!.ave ess noted attachise. i to chord seal 1 have gropers y attached sR coral sneacM1l ng and bottom chord Sha I have a gropers y attached „�. BC DL 7.0 PSF DRW CAUSR7175 16110079 rs gl d cel I i ng. Luca.ons shown for permanent I ateral rostral nc of webs shat 1 have b cl ng s nstal I ed per BCS! fill, A Al N , t .ons 83, BJ o, B4O, as atpl i cable. e. RPI rtes to each 2160-Z fou antl post ti to as i t n above r and on 0. 19/2016 the Jot nt Petal I s, unl ess noted otherwl se. Refer to drawl n 160A-Z for I ace I it ons. h6 nys BC LL 0.0 PSF CA ENG PBC/GWH .i= I Al pi ne, a di vi si on of I but Bul l di ng truss i recon Group Inc. Shall not be response bin for any deal ail on f this OREGON drawl ng, any tas I ora to bol I tl the truss i n conformance vel CM1 ANSI/TPI ,, or for handl l no, ani pal ng. TOT. LD. 42.0 PSF SEQN- 30434 AN ITW COMPANY i rascal I ati on a braci ng of trusses. �J A.a.l on the s drawl no no or sever pogo I I ata ng this drawl no, I ndl atom wpm :m pt.aof prof e&ono' wool nwarl no 7A 1'in.20,1st response Id I 1 ty Sol el y for the dews gh Mown. The owl t b1 I I ty end we of the s drool ng for any structure 1 s the I I ty of the oul I di ng Deal grow "w O f D V DU R. FAC. 1. 15 FROM BB 8351 ROvana Circle - romper.Id per ANSI ITPI 1 Soo.2. Sacramento,CA 95828 For more Informatl on see toss j ob•s general notes page and these webssSPACI NG 24.0" JREF- 1VPZ7175Z15 ALP!NE: waw,al pi mel tw.coma TPI: www. pi nst.org; WTCA: www.sbcs ndustry.comm ICC: ow.I ccsafe.org Renews&9012017 ( 1115033--PARR FOREST GROVE -Ri versi de 3382 A roof M -- master master , OR - E ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Fu!I Hei ght Blocking rei nforcement requi red to Bot chord 2x4 HF #2 prevent buckling of members over the bearings: • Webs 2x4 HF Std/Stud :W2 2x4 HF #2: bearing 1 located at 0.00' 120 mph wi nd, 23.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 desi gn. psf. (a) Continuous lateral restraint equally spaced on member. Left end verti cal not exposed to wi nd pressure. Bottom chrd 1 .00 Deflection meets L/360 live and L/240 total load. Creep increase factor oad applied percked IRC-12rsectionpsf 301.5n-concurrent bottom chord live for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE 1. 5X4 III [ 1] W4X5 S 2.25 3X5 7-4-3 ,� (a) W2 1 6 4X5111 ) III 3 3 �. +0-0-0 4X5[1]; 3X5(A1) L1-6-0,J 1"12 6-10-4 _i_ 7-0-0 14-0-0 1 7-0-0 'I- 7-0-0 14-0-0 Over 2 Supports R=594 U=85 W=5.511 R=737 U=15 W=5.5" RL=-181 Desi gn Crit: I RC2012/TPI -2007(STD) • O PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .• .s f• - FSo OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 '•WNWI NG!•• READ Aro Fougg ALL NOTES ON TRIS oRAnRGI Gbh aG INe . HO42 Z TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "1 Rnwr' FURNI s"TMI s DRAIN NG To ALL CONTRACTORS I xcwol NG THE 1 NSTALLeRS. REF R7175- 92344 Trusses rec.r care i n fabri cats ng, handl 1 ng, shl poi ng, I nstal I I ng and bract ng. Refer to and fol I ow 1967b the latest editlooneofr9C51 (BuiIdirig Component Safety Information, by TPI and NTCA) for safety practices prier r TC DL 10.0 PSF DATE 04/19/16 r• o pchor ml ng I havesee Tuneti ons.attached I ers structural I l prowl destgand of bottom ho per BCSI. e ess pertnotedy attach se, / Cop chord shat I have praperl y a tachetl ser ra shoathi ng and bots chord shat I have a properly a ached rl gide I I ng. Locati ons shown r permanent I ateral t t webs shat I have brad ng I nstal I ed per BCSI ' ,� L BC DL 7.0 PSF DRW CAUSR7175 16110073 A r, I Pq I sect)ons 83, a]or B10, as appnoted i cabl e. e. y pl rtes to each face for antl post ti to as shown above and on IILI the Joe, Gdi vi I l uo ess notetl otherwi pe. Refer to drawl ngs I not a restandard PI ate post ti ant. 0. 19/2016 BC LL 0.0 PSF CA-ENG PBC/GWH Al pi ne, a di vi s1 on of I TW Elul I di ng Components Group Inc. sM1al I t be responsi bl a for any devi ati on from<M1I s OREGON drawl ng, any Pei I ure to bui I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shi poi ng, /1 AN ITW COMPANY i natal I au on&brad ng of trusses. 0 TOT. LD. 42.0 PSF SEQN- 30435 A..al on NI•drawl ng or aim page I I,U ng Ohl.drawl ng, I ndi Cotes acceptance of profile*anal I n,.rl 9 VWn.20,10� ..pen,I a I I ty era«y for the reel o".1,•.,,. ,,,,w1 coal I I h and,.e or w,drawl ng for am Structure� 1•°e,. �'O`D W•N�C. RIR. FAC. 1. 15 FROM BB 8351 Rovana Circle reepe,ul bI I I ty of the Bel I di ng Deal gm/.per ANSI/TPI 1 Set.2. Sacramento,CA 95828 For more informatlP = chi e,ob a general notes page and these web r SPACI NG 24.0" JREF- 1VPZ7175Z15 E: ALPINwww.s1 DI mei iw,corn; TPI: waw,tPl nsi.org; RICA: www. I ww.shoi ndustrY.cam; 1 CC: www.1 ecsafe.org Renews 8/30/201T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - EG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED 1 2 t Bot chord 2x6 HF #2 ' Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: Nai I Schedul e:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.0011 o.c. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Ce=1.10, CAT II & Pf=21.17 psf. Webs : 1 Row @ 4" o.c. Use equal spaci ng between rows and stagger nails Specs al I oads i n each row to avoi d spa 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 I el to TC- From 72 plf at 0.00 to 72 plf at 7.00 grain requi red i n area over bearings greater than 4" TC- From 72 plf at 7.00 to 72 plf at 14.00 BC- From 7 plf at 0.00 to 7 plf at 14.00 120 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1540.15 I b Conc. Load at 1.94, 3.94, 5.94, 7.94 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC 9.94,11.94 DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. End verti cal s not exposed to wi nd pressure. 4X5(R) III JT PLATE LATERAL CHORD i No SIZE SHI FT BITEA1- :l 6 [ 4] W5X7 3.00 R 3.00 [11] W5X7 3.00 L 3.00 3X5% 3X5 40 6X6(R)= 6X6(R) lat,ill• 1 5-10-3 2-4-3 111 2-4-3 1 11401b\Shm ■ EM �� ■ ® 18-0-0 5X7[4]= 6X8 5X7[1l] 3X7 III 3X7 III Fc 3-6-0 + 3-6-0 'I.< 3-6-0 �` 3-6-0 3-6-0 3 6-0 3-6-0 '1 3-6-0 '1 7-0-0 I 7-0-0 k 14-0-0 Over 2 Supports R=5217 U=257 W=5.5" R=5135 U=254 W=5.5" RL=52/-52 Desi gn Crit: I RC2012/TPI -2007(STD) 0 PR.1. S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 00 ' S OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-:118 ••WARM NGI••READ AND FOLLOW All NOTES on TM's owm"'s' ' n�G�►�E' �O TC LL 25.0 PSF REF R7175- 92345 B I� 1 ••1 r • FINNISH THIS DRAWING TO ALL CONTRACTORS 1 RCLUDI RB THE INSTALLERS. �/�t 825 N 4 Ave,Cornelius O 97 13 Trusses requi re extreme care i n fabri cati ng. handl l ng, sfi poi ng, I nstal I i ng and bract ng. Refer to and fol I ow 19575 Z the I atest edi ti on of BCSI (Hui l di ng Component Safety 1 nformati on, by TPI and OTCA) for safety practi cos ori or TC DL 10.0 PSF DATE 04/19/16 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. T op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached J / BC DL 7.0 PSF DRW CAUSR7175 16110059 T. rl gid c Iing. Locatl ons shown for permanentuI atera a nt of webs s have bracing instalI I.per nBCon �rwaf I- ,4 LJO�I]N sects ons i B3, (17 or B10, as cool 1 cabl e. Appl y al crest to each 1 face of truss ti on as shown above a ' I t,:Jai nt Detai 1 s, unless noted otherwi se. Refer to drawings 160A-Zrr an=d, pl ate post ti ons. d 0. 19/2016 BC LL 0.0 PSF CA-ENG PBC/GWH I AI pi nes a dl vi i I on of 1 bu Bus 1 tli ng Components Group Inc. h Al I /Tt be rorfori bl a for any devl ata on Pram this OREGON J drawl nq, any fai I ure to bus I tl the truss i n conformance wi tM1 ANSI/TPI 1, or for handl i ng, sill poi ng, AN ITWCOMPANY inatalIatlon A bracing of trusses. TOT. LD. 42.0 PSF SEQN- 34554 A.«I on Chi•areal ng or cover pogo I I.tl ng Chi•drawl ng, I ndl este.acceptance of profml onel epi n..rl ng Twin,20,OW r..pnn.l bl I I ty sol.l y for the deet gn sheen. The wl tall I I ty end use of Phi.dread ng for any renown.I s the �9•' ►' 01. .��C. DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle r..penal a I I ty of the gut I dl ng Deal gn.r per ANSI/TPI 1 See.2. �/ Sacramento,CA 95828 For morelnfermatl on a this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VPZ7175Z15 w. ALPI NE: wwa1 pi neitw.teen; TPI: waw.tpi nst.erg; MICA: www.s.i ndusery.cow ICC: waw.a ccsafe.erg R.OEWR DI$012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - BGE ) Top chord 2x4 HF #2 120 mph wind, 19.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC • Webs 2x3 HF #2 DL=4.2 psf. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength desi gn. tabul ated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad braci ng requi rements. applied per IRC-12 secti on 301.5. Truss spaced at 24.0" OC designed to support 1-0-0 top chord Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor outl ookers. Cladding I oad shall not exceed 5.00 PSF. Top for dead load is 1.50. chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other I umber defects al I owed Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, within 12" of notches. Do not notch in overhang or heel panel . Ce=1.10, CAT II & Pf=21.17 psf. 4X5 6 1 - 6 3-7-3 I k EN 0 U 0 U 0 18-0-0 2X4 ////////// ////////7/7) 1-<-1-6-0--›.1 1<-1-6-0—>•1 6-6-0 _I_ 6-6-0 _I 13-0-0 Over 2 Supports R=282 PLF U=8 PLF W=3-2-8 R=282 PLF U=8 PLF W=3-2-8 RL=22/-22 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) , PR•A- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. x0 S OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINM..• READ NO FOLLOW ALL NOTES ON THIS DRAWING! ��5 �(;INe 4h ,O2 TC LL 25.0 PSF REF R7175- 92346 825 N 4th Ave,Cornelius OR 97113 ••1 1FONTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCWDI NG THE INSTALLERS. Trusses r auc'eextreme care i n fob,esti ng, handl 1 ng, sal poi ng, instal I I ng and braci ng. Refer to and fol I ow 19575 9 TC DL 10.0 PSF DATE 04/19/16 the latest e n of BCSI (Bub l di ng Component Safety Informatl on, by TPI and"TCA)for safety practices prior , o performi ng these fundi ons. !nstal I erfusi al I prowl de tempoat braci ng per BCSI. Unl ass noted otherwl se, Si, top chord shall have properly atCached structural sheathing and bottom chord shall have a properly a tachetl BC DL 7.0 PSF DRW CAUSR7175 16110076 ri gb d cel I 1 ng. Locatb ons shown for permanent I eters! restr t of webs shad I have!Drool ng instal 1 edper BCSI 4- /� A L 1 iT. sect)ones BB, al or B,G, as ate i cable. Apply p1 a[es to each face Cru antl posh date as shown abover duns Imo) 1 the n[ epi 1 a, ant eat oared ptherwl=e. Refer to drawl nos,BGA-7 ferastandard p1 ata pall ti en=. 0 1 EG 16 BC LL 0.0 PSF CA-ENG PBC/GWH Al pi n a di vi si on of ITR Bui I db ng Components Group Inc. shat I t be responsi bl e f any Uevi ati on f i 0 OREGON drawl ng, any fab I ore to Md I tl see[rola i n Conformance wi th ANSI/TPI ,, or for handl i ng, sM1i poi ng, r e r TOT. LD. 42.0 PSF SEQN- 30437 AN ITW COMPANY i oleo!I ati on a araei ng or trusses.A arI en t1,1•drawl ng or cover pegs I I st.I ng this drawl ng. I ndl sates seuptanes of profess!anal *nal nNr1 ng ..n.20,190 (, responsI DI I I ty sal.l y for the des!gn sawn. The su1 GPM I 1 ty end use of VII s drawl ng for any.trbetur.I s the �O 0 101.0`" DU R. FAC. 1 15 FROM BB 8351 Rovana Circle repon.l of I I ty of the Dui I di ng Mod gner per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Informatb on see thl=Lob.s general notes page and these web sl res: SPACI NG 24.0" JREF- 1VPZ7175Z15 ALPINE: wwws el pi nei tw.cpm: TPI: www.Cpl nst.org: MTC": www.sbci ndustry.corn; ICC: weirs!ccsafe.org Renews 5/9091117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - JGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC ' Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Ri ght end verti cal not exposed to wi nd pressure. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. Truss designed for balanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4 iiilili 2-11-15 6 0-3-15 I U 4 r ±9-0-0 / 2X4(A1) -1-6-0- ->i f' 8-0-0 Over Conti nuous Support R=116 PLF U=33 PLF W=8-0-0 RL=17 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) ii PRIap PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02. 0• 't 01 S9 OR/-/1/-/-/R/- Scale =. 75"/Ft. TmssComponents ofOregon ((503))357-2118 'eW !!'MIe' !!EA°AM AWFOLLONNOTESTNTIAsaw!GG! " Q� aGINfi�� '% TC LL 25.0 PSF REF R7175- 92347 825 N 4th Ave,Cornelius OR 97I l3 ! t)!!R" "!sN TM's aRwn xG>n ALLLL CONTRACTORS!NDLUBI xc T1 B!NBTA 1ER3. Trusses regui re extreme care I n fabr;call ng, handl;ng, sb;pp;ng, I natal I;ng and bract ng. Refer to and fel I ow 195759 TC DL 10.0 PSF DATE 04/19/16 the Iatest etli t;on of BCSI (But I tl ng Component Safety Informate on, by TPI aNBCA) for safety pracel ces pre or to perform;ng these fund;ons. I natal I ors anal I groat de temporary bract ng per BCSI. Unl ess noted otherwl se, , i a top chord shat l have proper)y attachedpa strumaneentuI al rel resthi ng ant bottom chord shav a have a properly attacher BC DL 7.0 PSF DRW CAUSR7175 16110060 ri gi tl eel I 1 ng. Locatl ons shown for permanent I ateral Ctrl nc of webs anal I have bract ng I natal I ed per BCSI /� ,4 r O�� eco ons 63, B7 or B10, as app)I tabu e. Apply pl aces to each face of truss s and pos;cl on as shown aboveandon L I the nt Dotal I s, nnl ass noted et„erwl se. Refer to trawl ngs 160A_Z f tandard p1 ate peso ti ons. 19/2016 BC LL 0.0 PSF CA-ENG RTT/RTT I ' Al pt no. a di vi si on of I TW Bull ti ng Components Group 1 nc. s„al I not be responsi bl a for any tlevi ati on f tM1i s OREGON ' I net ng, any fab 1 ure to but l tl the truss;n conformance wi tM1 ANSI/TPI ,, or far handl t ng, a„;pp;ng, ^ TOT. LD. 42.0 PSF SEQN- 13086 REV AN ITW COMPANY 1 natal I act on a era<i ng of trusses. Y, ,� A sul on tbl s drawing or ewer paps I I stl no NI a drawl no, I nal Getee soaeptsnee of profess!one! shpt heart I v°A,20,igen G responsl bl I 1 ty eel el y for the test P sheen. The sue teal 11 ty end use of NI s Creel ng for say structure I s the v 8351 Rovaea Circle ravened Id I I sy of the Bull dl ng Des!goer per ANSI/TPI 1 See.2. OL 0 W DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more;nformatl on s s J ob•s general notes page and these web s' ALPI NE: wawwa .al pI nal tw.corn; TPI: w.cal nsc.org; ATCk waw.sac!ntlustry.corn; ICC: www.b ccsafe.org SPACING 24.0” JREF- 1 VPZ7175Z 15 RAnewa(118012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - J ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 9] W1.5X4 S 2.25 4X5 III 4 1 2-11-15 I' —t 0-3-15 J 9-0-0 I 1. 5X4[9] III 2X4(A1) --1-6-0 Fc 7-10-4 11"12 1 8-0-0 Over 2 Supports R=472 W=5.5" R=321 U=4 RL=52 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►. '®�'� . OR/—/1/—/—/R/— Scale =. 75"/Ft. Truss Components of Oregon (503)357-:.118 ••WARM NG!••READ ANo FOLLOW ALL NOTES ON T11Is DRAW!NG! G 1 N S� REF R7175 92348 825N 4th Ave,Cornelius OR 97113 ••I(PORTANT• FINWI SN 7111 S DRAM NG TO ALL CONTNAcrgRS I HELM NG THE I NSTALLENS. G` a FtC� GZ TC L L 25.0 PSF Trusses requi re extreme re i n fabri cati ng, handl l ng, sN ppi ng, I nstal I Ing and bract ng. Refer to and fel I am 19575 9 TC DL 10.0 PSF DATE 04/19/16 n latest tli ti on ofrBCSI care I di ng Component Safety Informers on, by TPI d WTCA)for safety practices pri a- o Performs ng mese fundi ons.attached acted I strcts I Provl de ng a.ebo bract ng per BCS(. a ess y attach se, top chord shall have properly a Instal structural rovlsheathi ng antl bottom chord shalt have a properly attached rl gl d cel I i ng. Locatl ons shown for permanent I ateral restr t of webs shat I have bract ng i stat I ed per&CBI /�. ;/ BC DL 7.0 PSF DRW CAUSR7175 16110069 ,4 sects ons B3, 97 or B10, as apps scabs a. Apply plates to each face of trussand position as shown above and on f LO� I I the Jai nt Metal I s, un1 ess noted otherwi se. Refer to drawl ngs 160A-Z forstandard pl ate pest ti ens o 19/20 6 BC LL 0.0 PSF CA—ENG RTT/RTT ' \V' I AI pi ne, a di vi si on of 1 TW But 1 di ng Components Group Inc. shat I t be respansl bl a for any devl atl on from thl s drawing, any failure to bus ld the truss In conformance wi th ANSI/TPI 1, or for handling, shl ppl ng, OREGON AN ITW COMPANY I natal I atl on&brad ng of trusses. 6'0 .i TOT. LD. 42.0 PSF SEQN- 30465 A Nei on Ni a drawl ng or cover page I I OCl ng Chis drawl ng, IMI areas*captors.of profess!one! enol awl 9 4O).20,110b_ r.aponsl bl l 1 ty ea el y for the deal gn slow,. The awl tail I 1 ty and use of thl s drawl ng for ry structure I s the IRO • �. DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle raspanel bill ty of the gut I di ng Peel gnr per ANSI/TPI 1 Sae.2. Sacramento,CA 95828 For more norma on this Jot,a general a page and mase web SPACI NG 24.0" JREF— 1VPZ7175Z15 ALP(NE: wow.al pl.1 taw.coon TPI s www. pi nst.erg: WTCA: waw.stool ndustry.corn: ICC giw.wv.i ccsafe.org panw.w asnvld y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - JGEA ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W2 2x4 HF Standard or HF Stud: DL=4.2 psf. Right end verti cal not exposed to wi nd pressure. Wind I oads and reacti ons based on MWFRS with additional C&C member desi gn. Truss designed to support 1-0-0 top chord outlookers and cladding Ioad not to exceed 5.00 PSF one face and 24.011 span opposite face. Top chord Bottom chord checked for 10.00 psf non-concurrent bottom chord live must not be cut or notched. Ioad applied per IRC-12 section 301.5. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind braci ng requi rements. Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor 1.5X4 III for dead Ioad is 1.50. Truss desi gned for bal anced snow I oad based on Pg=25.00 psf, Ct=1.10, 1. 5X4 III Ce=1.10, CAT I I & Pf=21.17 psf. li 3X5 1. 5X4 III ' V 4 1 � En= Ilj 2-11-15 0-3-15 i U 4 ► 4_9-0-0 I 1.5X4 III 1. 5X4 III 3X5= 1. 5X4 III 2X4(A1) -1-6-0-->-1 I` 5-5-14 2-4-6 1" 6-6-0 -T' 1-4-4 ›4.51 -1Iz '12 1 8-0-0 Over 2 Supports 'JI R=543 U=153 W=5.5" R=383 U=110 RL=138 Desi gn Crit: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02. 0. 4-is NPFS+ OR/-/1/-/-/R/- Scale =. 75"/Ft. Truss Components ofOreon (503)357-2118 ••WARM NGI••READ AND FOLLOW ALL NOTES ON THIS BRAVING! S - 825N4thAve,CorneliusOR97113 '•IMpBarANr•• Final$HTNls°""N'NO,oALLcoN1NACTBRa1NCLIplNBTMEiNsrALLElea. 0�5 aG NFFA ?Oy TC LL 25.0 PSF REF R7175— 92349 Trusses requi,a extreme care i n fabrl cat,ng, handling, sM1i ppi ng, 1 natal 1 ng and bract ng. Refer to and fol I a e latest e w on of BCSI (Bui Id,ng Component Safety Information, by TPI and RICA) for safety practices prior 19575 r TC DL 10.0 PSF DATE 04/19/16 T. o pchord ing mese functions. lnatal I ers struchalla ppshe t!.ng and bred ng per BCSI. Una essonotoO attachede, Cop chord snail have properly attached st tuI al rel reing and bottom chord shall have a properly attached cried 4°11' BC DL 7.0 PSF n gi tl ai I i ng. Locate ons shown for permanent, t rel R nt f webs ast have Israel ng i sial 1 ed per SCSIDRW CAUSR7175 16110061 ofggih All O�� se 1 ons 83, B7 or B10, as ppl I cabl e. Appl y pl ates to each face of trussand post tl on shown above and on �- L 1 the Joi nt Decal I s, tint ess noted otherwl se. Refer Co drawl cgs 160A-2 forstandardpi ate poei Si ons. o 19/2016 BC LL 0.0 PSF CA-ENG RTT/RTT I Al pi no. a di vi si on of ITN Bui I di ng Components Group 1 nc. shat I not be responsi tit a for any devl ati on from this drawl ng, any fol I ee to but I tl the truss i n conformance wi eh ANSI/TPI 1, or for Handling, ani ppl ng, 0 OREGON v TOT. LD. 42.0 PSF SEQN- 13088 REV AN ITW COMPANY i natal i act on a Israel ng of tresses. A seep the•dried ng or nov.r pope I I otI ng the•drawl rip, I ndl oat.•aoaptmn.of pro..art .nal neer) IAN'bet,20,1990 (� r.pone el 1 I ty.01.1 y for the dee gn oho. The.1.6111.end me of the•drat 00 for any...bre I•'pth. v 8351 Rovaoa Circle r•'p°""°"'tr of w ag"dl no p..l an•r per ANSI�I 1 Sec.z. QL O w.�► DUR. FAC. 1. 15 FROM BB Sacramarto,CA95828 For more Information see still n nat. general WTCA ,page and[Hese wen sites: SPACING 24.0" JREF- 1VPZ7175Z15 ALPINE: www.al pi nei tw.cam; TPI: waw.till est.org; •TCA: www.sbcl ntlusery.cam; ICC: www.i ccsafe.org lawn.a,o Waninnd7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - H ) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 9] W1.5X4 S 2.25 1.5X4 III i w 3-10-3 —I— liolllm.-"_:'..-0..0 0-4-3 I! 4_9-0-0 1.5X4[9] III 2X4(A1)= L-1-6-0—>-1 G-9-4 2"12 7-0-0 Over 2 Supports R=436 W=5.5" R=284 U=9 RL=70/-27 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0. ' ' �FFS+ OR/ /1/-/-/R/- Scale =. 5"/Ft. Tmss Components of Oregon (503)357-2118 ...WARN!NG!....READ AND FOLLDN ALL NOTES ON THIS CRANING! y N S/ 825 N 4th Ave,Cornelius OR 97113 ••IBPDRrNrr•• FURNISH nes DRAWING To ALL CONTRACTORS INCLUDING THE tBsrALLImS. �\ dG FFA 94. TC LL 25.0 PSF REF R7175- 92350 Trusses regal re extreme care I n fabri ca,ng, handl i ng, shl ppl ng. I nstal I I ng and bract ng. Refer to and fel I aw 19575 y TC DL 10.0 PSF DATE 04/19/16 the I•test edi ti on of BCS! (But I a1 ng Component Safety 1 nformati on, by TN and VITCA) for safety prat,chs prl or !� tr o Performing these functions.attached structurhal al provide ng and bratom chord per alI have Unless noted aered e. / top chola shall have properly a Instal ars halal pro.de to and bottom ng p shall have a properly attached n gi d cel I I ng. Locate ons shown r permanent I ateral restr [ f webs aha,I have bra.ng I nstal I ed per BCS, . ,,,� BC DL 7.0 PSF DRW CAUSR7175 16110067 A J� heti ons B3, ai or B^o,sgs aped I cab!e. Apel y p1 rtes each face of for standard post ti to as shown above and on �- Che nt Data;i r, I e notal i ng Components re. Refer to drawl ngr,BOAC fere= sari p1 ata post t1«s. 0. 19/2016 BC LL 0.0 PSF CA-ENG RTT/RTT I AI pi na, a di v;si on of I bu I d I h ng Components ormap Inc. steal I not be respond h1 a for any dept a,on from h OREGON drawl ng, any fat I are to bei I d the truss I n conformance wi[M1 ANSI/WI ,, dr for handl I ng, lei epi ng, 0 we/ TOT. LD. 42.0 PSF SEQN- 30467 AN ITW COMPANY i nerala I a,on bract ng of crasser. A Gael en 0111•drawl ng er cover paper I I otl np Chi•drawl ng, I net eta•acceptance of pref0ol enol •npl meal np 9�Vin.20,194b resume.id I ty sol.I y for We dawl pn shown. The awl suitability and 1w.of Nis drawl ng for any structure I s the `/ 8351 Rovana Circle r..pe,1.1OI11ty of the e„1Idlne Oaw1pnsr par ANSI/TN 1 Sm.2. OI D . In Sacramento,CA 95828 For more I nformati on r thi s J oh's general notes page a.these webs! (, ALPINE: www.a1 p1 net taw.cow TPI: www.tpi nsc.org; NTCA: www.sbci ndustry.con: ICC: www.i ccsafe.org SPACING 24.0" J RE F- 1 VPZ7175Z15 a.w.w,.a3ro2047 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - EJG ) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 1 TC- From 72 pl f at -1.50 to 72 pl f at 1.85 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 4 pl f at -1.50 to 4 pl f at 0.00 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 6.00 DL=4.2 psf. BC- 21.86 I b Conc. Load at 2.00 BC- 30.63 I b Conc. Load at 4.00 Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=62 6 �- 0 .4- 9-11-12 1 1-3-4 N +9-0-0 V 2X4(A1)= R=81 L-1-6-0 > 1-10-3 >I< 4-3-5 0-6T 5-5-8 '1 6-0-0 Over 3 Supports SII R=266 U=21 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) .03 PRop PLT TYP. Wave FT/RT=2% 0% /4 0 16.01. •. ( ) ( ) _ `rd's_ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon ((503))357-2118 '•WARN!NGI•• READ AND FOLLOW ALL NOTES ON THIS CRAVING! 825 N 4th Ave,Cornelius OK 97113 ••IIWgRfANT.• FURRISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Z TC LL 25.0 PSF REF R7175- 92351 Trusses reque re extreme care I n fabre call ng. handl i ng, or ppi ng, i nslal I e ng and bract ng. Rayer to and fel I ow • 9 TC DL 10.0 PSF DATE 04/19/16 the I atest ng t1 on of BCS! (But 1 di ng Component Safety I e tempo on, by TPI ape NTCSI for safety practices pre,or r n o Performa n9 these fundi ons. tfortal I ersYeM1al I Provl de lemp^raoptbraci ng per BCS!. Unl ass noted otM1erwi se. Oddlihk top chord shall have properly attached structural sheet.ng and bottom chord shall have a properly a tachetl � ,/' r1 gid cel I i ng. Locate ons shown permanent I ateral ser ! webs shat I have brad ng a natal I edperBCS! , '� BC DL 7.0 PSF DRW CAUSR7175 16110077 All s 83. B]or 810, as app)i cab)e. Apply pi ares to each face of t nd pose to on as shown above and o A I I II O)EI^ I I thepJol nt Detai I s, unl ass notetl otherwi se. Refer to tlrawe ngs 1609-P forsstantlartl p1 ace pose of ons. n 19/20 6 ILL, I \�I' I 91 pi ne, a di vi al on of I TW Bul 1 tli ng Components Grppp I n<. aha)I ,qt ba response bl a far any clavi ate on from thl. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH AN ITW COMPANY Idrawi nstaifl act o axe ace ng ofucrussee truss e n conformance we ch ANSI/TPI 1, or for handling, she ppi n9, V A,.., LI..rIAng or cover pogo LlccnG the.er.•Ino, I alrates '9 °n.20,1B� P TOT. LD. 42.0 PSF SEQN- 30441 .f thl s dr of ng .I uctl'leering 11t dot o vv.N� DUR. FAC. 1. 15 FROM BB reopens!W I I ty w1•I y for 01 n deal l or per The w1 tam 11 ty and w of NI.drawl np for any structure 1 I.the 8351 Rovana Circle r••pomi Iw l I ty M the Bal 101 Ip Deal poor per ANSI/TPI t Sae.2. Sacrammto,CA95828 For more Information 5843 ihls Job's general notes page and these webs! Renews 6l30I2017 SPACING 24.0" JREF- 1VPZ7175Z15 ww. ALP!NE: wal pi cow tw.<oTPI: wwww.,tpi nst.org; VRCA: want sbci nauscry.corn; ICC: www. [[safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - EJ1 ) - Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere 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 I oad applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 1.50. 10-11-12 R=111 U=8 s 2-3-4 V 0-4-3 II " 9-0-0 0-3-8 86 7 2X4(A1) 1.<-1-6-0 >1< 3-10-3 ›.1.: 2-3-5 I< 6-0-0 Over 3 Supports R=329 W=5.5" RL=44/-21 Desi gn Crit: I RC2012/TPI -2007(STD) '�GPRFFFS+s�o OR/-/1/-/-/R/- Scale =. 75"/Ft. PLT TYP. Wave FT/RT=2�g(0%)/4(0) 16.01. TmssComponents ofOreon 503)357-2118 m WARNINGIae READ AND MUM AU.Nous gRails man Pam 1, ( 9 REF R7175- 92352 825 N 4th Ave,Cornelius OR 97113 "I�RTMT" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, 19575 �' TC L L 2 5.0 PSF Trusses requi re extreme eme care I n fabrl call ng, handl I ng, shi poi ng, I nstal I l ng and bract ng. Refer to and fol I ow TC DL 10.0 PSF DATE 04/19/16 the I atest edl ti on of BCSI (Sul I di ng Component Safety I nformati on, by TPI and NTCA)for safety practi ccs pri or , r• o performs ng these functl ons. I nstal 1 ersu`M1al a Provi de temporary bract n9 per BCSI. Unl ess noted oCherwi se, top chord shall have properly attached str t ra thing and bottom chord shall have a properly attached .�' rl gl d cel I I ng. Locati ons shownforpermanentul cera ares rat nt of webs shat I have bract ng I nstal I ed per SCSI �� BC DL 7.0 PSF DRW CAUSR7175 16110062 ,4 �� sectl ons B3, B7 or B10, as apps I cabl e. APPI y ates toaeach face of trussantl post CI on as shown above and on 0' 19/20 6 e Jolnt Details, unless notetl otherwise. Ref Ings 160A-Z fnrtandard plate pPaltlPnd. BC LL 0.0 PSF CA-ENG RTT/RTT I AI pi ne, a tli vi si an of ITN Bui I tl1 ng Components Group 1 nc. shat I not ba responsi DI a for any tool ati on from this OREGON d l drawl ng, any fel I ure to bail I d the truss i n conformance wi th ANSI/TPt 1, or for handling, shi ppi ng, AN ITW COMPANY i natal I EMI on d brecl ng of tressed. 'SI e'en,2G,tem Q' TOT. LD. 42.0 PSF SEQN- 30469 A awl on NIR drool ng or<eoor peps I I.0 ng Chis drawl ng, I ndi 11.w.ea.ptonee of profw.l misl MGI noorl np responol m I I ty.ol sly for the assign Moon. Tlio sail tsbl I 1 ty end us*of UI s drool no for...y structure I s the O C D W a 01' DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle rsspensl IN ley of the Boll di no Reel onto.pm-ANSI nm1 Sec.2. Sacramento,CA 95828 for more informatl on see this Job's general notes page and these web sl tes: Renews d3e2017 SPACI NG 24.0" JREF- 1VPZ7175Z15 ALPI NE: wee.al pl net too.cos: TPI: www.epi note org; NTCA: www.sbci ndustry.cos; ICC: wow.i ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - F ) , Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi rid TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor Right end verti cal not exposed to wind pressure. for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 1.5X4 III I 6 I 3-3-15 0-4-3 �J +9-0-0 1.5X4[9] III 2X4(A1) -- 1<-1-6-0—>J lac 5-8-12z H< 5-11-8 Over 2 Supports R=393 W=5.5" R=236 U=8 RL=61/-25 Desi gn Cri t: I RC2012/TPI -2007(STD) .0 PROF FT/RT=2% 0% /4 0 16.01. 0 A PLT TYP. Wave ( ) ( ) NGil e' SA, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-'_118 '•wARRI Rcl"READ AND FOLLOW ALL NOTES ON THIS DRAWING! /. TC LL 25.0 PSF REF R7175- 92353 825 N 4th Ave,Cornelius OR 97113 a'I�oRT FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575. 9 Trusses requi re extreme care i n fabri cats ng, handl i ng, sill poi ng, i natal I Ing and brat,ng. Refer to and fol I owr TC DL 10.0 PSF DATE 04/19/16 the latest edl ti on of BCSI (Bui 101 ng Component Safety Informed on, by TPI and WTCA)Co, safety practices pre or , Lo pchord,ng these functions. ttaste''ers struc„all ProvI desheathhI ng a.by bracsing per alI have essonoted atherwl tachede. op chord steal I have properly attached structural sM1eatM1ing antl bottom chortl s„all have a Properly attached �- BC DL 7.0 PSF rl gid eel I I ng. Laced ons shown r permanent 1 ateral tr t of web she,1 have brace ng r stat ledtper BCSI DRW CAUSR7175 16110065 (7 s B3, B7 or B10, as app'I cab'e. Apply pl aces to each face of trussand post ti on as shown above and o 0, 19/20 6 A I I I JII F I : , CI pi,os"I nt Betel I s, aril ess noted otM1erwi se. Refer to drawl rigs,B0A_Z fortantlab Pos,t,ons. G V BC LL 0.0 PSF CA-ENG RTT/RTT I I U I AI pi nen a tli vi sl on oP est TW Bul I ng Components Group Inc. sM1al I noG be respond bl e P any devi aii on Prom<M1I s OREGON draw,ng, anyPal l ure to bui I d the truss I n conformance w,th ANSI/TPI 1, or For handl,ng, she pp,ng, IA"in.20,100 AN ITW COMPANY I natal I at!on&brat,ng of trusses. TOT. LD. 42.0 PSF SEQN- 30472 A.eedr l on CM s owl np or coyer paps I I at1 rip the s drawl rip, I nal nates sonaptsno•of prof00 l anal enpi neer'op ra pori l M eel I ty• of y for the Wal pn shorn. The eel tab,I I ty end uee of this drawl rip for any structure I e the 01.0 W.�� DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle reepensl b1 I I ty of the Rol 1 dl ng Gem'prier per ANSI/TPI 1 See.2. Sacramento,CA95828 For more Informations !hi snots general notes page and those web sI Les: Renews 813012017 SPACING 24.0” JREF- 1VPZ7175Z15 ALPINE: wwwd w..al PI nal taw.tom; TPI: mem tpi nst.org; WTCA: www.shoho i ustry.<om; ICC: www.1 ccsafe.org • THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - G ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC , Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind I oads and reacti ons based on MWFRS with additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor Right end verti cal not exposed to wi nd pressure. for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 9] W1.5X4 S 2.50 1.5X4 III I i s:iiiii• 2-10-3 2-1-3 ■ 1 =� 1.5X4[9] III 2X, (A1) I<-1-6-0--W l-c-1-6-0- 3-342 l3-6-0 Over 2 Supports 31 R=271 W=5.5" RL=53/-23 R=261 U=17 Desi gn Cri t: I RC2012/TPI -2007(STD) , QO PROA- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. P' �9 ••wARNINGI••READ AND FOLLOW ALL NOTES ON TNI'DRAIN NG! �> 0 �'� `rS� OR/ /1/ /-/R/- Scale =. 5"/Ft. Truss Components of Oregon 1503)357-2118 97113 ••IIPORTANT•• FURNISH THIS DRAMMNG To ALL caratacTONS INCLUBING THE INSTALLERS. „.„...•.' 'J F 9 TC LL 25.0 PSF REF R7175- 92354 825 N 4th Ave,Cornelius OR 97113 Trusses o and -19575 egi re extreme care l n fabrl can ng, handl i n9• shb ppi ng, I nstal I Ing and bract ng. Refer t fol I ow the Iatest edl tl on of BCSI (But!di ng Component Safety Informatl on, by TPI and WTCA)for safety practices prior TC DL 10.0 PSF DATE 04/19/16 o perform)ng these fundi ons. Instal 1 ors shat I grout de temporary bract ng per BCSI. Unl ess noted otherwi se, Addikhk cop awry sM1al I M1aee properly a caoM1ea stru,.b rae snaami ng a,w boctom c ora'nave haae a properly a tames // -' BC DL 7.0 PSF DRW CAUSR7175 16110078 T. rlgltl cel long. Locate ons sappl Icab e. Apply pi aces shall M1ave bracing i above a BCSI I- f Ail l sect)ons 83, ai or unl sssnote i cabs e. se. y Refer to co each faceoffor standard i n on as shown on'above antl on 0 19/2016 L� ^ I I the nt Ddi vi e'. I e noted i ng Comp Ref n drawl ng'16^o_Z fere= Iw pl ate Po'I CI on' BC LL 0.0 PSF CA-ENG PBC/GWH I �1 I AlAI pi ne, a vi sl on of I TW Bui I di ng Components Group 1 nc. sbal I t be responsi bl e F any i poi ati on from CM1I s OREGON drawl ng, any fab 1 nre to I d see truss i n conformance wi tM1 ANSI/TPI 1, or for handling, 'M1i ppi ng, 9 n 20 19 TOT. LD. 42.0 PSF SEQN- 30444 «, AN ITW COMPANY i nstal I act &bract ng of trusses. sit � A..al on NI•drawl ng or Cover page I I ate ng NI•drenl np, I mol cotes acceptance of prafes.l oco1 enpl mooring alel 011 I ty solaly far the deal gn e...,. The a reapm 1, tab!)lty and ..of NIB drawl ng for any etrppwre I.tine 01.0 W•VI DUR. FAC. 1. 15 FROM BB 8351 Rovana Cycle reopened b1 1 I ty of the rail I al ng meal gner per NISI/TPI 1 sae.z. Sacramento,CA 95828 For morenformati on' chis ob•s general notes page and these web sl ALPI NE: mow.al pi mento.nom; TPI: www.tpi nst.org; W,CA: sway.sbcb ndustry.con: 1 CC: ww.,ccsafe.org Renews 630,2017 SPACING 24.0" J RE F- 1 VPZ7175Z 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - G1 ) _ Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 secti on 301.5. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead I oad i s 1.50. 1. 5X4 III t 6 2-1-3 ..... gidlli If 0-4-3 %.111111111 , 4 ,. 9-0-0 NWEIN 1.5X4 III 2X4(A1) Lc 1-6-0--->-1 lac 2"12 3-3-4 'IES 3-6-0 Over 2 Supports R=301 W=5.5" R=117 U=3 RL=417-20 Desi gn Crit: 1 RC2012/TPI -2007(STD) EOPRO, . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •d tr l• `S. OR/—Il/—I—/RI— Scale =. 75"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI to READ Are FOLLUN Ali Nmes ox TM's cam NG! try' �d 1 tF� of_ TC LL 25.0 PSF po R 1 • FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175— 92355 825 N 4th Ave,Cornelius O 97 l3 Trusses req.re extreme c• g, ppi ng, n tae I I ng and brace ng. Refer to and fol I ow 19576 7 rig leg, Safety shi f TC DL 10.0 PSF DATE 04/19/16 the latest edition ofuncti ons. Instal Iers Component Safety de temporary brace and WTCSI for safety practices pre, h o performs ng I havesee funcce ons. 1arae I structural I I Prove de by tom s ng per al I . eUess pored attach se. cop chord sM1all M1ave properly attached scr ctura sM1eatnl ng and bottomchordshell have a properly attached „/ r1 ge d cel I s ng. Loeati ons shown for permanent I ateral r t f b shat I have brace ng I nstal I ed per BCSI /� BC DL 7.0 PSF DRW CAUSR7l 75 16110066 A Fq the ons in, BT or BIM as noted l cabl e. Appl y p1 rias to drawl ngs Ice of for standard post ti to as shown above r andonO, 19/2016 9/ L I I the Joe nt D, I s, BI ess noted othcabl e.i se. Refer es drawl ngs ace off pl ate post ti ons. 1 G 1 V ' I Al i ne, a dl vi sl on of ITN Bus I di n Com Group Inc. s not be response bl a for dere ace on f 0 OREGON BC LL 0.0 PSF CA-ENG RTT/RTT P t PI necoo^ p M1 any drawl ng, any failure to build the truss i n conformance wi tM1 ANSI/TPI 1, or for handl i ng, M1i ppi ng, '9 Aq 1946 TOT. LD. 42.0 PSF SEQN— 30475 AN ITW COMPANY neral I ace on A bred ng of crosses. I A*eel on the.drawl re or cover page I I at'ng UI s drawl ng, I ndl uta acceptance of profwsl on.I .nal neeri ng wel 'wagons!PI I I ty solely for the dgn show,. The awlll I I ty and use of the a dratold ng for any structure I e the °I.D W W.N DU R. FAC. 1. 15 FROM BB 8351 Rovana Circlereepaml bl l I ty of the Bal I dl ng gest one,.per Axel TN1 Sec.2. Sacramento,CA 95828 For mora' wnorma s on the s^Cb•s general s page and tM1ase web=IRwlew.6130120,7 SPACING 24.0" JREF— 1VPZ7175Z15 ALPI NE: vow.,a1 pi nestw.corn; TPI: www.cpl nst.org; aTCA: wwww w.sbci ndustry.com; ICC: w.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - SJ1 ) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per I RC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 1.50. 1 9-11-12 6 I R 16 U=4 1-3-4 0-4-3 " 6 9-0-0 0-3-8 22 U=4 1 2X4(A1) -1 6-0 >J< 1-10-3 1-11-4 Over 3 Supports R=262 U=2 W=5.5" RL=27 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007 FT/RT 2%(0%)/4(0) D) 16.01. 0 0 ;'sp Pv Ot Truss Components of Oregon (503)357-:.118 "!ARNI NGI..•READ AND FOLLOW ALL NOTES ow nus mon NG! G 14a S,b OR/-/1/-/-/R/- Scale =. 75"/Ft. 825 N 4th Ave,Cornelius OR 97113 eeINPORTANTm FURNISH THIS DRAWING TO ALL CONTRACTORS IxcLwlNG THE INSTALLERS. (�j� �c� Z TC LL 25.0 PSF REF R7175- 92356 Trusses requl re extrema care i n fabrl ca[i ng, handl ng, sni ppl ng, i nstal I 1 ng antl bred ng. Refer to and fed l w 19676 the I atest etll t1 on of BCSI (Bui I di rig Component Safety nrormati on, by TPI antl WTCA)for safety practi ces prier • % TC DL 10.0 PSF DATE 04/19/16 IN o Pchordming I haveese funotlons.attached lers stru`turhal psheatovi hi temporary bratom chg per alI Unless pnotederiy at`ach se, cop chord snail hair properly a tacnetl str Lural neatM1i ng and bottom chord sM1all have a properly a acM1etl ri tl i I I ng. Locati ons shown permanent I cetera t of web snag I have braci ng I natal I ed per SCSI t� �. BC DL 7.0 PSF DRW CAUSR7175 16110064 Ail '1=4 1 sect)ons 83, B]or B^O,ssssnote i cabl e. e. y pl rtes to drawl ng face of for and post ti on as shown above and on Q 19/2016 L J 1 the Joi n=Dotal I=, I e noted a=Harr,se. Refer to tlrawl ng=160A-Z forstandardp1 ate goal to ons. BC LL 0.0 PSF CA-ENG RTT/RTT AI pi ne, a di vi si on of I TW BUI 1 di ng Components Group Inc. shat I not be responsi bl a for any tlevl ati on from th1 s OREGON drawl ng, any fol I ure to bui I tl the truss i n conformance wl th ANSI/TPI 1, or for handl I ng, shi ppl no, AN ITW COMPANY I natal I ati on&braci ng of trusses. "I� n xo is TOT. LD. 42.0 PSF SEQN- 30477 A•dal on tw G•drawl ng or a..page I I• ng thin drawl WIG, I nal oat.acceptance of pro..one' mei marl ng m ••p •I bi I I ty o.1•I y for the ani gn shown. The.1 taw I I ty end us*or this drawl ng for.,y structure I•cn. �llr�O(,D W.N� DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle r••penal w I I ty of 01 es &A I el ng Di gr.par ANSI/TPI 1 Sae.z. Sacramento,CA 95828 For more I nformati on see tnl s J ob.s general notes page and there web si tea: SPACING 24.0" J RE F- 1 VPZ7175Z 15 ALPINE: maw.al pi mel tw.con; TPI: www,col nst.ore; NTCA: awe,sbci ntlustry.comm ICC: vom,1 ccsafe.ore Renews 813012017 ITHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ( 1115033--PARR FOREST GROVE -Riverside 3382 A roof M -- master master , OR - SJ2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per I RC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Deflection meets L/360 Iiye and L/240 total I oad. Creep i ncrease factor for dead load is 1.50. It 1/ t 10-11-1Q-3-15 100 U=10 4 6r:io0000°11°11.1 2-3-4 000 It 0-4-3 .... FA +9-0-0 / 1WETEM R=31 2X4(A1) le*---1-6-0 >1< 1-11-4 - 2-0-7 3-10-3 Over 3 Supports >1 R=296 W=5.5" RL=44/-21 Desi gn Crit: I RC2012/TPI -2007(STD) :EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0f '. SS, OR/-/1/-/-/R/- Scale =. 75"/Ft. ••wool Ncl•• READ AND FOLLOW ALL NOTES ON TNIs IMMI NG! TmssComponentsofOregon ((503)357-_ll8 O aG� 6 .6 .y TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •'lIPoRTAWt•• FVRNI SH TNI s mon NG To ALL COPTLACTORS I NCUAI NG THE I NSTALLERB. REF R7175- 92357 Trusses recut re a Ing, handl I ng, shi ppl nee instal I 1 ng and bract ng. Refer to and of I ow 19676 7 the I atest edition extreme (But�di fad., Safety I nrormatl on, by TPI and.TCA1 for safety proal cesfpri or • r`, TC DL 10.0 PSF DATE 04/19/16 o Perform)n8 these functl ons. l nstal I ersuchal I Provl de temporary bract ng per BCSI. Unl essnotetl oCM1erwl se, AP' top chord sha11 have properly atLathed structural sheath)mngsand bottom chord shall have a properly attached / rl gl d cel I 1 ng. Locati ons shown for permanent I dra ) rest )nt of n webs steal I have bract ng i stat I ed per SCSI a- ''''''/ BC DL 7.0 PSF DRW CAUSR7175 16110063 AllLJOJ secti ons 93, 87 or 610, as app)1 cab)e. Apply pl alas to each face of trussantl post tofn as shown above end on 0, 19/2016 the nt Detei I s, unless noted otherwise. Refer to drawl ngs 160A-Z for standard pl ate pose ti ons. BC LL 0.0 PSF CA-ENG RTT/RTT Al p1 ne, a di vi si on of 1 TW Bui I EI ng Components Group Inc. shat I t be responsi b1 e f any devl ata on from this OREGON drawl,g, any Poi I ure to but I d the truss i n conformance wi th ANSI/TPI 1, or for handl i ng, stet ppl ng, atal ati on 8,braci ng of SEQN- AN ITWCOMR4NY A^...Iron tie drawlng or tcover epapa n.etng thle drawl ng, Ihell sates.oe.pt•nee or per seien.1 owl n..rlrep 9/�0`O' .14 �v DUR. FAC. 12.b PSF FROM 6630478 r..pon.l bit I ty eel el y for the deal gn shot,. The eelt.el I I ty alm w of this aril ng for any structure I s the mesons!Rovana Circle .pons!bi I I ty of the Bail I dl ng D..1 goer per ANSI/Tel 1 Sec.2. Sacramento,CA 95828 For more i nformati on see tm s J obs s canard) notes page and these web aI ALPI NE: www.al pi mei tw.com; TPI: www.tpl mite erg; eTCA: wow.sbci ndustry.com: ICC: www.,ccsafe.erg Renews 8/30/2017SPAC I NG 24.0" J REF- 1 VP 7175 1 Z. 1-4 rii r r'I`=j - - Ill '1-1 ,. -1 1 - - ,I-11-1 -- ,4 I 1,4 '.t_' H, ,_. . '1• Lid 'L' Nr,=_ x - _ -1 '* -- ' *' Sr'e=1eS• I' R Er„',ip, A II' __ I-I 0' II` ., 11" ii' j=,rii Y1GI•r F irc,..x _ ..-_. -L. - N - -- 14 n" _ St'+. 14 . _ 12 I 1-i rt-' 7., _ 0. I_ Hl E ;i - I - _- - _• lc _ 14 Il` • - _ _ 1 11 1" �_' _ 14 il' 1A __ - • 14 ,_ - li,. 11, -, —1` I)' -- I 1 • ,1, gr ,r,'. 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SP I . seal on this growing os cover page listing Jthis drawing.Indicates acceptance of prof es slonol O'- r'- r-ngi _lering responsibility 501e14 For the design shown. The suitability and use or this growing `O W. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/7P] 1 Sec.E. — —- Earth City,MO 63045 1 oo . w.w_,r_1 - �Y'p ty'e se wF wwslfes _- INC, - a.,rr: 11:.:. .. =,.e�, Renews er3azot7 ISI