The URL can be used to link to this page

Plans (31) 44 575-w°63°)2-- Y 'ECEIVED MAY 1 1 2015 47 e CITY OF T►t�ARD H- H.' 14' I 7 --+---+–y I B yI.DtNjIS►QN I 25' I 9'6" --1 r -v ,,�y K —l3 W N CJ4 CJ4 . i•-• CJ5 Off, i .n. ... R, CJ5 I- N J3 J......141 CD J'r Al m rL C c 6. 113 M3 w N G4 I G3: G2 1 !, .-- C1 N , QI m j i f ; 1 iv 1 �HGUS28-21 E3 „_.. coil w w j � E2 } N IMUS26 En 1 E i1 ;F ami CP O D HUS26I0 �7 0 CJ5 ��p 'J6 „ CJ7 a• CJ LI CJ LI — t , CJ5 —BERM UP— IIS �7 cn I CJ4cn n -w 'Nz— NW 1 HIH 12' 1 8' I 18' N 1— + -- 5' — I 20'6" 1 17'6" 1 -- o L Customer: FOUR D CONSTRUCTION CO. it = o Desc. : LOT 7 0 c3 '- W ADDRESS: MEDALLION MEADOWS m o z Designed by: IKE ISAKSON e-- z -r o 0 0 •• t . • Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:I VFG7175Z1107163451 Truss-Fabricator: Truss Conponents Of Oregon Jobldentification: 0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR Model Code: I RC Truss Criteria: IRC2O12/TPI-2007(STD) �Etsp PROp Engineering Software: Alpine proprietary truss analysis software. Version 15.01. A. Truss Design Loads: Roof - 42 PSF 0 1.15 Duration cam' 4. Floor - N/A 19575P v, Wind 120 MPH (ASCE 7-10-Closed) Notes: 04M015 7/2015 OREGON 1. Determination as to the suitability of these truss conponents for the i'4n. structure is the responsibility of the building designer/engineer of 9"rOL D .1 V record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 ReaawaI date 013520 5 Garold W.Heal Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-HIPFRAME-12015EC1- Submitted by GWH 16:33:26 04-07-2015. Reviewer: 0119 $ $ # Ref _Description Drawing# Date # of Description Drawing# Date 1 55320--A 15097175 04/07/15 39 55358--X 15097226 04/07/15 2 55321--A1 15097176 04/07/15 40 55359--X1 15097212 04/07/15 3 55322--A2 15097177 04/07/15 41 55360--CG 15097213 04/07/15 4 55323--A3 15097178 04/07/15 42 55361--0O2 15097214 04/07/15 5 55324--B 15097179 04/07/15 43 55362--C63 15097215 04/07/15 6 55325-41 15097180 04/07/15 44 "55363- C64 15097216 04/07/15 7 55326--C 15097181 04/07/15 45 55364--CJ1 15097217 04/07/15 8 55327--C1 15097182 04/07/15 46 55365--CJ2 15097218 04/07/15 9 55328--C2 15097183 04/07/15 47 55366--CJ3 15097219 04/07/15 10 55329--D 15097184 04/07/15 48 55367--CJ4 15097220 04/07/15 11 55330--E 15097185 04/07/15 49 55368--CJ5 15097221 04/07/15 12 55331--E1 15097186 04/07/15 50 55369--Cit 15097222 04/07/15 13 55332--E2 15097187 04/07/15 .51 55370--CJ7 1.5097223 04107/15 14 55333--E3 15097188 04/07/15 52 55371--CJ8 15097224 04/07/15 15 55334--FG1 15097189 04/07/15 16 55335--FG2 15097190 04/07/15 17 55336--6 15097191 04/07/15 18 55337-41 15097192 04/07/15 19 55338-42 15097193 04/07/15 20 55339--G3 15097194 04/07/15 21 55340--64 15097195 04/07/15 22 55341--H 15097196 04/07/15 23 55342--J 15097197 04/07/15 24 55343--J1 15097198 04/07/15 25 55344--J2 15097199 04/07/15 26 55345--J3 15097200 04/07/15 27 55346-44- 15097201 04/07/15 28 55347--K 15097202 04/07/15 29 55348--K1 15097203 04/07/15 30 55349--L1 15097204 04/07/15 31 55350-41 15097205 04/07/15 32 55351--M2 15097206 04/07/15 33 55352-43 15097207 04/07/15 34 55353--N 15097208 04/07/15 35 55354-41 15097225 04/07/15 36 55355-42 15097209 04/07/15 37 55356-43 15097210 04/07/15 38 55357--P 15097211 04/07/15 1111.11. • • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - A),, Topchord 2k4 DF-L #1&Bet.(g) .. Special loads • ` . Bot chord 2R6 HF#2 (Lumbar Dur.Fac.=1,15 / Plate Dur.Fac.=1.15) -Webs 2k4 DF-L Std/Stud(g) •W2, W4 2x4 DF-L #2(g)f TC- From 67 Of at -1.25 to 67 plf at 7.42 :Lt Slider 2k4 DF-L #2(g): BLOCK LENGTH = 2.000' TC- From 33 Of at 7.42 to 33 pif at 17.58 :Rt Slider 2k4 DF-L #2(g): BLOCK LENGTH = 2.000' TC- From 67 pif at 17.58 to 67 plf at 26.25 BC- From 5 plf at -1.25 to 5 pif at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 pif at 7.36 BC- From 10 pif at 7.36 to 10 plf at 17.64 120 mph wind, 21.06 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in 8C- From 20 plf at 17.64 to 20 plf at 25.00 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6. 0 psf. BC- From 5 plf at 25.00 to 5 pif at 26.25 BC- 594.67 lb Conc. Load at 7.36,17.64 • Wind loads and reactions based on MWFRS. BC- 255.78 lb Conc. Load at 8.00,10.00,12.00,13.00 15.00,17.00 In lieu of Structural panels use purlins to brace all flat TC 6' 24" OC, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5, load is 2.00. • 5X5= 1.5X41H 5X5= • 8 �' \ /i �. -1 8 3X5 \\\ �i 3X5�� W4 5-11-6 • 1-0-0 �� CO• r \ 1a-o>D 1-0-0 e� 'J 1012(E1)=_ 3X10111 5X7= 3X10111 1012(E1)= 1-3-0 4X5= 1� 7-5-1 • • 5-0-15 + • 5-0-15 >1-c7-5-1 3d I_ 7-5-1 . _.. 10-1-14 I 7-5-1 _I 25-0-0 Over 2 Supports • >i R=2316 U=379 W=5.5" R=2316 U=379 W=5.5" • PLT TYP. ITWBCG Wave Design Crit: I FT/RT 2%(0%)/4(0) D) 15.01 .}+ as O PROp�S�i OR/-/1/-/-/R/- Scale =.25't/Ft. Truss Components of Oregon 1503)357-2118 awWARNING1ea kat,AND FOLLOM ALL MGRS ON THIS gwuINOI \g G1Ne O 825 N 4th Ave,Cornelius OR 971.13 eai ' r' Pu itilsi1 THIS MMAtiMe TG ALL PHITS TORS IRCLIAINO THE INSTALLERS. C) tc� Z TC LL 25.0 PSF REF R7175- 55320 Trusses s9 ire extrema care i fabricating, handling. shipping Installing and bracing. R fel'te.and follow 10575P- 9= the late- edition of SCSI (Building.Codpent Safety Information, by TPI end eTCA)for safety practice*prior ,.. / f TC DL 7.0 PSF DATE 04/07/15 to Pthese functions. Installers shell providegen temporary biasing per SCSell have Unless ted otherwise, top chord shall have prapary attached'permanent sheathing And bot chord shall have a p pb ly attaehed /�L BC DL 10.0 PSP DRW CAUSR7175 'I 5097175 rigid dolling la...Clone shown P P ent lateral restraint f b hall have bracing I called par SCSI • ♦ /� sections ST B] PTO se eppl bl Apply plates to h r caaft and position as hoe' above and an 0''07/20(5 AilM1 Joint Retails, unless noted otherwise; Refer to drawings 158A-2 r standard plata positions.�' � �� i, Alpine, division n of 1111 Building Components group Inc. shall mut b responsible for any deviation from this OREGON J BC LL 0.0 PSF CA-ENG GWH/GWH drawing, y failure to build ties tidies in conformance with ANSI/TPI 1. or for handling, shipping, AN iTW COMPANY ineta,latie„&bracing of trusses. i, TOT.10. 42.0 PSF SEQN- 159775 A...1 en this drawing'or weer p.tl0 listing this drawing. Indleeta..deep[aeo of prefeastenel.ehgin.orlfg ��•28,19_ ` reeodndibillty solely fon the deei5e.moil. Th.suitability end o of thls droving for any etrliuteirs I.the 4�OL D W.N� DUR.FAC. 1 .15 FROM I KE • 5351 Biosis Circle responsibility of the Building 8..iehr par ANSI/171 1 Sae.). saermnenttt CA 45828 For more information sae this Jobs general notes pogo and chase web sites: l ALPINE:avra.elpineltw.ren rP1: wirw.tpinst.org, a .TCAwewsbclnelustry.som: ICC:Iwew lecsefe.bg Renewal date 618012016 SPACING 24.0" JREF- 1VF07175Z11 e 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BT TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - Al.). Top chord 2k4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 21.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located-anywhere in ' Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf; wind BC DL"6.0 psf. Webs 2k4 DF-L Std/Stud(g) :W6 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with. additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. - Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5-- 4X5= 41T2 \ - 3X5 / 3 \ X5 • W6- / �/ 4X5�i i-7 \ \/ �. 4X5 il 07T---E7 ________.___ \„,„,,,, +-ia-do 1:1010 3X5111 4X5= 3X7= 3X5= 4X5= 3X5111 1-3-0 3X5= 11-3-0 L. 6-0-0 3-11-1 >I< 5-1-14 I 3-11-1 >I< 6-0-0 J "6-0-0 3-11-1 5-1-14 3-11-1 6-0-0 '1 L9-11-1 _I— 5-1-14 .j L. 9-11-1 _I 25-0-0 Over 2 Supports ' >{ R=1175 Ua73 W=5.5" R=1175 U=73 W=5.5" RL=141/-141 Design Crit: IRC2012/TPI-2007(STD) f p PRO PLT TYP. ITWBCG Wave FT/RT=Z%(0%)/4(0) . 15.01.Pr • . F�S;�, OR/-/1/-/-/R/= .. Scale =.25"/Ft. miss Components of Oregon 503 357-2118 'awU11M01.I READ AND FOLLOW ALL minis OM THIS DRNINI! G 1�F Q 2 ”IIPORTAme FIANISM THIS DRAWING To ALL CDMIMACTORG INEL11DIMo THE INSTALLERS 14 F TC LL 25.0 PSE REF R7175- 55321. 825 N 4th Ave,Comehus OR 97113C? + 'Z ^J 1 Trusses require extreme care 1 fabricating, handling shipping, installing and bracing. R feF to and follow 19575 p.. 112 DATE 04/0!/15 I latest edition of 0051 (Building Component Safety 1 f t1 ; by TPI and SPCA) for safety.practices prior a r , TC DL 7.0 PSF Ts performing these functions. I -11 Shall provide temporary bracing per SCSI. Unlessmeted otherwise. top nerd b Il hove Properly a hetl structural sheathing and Cattom he shall have a properly arta.. / rigidPelting. locations shown p .ant lateral restraint of webs shall have bracing installed per BCS( ♦ + I'TI sections 83 87 or 810 applicable. ApP1Y Plates tohfecm.er trussend position as hoof bare and a te"( BC DL 10.0 PSF • DRW CAUSR7175 15097176 AI` ' n l.-1 the Js int D tolls. un losssnotetl the- lee. RaTar to tlr Ings 1EDA-Z Poratanderrl plate pd IC s. " O� O//20x5 (l Il�f I Alplpe, a givlslan aT ITR Galldi g 1.omponenta Group In hall sxlt be respunaibH fvr any d.vlet;an from this OREGON BC LL 0.0 PSF • CA-ENG GWH/GWH d 'ng, any fel lura to bulla the ess In conformance with ANSI:IP1 1, or for handling, Shipping, AN ITW CAMR,NY ate,�aien.breeing of traa,ea y t!n.20 ,e19b "� TOT.LD. 42.0 PSF SEQN- 159778 • A ssml en this drawing or ewer page listing this armwlm1qe Inllestse acceptance of profeawl nen.engineering respegpibIl ity eelely for the assign shone. The suitability end use ef•this drmwine for aiy structure Is the l './ responsibility of the Building Deel(lrwr per AMSI/TPI 1 5.e.2. • OLD Y..N� DUR.FAC. 1 .15 . FROM I KE 8351 Roxana Circle Sacmmmchte,CA 15828 For more Info tib this job's goners.rotos siege and these web sit 1 ALPINE:wwe.elpiroltw.c fP1'lwww.tpina0.org RICA:aaw,sbeindustry.coe; ICC:Iwa,Y leCtefe.4rg Renewal date 84012015 SPACING 24.0'' JREF— -1VFG7175Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &BIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--0OUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR -,A2) Top chord 2x4 DF-L #1&Bet.(g) • 120 mph wind, 22.75 ft mean hgt,. ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof. RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W5, W6 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors IA green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection Meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2,00. 4X5= j 3X54><>,,---'" 35 �� W5 �c� 8 r- .\ 7/\ 9-4-0 // \� 8 I W4\ 4X5% ! ws j \ .7-7:7 4X5 — ♦�` III \a 18-0-0 1-0-0 T 3 5 4X5= 3X7= 4X5= 3 5111 1-3-0 1-3-0; 3X5= FC 6-0-0 x .: 6-6-0 a .c 6-6-0 > e 6-0-0 6-0-0 6-6-0 6-6-0 6-0-0 1_ 12-6-0 _I_ • 12-6-0 • _1 25-0-0 Over 2 Supports >1 R=1175 Ua79 W=5.5" R=1175 U=79 W=5.5" RL=172/-172 Design Crit: IRC2012/TPI-2007(STD) 110:11'-NORF PLT TYP. LTWBCG Wave FT/RT=2%(0%)/4(0) 15,01 ,Pi_141,,ir tft, .iS> OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Components of Oregon 1503)357 2118 e»■ FNGI REAS AND pour I ALL ions ow-nos URAIII11El 825 N 4th Ave,Cornelius OR 97113 •IRPomaNr»» pi111g13N This DRApllig To Au egglR�cTaRs 11CL1A1Mg THE IIL:7AUERs JY�S 19575 P41 TC LL 25.0 PSFREF R7175- 55322 Trusees require extremec re i f b I sting, handlng, shipping installing and bracing Refer to aid follow t I lot -t edition of CSI(Build g Component Safety Information by 11.1 and WTCA.) far s f y pMectl Prior F t TC DL 7.0 PSF DATE 04/07/15 performing these fprx:tlrns. lost.11 rs tail provide temporary bracing per SCSI. Unlessnoted athe wise. _ p chord hall naee properly attached structural sheathing and bo. torn Snell have a properly ac nod / /�: B(�. DL 10.0 PSF DRW CAUSR7175 1 TM .."-- rigid ceiling Locations shown A pe ame lateral I t of-web. ,hall have bracing installed per SCSI L `�� 1 section SS S7 r a10. as aPpll bt ApPly plates t n face f s and position a how above and on '0712015 J i the sol g Ye I bnlaSa ratan tna wl o f tw 7:7:::::7„:::::::7::::::-.:::::;;;.. 0 A� CJ G GWH/GWH 1 t_1 Aipinw rel I .Ian of rep Bull Ing CcwllerFfa G p rrow ul3 OREGON J BC LL 0.0 PSF CA-EN drawing, y failure to build mat ss in confurmence with ANSI/TPI t, or fur handling, hipping, AN ITW COMPANY Install on i bracing or trusses. ✓ 0 �R °°.20,i99 TOT.LO. 42.0 PSF SEQN- 159768 A al this drawing or never papa listing thla dram/log,g, Indicates en this of pr-frsalsirl iees. I ip (' reapona billry oololy Pb.-tho dislgd shown. Tha suitability end mho a*Nis droning for any inflictors Is the O W 8351 Rinana Cilele responsibIllty of the Wilding gwalp or per ANSI/fPl 1 Sap.2. O '" OUR.FAC, 1.15 _ FROM IKE Sncramcnte,CA 91828 For more info t tin see this fob's general notes page and these web sites: Ranewaldete61902015 SPACING 24.0" 1 i ALPIkE:way.alpineliw. TPI: w .dpinsx.org, gTrA.www.sbclnduatry.coo' ICCi wwq aafe�rg _ J REF- 1 VFG7 1 75Z 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. (0415040=-FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - A3}` Top chord 2x6 HF #2 t Y Bet chord 2x 3 DF-L ss 3 COMPLETE TRUSSES REQUIRED # t Webs 2x4 DF-L #2(g) :W1, W5 2x4 DF-L Std/Stud(g): Nail Schedule:0.131"x3', min. fails :Lt Wedge 2x6 HF #2::Rt Wedge Zic6 HF #2: Top Chord: 1 Row 012.00" o.c. Bet Chord: 2 Rows 0 4.50" o.c. (Each Row) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Webs : 1 Row w 4" o.c. Repeat nailing as eachlayer is applied. Use equal spacing SPECIAL LOADS between rows and stagger nails in each row to avoid splitting. (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC - From 67 PLF at 0.00 to 67 PLF at 25.00 grain required in area over bearings greater than 4" BC - From 10 PLF at 0.00 to 10 PLF at 25.00 BC - 662 LB Conc. Load at 0.56, 2.56, 4.56, 6.56 120 mph wind, 23.17 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC - 640 LB Conc. Load at 8.56, 10.56, 12.56, 14.56, 16.56, 18.56 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6 .0 psf. BC - 4256 LB Conc. Load at 19.13 BC - 1079 LB Conc. Load at 19.44, 21.44, 23.44 Wind loads and reactions based on MFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X8(R) III / \, B `/ \ \ 8 4X12 //r \ 4X12 � \\\ . 9-4-0 �� w1 W5 N-...N"--....„,, 1-0-0 ✓� Nl Oil - +1B-o-o 1-0�-0 8X8,B2)= 4X12 III 6X8 4X12 III 8X8(BL)__,__ tt 6X6= I` 6-0'0 ' Im 6-6-0 J, . 6-6-0-------4* 6_0_0 I- 12-6-0 ,I_. 12-6-0 J r 25-0-0 Over 2 Supports >I R=6435 U=272 W=5,5" R=9467 0=596 W=5.5" Design Crit: IRC20'f2/TPI-2007(STD) aED PROP. PLT TYP. ITWBCG Wave FT/Rfi=2%(0%)/4(0) 15.01 .Pf �(7 10 sit' R/ /1/-/-/R/- Scale =.25'"/Ft. Truss Components Of Oregon 003)357-2118 .waWW IN01 ie READ Oxo ROI21A1 ALL MOTES ON THIS oRAWIRGl rl • 8_5 N of Ave,Cornelius O 97 13 e.IMPORtASTl. FUROISH THIS DRAWING m ALL C INCLUDING THE INSTALLERS. 19575 P % .1.1. 91/1 /1/-/-/R/ C L 25.0 PSF 55323 �, 1 '. L REF R7175- Trussa req a extrema care i fabricating, handling, shipping Lalling and bracing R f t to and rollua the latest edition of 0GS1 (Building Ca.penent Safety Information. by Tel ) y F prior .. f and NBC for,s ttthea 4"-- TDL 7.0 PSS DATE 04/07/15 to pert a tMev functions. I 11 s shall providetemporarybo bracing chord per all e a properly attachise, ,,r' gAlkitop chord shell Lava properly att ached structural sheathingest'and of .mord shall have a p steiy attxcbBC I /A BC DL 10.0 PSF rigid selling. locatl nns rho. f p pply lateral i of Webs..se nava brad ng I al I lea per BGBI DRW CAUSR7175 15097178 17 ,1' sactlen S3 07 r 010. as.Pali bl Apply plates w h face of truss and position a shown base and on 0,'0712015 A1' ^ I =h®Joint unless noted ba Rorer tedrawings,SgA Z r standard plat.position.. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH ' ,� ' \VI I_� Alpine division of I1N Building Cepuhents Group Inc. shall t b sponsible fur any tl ation from this draa,np yfailure to build P. Use in conformance eith ANSI/1pl 1. or fur Hurdling hipping. AN ITW COMRANV n..11 on.brae ng of true... I `ea.20,its it TOT.LD. 42.0 PSF SE N- 159782 A tri on this drrlhg or cover pugs Ilseing this drawing. ?Wieseea.eeept, .of pref.rlenal.iinglewring j SEQN- lbitlty ealely for the desige C1 . The suitability end sea oil this drawing for any.tfeeture le the Ole 0 W.�� -- - 8351 RpvpnyCiitte ^eponaibll lty or the Building amalgrr par ANSI/TPI I S.o.2.' DUR.FAC. 1 .15 _ FROM I KE Sacraments,CA 95828 Far more inforeatldt sae this job's general notes page brill these web site., Renewaldaip 6/50/2015 SPACING . 24.0" JREF- 1VFG7175Z11 1 I ALPINE:wew.alpineltw TPI: s'w.tpinst.org.NTCA: are abclnCurtry.com: IGC:eve Iccaafe.,�org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--POUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - B) Top chord 2x4 DF-L #2(g) • 120 mph wind, 21.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on NIWFRS with additional G&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord otvtlookers and 3.00 PSF cladding on one See DWGS A12030ENC101O14, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span On apposite face. Top chord may be hotOhed 1.5" deep X 3.5" requirements. AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chard live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead • load is 2.00. Fasten rated sheathing to one face of this frame. 4X5. i AIL ruNNN 10 �/ �I10 6-2-8 7" // 1- 1-0-0 01 • ] Oli \Q '//// ///r/ ;, / 1-.1 i-,1 L1.aJ 6-3-0 6-3-0 i= 12-6-0 Over Continuous Support aI R=111 PLF U=15 PLF W=12-6-0 RL=11/-11 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) i PR.p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.116. .1..,.,..,54::8 , OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503)357-.118 '•IWRNIIRNIS••HIS AND Folly ALL wins ON THIS GRN1wg1 • TC LL 25.0 PSF REF R7175— 55324 825 N 4fti Ave,Cornelius OR 97113 Trusses ••11PORTAIir rviullsx ells glAtlwa Tg Au cawagpervws 1/eulgrwo Ti!1wSTAuska. 1 require extreme in fabrl' ng handling hippi 0 installing and bracing, Rater to and folio. 19P the I, edition of SCSI (Building Coepu Safety I f ti _ by TPI end.TCA) f r y practices prier , TC DL 7.0 PSF DATE 04/07/15 to performing these fanatic . Install ,Shall provide Seed.ary bracing per SCSI. Unless ted otherwise, _ >111116* cop th d Snell haw properly itabhetl t 1sheathing and Patine chord shall he P aerly t had T. rigid ling, locations shorn for permanent lateral reetreint f b .hall nava bracing Installed per ecsl ��/:, BC DL 10.0 PSF DRW CAU5R7175 15097179 i. S3, w7 or S10, as poll able. APIA),Plates tv each f f ss and posits Imus above and an All (�) tie t Sate I anlees rota, the ei g r r w deer ngs 1SOA Z f r at.deSI plat posit 07/2015 BC LL 0.0 PSF CA-ENG GWH/GWH II J= I Alpl divlslan Pr 17N S i1di Cumpanrnta Group I K. ahan t M raaponalbl.lin any dw mtien from this OREGON dressing, any failure to build the truss in conformance w,th AWSII TPI 1, or lice handl) g shipping, AN mu/COMPANY install tl n 4 bracing oft es, rens . A Wlr thlq drreing or cover pay*Itstlny this dra.l indica/tee engineering 7 VA ..n0 TOT.LD. 42.0 PSF SEQN— 159719 raweselblllty e.1.i rer tie da.i Non. The suitability sometime*of gnea ealyriat Inert A.70,,14" y an Seo.E a a 1..of this drawing err any Structure Is the ROC d W n 0%. DUR.FAC. 1.15 FROM IKE 8351 RwnAu Circle feepi.lalbl llty of the BUI1d1,pBrsiwnnar ler piLSITI 1 Srp.2. srclamcnm,CA95szs For more i r w.rpn sae .tainsb•s general notes Page and these see itea: SPAC 1 NG 24.0" JREF- 1VFG7175211 1 ALPINE:rr..n lPlnel : tel .[Pi nst.Prg;.Tfp:sae,sho Industry.awn: CL ww.idr_s fi.v 4 rsa Renewal date 818012()16 ) 1 THIS-DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--TOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR B1) .:. Top chord 2x4 DF-L #2(g) 120 mph wind, 21.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Loiated anywhere in Bot chord 2x4 DIF-L #1&Bet.(gg) roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC 01=6.0 psf. Webs 2x4 OF-L Std/Stud(g) Wind loads and reactions based on NMFRS with additional C&C Member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chold live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5(R1)4 // I N�� 10 to I% // \�N 6-2-8 3X5(R) III 7�/ \� 3X5(R) III \ /� • 0- • 1-0-0 \ 1- - I 4.18-0-0 _i_ V. 3X7= 1. .1 ' -,11.5X4 III 1 .5X4 III L.E.- I' 6-3-0 • >I.e 6-3-0 ,1 1- 6-3-0 _I., 6-3-0 J 12-6.0 Over 2 Supports R=625 U=28 W=5.5" R=625 U=28 W=5.5" RL=124/-124 Design Crit: IRC2012/TPI-2007(STD) 3 PR PLT TYP. ITWBCG Wave . `t3 $S FT/RT=2%(0%)/4 0) 15.01 � OR/-/1/-/-/R/- Scale =.375 "/Ft. Truss Components of on 503)357-2118 "IfARNINcI.e Rego""°Fo110N ALL w ,7N THIS oRMIrcI �`�? �G 1M � Dy TC LL 25.0 PSF REF R7175- 55325 pp u ( 1 ••IrppRTAMP. FINNISH THIS BLAMING 711 Au EGIRNACU=IICUAIN6 1WE INBTAu.1ENB. S25N4tl7Ave,ComzlmsOR97 13 Trusses require extreme` are in fabricating, handling, snipping, i,tacalling and bracing.Refer to and fellow 19575P 9 It1 test edition oofBCS1 (Building Component Safety 1 f tl n by TPI and*TCA) of ty.p ectices prior r TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Inatalhers hall provide temporary breci,g per SCSI Unless hated otherwise. AO.' p qherd snail have properly a structural tural sheathing end bottom chord shell have Properly attached rigid telling. Locations sheen F r permanent lateral restraint of webs shell haus bracing installed per BCSI / '''i BC DL 10.0 PSF DRW CAUSR7175 15097160 T.H sections B3 8] alo as applicable. Apply plates to each f of trussand position + heen na and on Zn r-��_^ I I th B unless tad he i Refer tad drawing!,,ma-:for standard dpn ltl 0 07 2015 BC LL 0.0 PSF CA-ENG GWH/GWH II ,,,r ' V i Alplie division of LTi Builtling C mpunenta Group Inc.still net be responsiblefur any deviation from this OREGON tl I g y failure[o build thethese [.unfursue,. with ANSI/TPI 1, or her handling, shipping. AN iTwC.OMPA1Jv ,natai:ietion a bracing of tresses.. „1 ,,y� �y TOT.LD. 42.0 PSF SEQN- 159716 A seal on this drawing or smear peril listing this droving. ledlnyts edaapeabe f prefsHlonel engineering A fin•2d,1q- �C -. rapgneibility solely for the design show.. The suitability am a.e of This drawing for any ntruature le the -t Oto W W.1A OUR.FAC r 1 .15 FROM IKE 8351 Rmuna(.Ilile• reepenalblllty or the Building geelgner per ANSI/TPI 1 Sae 2. Soclanicnto,CA95828 For more information see this Job's general notes page end these web sites: SPACING 24.0II JREF- 1VFG7175Z11 l A _ ALPINE:www.elpineitw.cam, fP1: www.toinst.org• STEN:wwa.sbclndustry.com; ICC:esail.Itrsefe grg Renewal date BISBl2ose • A i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--rOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - C) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2: 120 mph wind, 23.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2k4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2k4 DF-L Std/Stud(g) :M6, M7, Mia, M9, M10 2x4 OF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C Member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member, • See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Deflection meets L/360 live and L/240 total load. Creep increase factor for dead requirements. load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Truss designed to support 1-0-0 top chord outlookers and cladding per IRC-12 section 301.5. load not to exceed 5 PSF one face, and.24.0" span opposite face. 4X5-7-÷-." Top chord may be notched 1.5" deep x 3.5" wide w 48' oc along top edge, only in the area above let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. 10 (m) Provide lateral bracing for inset top chord member. Mg Attach nailer or truss at edge of lower roof diaphragm, or use • / / purlins at 24" oc. '/ NNNN NNIrNIEl[ i Nt'.›, 3X7 f� M. M10 i-, ,,,/;Er' M:. (a)." 1 11-2-8 M7 $ (a /7/./Z M6 (a i) \� 10 /1/ XV. // /":„::: :::') I NN 3X5 III L ';',2,-- ";'>W////,. %Z-'2-/.// 2,'% ///,i,'/ %' 3x7— T 3X7gx 3X5= — 3X5(R III 5,.8 'a 12-0-8 1 1' 1 ' ,mac ll-6 8 • 12-3_0 I_ 5-2-4 i_ 7-0-12 NNL 18-3-0 'f' 6-3-0 (-- 10-10-11 `11-4'51- 5-7-11 �u 5 6-3-0 _1 k24-6-0 Over 4 Supports • R=242 U=16 W=5.5" R=205 W=5.5" R=785 U=117 W=5,5" RL9411/6'-P146 U=11 PLF W=11-6-8 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2Q12/TPI-2007(STD) , P"•p PLT TYP. .ITWBCG Wave QFT/RT=2%(0%)/4(0) 15.01 .'e, 3 JI FS+g OR/-/1/-/-/R/- Scale =.25"/Ft. ti **MAIM/MI•" READ AND FOLIOS ALL NOTES ON THIS DRANIIGI �O TC LL 25.0 PSF TrussComponeotRofOregon (t03�357-_118 0 41 4? ��IN t y REF R7175- 55326 825 N 4th Ave:Cornelius OR 97 13 "IMPORTANT" FIANlirii THIS DRAWING TO ALL tDNfRADTDRs INCLUDING THE INSTAU CRS - Trusses require extreme care ,n fabribat ng, handling, shipping, installing and bracing Refer to and follow 19575 P 9 the latest edition of BCSI (Building Component Safety Information. by TPI and NTCA) fore f Y.p telcos prior TC DL 7.0 PSF DATE 04/07/1 5 to performing these functions. Instaliars shall provide temporery bracing per SCSI. lint Meed otherwise t' p p chord hell have properly tt bh d Structural sheathing and bo chord shall have a p ge ly attached C rigid celling locations shown nY peramnent lateral restraint er web shell have bracing i tailed per BCSI Bir DL 10.0 PSF DRW CAUSR717515097181 tion B3 B] r R1D as appli bel Apply plates h facq f and position a he above and o All , j]^ ' I the Joint n tail unless noted the ae. Refer to drawings 161A-Z f standard plate pa lU o o7izo15 BC LL 0.0 PSF CA-ENG GWH/GWH f=1 li ' v Alpine pr of 11111 Building C mOonents Group Inc. hall out ha responsible far any deVl tion from this OREGON drawing, y failure to build he truss in conformance with ANSI/TPI 1, or fur handling, ehiplalng, AN I11/1/024.11W0( install ion&bracing of trusses. TOT.LD, 42.0 PSF SEQN- 159722 A seal et tAib erring or Bever ppm listing this drawing. Ind1q/1bn s00 05 nse or prefeaeleneN engineering 9,Q afl-20,1 ,e,%?'responsibility solely for the des1Dh Moan. The suitability end is.of ahle Crowing for any struetalne Is the / V 8351 Itnvnna Circle responsibility of ale Building Designer per ANSI/TPI 1 Se..2. °1.O W W.1� DOR.FAC. 1.15 FROM IKE Sacramento,CA 95828 For more information see this job's general notes page end these web sites: ALPINE: wwm,slpineltw.coel TPI:wsw.tpinst.org;YMCA:see,sheinsuwtry.bo.: ICC:wwe.lhesafe..org SPAC I NCY 24.0" J RE F- 1 VFG7 1 7 5Z1 1 . Renewal dale 8!3012015 t T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040-..-FOURD CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - Cl) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 23.69 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6 .d psf. Webs 2x4 DF-L Std/Stud(g) :W2, W7 2x4 DF-L #2(g): :W4, W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 3X5 "//I N.NNN, % /;/� / \ \. 3X5o� WS \�� 10 , X\ 11r2-8 ///// -\\‹. - -: 10 1.5X4 III /j/'� \ \ ',// WN. 1,5X4 III W2 k/,j \ 1- 0 t /' IL \ �a 16-0 0 1-0-0 3X5(R) III 3X5= 3X5 °r 3X5= 3X5(R) III L1....1 Fc 6-0-0 I_ _6-3-0 ,I_ 6-3-0 I_ 6-0-0 8-5-0 �6 7-8-1 T 8-5-0 i_ 12-3-0 ,I. 12-3-0 _1 24-6-0 Over 2 Supports ... R=1079 U=61 R=1156 U=75 W=5.5" RL=208/-199 Desigh Crit: IRC2012/TPI-2007(STD) p•p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ,►..�3 4l Fs, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-5118 •'EARNING I`• REM AND fOWN ALL ROPES ON THIS oRanrsl �G 1 N F� 0 2 TC LL 25.0 PSF 825 N4th.4vt,Cornelius Olt 97113 ••lEpeRT •• Mem THIS owl NB To Au cwtpACTORs INCUA.Ng THE INSTALLERS0 42 REF R7175- 55327 Trusses rapgoitre.4irec res in fabricating, hendli gshiest/ad, installing and bracing Refer nd afollow 19575 P 7 TC DL 7.0 PSF DATE 04/07/15 the latest edition of SCSI (Building component Safety Information. by TPI and witA) ter safetf Practice.Prier to performing these functions. instillashell provide temporary bracing per SCSI. Unlessed otherwise, �� f top chord shell have properly tt LME Structural sheathing nd,bottom chord shall have D Pe ly attached rigid tailing. Locations shown dl permanent lateral Int of M . haus bracing !t Ilbd per SCSI 4 .-^''' BC DL 10.0 PSF DRW CAUSR7175 15097182 rI ...tie.B3 B7 or B10, as applicable. Apply plates toeach facet of and position nde above and an _ ,14 11 L 0 ' the,saint oawfla, unless naiad Rarer to d nga IAOA z r standard Plat. t 0.-07/:::,,,,// BC LL 0,0 PSF CA-ENG GWH/GWH ' \�I' I AlPina. a dwlaion of ITN Bull le,g Cu..purrenta Group I anan,w ba aapanaibt.far a y eaolat,vn rrem cels OREG drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for FUMI-rg, shipping. AN ITW COMPANY i nates let ion s brac i,g or tray . (�.JTOT.LD, 42.0 PSF SEQN- 159684 41 A eeel on this drawing or ewer pegs listing this di-aging, Indloatee acceptance of prcfessienei engineering 74 dh.20 (c` responsibility solely for the design animal. The Suitability any lee of this drawing for any Structure law OL DUR.FAC. 1.15 1351 Rwana Clinic reePonelbility of the Building Resigner per ANSVTP1 1 See.,. L0 _ FROM IKE SLciyy:mo,CA 95828 Per more Information tee this Job's I note,page and the.cab Sites, SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:ews.alpineltw.coe: TPI:awa.tpinst.org:tITCA:aew.shnindostry.cce: ICC,w e.lccsaflikorg Renewal date eaoi2015 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--, OUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - C2) Top chord 2x4 DF-L #1&Bet.(g) tT2 2x6 HF #2: f Bot chord 2'x8 DF-L SS 2 COMPLETE TRUSSES REQUIRED t t Webs 2x4 DF-L Std/Stud(g) :82. 84, W5 2x4 DF-L #2(g): Nail Schedule:0.131"x3", min. nails :W3 2x4 DFL #1&Bet.(g): Top Chord: 1 Row 012.00" o.c. :Lt Slider 2x4 OF-L Std/Stud(g): BLOCK LENGTH = 1.927':Rt Wedge 2x6 HF #2: Bot Chord: 1 Row 0 3.00" o.c. Webs : 1 Row 0 4" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails in each row to avoid splitting. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead 4" o.c. spacing of nails perpendicular and parallel to load is 2.00. grain required in area over bearings greater than 4" SPECIAL LOADS 120 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) toot, RISK CAT II, EXP 8, wind TC UL=4.2 psi', wind BC D =6 .0 psf. TC - From 68 PLF at 0.00 to 68 PLF at 24.50 BC - From 20 PLF at 0.00 to 20 PLF at 14.63 Wind loads and reactions based on IiIWFRS. BC - From 10 PLF at 14.63 t4 10 PLF at 24.50 4X12(R) III BC - 5362 LB Conc. Load at 14,63 (a) Continuous lateral restraint equally spaced on member. /(z BC - 1127 LB Conc. Load at 16,50, 18.50 BC - 2489 LB Conc. Load at 20.50 ' N Install truss oriented as shown. === DO NOT REVERSE ___ BC - 209 LB Conc. Load at 22,50 / `\ � 8X10 1O j �\� 10 3X5 / �, �� W3 , T2"Nzz,..\\ X8(a) 11-2-8 3X5 /4W2\ • W4 \ /-r . \ / NNN.1::•NN 18-0-0 8X8(E1) 1.5X4HI 8X8(R) III 6X12(R) Ill 3X12111 8X8( ) X6=I` 6X6=----- 1"" 6-1-8 '..IC .. 6-1-8 '*, 2-4-9 >I< 5-0-2 )+c 4-10-6-� I, 12-3-0 ,I_ _. 12-3-0 — j k • 24-6-0 Over 2 Supports ={ R=4256 1J=470 R=8140 U=864 W=5.5" Desigh Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01. 031 .4:Pess OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503 357-2118 a wA16llING1 ea Raw AND FOLLOW ALL IBIIES ON THIS NAMING' Gj G I N F O TC L pp l ) CONTRACTORS INCLUDING THE INSTALLERS. G. r, .1.• L 25.0 PSF REF R7175- 55328 825 N 4th AVE,Cornelius OR 97113 "IwoRTANr•• mans(THIS DRAWING TD ALL a 19575 P Trusses require extreme cars in fabricating, handling snipping, installing and bracing Refer to and foiloe TC DL 7.0 PSF the latest edition of 9051(Buildi g CIbponent Safety Information, by TPI and,TCA)for safety practices prior DATE 04/07/15 to performing these functions Ida lleaoshall provide temporary bracing per 9051. ani noted otherwise, r 1' cop.entire shell have properly bed Structural sheathing and bottom chord shall heves properly attached rigid ceiling. Location shorn for permanent lateralrestraintar webs shell nave bracing 1 Stalled per SCSI IrS.- BC DL 10.0 PSE DRW CAUSR7175 15097183 A W � sections 53. 97 or 910, es appll bl sApply plates h r of trusst and position sia.In above and on O I tne to nt Details, unless noted thew a Ra far co 7.-:::-.,:7::z.:°: Ings tdaA-Z tons endertl plata p Itlixn. Q• 07/20;15 AIPI na n div s.n of 111 9uildi:g Components Group i nell nut be respunsibla far any devlati..pr..this BC LL 0.0 PSF CA-ENG GWH/GWH ' draeirg y failure to build the truss in conformance with ANSI/71.1 I. ur r.r handling, shipping. OREGON AN ITW COMPANY install a braoirg of trusses. v TOT.LD, 42.0 PSF . A best this drawing or cower page Meting this drawing. Indleetee wpsptsnas of prefiaslatsi engineering '9f df.20,102 V1 .15 SEQN- 159710 reepanslblllty solely for the design sheen. The suitability and use of this drawing for any Structure Is the O �y DUR.FAC. 1 .1 5 FROM I KE .. 8351 ItotDMCilple responsibility of the Building Deviser,per ANSi/TP1 1 seo.o. CY W Sacramlcnt%CA 95828 For more :t proration see this.job's general notes page and these add sites: SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:wew.alPineitw.ccel Tel: wwe.tPlnat.org;.TCA:wwe.sbc lndustr ICC:waw.lcceafe.or e e y.com: g Renewal date 6/802615 I l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - D) Top chord 2x4 DF-L #1&Bet.(g) :12 2x4 DF-L #2(g): Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.e1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 67 plf at 0.00 to 67 plf at 7.42 :Lt Stub Wedge 2x8 DF-L SS::Rt Stub Wedge 2x8 DF-L SS: TC- From 33 plf at 7.42 to 33 plf at 10,58 TC- From 67 plf at 10.58 to 67 plf at 19,25 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 7,36 BC- From 10 plf at 7.36 to 10 plf at 10.64 (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees BC- From 20 plf at 10.64 to 20 plf at 18.00 Rotational Tolerance, and/or zero Positioning Tolerance. BC- From 5 plf at 18.00 to 5 plf at 19,25 BC- 594.67 lb Conc. Load at 7.36,10.64 120 mph wind, 21.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- 255.73 lb Conc. Load at 8.00,10.00 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC 01=6.0 psf. Wind toads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. In lieu of structural panels use purlins to brace all flat IC a 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 5X5= a. , , T2 \\\ ` � \ \ � B \\ \\ 5-11-6 ..„...-7- \\ • 1-0 0 ISilli I ■ \�� , 1-0 5X12(G7)(I) III 3X7111 4X8(R) III 6X12(G7)(I) III L1-3-0J I' 7_5_1 3-1-14 7-5-1 i___ 7-5-1 3-1-14 [ 7-5-1 18-0-0 Over 2 Supporta R=1559 U=217 R=1655 U=246 W=5.5" Design Crit: IRC2012/TPI-2007(STD) f 0 PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) • 15.01.•+ .+ F�`Ss'i OR/-/1/-/-/R/- Scale =.375"/Ft. • • Truss Components of Oregon 15031357-2118 "WA1011MI11 ee REAO AND FOLLOW ALL NOBS OM THIS DRAWING! G�H F O 825 N4th Ave,Cornelius OR 97113 ...IMPORTANT". MAIM THIS DRAWING TO ALL GiBBM 1O70RS IMGLUDIND THE INSTALLERS. C. F,�y f TC LL 25.0 PSF REF R7175- 55329 Trussesrequireextrema care in fabricating. handling, shipping, installing and bracing. Refer tv-and follow 19575 P' 9 !! the latestedition of SCSI Building Co.Wanent Safety 1 f 1 n, by TPI and gICA) for safety practicesprier r-, TC DL 7.0 Pyr DATE 04/07/15 5 to performing these functions. ! ll s shell provide temporary bracing per SCSI. Unlessnoted otherwise, _ top chord hall have properly had structural sheathing d bottomchord shall have a p perly ext ned rigid selling. locations shown P p rdanent lateral restraint of p hall have bracing Installed per BC51 1 � .'... BC DL 10.0 PSF DRW CAUSR7175 15097184 Ti section B3 B7 r Btg es eppll bl- Apply Pieties to h roc. f and position a sheen obese and on Or 07/�Ot C All _^ ' the c Ae it . anises noted nd Conpe. Reran to drawings 160A-Z e tandard plata 1J BC LL 0.0 PSF CA-ENG GWH/GWH �I ' \V, Alpine division of lib Building Components Group Inc. shall hu be responsible for any deviation',OM this OREGON • arawinp y f;lure co build the truss in Conformance with ANSI,TPI 1 or fur handling hipping. AN ITW COMPANY install a bracing Of true es. 9 leen.so.19st P TOT.LD. 42.0 PSF SEQN— 159658 A Bawl en thisdrawing Cr cover piss listing'tnia drawing. Indlcgtaw.eeptanaw of profeaalanel engineering responsibility solely for the daal�i.Mean. The suit b'llIty and aae of thls arawing for any.tnueture le the OC D W.I.‘' a N� DUR.FAC. 1.15 FROM I KE N35I RGvana Circle rawponelbility of the building Banisher per ANSVTPI 1 5.e.2. Satta,nmto,CA 95828 For more information see this Job's general notes page and these web sites ii ALPINE:aww.eipineitw.com: TP1: wwa.tpinst.org; .TCA:wee.sbcindustry.com: ICC:;wv..ldi_safa..prg Renewal date 818012015 SPACING 24.0" JREF- 1 VFG7 1 7 521 1 i r. l i I. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS MILLSBORO, OR - E). _, Top chord 2x4 DF-L #1&Bet.(g) Ti 2x4 DF-L #2(g): Special loads Bot chord 2x8 DF-L SS :B2 2x6 HF #2: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2X4 DF-L #2(g) :W1, W5, W7 2x4 OF-L Std/ftud(g): TC- From 67 pif at 0.00 to 67 pif at 7.42 :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 2:000' TC- From 67 plf at 7.42 to 67 plf at 18,58 :Rt Slider 2x4 DF-L #2(g): BLOCK LENGTH = 2.000' TC- From 67 pif at 18.58 to 87 pIf at 27,25 BC- From 20 plf at 0.00 to 20 plf at 7,36 Connectors In green lumber (g) designed using NDS/TPI reduction factors. BC- From 10 plf at 7.36 to 10 plf at 7,94 BC- From 20 plf at 7.94 to 20 plf at 26,00 120 mph wind, 21.06 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC- From 5 plf at 26.00 to 5 plf at 27.25 roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL:6 .O psf. BC- 594.67 lb Conc. Load at 7.36 BC- 1353.25 lb Conc. Load at 7.94 Wind loads end reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chard live load applied In lieu of structural panels use purlins to brace all flat TC a 24" OC. per IRC-12 section 301.5, Deflection Meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X7(R) III 5X5= 1 .5X4 III 3X5�i a c T r/ 3X5 3X5 ::::: \\ W5 7' 7\ /�' \ �:� T B2 —A 8X8(E1)= 1,5X4111 H0312(R) III 6X6= 2X4111 1012(E1)= 3X10= 1--3 Fe--3_11-1 3-6-0 n g' —5-6-15 .. >Ic 5-6-15 4E 7-5-1 >I L 7-5-1 -L- 11-1-14 I 7-5-1 J 26-0-0 Over 2 Supports >{ R=2489 U=270 R=1800 U=177 W=5.5'r • PLT TVP. 20Gause HS, ITWBCG Wave Design Crit: IRFT/RT 2%(0%)/4(0) D 15.01.►. ,, PROFFsq, OR/-/1/-I-/R/- Scale =.25“ /Ft. Truss Components of Oregon (503)357-2118 'et1ARNINGI as READ AND FOLLOW ALL NOIjS ON THIS DRAWINGI '\ G par s R 1 ••IIpoRTANT” FURNISH THIS DRAWING TO ALL annkoannis nCUDINO THE INCTALLSRS. V N file, Q. TC LR 25.0 PSF REF R7175- 55330 $25N4fhAve,Cornelius 0 97113 Trusses require extreme Cara fabricating, handling. shipping, installing and bracing. Ratbr to and follow 19575P 9 the toCast edition of SCSI (9uilding Component Safety information. by TPI and WTCA, forsafety practices prior a. TC DL. 7.0 PSF DATE 04/07/15 fu to perforce he these hav fp pions. 14 11 ra anuli provideo temporary tom char per X51. Unlessley attached top env tl shell have properly attached structural sheathing and bottom chord snail have a property ettecnW rigid ceiling. locations shown perrrrahent lateral restraint,'setae shell have bracing Installed per SCSIc...)., BC DL10.0 PSF DRW CAUSR7175 15097185 .4 ��) section G3 BT r ae.poll bl Apply plates e h taco f s arM pooItlona noun Dew entl an tha Jo g tail , unless naked therwise. Refer to tl Ings 18GA Z P stenderd plate par I 0BC LL0.0 PSS CA-ENG GWH/QWHL^ Alpine dl 1 ion of ni Building Components Group 1 shalt,not bus ponsible fur any d i tion from thisOedrawing any failure vo build the truss in conformance with ANSItTPI 1 r fur handling. shipping. TOT. D. 42.D PSF SEQN— 159{80 AN ITW COMPANY Inatall ani bracing of true 1A MI on this dining ar cover pay*listing this drawing. Indicates osptance of prafMionel angllareringreepongibiIity wimpy for the Nigh Mew. T1ar suitability and ems of this drawing far arty structure is theWDUR.FAC, 1 .15 FROM IKE 8351 Roma Circle nesponelbll Ity or the Building Cesium.-per ANSI/TPI t Swc.s. Saclamcniq CA 95828 For more informations this Job's general notes page end these web a : Renewal data 818012015 SPACING 24.0" J RE F- 1 VFG7 1 7 5Z1 1 ALPINE: .elpineltw.com: TPI:a .tpinst.org;WTCA: aww.sbclnduatry.con; ICC:,iwww.ldmsefe.prg 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - El) Top chord 2x4 DF-L #1&Det.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 21.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L 2400f-2.OE roof. RISK CAT II, EXP B, wind TC D1=4.2 psf, wind BC DLo6.0 psf. Webs 2x4 OF-L Std/Stud(g) :.W5 2x4 DF-L #2(g): Wind loads and reactions based on !MFRS with additional C&C member design. Connectors In green lumber (g) designed using NDS/'TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied In lieu of structural panels use purlins to brace all flat TC 0 24" 00. per IRC-12 section 301.5. Deflection sleets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= 5X5= p! 8 r/ \ T2 '''''N' \:-., -7 8 3X5�i / � �� 3X5 W5 \ • i \ ti ./ N\\ \ / / 7-7-6 1.5X4111 1.5X4111 1-0-0 �� \\` \ '/ \:l\ 19 -0=0 1-0-0 3X5(R) III 3X5= 3X5.= 3X73X5 R III 1-3 4-10-8 9-11-1 5-0-8 "I` 6-1-14 6-1-14 4c5-0-8 9-11-1 -10-8 J (r_ 9-11-1 1 6-1-14 _1_ 9-11-1 _j k26-0-0 Over 2 Supports R=1127 U=60 R=1220 U=76 W=5.5" RL=130/-123 Design Crit: IRC2012/TPI-2007(STD) EO PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0,d " 'S'S� OR/-/1/-/-/R/- Scale =,25n`/Ft. • Truss Compponent9.of Oregon (503)357-3118 ••WARNINdi•• READ AND FOLLOW ALL NOTES ON THIS Ia1101pm! t j Ott O 825 N 4fh Ave,Cornelius Olt y7113 •'IPrgarAltr' pl>allsR This o1W11A9 To Au DDwTeu1o11s lltLllDPgg r11E INSTAURAS. 6 A� 1i TC LL 25.0 PSF REF R7175- 55331 Truysas repniro extresa caro In f4orlcating, handling, shipping. installing and bracing. war at to aro rollow 19576 P' 7 the latest eaten of SCSI (Hulloing Component Safety Inform/mica, by TPI and Wits) for safety practices prior TC DL 7.0 PSF DATE 04/O7/15 re to performing these functions. Inst Il shall provide temporary bracing per SCSI. Unless',a-zed otherwise. BC t�, p chord shall have properly arta h tl structural sheathing and bottom chard shell have a properly attached fill. ./ DL1 O.O PSF gid ceiling. Location show,forpermanent lateral restraint of webs shell have braving Inst Ilea r BCSI DRW CAUSR7175 15097186 ,4 �� ' s 53. Br or BIG. as applicable. Apply plates to vech race of trues and position as eh e h bo and on '07/2015 YM J int Gatails, unless nate.otherwise. Refer to drawings 160A-Z for standard Plate Positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH L_1 Alpine, a tlivis ion ur IN Building Components Group Inc. shall out beresponsible for any deviation from this rewing, any failure to build the truss in coctareonca with ANSI/TPI 1, or fur handling, shipping. AN ITCOMPANY n: ' r9 '141.2000' A dier page Meting this.drawing. es drawing. Indicates ewwept.nse of prof. lanet engineering "- WL` — TOT.LD. 42.0 P5F SEQN- 159686 AAAA;ontills drawing or wM sepal iSi Pity solely for the chetah shoes,. The suitability and pee of ehle drawing for any structure le the OL D • 135t RgvaMiCiicle rwepen.ibillty of the Building Designer .r AUSI/1PI 1 ses.5. DUR.FAC. 1 .15 FROM I KE p Sacmmcnto,CA 95828 For more Information see this Jobs general notes Pegs end Gado web s+res: Renewal dale 05012015 SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:wew.alpineltw.coe: lel: ww.tpinst.org:NTCA:sew.sboindustry.coe: ICC: www.lchsafe.org, 1 THIS AWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - E2). Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 22.72 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet. 9 roof, RISK CAT II, EXP B, wind TC DL.4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std./Stud(g) :W4, W5, W6, W7, W8 2x4 DF-L #2(g); Wind loads and reactions based on MWFRS with additional C&C member design. Connectors In green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom cherd live load applied per IRC-12 section 301.5. In lieu of structural panels use purlins to brace all flat TC m 24" OC, Deflection Meets L/360 live and 1/240 total load. Creep increase factor for dead load is 2.00, 4X5= 4X6-- -- T2 X5=T2 . T 3,!I 3X5 / 6 �`. \ X5 W7 i WI/' 8 8-3-6 NN ..•/X '-••,„,,,:1,,,,,,,..1 8 7.5%:::::: IN4`: WB.-/4X5 // \ 4X5 Zz 1-0-0 _' - \ j l- I ni— / o— i 1 B-0-0 1-0-0 T T 3X510 4X5= 5X7'— 3X7= 4X5= 3X5111 1-3—c9 6-4-0 . .6-1-1 1-1-14 6-1-1 6-4-0 • 6-4-0 6-1-1 _�i�$ 6-1=1 6-4-0 I, 12-5-1 .,I. _L 12-5-1 26-0-0 Over 2 Supports R=1127 U=65 R=1220 U=82 W=5.5" RL=160/-152 Design Crit: IRC2012/TPI-2007(STD) 0)PROFF PLT TYP, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0 sdl. OR/-/1/-/-/R/- Scale =.2516/Ft. Truss Components of Oregon (503))357-2118 'aWARNINaImw READ AND FOLIA Au.MOTES ON Itis CRANING! \ F O 825 NMI Ave,Cornelius OR X7113 "IMPDRrAMr• nAtlBIBx TIAs HARING TO ALL corrRecTogs INCLUDING THE INSTALLERS. C7 y TC LL 25.0 PSF REF R7175— 55332 19575 P' 7 require extreme`re in fabricating, handlin,' shipping, installing and bracing. Refer to and follow r TC DL 7.0 PSF DATE 04/07/15 the latest edition es of SCSI (Building C ars t Safety Infornetinetemporary by TPI and NCfar satetYn practices prior �t n to performing these functions. Installers 11 shall provide temporary bracing per SCSI. Unless noted otherwise. J - op chard shell have properly attached structural sheathing and bottom chord shall have a properly attached ` ' BC DL 10.0 PSF rigid ceiling. Location.shown for permanent lateral restraint of webs Well have bracing Installed Per ec81 CDRW CAUSR7175.15097187 A [F:7:1) � — sections B3, 87 or B10. as applicable. Apply plates to each face of trussandposition as shone above aM on 07�c70 1J 1 tM1e Joint Oatalls, unless noted Dtc1rwiss. Refer to drewinge i60Pi-Z Mar s entlard plata pus iiitlns. 0 OREGON BC LL 0.0 PSF CA-ENG GWH/GWI- I Aline, a division of ITR Bd the truss inecon Group Inc.sell [be Mor for than fur any deviation from this drawing, any failure to build to ttbss In conformance with ANSI/IPI 1, or for handling, shipping,AN irW COMPANY installation&bracing of trusses. 9 "ell.p,JO' TOT.LD. 42.0 PSF SEQN— 159689 A sant en this ermine or cover peg/,hating tills drawing. Indicate.aooepteree of professional..nglneerIng , reepanalbIIIsp eoiwly for the design sham, lbs ealtebllity and nae of this Arrinp fel any sAnieglna Is the OLD W•161� OUR.FAC. 1 .15 FROM 1 KE 8351 Rbvunu Circlereepun.ibllity of the Building Seale/ea per ANSI/TPI 1 See,D. SBnluncnto,CA 95828 For more information see this Jobs general notes page and thesis web sites: F(enewaldate AIDOl2OlR SPACING 24.0" JREF- 1 VFG7 1 7 5Z1 1 ALPINE:aww.alpineitw.con: TP1: hww.tpinst.org:MTCA:www.sbcindustry.cow: ICC: esa.tonsare:orp, 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - E3) • Top chord 2x4 OF-L #1&Bet.(g) Bot chord 2x8 DF-L SS 2 COMPLETE TRUSSES REQUIRED Webs 2x4 OF-L #2(o) •W1, W5 2x4 DF-L Std/Stud(g): Nail Schedule:O.131"x3", min. nails :Lt Slider 2x6 HF #2: BLOCK LENGTH = 2.000' Top Chord: 1 Row *12.00" o.c. :Rt Slider 2x6 HF #2: BLOCK LENGTH = 2.000' But Chord: 1 Row M) 4.00" o.c. Webs : 1 Row ® 4" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails in each row to avoid splitting. SPECIAL LOADS (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) 120 mph wind, 23.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in TC - From 67 PLF at 0.00 to 67 PLF at 26.00 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf.' wind BC D =6.0 psf. BC - From 10 PLF at 0.00 to 10 PLF at 26.00 BC - 640 LB Conc. Load at 0.44, 2.44, 4.44, 6.44, 8.44, 10.44 Wind loads and reactions based on MWFRS. BC - 662 LB Conc. Load at 12.44, 14.44, 16.44, 18.44 BC - 660 LB Conc. Load at 20.44, 22.44, 24.44 Deflection meets L/360 live and L/240 total load. Creep increase factor for deed load is 2.00. 4X8(R) III I / ■ — // --,,:- 8 —� 8 3X7 ,,;_,5, F.,,,,:,?„,;:,/ \3X7 9-8-0 N'N 3X5 o W1 \\ /�� W5 3X5 ME 1-0-0 m L T — - +18-0-0 , 1-0-0 8X8(E1)E-= 3X10111 6X6 6X8= 3X10 III 8X8( 1)= (E 6-6-0 • + G-6-0 + 6-6-0 • 6-6-0 L— 13-0-0 _I, 13-0-0 J 26-0-0 Over 2 Supports . R=5382 U=707 R=5083 U=377 W=5.5" Design Crit: IRC2012/TPI-2007(STD) Efl PROEM PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.P$ `rS OR/-/1/-/-/R/- Scale =.25"/Ft. Trues Components of Oregon 503 357-2118 "WARNINGI ie REAR AMR FOLLOW ALL MOTES OM THIS CRANING! ` � TC LL 25.0 PSF REF R7175- 55333 pp ( ...IMPORTANT.. FURNISH THIS ORATING TO ALL COMIRACTORS INCLUDING TRE INSTALLEES. AQ F 825 N 4th Ave,Cornelius OR 97113 19575 P Trusses require extreme ogre i fabricating. handling. snipping: installing and bracing Refer and follow TC DL 7.0 PSF 0 !1 Lha let t edition of BCSI(Building Component Safety Information by TPI and WSCA) for safety p ctices prior �1 DATE 04/07/1 5 to performing these functions. Installers small provide temporary bracing per SCSI. Unlessmeted otherwise. top chord hall have properly ett Aad structural sneething and bottom chord shell nava a p pl'hy attached rf ��.. rigid ceiling Locations shown f permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 15097188 section. 8n BT 610es eppll bl Apply plates to each face of truss and position a n bogie and on 0 07/2015Le. Qthe JointDetails. unless nested M otherwise. Refer to drawings 160A-Z for standard plate positions. 11 r�"') N ~ Alpine, division uT 1791 Building Components Group Inc. shall not responsible for any deviation frua this OREGON BC LL 0.0 P5F CA-ENG GWH/GWH drawing, anyfol lure to build the trema in conformance with ANSI/TPI 1 r fur handling, snipping. . AN ITW COMPANY installation A bimg of.,...en. qR" raden,20,1g9� TOT.LD. 42.0 PSF SEQN- 159706 A sibs*on this draping or glover p.RR listing this WaningIndicator..00pLhra of profo.alonal..rglra.ring O+ re.pehgibhllty mainly for the d..igh.Mesh. The suitability aril wn or this drawing for any n>lruewro is w tD s DUO.FAC, 1.15 FROM IKE 8351 Roma Circle re.ponolbility or the Building OapSo o.2. per ANSI/7BI 1 s .i. Socrallcnto,CA 95828 For more information sea this job's general s page and these web sites Renewal date 6/80/2015 SPACING 24.0" J REF- 1 VFG7 1 7 5Z1 1 f ALPINE: .alpineitw.com: TP1: ame.tpinst.org: WTCA:eee.sbcindustry.com: ICC:,www.ic safe.irg WS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR.D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - FG1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used it place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 3X5= t \/\\ 12.5 / I\`\ • 12.5 j ! / 1 \\ • ///// / \\\ / \\ 5-1-4 /\ // `\\ ,�-/- 7 \\ °-0-4 //Com" U 0 Q a 0-0-4 • 3X5(D1)==- 3X5(D1) 4-11-8 -I- 4-11-8 Lc • 9-11-8 Over Continuous Support •• Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,10D PROF . PLT TYP. ITWBCG Wave FT/RT=2%(096)/4(0) . 15.01 .P. -; SAS+ OR/-/1/-/-/R/- • Scale =.5"/Ft. Truss Components of Ore n503`(357-2118 awlaA NINAA.. READ AND FOLLOW ALL NOTES ON THIS DRAWN/SI NG I EF TC LL 25.0 PSF REF R7175- 55334 8251.4 4th Aver Cornelius OR 97113 ...IMPORTANTt* FURNISH THIS DRAWING TO ALL COWTRACTDRR I/CWDNND net INSTALLERS. 19575P 9 Trusses require extreme are in fab ng. handling, shipping, installing and bracing.Rorer nd follow the latest edition of SCSI (Building Component Safety Information by TPI end'RFA) for safety practices prior * 1 TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers.shall provide tamporery bracing per SCSI. Unless noted otherwise. _ top chord shell have properly atto hes structural sheathing and bottom chord shall have a properly tta hesall 0111164 . rigid ceiling. Locations shorn forpermanent lateral restraint f webs shall hese bracing installed per Best BC DL 10.0 PSF DRW CAUSR7175 15097189 All IF)[ f'. sections B7 or 010, as applicable.s Apbly plates toe h face of truss and position as Sheilah above and on the Juini Oewlls, uniesa n tad a ha i Rafar to dr nos,GCA-Z for standard plat.pas Div 0' 07GO 5 BC LL 0.0 PSF CA-ENG GWH/GWH I Alpiny a tl:vlsion:7'177 Bui:tling C moo- is Gr:up Ins hall t ba reap:::::::Ter any del elan from this OREGON AN mw COMPANY instaflatoo s"bracing of trusses.the truss I:conformance with AbSl/TPI ,. :r fur handling. shipping. eye ''.44.20,�g91, P TOT.LD. 42.0 PSF SEQN- 159579 A mewl on this drrlrg or saver pe&N listing this drawing, lndlastr seasptehw or profewlelrl enoliwring reeponelblllty solely for t,.....IRll Mown. The suitability and w sf:his drawing far any immature le the .OLD W•N� DUN.FAC. 1.15 FROM I KE 8351 Reyna Ciitle reeponelbility of the Dulldlsg Sesidner per AMSI/TPI 1 Sen.2. Sacramcat CA For more information see this Job's general nate,page.and these web sites, SPACING 24.0" JREF- 1VFG7175Z11 0. Renewal daft IUWQM 5 ALPINE:ww.alipineitm.com: TPI, wrr.tpinst.org,OTCA: wee.sbclMustry.com, ICC,eew.idtsafe.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED By TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - F02) Top chord 2k4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins oh the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 4X5= /1/\\\ //// � \ / / \ \\ // \ �- 12.5 / \\\'\ 12.5 5-8-7 0_0_4Q Q \\ 0-0-4 •1 3X5(D1)= 3X5(D1) I_ 5-5-8 _I_ .. . 5-5-B - J I< 10-11-8 Over Continuous Support • Note: All Plates Are 1 .5X4 Except As Shown. • Design Crit: IRC2012/TPI-2007(STD) ,EO PROIc PLT TYP. 1TWBCG Wave FT/RT=2%(0%)/4(0) • 15.01 ."c •I Fd'ST OR/-/1/-/-/R/- Scale =.5"/Ft, Truss Component of Oregon 1503)357-2118 eeINARHI te: AllLL THIS DRAWING TO ALL cBWTRACTOWs I CLwING THE INBTALLfiNW. • C9 �Q 2REF R7175— 55335 Trusses require extrema re in fabricating. handli shipping. 1967$P the latest edition fBCSI`Builds Component Safety handling. ' P�';nd and p w and(prior v TC DL 7.0 PSF DATE 04/07/15 (Building Company Y by J y tracts prior a' .1 o pchord Ing tphav functions. Installers tr shall provide eath temporary bracingho per all gel Mild otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly Attached #101 -'7.-' S DRW CAUSR71 7 rigid ceiling. locations shownntfor permanent lateral restraint of webs shall have bracing Installed per Bcsl •� ` ' BC DL 1 0.0 PSF 5 15097/90 ,- ...Llan.B3. ST or aloe as eppii..o.. Apply plates t h feta of truss and position a i ' above and on p''07/20l 5 All(I }_ the joint Details, unless noted otherwise. Refer to d ings 160-Z for standard plate itl,ns. BC LL 0.0 PSF CA—ENG GWH/GWH 1"' 1 Alpine, a division of ITV Buiidinp Components Group Inc. shall t be responsible Tor any deviation from this 0 OREGON drawing, any failure to build the truss !n conformance with ANSI.'TPI 1. or for handling. shipping. AN ITwcomp e installation 6 bracing of trusses. aQ "art,20 10�° P TOT.LD. 42.0 PSF SEM- AN 159581 A seal en%hie drawing or ewer page listing thla drawing, Indicates acceptance of pref..slanal engineering - -- reepeceiblllty Solely for the design Oman. The suitability end use of U.I.drawing for any structure I.the oto w•N� DuR.FAC. 1.15 FROM I KE %351 RuwnB Circle re.porimlblllty of tl..Building Designer per ANSI/TPI 1 Sea.a. Sacramchta CA 95828 For sore informations this job's general notes page and these web sites: I ALPINE:war.alpineltw.cam: TEl see WTCA:wee.abclndustry.com: ICG:ww.lt8lafe.airg Repewaldele 6 3RY2015 SPACING 24.0" J RE F- 1 VFG7 1 7521 1 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTIQN CO. -LOT 7 >- MEDALLION MEADOWS HILLSBORO, OR - G) Top chord 2x4 DF-L #1&Bet,(g) 120 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.O psf. Webs 2k4 DF-L Std/Stud(g) Wind loads and reactions based on MIRFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12030ENC101O14, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" requirements. AT 48" o/c along top edge. DO NOT O'VERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 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 incl'ease factor for dead Ibad is 2.00. Shim all supports to solid bearing. 4X5= • 3X7!1! //i • 3X5�i f / 3X3X15 d EN Nzz,Zem.....' \ I ! kI \ O 21-11-9 7-0-8 \'10 ( // 9 � ` 10 �// / / 3X5(R) 3X5(R)= .%� //, / \ \ \\�� i MilrN -T- 1-0-0 / / . // / / / / // pi\\\ \\\\\\ N 1-0-0 . ; l, rz 111 ,/ / 1/ // i / ' \ \ \ \ \ \ \ ,-, , I. T1 3X50 6X6E 3X5- Li:o-gicr.j.< 6-9-8 >I< 6-9-8 0-5-8 0-5-8 4-7-0 2-8-0 � . 2-8-0 4-7-0 c 7-3-0 a,. 7-3-0 7-3-0 7-3-0 14-6-0 Over 4 Supports ' — >. R=106 PLF U=13 PLF W=14-6-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. PLT TVP. ITWBCG Wave Design Crit: IRT/RT/2%%(0%)/4(0) D) 15.01.►fai �t?RO�SSd+ OR/-/1/-/-/R/- Scale =.375"/Ft. • Truss Cam onents ofOre on (503)357-2118 •amARNIMia1 as Rola AND FOLLOW ALL lora OM THIS DRANIMDI G 1NE pp S ••IPaRTAflr•• p1AwIBM THIS DRAWING To Au CONTRACTORS IIciJAixo THE 1114rALLEfS. 0 T lr� D2 TC LL 25.0 PSF REF R7175- 55336 B25N4thAve,Cornelius 0)297113 Trusses rewire extreme re in fabricate1g$75P .W, hantlling, snipping, by'PhI end and bracing.Refer w and(allot the latest edition fBCSic(Buildi Component safety Information, TPI and ITTCAJ f Safety practices prior . r TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers shell provide temporary bracing per SCSI Unless ed otherwise. top chord Shall have properly attached uctural sheathing and patio.chord shall h p p ly attached ",/ ..../11111111111111 . rigid ceiling, Locations shelve.f permanent lateral I f webs shall have bracing i t`aned per BCSI BC DL 10,0 PSF DRW CAUSR7175 15097191 A L ��N ,74 sett an>ea. eT or as applicable. ApP1Y Plates m n r of and positionave n shave and on CW07/2015 BC G i_ the Joint Retells, unless notedtiwise. Refer to d ngs 180A-2 for standard dPI LL 0.0 PSF CA-ENG GWH/ WH I Alpine, a division of LTM Building Components Group Inc.shall t be responsible f any d. I ion from this OREGON drawing, any failure to build the truss in wnformanca h ANSI.TPI 1. ur fur handling, shipping. AN Irw coMPAnrr installation A bracing of trusses. '� SI, yen 1q8� TOT.LD. 42.0 PSF SEQN- 159605 A are on this dralaing Cr cover page fluting this dreeln.. Indi4w umepteltar of prdfewl nAl engineering responsibility solely for the design steles. The suitability end use of this drawing far soy structure is w .rOL a W.161' DIJR.FAC. 1.1 5 FROM I KE 8351RotAia Circle responsibility or tn.Building Designer per ANSI/TPI 1 See.2. Sacrwinonit CA 95828 pot,,,ore information sbe this Job's general notes page and these web sites: t I ALPINE:wae.elpinaltw.com, TPI:www.tpinst,org,WTCA:aap.sbclnduetry,caa, ICC,,vAW,b-esefe_.yrg RenewalrlBtee1naM5 SPACING 24.0" J REF- 1 VFG7 1 7 521 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - G1) Top chord 2x4 OF-L #1&Bet.(g) 120 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 OF-L #2(g) roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 OF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): Wind loads and reactions based on NNIFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 5X7(R1) %., \ —1 10 NN....7" --7/ . iiii 7-0-8 ,, 10 F W�6X6= W4 �\\\ N. 4X5 �/ � � 7 I � \ 4X5@ f 1-0-0 / r 1-0-0 �— [ >' / -- �__ a 18-0-0 1, [ 10_(]I3X5 III 3X5 III 0_0_0,j E 1"' 1-3-0 *Ic 7- 0 7-3-0 F 7-3-0 4c 7-3-0 a 7-3-0 7-3-0 c 14-6-0 Over 2 Supports %' R=736 U=24 W=5.5" R=736 U=24 W=5.5" RL=140/-140 Design Crit: IRC2012/TPI-2007(STD) pf .y O PRpFFS� OR/-/1/-/-/R/- Scale =.375"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01. Truss Components of Oregon (50313572Ils ei��INGI`aREAD AND FOLLOW ALL IOT CTN HISORMINDI G�NFLL REF R7175- 55337 S 5 N 4th Ave;COrneltUS OR 7 13 mw11PORTAIR'. FURNISH THIS ARMING TO ALL CONTRACTORS INCLIOINo THE INSTALLERS. ` O TC 25.0 PSF Trusses require extreme re n fabricating, handling. shipping. Installing and bracing.Refer t and fulling 19575P� the latest edition f8CS1`(Building Component Safety Information. by TPI ends/7CAJ for safety practices prior l , TC DL 7.0 PSF DATE 04/07/15 o performing these functions. tic toilers shall provide temporary bracing per SCSI. Unlessted otherwise. top chord shell have properly attached structural sheathing and pathos chord shall have a properly atter hed l/' rigid calling. Locations shone fa('permanent lateral reg i t of webs shall have bracing us Installed per SCSI ✓L/ #� ✓ BC DL 10.0 PSF DRW CAUSR7175 15097192 ,4 �� — i sections 87 or 510. as applicable. Apply plates to each facer truss andposition as hewn above end an O 'O7/GO 15 )-Nom p7,,,-2.7::::::7..::,"7„7:°...7=-".... Rerar to drawings 180Ad rar standard plata pus'tl BC LL 0.0 PSF CA-ENG GWH/GWH 1 epunts Grump Inc.dull not a rseWrmiblw rdr any aa.tletion from this OREGON drawing. any failure Co buaki the truss in conformance with ANSI,TPI 1. err far M1andling, shipping. AN ITark '1',/.20,19.411 Q" TOT.LD. 42.0 PSF SEQN- 159601 'Ivy COMPANY installation b bracing of trusses. s A semi on this draeing or cower per*lifting this droving. indlcpts soeepeenee of professlaMI engineering rsepew.lbillty solely for the design elven. The suitability and uoe of this drawing for any etrutvlrs Is the OL D 01.0 DUR.FAC. 1.15 FROM I KE raepnnelbllity of the Building Designer per ANSI/TPI 1 Sse.2. N35I Iiwvnna Circle • Saclanuntq CA 95828 For more information see this Job's general notes page and these gab sites: ALPINE:emw.alpineltw.com: TPI: was.tpinst.org:RTCA:wmw.shclndustry.ccm: ICC:wew.iocsafe.ory Renewal dffie813012016 SPACING 24.0" J REF- 1 VFG7 1 7 5Z 1 1 1 I ., y•—• THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - G2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.60 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof. RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): Wind loads and reactions based on MINFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 5X7(R1) /',/ N...`,„,,. 7// MI N di \• w \ 10 4X5�i ,/::::::////,------,5= - 7 7 I ::::,.N, 4X5 • 1-0-0 fffr / MI 1-0 0 a ! 1B-O-0 V _' 2X4 III LL-0 3X5 UI �_ 7-3-0 ?I� 7-3-0 • 7-3-0 7-3-0 1 7-3-0 7-3-0 7-3-0 7-3-0 < 14-6-0 Over 2 Supports > R=738 U=24 W=5.5" R=660 U=13 RL=120/-129 Design Crit: IRC2012/TPI-2007(STD) , 0 PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.Ol .ry; as FSk, OR/—/1/—/—/R/— Scale =.375"/Ft. •Truss Components of Oregon A503)357-2118 •wWARNINe i ie NEAR AND FOLIA ALL Imes DW THIS DRAWING' G i N fi Q 8<5 N4th Ave,Cornelius OR 97i I3 ...IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS IIeu1BINo THE INSTALLERS. (g F� TC LL 25.0 PSF REF R7175— 55338 Trusses require extreme care In fabricating. handling, shipping, i tan ing and bracing.Reier to and follow - 19575 P.. 'y the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior r I'_i TC DL 7.0 PSF DATE 04/07/15 Ta to performing that.functions. t lnstallere shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly a taclled structural sheathing and bottom chord shall have agproperly attached Si I "`.� ''� BC DL 1 0.0 P5F rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed DRW CAUSR7175 15097193 �1 actions 83. 87 or B70, es applicable. Apply plates to each race of trussand position as shdmn above and on 0'-107/20 15 ,4 1' 1�_ l tna joint Deila. n mss ested urnerwisa. Rar.r to drawings 1BDp-z rortandarn plate paa;t ane. • BC LL 0.0 PSF CA—ENG GWH/GWH II ; Alpine, a y Psi iurr Ibu Bd the truss Components group Inc. shall nui ba rospunainoo fur any Mping, n true this OREGON ' drawing, any failure to build the in conformance with ANSI/TPI 1, or fur noodling, shipping, AN lTW COMPANY installation i bracing of trusses. •V `+n 20 ism "'I TOT.LD. 42.0 PSF SEQN— 159608 A seal en this drawing or never pale Meting this drawinngp indiaelaa seaeptares of professional engineering .r°11:0 responelbility solely for the assign Mwm.. The suitability and use of thio drawing for any*treater. Is she Roj o W•�� DOR.FAC. 1.15 FROM I KE 8351 RBvann rcic respsnslbl ally of the Building Designer per d00l/TPI I See.2. SBcramcnto,CA 95528 For more info,ewation see this job's general notes page and these web sites: n r ALPINE,www.alpineltw.cam; TPI: a .tpinst.org; NITA:www.sbclndustry.com: ICC:wrw.lvcsare.org Renewal date 84012015 SPACING 24.0 J REF- 1 VFG7 1 7 5 Z1 1 r1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - G3) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.02 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Dot chord 2x4 DF-L #2(gg) roof, RISK CAT II, EXP B, wind TC 0L.=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TP1 reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 5X7(R1)of Z/IfiiNN:\---„„ j \ ,, ii ��10F q �\ I10 W2 6X6= N 4X5%� Z /� 7 7 L_� �, 4X5 7' '`► 1-0-0 ,� 1-0-0 i / it +18.-04) 2X4 III 2X4 III 7-3-0 > E 7-3-0 7-3-0 7-3-0 7-3-0 7-3-0 7-3-0 ' 7-3-0 < 14-6-0 Over 2 Supports R=662 U=15 R=662 U=15 RL=110/-110 Design Crit: IRC2012/TPI-2007(STD) O4 PRopS. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .04. 4g 4l , p .,%_ •OR/-/1!-/-/R/- Scale =.375"/Ft. 411401kTruss Components of Oregon 503 357-2_118 a.MANDI N61 ee READ AND FOLLOM ALL MDIED OM THIS DRANING, pp ( ) ••IIPORrAYI'• FURNISH THIS DIMING 7n ALL BDMlRAc1oR3'SELDOM THE INSTALLERS. Ji/ r TC LL 25.0 PSF REF R7175- 55339 825 N 4th Ave,Cornelius OR 97113 Trusses `?► 19575 P ir require extreme care in fabricating. handling, shipping, installing and bracing.Refer to and follow tna latest edition or SCSI (Building component Safety Information by TPI and MSCA) for safety practices prior • litipi TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, alias 04111,104, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attechetlyP rigid calling. Leoatiuns shown for permanent lateral restraint of webs mind h .bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15097194 A U��O I secio..81. 97 or 810, as applicable. Apply plates to each face of truss aid position as sheen above and on O 07/20E5 the.fint Details, uhf i noted otherwlae. Rafar td:::::::.:6-:z.:°: rnwinga 16DA-Z ran s::::::7::::-:::::::.fl tentlard plate poaltidne, OREGON BC LL 0.0 PSF CA-ENG GWH/GWH i Alpine. a tllvisian of 1T•Building Com.-. ...ta Group ins.slap nut be resWnsibla fur any dwiatlun from this drawing, any failure to build the truss In cunfurmanbe with ANSI/7P1 1, ur fur hardline. shipping. AN ITW �} ab COMPANY installation A bracing of trusses. T "190.20,gP TOT.LD. 42.0 PSF SEQN- 159611 mull sl en this draww drawing or cover page listing this drawingIndicates aabpt lice of professional engineering reapanelbllity solely Aar the design shown. The suitability ant vee of this drawing for any etrueture Is the Ot.D w•`�," •'t � 8351 RDvann CircleMponeibllity of the Building Designer per ANBI/TP1 1 See.a. DUR.FAC. 1.15 FROM IKE SAcamcntp CA 95828 For mora information se.this Job's general noses page and these web sites: RenewaldeleB)502015 SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:www.alpineite.com: TPI:ww.tpinst.erg;WTCA:vee sbcindustry.con: ICC:wee.lcesafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - G4) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 OF-L Std/Stud(g) :W4. W6, W7 2x4 DF-L #2(g): :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (a) Continuous lateral restraint equally spaced on member, per IRC-12 section 301,5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 3X5 - 7 10 �/ T\\ 3X5 Ws /I W5 W7 10 (—/ \\ (a) @ 11-2-8 i 9-4-0 //./ W4\(a) //. , 1/ 1:::::: \ 1-0-0 \.\ ' In +18-0-0 _ , -T YY 3X5(R) III 3X5= 3X7= 2X4 III 1.5XXL4 III f 6-4-8 6-4-8 5-10-8 >�e 2-3-0-1 12-3-0 _1,2-3-0J -14-6-0 Over 2 Supports R=640 R=640 U=106 RL=200/-84 Design Crit: IRC2012/TPI-2007(STD) 51. 4 PROF S PLT TYP, ITWBCG Wave FT/RT=2%(0%)/4(0 15.01 .0A u,,or f1� S'i • Scale =.25"/Ft. Truss Components on 503 357-2-118 LUMINA.. READ AND FOLIOS ALLURES ON THIS CRANING! ,Q T(C)R1/1-../1/-2:.5701-PSF REF R7175- 55340 p (( ••tIpORTAYr•• FURNISH THIS DOMING To ALLCOYTRAGTORS INCLUDING THE INSTALLERS. Arr19575 PE 825 N 4th Ave,Cornelius OR 9?�13 Trusses rewire extreme care in fabricating, handling. shipping. Installing ane bracing. Refer t and Pulls. 7.0 PSF DATE 04/07/15 the latest edition of SCSI (Building Component Safety Informeeion, by TPI and STCA) for safety Practices prior Alot TC DL to performing these fuoctlons. installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,r ,r� op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached i 'fr BC DL 10.0 PSF DRW CAUSR7175 15097195 1 ,O411164 rigid ceiling. Locations shovel for permanent lateral restrain at webs shell have bracing InstalledperBCSI O, Q7�2O � A O')IJ N I tel B3, B7 or 816, sesepplicebfe. Apply plates to each face of trussand position as shot+above and on V l fe the faint Befaila, unless noted otherwise. Refer to drawings 160A-L for standard plate pnuitiuns. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a division of ITW Building Components Group IrK. shall not G responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or fur hardline, shipping. !! �, 0 TOT.LD. 42.0 PSF SEQN- 159613 AN ITW COMP,4NY Installation&bracing of trusses. 7A h.20,10' A well on this drawing or stover peg*listing this drawing, Indicates.aa.ptarce of professional engineering .L0/.0 O "' reepolrlblllty eol.ly for the design.neem. The suitability end Wee of this drawing fbr any structure It the r' DUR.FAC. 1.15 FROM I KE 8351 Rama Circle rsporelbllity of the(wilding aslyner per ANSI/TPI 1 S.e.Z. Sacramcnle,CA 95828 For more Information see this job's general notes page and these web sites, Renewaldeia 6)5012015 SPACING 24.0" J REF- 1 VFG7 1 7 5Z1 1 ALPINE:www.aipineltw,com; TPI: www.tpinst.org; gfC.A:www.sbcindustry.com: ICC:wwe.Iccsafe.'rg — I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - H) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.O psf. • Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" requirements. AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Fasten rated sheathing to one face of this frame. 4X5= ZN \N 10 // 1t) / \� /_ N. 5-2-0 N. N. 1 1 1-0 -0 C0 7 \ 1-0-0 V////// ////////// ////// %j i i 7 / / // LC I ' >I i 1' 5-0-0 5.0-0 10-0-0 Over Continuous Support • %I R=112 PLF U=23 PLF W=10-0-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) EO PROF PLT TVP. ITWBCG Wave FT/RT=296(096)/4(0) 15.01.01 `S'S" OR/-/1/-/-/R/- Scale =.5"/Ft. aaWARNINGIas READ AND FOLLA All NOTES ON THIS DRAWING! t ~F/iy Dy Truss Components of Oregon (503)35?2118 fat i�,f FURNISH THIS DRAWING To ALL COM �,\COMPACTORS INCLUDING TUE INSTALLERS. % TC LL 25.0 PSF REF R7175- 55341 8251'4 411.1 Ave,Cornelius OR 97113 19675 P y Trusses require extreme care in fabricating. handling. shipping. metalling and racing. Refer to and fallow DATE 04/07/1 5 the latest edition of BCSI (Building component Safety Information. by TPI end MICA)for sere y p ettiees prior r.1 TC DL 7.0 PSF to performing these functions. Installers sharl provide temporary bracing per BCSI. unless d otherwise.0411111 ./ • top chord shall have properly attached structural sheathing and bottom chord shall nave a properly attached 10.0 PSF DRW CAUSR7175 15097196 rigid ceiling. locations shown for permanentlateral restraint pf webs shell neve bracing installed per BCSI BC DL T� sections B3. B7 or B10. ea eppliceble. Apply plates to each face of trussand position as wholes above and en O /07/2015 A __, =NI _, the Joint Details. unit.,,noted otherwise. Refer to drawings 1BDA_L for standard plate positions. OREGON BC LL 0.0 PSF CA—ENG GWH/GWH Alpin,, a ivision of 1T7 Building Components Group shall rot be responsible Pur any deviation true this ' drawing. any failure to build the(moss In conforms-me with ANSI/TPI 1, or for handling, shipping. 9 `8f1.2D,+��D P TOT.L0. 42.0 PSF SEQN— 159726 AN rrw COMPANY Installation b bracing of trusses. A seat on this drawlpg or clover pssend use of this.lump. The suitabgll listing this Crewing. Indicates acceptance of prof eal.hel engineering ' I' AN �.N reepan.lbillty Solely for the dilitythis drawing for any structure Is the VV DUR.FAC. 1.15 FROM I KE 8351 Ruvenil Circle responsibility of the 1ulldln5 Designer per ANSI/TPI 1 S.d.2. SBcmmcyt5 CA 95828 For more Information see this Jobs general notes page and these web site" Renewal date 840/2015 SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:www.elpineitw.com:TPI: www.tpinst.org:NeeMa TCA:w .sbchutry.com: IGC:aww.icesere.oni i i r ' THIS 0MG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - J) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL.4.2 psf, wind BC OL-6.0 psf. Webs 2x4 DF-L Std./Stud(g) :MB, M9 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" requirements. AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. (a) Provide lateral bracing for inset top chord member. Attach nailer or truss at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5 10 F- �21 \: \ 3X7�� i / M' � i / (a '� M: l 9-4-0 e -... - ' 10 s .z/ 1 / 4111 a 2(a) X 1-0-0 /� 0 o a D 0 D s_o_o 1-0-0 10 • T 3X5 III 1.1 '.1 L1'J 1" 15-0-0 H 5-0-0 H 8-10-11 4-7-11 0-4-5 5-0-0 k 20-0-0 Over 2 Supports >1 R=139 PLF W=12-0-0 R=541 U=47 W=5.5" RL=16/-16 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 0)PROpl. PLT TYP, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.ge p1 �F SS�O OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on 503)357-2118 'eMARNINOi'e READ AND EMUS ALL VOTES ON THIS MANIAS! �� ,Iy �f TC LL 25.0 PSF REF R7175— 55342 825 N 4th Ave,Cornelius OR 97113 "IIPORTAIR'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERg. Trusses require e t ane car. In fabricating, handlin shipping, installingbracing. Refer to and follow 19575 P and) farr, TC DL 7.0 PSF DATE 04/07/15 the latest edition of r BM (Building Component Safety Informatl n. by TPI eWTCA) for safety Prectioes prior r• to performing these functions. Installersauctur provide temporary bracing per SCSI. Unlessnoted Otherwise, top chord ing.l have properlyro attached structural sheathing restraint andt bottomwb chord shall have properly d perhed ,r rigid ceiling. locations shown for permanent lateral restraint v!sees shall have bracing installed per SCSI � BC DL 10.0 PSF DRW CAUSR7175 150971 97 .4 �� , sections 53. B7 or SIR, ea applicable. Apply plates to each fate of trussand position as shown above and on 0,/07120 15 — 1— -7,=-.°::::::,_-::-7,-;:77.7„„, he.Joint Data,Is, "sloes noted otherwise. Mater to..7i.,..,: rawi ,eoA-Z rartandard plats poaltiona. 0 OREGON BC LL 0.0 PSF CA-ENG GWH/GWH J I Alpine. a y failure of ibu Bulitl ire usspinenta Draup Inc. ♦fall t be Tor fur Than for any ip iacior�from this drawing. any b breva tofuiru the truss in conformnanee site AN51/TPI i, or fur handling, ahIpping, 9 Se 2D.1Q P TOT.LD. 42.0 PSF SEQN- 159728 AN ITW CAMPANY installation a bracing or trusses. 8r1, A se&on thin growing or aaeer pegs listing thin drawing, htlle.tee eaceptance of professional engineering reepenelbl lity solely for the design endow. The suitability and um of Wale drooping for any.trveturs i.the ''Deo I4.N esDUR.FAC. 1 .15 FROM I KE 8351 Rovana Cork reeponeibillty of the Building Digner per ANt BI/TP1 5w.2. SBclamcnaq CA 95628 For more information,see this job's general notes page and these web sites: Renewaldete 818012015 SPACING 24.0" JREF- 1VFG7175Z11 1 ALPINE:eue.elpineita.roe; TPI: wee.tpinst.org;WITCH:www.shclndusiry.con: ICC:www,l,csefe.orrg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - J1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :84, 815 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live toad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 71,1/;;,/,,,,,./;;;//// I \3X5- , / / ,3X543 Kw4/// (a) \\ 9-4-0 \\K '/ 1.5X4111 \//,./../!, K �/ \ 1.5X4111 \i 1_0_0 g(,, \: ale 1-0-0 1 �] n s o-o T 3X5(R) III 3X5= 3X5= 3X5= I.1 '-I� 11-6-8 '. 8-5-8 I E: 4-7-0 I_ 5-5-0 I_ 5-5-0 I_ 4-7-0 8-0-0 —I— 4-0-0 8-0-0 'I 10-0-0 _I, 10-0-0 20-0-0 Over 3 Supports >1 R=604 W=5.5" R=916 W=5.5" R=331 W=5,5" RL=153/-162 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RTs2%(0%)/4(0) 15.01,0044V-* F OR/-/1/-/-/R/- Scale =.25'n/Ft. • of f503 357-2118 • Truss Components .11ARNIN01wa READ AND FOLLOW ALL NOTES ON THIS DRAWING! Components E ...MUTANT.. MAIMTHIS DRAWING Tg Au COMPACTORS INCLUDING THE INSTALLERS. ?� `GIN, 't TC LL 25.0 PSF REF R7175— 55343 8:5 N 4th Ave,Cornelius 012 97113 Trusses require extreme care in fabricating, handling. shipping, installing and trading.Refer w and follow P �� the latest edition of BCS! Buildi g Component safety Ia temporary by TPI and fCA) for safety practices prior 19575 P: 77 TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, r I~ , top chord shall nave properly attached structural aneathing and bottom chord shall have a properly attaches BC DL 10.0 PSF fs rigid ceiling. or 21 , u anorr,for permanent lateral restraint of„abs ss and nave bracing Installed per SCSI / A'nil., DRW CAUSR7175 15097198 ,4 1 sections SS a7 or 810, as applicable. Apply plates to each face f trues and position as sheen above and on F---I the Joint.Details unless noted otherwise. Refer to draw shoo 1BDA_z for standard plate positions. 0 >07/20E5 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of 1bu Building Components Group Inc. shall not be responsible for any deviation from this arawirg. any failure to build the truss in conformance with ANSI/TPI 1, Sr fur handling, snipping, ^ OREGON 'Si AN MA/COMPANY installation i bracing of tresses. Ya ,_p, TOT.LD. 42.0 PSF SEQN— 159730 A label ori this drawing or clever page listing this.drawing Indicst.suaaptenes ar prafsaaledsl anginwring I VaII.20,y9y_ responsibility solely for the design.Man. The suitability and ma or this drawing far Sty immature le the R /�/ 8351 RavansCitle responsibility or the Building Dawlgnsr par ANSI/TP1 1 See.2. OLD tat DUO.FAC. 1.15 FROM I KE Sacraacntq CA 95828 For more information see this Job's general notes page and these web sites: W. ALPINE:wwe.elpinaltw,com: TPI: wwa.tpinst.org:WTCA:waw.sbcrndustry.com: ICC:wmw.iccsafe.org SPAC 1 NG 24.0" JREF- 1 VFG7 1 7521 1 Renewal date 8!34312015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - J2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft wean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 OF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Bottom chard checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5(R) III in , 1 ,„.",„i N // 10 3X5, /.,. / 3X5` W5 / 7;7 (a) 9-4-0 „,...34.\\ 1.5X4111 �� \\ � 1.5X4 III A' \V,, 1-0-0 1-0-0 i;m 9-0-0 3X5(R) tll 3X5= 3X5= 3X5= Li...Lc 11-6-8 >I< 6-11-0 =11-6-81 LL f 4-7-0 8-0-0 I_ 5-5-0 -T- 4-0-0 T L 5-5-0 8-0-0 I_ 4-7-0 10-0-0 10-0-0 F20-0-0 Over 3 Supports ={ R=567 W=5r5" R=1250 U=21 W=5.5" RL=153/-162 R=241 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 , 4 " . OR/-/1/-/-/R/- Scale =.25"/Ft. Y eV1RNI NGI ma READ aro FDl1D,ALL tons os THis oRATIN81 G ,� TC LL 25.0 PSF Truss Components of Oregon A503)357-2118 fml� ma FURNISH THIS GRATING To ALL covilimron INCLUDING THE INSTALLERS. \� �1 I N �l'Q O,yREF R7175- 55344 825N4th Ave,Cornelius OR97113 uaaea require extreme t ra in fabricating, handling. snipping,ppirg, Installing and bracing.Refer to and fallow 19575 P. V TC DL 7.0 PSF DATE 04/07/15 the latest edition of BCS/ (Building Component safety Information, by TPI and ACA) for safety prectlOeS prior - to Performing these functions. Installers shell provide temporary bracing per CSI. Unless otherwise,e se Sia, R op chord shell nave properly attanned structural sheathing and bottom chord shall have a properly attached - • BC DL 10.0 PSF rigid ceiling. Locations shown far permanent lateral restrain of webs shall have bracing Installed pe BC51011.' DRW CAUSR7175 15097199 eillh Tiletions 83. Si or BIG. as applicable. Apply plates to each fees of trussand position as shownad ^11 Gd1`N the Joint Details. unleee noted otherwise. Refer to drawings 160A-2 for standard bove anon tandard plate position.. o O7/2o 15 BC LL 0.0 PSF CA-ENG GWH/GWH �=1 i Alpine, a division of ITN Building Components Group Ir..shall not be responsible for any deviation from this drawing. anyfailure to build the truss in conformance with ANSI/TPI 1, or fur handling, shipping. OREGON INV ing of trusses. AN ICOMPANY installation&brat0 P TOT.LD. 42.0 PSF SEQN- 159733 A seal on Phi.arming Sr cover page 1(eeln8 this drawing. Indic...,acceptance of professional engineering ] varr.20r i944 -• responsibility...holy for the design Man. The suitability and 1.of this drawing far any structure is the 8351 RovangCircle reapan.igliity ar tie wilding Designer per ANS 'I sea.z. D`D w,N DUR r FAC. 1.15 FROM IKE SBereinentyC.A95828 For more information a this Jobe general notes page and these webs SPACING 24.0 1 JREF- 1VFG7175Z11 ALPINE: .elpinelte.com: TPI: u pinat.org; NTCA:eww.shelndustry.com: ICC:'wae.Iccsare.urgl m Renewal dale&8.0/2015 — _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - J3) , Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B-, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right cantilever is exposed to wind Bottom chord checked for 10.00 psf non-concurrent bottom chard live load applied per IRC-12 section 301.5. Deflection meets L/360 'five and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 //ire\ lozW,-./ Z/ ///// W5` �� / �, -iv yy4 N, 9-4-0 1.5X4111///z ‹ \ / f //,- \\\\4 / 9_D_D 1-0-0 3X5(R) III 1.5X4 III L1'-1 11-6-81 4-7-0 I_ 5-5-0 I_ 5-6-0 I_ 4-6-0 8-0-0 "Ts 4-0-0 _' 6-2-12 T1-9— 10-0-0 _I_ 10-0-0 _I 20-0-0 Over 2 Supports R=872 W=5,5" R=966 W=5.5" RL=153/-162 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ,0. • ~' t ts. OR/-/1/-/-/R/- Scale =.25'1/Ft. Truss Components of Oregon 503 357-2118 ”SIARNIN9i as READ AND Foca ALL NOTES ON THIS DRANINGI Gj~ S� TC LL 25.0 PSF 825 N4thAve,CorneliusOR 97113 ''IMPORTANT•" FURNISH THIS DRAEING TO ALL CONIRAC70RS INCLUDING THE INSTALLERS. �� 04311445"w.� 02 REF R7175- 55345 Trusses require extreme cora In fabricating. handling. shipping, installing and bracing.Refer to and follow 19575 P. 7 TC DL 7.0 PSF DATE 04/07/15 rho latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior I T' o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. l~ ' , top Chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,;� BC DL 10.0 PSF DRW CAUSR7175 15097200 rigid ceiling. locations shown f Pe ciateral restraint of webs shell have bracing installed per SCSI / ./� ctions 63. B7 or B10 as epli bl .Apply Plato to each faceof truesand position a. haw above andon v �o7izot5 BC LL 0.0 PSF CA—ENG GWH/GWH /� AlI� 'II ' nie Joent Details, unlos noted the 1 Rarer to::serge 16GA-Z for:tend:::plate posl HI I Alpine, a tlivis an of IA Bui ld inR Compo nts group Inc. shell mi be rm;pensinls Tsr a y tl on from this drawing, any failure to build the Cruse in conformance with ANSI/TPI 1. or far handling. shipping. OREGON AN rnA/COMPANY installation p bracing of trusses. G1 (-a TOT.LD. 42.0 PSF SEAN— 159737 A seal on this drawing or power pogo listing this drawing. hulks n.ocepeenae of profaselefsl engineering I "en.20,j94° let. reeporslhllity solely for the*wisp shown. The auitoblllfy wed Iwo of this drawing for any Structure Is the t� 8351 Rtvss*Circle responsibility or tie Building[Weidner per ANSI/Tel 1 See.2. OI.D W W.Ss� DUR.FAC. 1 .15 FROM I KE Sacramcnlo CA 95828 Far mare information see this Jobs general notes Page and these web sate:: SPACING 24.0" JREF— 1VFG7175Z11 ALPINE, mao.alpineltw.com; TP1: www.tpinst.org;NTCA:waw.sbci,dustry.com: ICC:asv.iccsafe.urg Renewal dale 6J8Of2O15 • 1 , i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - J4) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Top chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Dot chord 2x4 OF-L #1&Bet.(y) Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5= B, \ 3X5o� 3X5/i / \\ W5 1.5X4 III W4 / (a) , 9-4-0 \ I P 1.5X4111 �4/1/° > /// " \ � / , 3-1-0 1-0-0 v/A�/ .i s-o-o r 1- 3X5= 3X5= 4X5= 3X5(R) III Li....1 i''` 4-7-0 8-0-0 I_ 5-5-0 4-0-0 T I_ 5-6-0 5-6-0. I 2-O-O-H 10-0-0 .__L_________1-6-0 _1 1 17-6-0 Over 2 Supports R=840 W=5.5" R=777 RL=140/-139 Design Crit: IRC2012/TPI-2007(STD) 15.01 .+F O PROfiFSp OR/-/1/-/-/R/- Scale =.25"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) •WARNINGI•• READ AND roues ALL NOTES ON THIS DRAWING! NG l " �0y TC LL 25.0 PSF REF R7175- 55346 Truss Components of Oregon 503)357 118 .TREY .. FURNISH THIS ORARINO TO ALL CONTRACTORS INCLUDING TME INSTALLERS. — S'_5N4tllAve,Corneouso>�97113 Trusses rem ire e t awe are in fabricating, handling. shipping. installing and bracing.Refer to ane fallow 19575P TC DL 7.0 PSF DATE 04/07/15 m latest edition ofrSCSIc(Building Component Safety Information, by TPI and WTCA) for safety Practices prior r f. to performing ha these rproperly e Sts shall provide ng and tom choingrd Per all Unless rated otherwise. top chard snarl have pons steam attached structural sheathing and bottom tshal shall have a properly d per BC r� BC DL 10.0 PSF DRW CAUSR7175 15097201 10 rigid nsceiling., or B1 . hope:Por e. Apply lateral rostral fe or fetrushall nava bracingas Installed per SCSI IAMBI. • sections�. BT or BW, msappllceble. Apply plates to each race truss a�position a, Hawn above and an 0• 07/2015 BC LL 0.0 PSF CA-ENG GWH/GWH the hint Dermis. -:leas ne ted other-Ise. Rarer co drawings 160A-Z forascendertl Plate posit➢ans. All j=)[1 N11 ;I Alpine, a division pr Ibu B-mm�g ca.wa^anta Group Ina. snap Hat 1 ror furlble r-r any apping. rr--tnla OREGON drawing, any failure to bulla the truss I conformance with ANSL�TPI 1. ur fur:oiling, shipping. 0 aTOT.LD. 42.0 PSF SEQN- 159743 AN ITW COMPANY installation A bracing or trusses.• lip •q,4C gg9 tQ' A«,l en this droning or paver pgw listing this drawing. indlostee eaumpwenoe of professional engineering D N DUH.FAC. 1 .15 FROM IKE rn responsibility solely for the design shown. The auitablllty and use of this drawing for any etnaeture Is the L D ,w,responalblllty of the Building assigner per AMSII 1 Swing. 8351 Rdvana Omit �• Sammento,CA 95828 For more information see this Job's general notes peg*and these web sites, SPDC 1 NG 24.0" JREF- 1VFG7175Z11 ALPINE:www.a 1pinelt-.cam: TPI:wee.tp lnst.org:RTCA:www.sbcindusery.com, ICC:'.Iccsofe.oig Renewal dale 6130201$ , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040—FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - K) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 OF-L #2(g) roof, RISK CAT II, EMP B, wind TC DL=4.2 psf, wind BC DL=G .0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 1.5X4 III 1 .5X4 III r 1.5X4111 4r--- ill 2-7-15 1 9-0-0 , 3 5(A////z/ (A)/// ////` /5X411 1.X4II,// / 11//// / 1.5X4 II 1= -8-4 'I-'1 E< 7-0-0 Over Continuous Support R=98 PLF U=37 PLF W=7-0-0 RL=18 PLF Design Crit: IRC2012/TPI-2007(STD) �� O PROpk. OR/-/1/-!-/R/- Scale =.5"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 , tp� Truss Components of Oregon 503)357-2118 "WARNING!'" REAR AND FOLLOW ALL MITES ON THIS uWINGI 11�F O 825 N 4fh Ave,Cornelius OR 97113 r'I Ti1 m. FURNISH THIS DRAWL%TO ALL CONTRACTORS INCLUDING THE INSTALLERS.a 16.• y TC LL 25.0 PSF REF R7175- 55347 Trusses require extreme care In fabricating. handling, snipping, installing and bracing. Refer c and fallow• 19575 P 'y the latest edition of SCSI (Building ComponentSafety Informstlon, byTPI and TCA) for safety practice prior %.! TC DL 7.0 PSF DATE 04/07/15 to performing these functions. =installers shell provide temporary bracing per aC51. Unless noted otherwise. _ 1 41111116 tap chord shell have properly attached structural sheathing and bottom chard shall nava a properly attached rigid telling. Locatlona anon Pvf permanent lateral rostra Inti of webs shell neve bracing Installed per SCSI r A BC DL 10.0 PSF DRW CAUSR7l 7 5 1 5097202 .A1-11.501N11 sections Bs. BT or S10. as ePpllcable. Apply plates to each face of trussand position as shown above and o O '07/201 5 tAu loin[Datalle, unless,meted atharwiaa. Rafar to drawing,ltOA-:rarte,dard plata pael=la::• BC LL 0.0 PSF CA-ENG GWH/GWH Alpin.. a mvia mn pr ITN Bonding sampan. a cra p Int. anon Hoc w repunelbl.ear any d.viauon neon this OREGON drawing, any re ilure to build the trues in conformance with ANSI/TPI 1, or for h.vdling. shipping. AN ITW COMPANY installation&beating of trusses. vh zo ti�em P TOT.LD. 42.0 PSF SEQN— 159586 A seal on this drawing Cr cover peso Ilsting this drawing. Indicates eaaeptanee or proteseIenml engineering nmspenwibitiny solely Tor the design Steen. Th.suitability rod use of this drawing for any structure Is the ROLD W.r DUR,FAC. 1.15 FROM I KE 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 See.2. Sacramcnto,CA 95828 For more information see this jobs general notes page and thaw web sites: i ca SPACING 24.0" JREF- 1VFG7175Z11 ALPINE,smw.eipinelte.com: TP1. ww.tpinst.urg:wTCA:awe sbclMustry.com: ICC; was. safe.o�g RenewaldedetW =15 1 n THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - K1) • Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301,5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III i 4 2-7-15 i/ Eli ■i, +9-o-o r __—/ ma 3X5 III 3 5(A1)= L 1' 6-8-4 -i—% l7-0-0 Over 2 Supports R=371 W=5.5" R=291 U=5 RL=44 Design Crit: IRC2012/TPI-2007(STD) e.ED PRORF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0t - `0, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-2118 a•LIRNINGI`• READ AND FDLLD!ALL NOTES ON THIS DRAINING! >J t•1 �F d 825 N4th Ave,Cornelius OR X71 I3 'rHpaRrANr'• FURNISH THIS DBANINa TO ALL coNTRAcnRs INCLUDING THE INSTALLERS. k9 19$7$P 4 y TC LL 25.0 PSF REF R7175- 55348_ Trusses require extreme care in fabricating. handling. shipping. ...tailing and bracing.Refer to arm fuilaa T' TC DL 7.0 PSF DATE 04/07/1 5 the latest edition of Bct. (Building Component Safety Informstlod, by TPI and RSCA) for safety practices prior - �f fa to Performing these functions. In tellers shall provide temporary bracing per BC51. Unless noted otherwise. top chord shall have properly attached structural sheathing end bottom chord shell have a properly attached rigid calling. Locati cre.Men for permanent lateral restraint of webs shell have bracing installed per BCS, t '`�' BC DL 10.0 PSF DRW CAUSR7175 15097203 actions B3. BT or 810, as applicable. Apply plates to each face of truss and powltlon as shown above and an Oa 07/20 15 A' the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plat•positions. �oJ�NC LL PSF CA-ENG GWH/GWH I drawing. a y division of ITA Building t ussp in conformance Inc.Ina. .hall ret he nfur than far any deviation from this OREGON drawing, any failure to solid the truss in cunfornmre:e d en ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY installation A bracing of trusses. q 41"a>,_2u 1g9� TOT.LD. 42PSF SEQN- 159583 A seal,on tale drawing or cover page listing this drawing. Indicates acceptance of profaeelshel engineering roe onulbllity solely for the design mown. rhe suitability ad use of tills drawing for any mtruct rm Is the OC D W• � DUR.FAC. 13.1)5 FROM I KE 1341 Row=Circle respnnsiblllty of the Building Daslprer per ANSI/TF1 1 Sad.2. Sacramento,CA 94828 For more information see this Job's general notes page and these web. Renewaldale 6.8012015 SPACING 24.0" J REF- 1 VFG7 1 75Z1 1 s ALPINE:wes.elpineitw.com: TPI: ww.tpinst.org: Em tch: wm.shcindustry.com. ICC:www.locsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - L1) Top chord 2x4 DF-L #2(g) 120fmphlwwiK nd, 1.00 ftt mmeanihdt, ASCE 7-10, CLOSED ED bldg,L cated ted anywhere in Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III 1 10 I / 3X5 :///// 4-4-0 1 ' Ilielliiiih„ 1-4-9 r ` i 1 9-0-0 1 1.5X4 III 3X5= 3I 71 2 2-11-0 �I 1 3"2-12 �'I 13-6-8 Over 2 Supports R=164 R=149 U=32 RL=48 Design Crit: IRC2012/TPI-2007(STD) EO PROF-F PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.Ps On i OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-1118 a*WARNING Iaa READ AND FOLrDN ALL MINES ON THIS IMAWINGI "y NA`i •k.h'4a 9t7.„, TC LL 25.0 PSF REF R7175— 55349 pon l ) maI�ORTANrea FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 P 825 N 4fh Ave,Cornelius OR y7l 13 Trusses require extreme care ,n fabricating handling, shipping. installing BandTC bracing. Refer to and follow TC DL 7.0 PSF DATE 04/07/1 5 the latest edition of SCSI (Building Component Safety Information.by TPI and WSCA) for safety practices prior / �_ n to performing[hese functions. Installers shall provide temporary bracing Per BCS1. Unless noted otherwise. / 40 top chord shall nave properly attached structural sheathing and bottom chord shall have a properly attached -I I rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI o�o/r2oA5 BC DL 10.0 PSF DRW CAUSR7175 15097204 sections B3, B7 or BIDS es applicable. Apply plates to each face of trussand position as shown above and an a lain[Datalls, unless noted Otherwise. Refer to drawinha,BDA-z for:toendard plata positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH �. _,� N I Alpine, a division or ITW Building Componets Group Inc. shall not be responsible for any deviation Tram this 0 drawing, any failure to build the cross in conformance with ANSI/TPI 1, or for handling, snipping, Y� AN Tres coMPo>NY installation nma.on,this bracing of e trusses.ogo listing this drawi�1q�g Indlaetes swept hoe of prefesslenal engineerinW wQR`°rn•20•19 ° k,P TOT.LD. 42.0 PSF SEQN— 159754 responsibility safely for the design slows. The suitability and use of this drawing for any structure is the OL0 W a OUR.FAC. 1.15 FROM I KE 8351 Rovana CimDesigDesignerk responsibility or the Building Designer per ANSI/DPI T See.[. _ Sacramento,CA 55828 For more information see this jobs general notes page and these web sites: Renewal date 015012018 SPACING 24.0" J RE F- 1 VFG7 1 7 5Z1 1 ALPINE:wwe.eipaneite.com: TPI:wwcc.tPinst.org:WTCA:www.sbchMustry.com: ICC:www. safe.org THIS OW PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - M1) 120 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Top chord 2x4 DF-L #2(g) Bot chord 2x4 OF-L #2(g) roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MNIFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and 1l240 total load. Creep increase factor for dead per IRC-12 section 301.5, load is 2.00. • 1.5X4 III B ! i 3X5 • - / 2-4-0 pf1-0-0If / U I= ii RiEmm pemm 3X5= 1.5X4 III L1-3-0-=.1 1 12 1-6-8 . 1„..1 .. 117t1 1-10-4 2-0-r0 Over 2 Supports R=204 W=5.5" RL=35/-23 R=59 U=13 Design Crit: IRC2012/TPI-2007(STD) QO PROF 9 FT/RT=2%(0%)/4(0) 15.01.0's Si OR/-/1/-/-/R/- Scale =.51'/Ft. PLT TYP. ITWBCG Wave 9 1 'e. • 0,,,_ O Truss Components of Oregon 1503)357-2118 `•�ARMINGI•• READ AND POLLEN ALL IN ON THIS OWING! TC LL 25.0 PSF REF R7175— 55350 825 N 4th Ave,Cornelius OR 97113 ••IIPORT„e„care FURNISH THIS DntonNI m ALL CONTRACTORS I i.td g Tr INSTALLERS. 19$7b P y Trusses require e r e e in fabricating. handling, shipping. Installing and bracing.Refer to and fu naw 7.0 PSF DATE 04/07/15 the latest edition of RCS' (Building Component Safety Information. by TPI and RCA) for Safety practices prior , TC DL to perceiving these fenctshown Installers shell providere temporary brawebs bsingsh per SCSI. Unlebracing sI staedll otherwise, ,} LL 0 0 PSF DRWENG G71 75 1 5 7205 top chord ahan hens properly attached structural sheathing and bottom chord shall have a properly attached 0 :. BC DL 10.0 PSF CAUSR7175 75 509 CA- rigid ns B3.. LocationsrSW. shown ror permanent later.) restraint race of f truss a haus bran log Instal led per SCSI 04407/2015 sections B3. 07 or 01g. es appneeble. Apply plates to each face of truss end position as shown above and an BC (i ,LED O _ 1' the Joint Details. unlaaa opted log t ae^(Rorer to drawings,Boa-z rorsstandard plate paal<iena. OREGON ' Z1 II L D N li`— Alpine, a div iS ion of IT'Bui ldl p Cump,nvnte Group inn. a ull wt be isogonal bis ror any deo lotion true ihis AN ITW I:AMPANY installation pabracing off"trusses truss l unfvrmun w' MIST/TPI ,. ur far naMling, snipping. 2B 1 9eI V TOT.LD. 42.0 PSF SEAN- 159750 v Arsest on this droving or cover pyo listing this drawing. Indicates saceptence of prof..atonal engineeringr D \R�•N DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle rempunsibtlity solely for na Winslow shown. The suitability end me of this drawing for army structure Is Un �a Y� responsibility art theBuilding Designer Se c.2. r ANSI/tPl 1 S .2. Sacramento,CA 95828 For more information seethis,Job's genera' ^ 3 s page and these w sites,r< Renewal date 840/2015 SPACING 24.0" J REF- 1 VFG7 1 75Z1 1 ALPINE:waw.alpineitw.cM: Tal: wa.tpinst.org:WTCA:ww.abclndustry.cm: ICC:www safe.or, l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - M2) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2( ) roof, RISK CAT II, EXP B, wind TC DL 4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 1 .5X4111 t 8I % /77 4-8-0 3X5 i Zoil,:hi 1-0-0 / U -� It / ■ _J �9-0-0 i 3X5= 1.5X4M Lel-3-0 -1 1"12 5-0-8 1i` 5-4-4 �z 5-6-0 Over 2 Supports >1 R=338 W=5.511 R=229 U=23 RL=74/-35 Design Crit: IRC2012/TPI-2007(STD) ,EO PROP . PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .00 1IS ••+iwwlNGl••READ AIG FOLIA ALL woT>s ox THIS DIfAWII1G1 " �,F � OR/-/1/-/- /R/- Scale =.5"/Ft. A TC LL 25.0 PSF REF R7175— 55351 TRlsComponents Of Oregon 503)357-31 I8 ••IIPORTAIIP• FURNISH THIS DRAWING To ALL cowntAcToits INCLUDING THE i/BTALLERS. O . v 8^5 N 4th Ave,Cornelius OR 97113 r 19678 P 7 Trusses require extreme care in fabricating. handling. shipping. installing and bracing.Refer to and follow TC DL 7.0 PSF DATE 04/07/15 the latest edition of BCS1 (Building Component Safety Infoneatien. by TPI and Rlir, o performing these functions. installers nshall provide temporary bracing per SCSI. Unless noted otherwise. Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,� ..-'',� BC DL 10.0 PSF DRW CAUSR7175 15097206 rigid ceiling. Locations shown for permanent u lateral restraint of webs shall have bracing Installed per BCsI A O�� sections B3. B7 or S1g. as applicable. Apply plates to each face of trussand position as Shown above and on /201 S Lie Joint Dawlls, pniesa aced athe wlae. Refer tm:r-7':::::::%:°:.:::::7:7:::-.7.17.ne. BC LL 0.0 PSF CA-ENG GWH/GWH 11 h ' Alpf re, a tlivisicn of ITA Building .--,..anis Group tlon from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, ur fur bundling, shipping. a y0 Si TOT.LD. 42.0 PSF SEQN- 159745 AN MW COMPANY installation a bracing of trusses. 1, V n.20,19 A seal g renmponsCluny solely r.r caber n,design shown. this drawing. and of Sk,dr to`a end*tree tr. the 4.°1.0 W•tk((' DUR,FAC. 1 .15 FROM I KE rw 8331 Roma Circle aponalbility of the Dualding Designer per ANSI/TP1 1 Saa.2. Saclamato,CA 951328 Far more Information see this jobs general notes page and these web sites: Renewal date 6/30t2015 SPACING 24.011 JREF- 1VFG7175Z11 ALPINE:wwselpieiew.com;TPI: wwa.tpinst.org: wTCA:wwe.sbclMustry.com: ICC:www.lccsafe.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - M3) • Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC D1=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III i 8 1---- V i 4-8-0 3X5 ..-/ 1 4011. 1-0-0 0 _Nom _ 7 9-0-0 / 3X5---E- 1 X5=1.5X4 III 1„12 3“12 1{�,_ 5-0-8 _1_,,i 1"12 5-4-4 5-6-0 Over 2 Supports ={ R=239 W=5.51' R=239 U=23 RL=60 Design Crit: IRC2012/TPI-2007(STD) ,EOPR0F4° PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .'' ' SS, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-'_118 f1ARNIN I" REAP AND FOLIO!ALL IurES ON THIS DRAPINsl tSG rte TC LL 25.0 PSF REF R7175— 55352 pp (( ..IMPORTANT” FURNISH THIS DRAWING TO ALL caNiMc10RS INCLUDING THE INSTALLERS. g,$N4tltAve,Cornellus0>t 9713 Trusses require extreme re in fabricating. handling. shipping, installing and bracing.Refer to and fano. 19576P the latest edition fSCSIc(Building Component Safety Information, byTPIand STCA) for safety practices prior ,. r- TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. Top chorda ll have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15097207 sections B3. B7 or a1o. as eVpllcable. Apply plates to each face of trussand position as shown above and on 0''07/201 5 oD N h the Joint Details, unless noted otherwise. Refer to drawings 1611A-:fertandard plate positions. BC LL 0.0 PSF CA—ENG GWH/GWH A J li Alpine, a division of ITR Buildirgl'om wnents Group Inc. shall wt be responsible fur any deviation from this OREGON drwingi any failure to build the-truss i conformance with ANSI/TPI 1. or fur handling. shipping. SI AN irw COMPANY installation.bracing of srussea. •9 VAb ie...e.20,1144 C, TOT. LD. 42.0 PSF SEQN- 159748 A seal on this griming Cr cover Peg.listing this drawing. Indicates soceptesea of prefeeelenel engineering responsibility solely for the design shown. The suitability end Ise-of this drawing for any structure is the oc 0 •N w DUR.FAC. 1 .15 FROM I KE 8331 Ruvuma Circle responsibility of the Delldled Dsslgner per ANSI/TPI I Seo.R. SacrNnclito,CA95828 For more information see this Jobs general noses page and these web sites:cc Renewal dale6190M0�3 SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:wwm.alpineltw.cam: TPI:wee.tpinst.urg:pwTCA: s.shee safe.or cindustry.com: ICC: wg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - N) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC Di.4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :M2 2x4 OF-L #2(g): Wind loads and reactions based on MIIFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2,00. Fasten rated sheathing to one face of this frame. 71 10 / //:// 5-2-0 1 / M2 X 0 0 0 0 _ g 0-0 d ,,..,/,,/,/,/,/,/,//////////,///// / .///////// i< 1 . Ic 4-8-4 3"12 I —5-0-0 Over 2 Supports R=178 W=5.5" RL=277/-50 R=85 PLF U=71 PLF W=4-6-8 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) ,Ep PROp . PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01 .0 •a. Sip OR/-/1/-/-/R/- Scale =.5“/Ft. Truss Components of Oregon 503 357-2118 e•sARNINBief READ AID FOLLOW ALL NOTES OH THIS BRAVING' �G I �� TC LL 25.0 PSF REF R7175- 55353 pp ll )) ••11PORTANT” n1RN15N THIS ORAolhe TD ALL CONIAAC70R5 INeWOIN6 THE INSTALLERS. CJ 825 N 4th Ave;Cornelius 0A 47113 n fabricating. lame n g g. 19675 P. Trusses require extreme.re , g. shipping, ,stall in and brad Rarer to and T l law the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior a r • TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers shall provide temporary bracing per Unless noted Otherwise, +r ,Otilika top chord shall have properly attached structural sheathing he rtr and bottom chord shell have a pnell attached 41111111k,rigid gnssheFabenen letit f es shell have bracing Installed per BCS BC DL 10.0 PSF DRW CAUSR7175 15097208 All Ta ...!lona B3. D7 or B10, ea applicable. Apply plates to each face of trussand position as shown above and on V07/2015 A'1 Che Joins S tolls, unless noted otMrwlsen ReTer to drawls p 160A-Z forstanderd plate pions. - II NI 1 Alpin°, a tlivisiun uT In Building---.enta Group Inc. shall.a,t be raspumibla Tar any Wvlation Tru.chis OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inetalletian&bracing of trusses. y "an.20,i#4° �Qa TOT.LD. 42.0 PSF SEQN— 159596 A wed on this drawing er ewer page listing this drawing, Indleatee acceptance of profeawieeSI engineeringr. responsibility solely for the design ala . The suitability rid.re of toile drawing for any structure Is Sb. -1-0L D W• DUR.FAC. 1.15 FROM I KE 105l EcvallaClrele responsibility or the Building Designer par ANSI/TPI 1 Sae.2. SatnInlOW,CA95828 For more information see this Jae''g°"er•' notes p+°°°^°these web sites, Renewal date 6130/2015 SPACING 24.0" JREF- 1VFG7175Z11 ALPINE:www.alpineire.com: TPI:aww.tpinet.org: WTCA:a.r.sbcindustry.cow: ICC:www. sare.orel THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. • (0415040--FOUR D CONSTRUCTION CO. —LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR — N1) Top chord 2x4 DF-L #1&Bet.(g) (I) - plates so marked were sized Using 0% Fabrication Tolerance, 0 degrees Dot chord 2x4 DF-L #2(g) Rotational Tolerance, and/or zero (Positioning Tolerance. Webs 2x4 DF-L Std/Stud(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in :Rt Bearing Leg 2x6 HF #2: roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead toad is 2.00. 11 4X5(1)0 //J �� //4 /� 6-10-0 10 / 3X5# // M■ 410-7-0 --S 1 II I ■ +9-D—o 'a 3X5= 1.5X4 III 3X5(R) til L.1'.� L1-6-8� 1 1"12 4-B-8- 11. 5-5-8 Over 2 Supports R=280 W=5.5" RL=109/-55 R=379 U=75 W=5.5" Design Crit: IRC2012/TPI-2007(STD) s PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . FSS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Cofnponents of Oregon (503)357-2118 „I�p� ;; I l'e READ AND DOWN ALL ONES ON THIS mwiNel g �G I gyp/ TC LL 25.0 PSF REF R7175— 55354 -7hl R FURNISH THIS DRAININ TO ALL CONTRACTORS immul)IN6 THE INSTALLERS. � Y 825 N 4t Ave,Cornelius 0 97 13 Trusses require extreme re in fabricating, bandlln?, shipping, installing nd bracing. Refer to and follow • 19575 P y TC DL 7.0 PSF DATE 04/07/1 5 the latest edition ofBCSIt(Building Camponent Safety Infonsstion, by TPI and WTCA) for safety Practices prier to performing these functions. Installers Shall provide temporary bracing per SCSI. Unless noted otherwise. • } top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 15097225 rigid ceiling. locations shown for permanent lateral restraint of webs shell have bracing Installed per BCS1 'J A IF) NI H T sections B3, g]or B10as applicable. Apply plates to each face of trusstand position as shown above and on the�a;nt Details, unless opted ptherw;ae. Refer to drawings 160A for a ande�d plate p"aitiane. 0 1/7/20 15 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITA Bd the p ussipine s oraup Inc. wall ,v+t be respunsipia fur any devlatlan flus this OREGON f drawing, any failure to build the truss i u,nfurns'anu with ANSI/TPI ,. err far handling, shiPPing, TOT.LD. 42.0 PSF SEQN- 159588 AN ire COMPANY ins'callat;on doming of trusses. 0I _ A ea en this doming or cover plgn listing this drawing. indlostae soceptenee of pfPer a ynsl engineering 7 Van-zo.`S.0!� G_ OUR.FAC. 1 .15 FROM I KE reeponeiblilty solely for the design shown. The suitability end w of Nie drawing for any str,sture Is Lha �O4IJ Y�. 8351 Rovers Circle responsibility or the Building Designer per ANSI/TPI 1 Sen... Saoamcntg CA 9582S For more information see this jcib•s genera'nos page and these web sites: SPACING 24.0" JREF- 1VFG7175Z11 r ALPINE:www.aipineltw.com: TPI: eww.tpinst.org, WIC,ewe.sbclndustry.coe: ICC:www.iccsafe,org Renewef dale BJ80f2DiD 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - N2) Top chord 2x4 DF-L #1&Bet.(g) (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Bot chord 2x4 DF-L #2(g) Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 DF-L Std/Stud(g) :Rt Bearing Leg 2x6 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. A 4X5(I)�i/y / 4 // j / 7-6-11 r 10 / 3X5 i ' n. 4_10-7-o / ,Ism 1-0-0 M 4_9-0-0 f zlil 3X5= 1 .5X4 III 3X5(R) III Lel' -2-4-15- 1"12 4-8-8z I15-5-8 Over 2 Supports R=251 W=5.511 RL=121/-59 R=472 U=98 W=5.5" Design Crit: IRC2012/TPI-2007(STD) � PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.►. Fr OR/-/1/—/-/R/- Scale =.3125"/Ft. .AWARNINGIaw READ AND FOilir ALL MOTS OM THIS DRAWEE! Al, G `�� TC LL 25.0 PSF Truss Components Of Oregon 503))357-_IIS mel T am FURMISH THIS DRAINS TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0.5 C1 IN t",� OA REF R7175— 55355 • 825N4th Ave,Cornelius OR97113 Trusses extreme Y require a ng, handling. shipping, installing and bracing.Refer to and rnnoe 19575 P '9 TC DL 7.0 PSF DATE 04/07/15 the latest edition pf BCS( (Building Component Safety Information. by TPI and PTCA) for safety practices priori. TB to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, r r f op chord shall have properly attached structural sheathing and bottom chord shell have a properly attached ,� BC DL 1 0.0 PSF rigid calling. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS( / ..-�,. DRW CAUSR7175 15097209 sections 83. B7 or 810. es applicable. Apply plates to each face of truss and position as shown above and an I � 7.,::---.0::::::::::-:::::-...7:7..%.:::.::oraslrgs 16oA-z Tor standard plata cos idiom. I •11 P3 N `-. Int. ,hall sat he respunslbla Tar any deviation fro.this 0'107/2015 BC LL 0.0 PSF CA-ENG GWH/GWH i drawing. anyfailure to build the truss in ovnfordante with ANSI/TPI t, or fur nandling, Shipping. OREGON • W COMPANY Instal ration A bracing of trusses. AN RT0 .4 TOT.LD. 42.0 PSF SEQN- 159591 • A reel on this drawling or sever page listing thin droning. inductee aooaptance of professional engineering I wAn.20.ig� ' responsibility solely for the design sheen. The suitability and sae of this drawing for shy structure Is the Pr O m��/ DUR,FAC. 1 .15 FROM IKE 8351 Rovono Circle responsibility of the Building Oesig or per ANSI/TPI 1 Sso.2. 1. Sacramento,CA 95828 For more information see this job's general noses page and these web sites: s ALPINE:ww.alpineltw.com; TPI: ww.tpinst.org:PTCA:sw.sbcindustry.com: ICC:wvw.lecsefe. .orgi SPACING 24.0" J RE F- 1 VFG7 1 75 Z1 1 . 13 ammo)dble 8180/201 s - MS DWG PREPARE() FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - N3) Top chord 2x4 DF-L #1&Bet.(g) (I) - plates so marked were sized using 0% Fabrication Tolerance. 0 degrees Bot chord 2x4 DF-L #2(g) Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 DF-L Std/Stud(g) :Rt Bearing Leg 2x6 HF #2: 120 mph,wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 0L=4.2 psf, wind BC DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5(I) / 71 y 10 y 6-2-11 3X5�i 0� 10-7-0 � ,Ii -0-0 �h �� W 0 9-0-0 3X5= 1. X4111 3X5(R) III 19"121 1' 2rr 4-8-8 • 1 2 F5-5-8 Over 2 Supports R=296 W=5.5" RL=99/-51 R=309 U=58 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .Po 'i f l� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components on 503 357-2118 ••WARNING(•• 411.6 AND FDunw cit I[ITES ow THIS DRNINGI REF R7175- 55356 p S ••IIP6TAYr•• Puwlsa ells 66A�II6 m Au coMi6Ac7D4s Ilew611n r1E INSTALLERS. �� 3INF 'ID TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 971 l3 c� d LC,Q Trusses require extreme cars in fabricating, handling. shipping. installing and bracing. Refer to and follow 11)575p TC DL 7.0 PSF DATE 04/07/1 5 the latest edition of SCSI (Building Component Safety Information, by TPI end wSCA) for safety practices prior to Performing these functions. Instsilersshall Provide temporary bracing per SCSI U less rated others iso. � I ap chord shall have Properly attached struptarai she.thing and bpttp.chard sh li he properly Mtathed BC DL 1 0.0 PSF regia teeing. I,p�ec mna ahoy fpr peran.nt Iatwral reatrelnr gr webs ah.0 h b i g moron ed per scsl -��.7:,, DRW CAUSR7175 15097210 iLJ aectlons Ba, B7 or 616, sa eppllcable. Apply pl Mas tp each lace of tru and position as shown above antl m All �i_ the pint Scroll,. anle,a noted ath.raap. R.far tp dra.inga,BBA-z fpr'tande d plat.pea tia�. n 0'107/2015 BC LL 0.0 PSF CA-ENG GWH/GWH A II I Alpine, a division of nM Building Components Group Inc. shall mt eapunsiola Tur any deviation from this drawing, any failure to build the truss in conformance with ANSI TPI 1, ur for handling, ahipPing. OREGON AN TM/COMPANY installation I,bracing of trusses. TOT.LD. 42.0 PSF SEAN- 159594 A soma en this drooiiq ar nosey peg.I fauns thea droolry Indibatee.ea.ptnee of prefeaalen.l enghaerl a9 �a0.20.Jiro- r.eppnelbillty alely n.r a..a.e16g etee.. The ouirability ace w br mle doing fpr at...er la is u. x351 RovoioCiicte rapan.lbllity of the calming Designer per ANSI/17I 1 Soo.2. ROL O W �1� DUR,FAC. 1.15 FROM 1 KE Saoramento,CA95628 For more information see this job's general notes page and th.>se web s' ALPINE: .eipineite.com: TPI: wun.tpinst.org: wTCA:waSPACING 24.0" JREF- 1VFG7175Z11.sbcinduatry.comi ICC:www.lccsafe.org - R4Dewel d6lG 8139IZ0'I$ • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - P) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bat chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on NN9FRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets Lf360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III 3X54 10 / 2-8-0 /400:4111; 1-0-0 / I. If W ca 9-0-0 3X5= 1 .5X4 III L 1 ' J 1"12 3„12 1-6-8 11712 1-10-4 2-0r-_0 Over 2 Supports R=180 W=5.5" RL=40/-28 R=70 U=19 • Design Crit: IRC2012/TPI-2007(STD) s PR•p� PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.O1.Pdo 's .Ss, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 „l y**WARNISI;TrRiEADIS AN DRAINING m�uCONTRACTORS� IS DIU INCLUDING I INSTALLERS. ,may x113tN4tc�y 02 TC LL 25.0 PSF REF R7175- 55357 82.5 N 4th Ave,Cornelius OR 97113 Trusses require ettraee care in fabricating. handling, ng. ng. ng, shipping. , telling and brach Refer to and follow 19575 9 TC DL 7.0 PSF DATE 04/07/15 the latest edition of BCSI (Building Component Safety Information by TPI end WTCA) for safety practice prior t/ • to performing these functions. Installers w shall provide tepe wary bracing per BOSI. Unite.noted otherwise, top chord shall have properly attached tached strutural sheathing and bottom chord shall have a properly attached rigid ceiling. locations show,for perawnent lateral restraint of webs shell have bracing installed peracst BC DL 10.0 PSF DRW CAUSR7175 15097211 h sections 83. B7 or ala. ee applicable. Apply plates to each fete of truss end position es shown above and on ^n • 0 II^ I _, the Joint Details, uniera noted otherwise. Wafer to drawings 1900.-:far standard plate positions. 0 •07/2015 BC LL 0.0 PSF CA—ENG GWH/GWH All- . �I I Alpine, a division of IA Building Components croup Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/7P1 1, or fur handling, shipping' TOT.LD. 42.0 PSF SEQN- 159761 AN irw COMPANY installation b bracing of trusses. a� A sal on this drawing or cover pap listing trite drawing, Indicates aaaaptanoe of professional engineering • V®1.20,tg� — reepeneibillty solely for the design also. Ti..Suitability and an.of thfa drawled for any etr.etmre Is the ��r as •�� DUR.FAC. 1.15 FROM IKE 8351 RovaldCiltk r..pon.ibllity or the Building Resigner per ANSI/TPI t Sen.2. `L `- Sacramento,CA95828 For more Information see this jobs general notes page and these web vitro' SPACING 24.0" JREF- 1VFG7175Z11 es ALPINE:wmm.olpireitw.can: TPI: w .tpinst.org: WTCA:wmm sbmndesery.com: Ito:wdw.lccsafe.org Renewal date 849012015 _ 1 i a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - X) Top chord 2x4 DF-L #2(g) 120 mph wind, 21.06 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 OF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on NIWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III r • 10 11,://:::::: / 5-11-6 / 1 .5X4111 / Al . 1-0-0 n . ■ 118-0-0 1 OEME01 3X5(R) III 3X5(R) III L.1 ' 1"12 z 5-7-12 ?LL lit 5-9-8 '1 `< 5-11-4 Over 2 Supports ={ R=342 W=5.5" RL=123/-49 R=256 U=65 Design Crit: IRC2012/TPI-2007(STD) M PR♦F PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.O1.!.0 :F3 - S� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre on (503)357-2118 e'WARNING!.. READ MD FOLLOW ALL NOTES ON THIS DRAPING! O." �G IN O 411 Z TC LL 25.0 PSF REF R7175- 55358 l) S R ••IMPORTANT•• FURNISH THIS CRAVING TO ALL CCOURACrm15 INCLUDING THE INSTALLERS. $2$N4i Ave,Cornelius 97 I3 Trusses require extreme re in fabricate handlin she ng and g• d 'y nn g, aping. Inaialli bracing.Refer t and folios 19575 P TC DL 7.0 PSF DATE 04/07/15 the latest edition of SCSI (Building Component Safety Information. by TPI end grCA) for safety ted otherwise. th prior r o performing shell these functions. Imbed shall provide temporary bracing per SCSI. finless noise orbs 1 e. • r cop chord have properly attached structural sheathing att bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 15097226 11116 rigid telling. Locations shown for permanent lateral restraint of webs shell have bracing Installed par ecsl '' ./ A 11 L D I1 N e sections 83ai or 810. as noted other. Apply Refer to to each face of toil and peartlte as stion above and on cin Joint Details, unless meted otherwise. Refer to drawings,eGA_z for standard alar.positions. 0 '07GO 5 BC LL 0.0 PSF CA-ENG GWH/GWH l Alpine, a division of 1T.Building Components Group Inc. shall not be responsible for any deviation from this ,'07/201 draw, . any failure w build to'truss .n conformance with ANSI TPI or for handling. shipping. TOT.LD. 42.0 PSF SEQN- 159567 AN ITW COMPANY installation&bracing of trusses. A sealsever aw on this drawing Crer ser page listing this drinp Indicates aeeeptne of profession..engineering V°fl•20,10 4 ,mapenelbility solely ter the,beige show,. The solvabileaiwty end use of this drawing for any Strutter. is the RO`r D N DUR.FAC. 1 1 5 FROM IKE 8351 Rums Ciltle responsibility of the Building Designer per ANSI/TPI I S .2. W. Sacramento,CA 95828 For more information see this Jobs general notes page and these web a. SPACING 24.0" JREF- 1VFG7175Z11 i ALPINE:ww..elpinaitw.com: TPI: ees.tpinst.org:WTCA:www.sbciMuatry.com: ICC:wea.iccsafe.onrg Renewal date 5/8012015 1 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (3415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - X1) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x8 OF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 68 plf at 0.00 to 68 plf at 5.94 :Lt Stub Wedge 2x6 HF #2: BC- From 10 plf at 0.00 to 10 plf at 5.94 BC- 209.33 lb Conc. Load at 2.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 1559.35 lb Conc. Load at 4.00 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Wind loads and reactions based on MWFRS. roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=6.0 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III A / // 10 F--/" 5-11-6 /:;////// i T liil ■ 1-0-0 • M 3X5 III 4X8(G1) III 5-9-8 1"12 l5-11-4 Over 2 Supports —a' R=880 U=89 W=5.5" R=1353 U=172 Design Crit: IRC2012/TPI-2007(STD) --�F PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01 .'+,563 Fps OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •seWARNi1Wii. READ AM FOLLOW ALL N0TES DR THIS DRAR(wl ��5 �GINEIcn X02 TC LL 25.0 PSF REF R7175- 55359 825 N4t11 Ave,Cornelius OR 97113 ae IIPORTANree FURNISH THIS WARM TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a "r Trusses require extreme re In fabricating, handling, shipping. Installing and bracing.Refer t a.full. 19575 P. - TC DL 7.0 PSF DATE 04/07/15 the latest edition ofSCSI (Building Component Safety Information. by TPI and WFCA) for setety precticea Prior f ' to performingchrhe these functions. Installersachstructural shall provide temporary bracing per 13051. Unless noted otherwise. V. op cooed shell hove properly attached strum rel rel restraint and bottom chord shal shall have a properly dtper SC ,/ f/' BC DL 10.0 PSF DRW CAUSR7175 15097212 rigid ceiling. or 810,ne shown for e. Apply plates restraint of webs shell hove bixins Installed per d e / All T• sections Sa. R7 or 610. a applicable. App n:plates to each taco of trussand position as shaven above end this O, 07!20 15 �N1 1- ' one Jrinc Detaua, uni ns n tea atn•rwi p. a.r.r ea tlreri,gs t60A-Z rorte^lard plat.paaitians. BC LL 0.0 PSF CA-ENG GWH/GWH opine. a ave emn ar ITg Dm lm ng caepanente craav Ix. soon ac b•rraponelple ear any aeviac:an era.ra is OREGON drawing. any failure to build see truss in conformance with AMSI/lpl 1. or for handling, snipping. TOT.LD. 42.0 PSF SEQN- 1 59660 AN 17W COMPANY installation a bracing or trusses. .rR A pal on Nle drwllg or sever page listing this drawing. Indite..aeeepewller of professional engineering 7 "on.20,ig9 e.' raepolulhiliq solely for w design Mean. The suitability and use of this drwtng for limy.trptture Is the �O�O vi,N DUR,FAC. 1 .15 FROM I KE 8351 Rovena Circle responsibility or Oh.A,lIdlag Designer per A161/TPl 1 Sw.2. Sacmmcnto,CA 95828 Far more information see this job's general notes page end these web sites: SPACING 24.0" JREF� 1VFG7175Z11 ALPINE:ap.alP ire ltw.con; TPI: uwn.tPlnat.ors:YITfA:ww.sbclMusery.cae: ICC:veal.Iccsafa.ar9 Renewal dale 6!3012015 I l 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DINERS IONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CG) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 66 plf at -1.60 to 66 plf at 2.40 :Lt Stub Wedge 2x6 HF #2: TC- From 33 plf at 2.40 to 33 plf at 9.35 BC- From 5 plf at -1.60 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 2.40 BC- From 10 plf at 2.40 to 10 plf at 9.35 120 mph wind, 21.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- 39.87 lb Conc. Load at 2.40 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- 76.69 lb Conc. Load at 2.98 BC- 123.46 lb Conc. Load at 4.96 Wind loads and reactions based on MWFRS. BC- 187.72 lb Conc. Load at 6.19, 7.52 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 2.00. 1.5X4 III f i 3X5 // I% 6.25 5-10-6 N. mi 1-0-0 / I/I, WWI WI 18-0-0 3X5111 3X5(R) III 3X10(G1) III Lel-7-3J 2 5-0-0 4-Z-7 5-0-0 4-4-3 9-4-3 Over 2 Supports ={ R=658 U=119 W=7.867" R=595 1.1=109 Design Crit: 1RC2012/TPI-2007(STD) Q-op... PLT TVP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ,rra 3 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOregon 1503357-2118 •`WARNINGI•• READ AND FOLIO'ALL NOTES oxTHIS ggABINGIc`5 �G1N.4 spy TC LL 25.0 PSF REF R7175- 55360 825 N 4tri Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISHTH rcISH IS DRAWING m ALL COI/TRACTORS INCLUDING THE INSTALLERS.g Trusses require a t ens are in fabricating. handling, shipping. Installing and brach,. Refer t and Tut:. 19575 P 9 TC DL 7.0 PSF DATE 04/07/1 5 the latest edition ofBCSl (Building Component Safety information, by TPI and anCA) for safety practices prior s.- r to performing he hese functions. Installerschsir shall provide temporarybo bracing per all unless rated attached. ) f J tip chard shell have properly n for structural ral re taw andbatten=hoed shall have a properly d per /�" BC DL 10.0 PSF DRW CAUSR7175 15097213 rigid ceiling. or Bi lona shorn for e. Apeiy lateral restrains of feta shall nava tracing installed Par d o al/ A� [Ft)- 1 sections BJ. 87 or B1a as applicable. Apply plates to each face of trussand position as sheen obese end an the jai t Detrils. unless n ted ethe wise. Refer to draMngs 16UA_Z rartanderd Pieta pasltlons. 0,'07/2015 BC LL 0.0 PSF CA-ENG GWH/GWH L_ drawing, a division aP ITS Bd the truss inacon conformance Inc. shall net be for furihan Pur any deviation from this OREGON drari ng. any Tailor.to build the t"sa in Lanformanee fitL ANbI�TPI ,, or fee handling, chipping. TOT.LD. 42.0 PSF SEQN- 159577 AN ITW CfJMPANY ...I lotion s bracing or crosses. r cal on!hie drawing or cavae ppm listing this drawl indicates aaeaveanoe.f prof..atonal engineering 4j V40.20,00 6.7r reepons1b111ty amlely for the design shown. The aPitabilia and.r of this drawing for aro structure is the DUR.FAC. 1 15 FROM I KE N351 Roma Circle responsibility of Ur Building Designs par ANSIYTP1 1 Seo.2. rr�L � w. Sacramento,CA 95828 For more information see this job's general notes page and these web sites, SPACING 24.0', JREF- 1VFG7175211 ALPINE:fww.a 1pi rolta.can; TPI: aww.tpinei.erg:wrCA:ww.sbciMusery.con; IGC:w,.IccsaTe.orar SPACING nms n THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR, (0415040--FOUR 0 CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CG2) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 66 plf at -1.60 to 66 plf at 2.40 :Lt Stub Wedge 2x6 HF #2: TC- From 33 plf at 2.40 to 33 plf at 7.52 TC- From 66 plf at 7.52 to 66 plf at 14.25 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 5 plf at -1.60 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 2.40 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- From 10 plf at 2.40 to 10 plf at 7.85 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. PLB- 39.87 lb Conc. Load at ( 2.40, 9.04) PLB- 76.69 lb Conc. Load at ( 2.98, 9.04) Wind loads and reactions based on MWFRS. PLB- 123.46 lb Conc. Load at ( 4.96, 9.04) PLB- 197.72 lb Conc. Load at ( 6.19, 9.04), (7.52,9.04) Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Building designer is responsible for conventional framing. Truss chords under overframing must be laterally braced by sheathing or purlins. Extended top chord designed for support as shown; supporting structure and connections by others. / R=174 6.25 • 3X5e 1.5X410 8-5-0 40' N . 1-0-0 11611111111111111116111111111;16 6 +s-o-o r 3X10(G1) III 3X5111 4X5(R) III L1-7-3'6-2 6-5-6 > < 7-5-0 >I< 1 F' 4-6-0 3-2-8-�71 1 14-3-0 Over 4 Supports R=483 U=86 W=6.106" R=927 U=117 R=119 W=1.761" Design Crit: IRC2012/TPI-2007(STD) PLT TVP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0#.'* *PF- OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofOreon 1503)357-2118 eYWARNINGiae READ AND FOULS ALL Nora ON THIS WANING! S 3 ..IRPORTAW0 Fumanti THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C2 0GIN N O TC LL 25.O PSF 825 N4th Ave,Cornelius OR 97113 O ,S, y REF R7175- 55361 Trusses redo,.a trams care in fabricating, handling. shipping. Installing and bracing. Refer tu and follow 19575 P 9 DATE the latest edition sof Desl (Building Component Safety Information. by TPI end ITLA) for eatery practices prior o performing these functions. tInstallers shell provide temporary bracing per SCSI. unless notes otherwise, i." TC DL 7.0 PSF 04/07/1 5 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Odikhk rigid catling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI ."/ section.BS. a7 or Stu, as eppllceble. Apply pietas to each face of trussand position es shown above and a /, warilliir BC DL 10.0 PSF DRW CAUSR7175 15097214 All 'f O -N : ' the Joint Details, unless rated otherwise. Refer to tlraviryys IbGA-Z forsters artl plate positions. " I' ILL, � � Alpin., a divlsian sof ITW Rullding Cuvywn. s Group Inc. shall n t ea raspan.lple ter any da„Yatlan from in,. 0-'07/2015 BC LL 0.0 PSF CA-ENG GWH/GWH drawing. any failure to build the truss in cunfonnanoe with ANSI/71,1 1. or fair handling, shipping. 0 OREGON AN ITW COMPANY installation s bracing of trusses. 0r TOT.LD. 42.0 PSF SEQN- 159724 A psi on this dremi g er cover pogo listing this droving. Imitates soo.ptsree of professional engineering 7 VOfr.20 iw responsibility solely for the design.hewn. The suitability end use of this droving ter soy structure Is The A responsibility of the wilding Designer per ANSI/TPI 1 See.2. ".O N� DUN.FAC. 1.15 FROM IKE 8251 Roma Ctire� �. W. Sacramento,CA 95828 For more information see this Job's general notes page end these-ab sites: SPACING 24.0" JREF- 1VFG7175Z1,1 ALPINE:wew.elpineltw.can: TPI:wae.tpl nst.org;PTCA:wae,sbclndustry.con: ICC:wn.iccsafejorg Renewal dale 61302015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CG3) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x6 HF #2 • (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 66 plf at -1.60 to 66 plf at 6.28 :Lt Stub Wedge 2x6 HF #2: BC- From 5 plf at -1.60 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 6.28 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 76.69 lb Conc. Load at 3.01 BC- 117.41 lb Conc. Load at 5.07 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load Is 2.00. 1.5X4 III /g 6.25 4-3-0 1 0-11-13 iii II II ■ +s 0-o r .mm. 1 .5X4 Ill 3X10(G1) III 1.‹--1—7—3--›.1 k6-3-5 Over 2 Supports R=448 U=37 W=7.043" R=406 U=29 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.O1 .►,•i' 1 ��' t�S, OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon 1503)357-2118 •11011611/41..READ AND PouCp ALL RoIES ON THIS DRAIN'S! �� I M Lj 825 N4t Ave,Comellus OR 97113 "IMPORTANT** FURNISH THIS IMG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� G � � py TC LL 25.0 PSF REF R7175— 55362 Trusses require extreme re In febricating, handling, shipping. Installing and bracing.Refer to and folia, 19575 P TC DL 7.0 PSF DATE 04/07/1 5 the latest edition pf BCSI (Building Component Safety Information, by TPI and CTCA) for safety practicesprlor to performing-these functions. Installers shall provide temporary bracing per SCSI. Unless noted othe l� r .. top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached Cd ceili tions shown for est per y` )0001' BC DL 1 0.0 PSF m r g ng. Lope r e. Apply lateral restraint of fabs scall have tion as Installed pa acs / DRW CAUSR717 ..,„411 L�0O N 1 sections B3. 81 or Ste, as applicable. Apply plates to each face of truss end position as shown above end on r� / 5 15097215 the Joint Oetnils, unless noted otherwise. Refer to drat logs}6GA-Z fvrastoed plate pvsiiiuns. 0 07/20 15 Alpine, a division pf no Bdlltll.g ussponanta Group Ina. shall t ror fnsibie fir any tlppiation from this BC LL 0.0 PSF CA—ENG GWH/GWH drawing, any failure to build the truss In conformance with ANSI/iTP1 t, or fur handling, .hipping. OREGON AN ITW COMPANY Installation a bracing or trusses. •.I TOT.LD. 42.0 PSF SEQN— 159759 A Beal an this drawing Cr cover page listing this dra.Inp Indicates.ca.pt�va of profaaalan.l.lipinarlbe I `�+n. 0.'1g 2 � t<4.1?'' responsibility ealaly for the aaslgnlio. .n. The aultabll ity end use of thin dr IIng for Any.tr.stura Is aha 11351 RttosiCircle respansibi l ity or the ANSI/TPI 1 s.s.2.Building Designer per"RBIOCD W.N DUR.FAC. 1.15 FROM IKE SanmmcntgCA95828 For more information see this Jobs general notes page and these web sites: + SPACING 24.0" JREF— 1VFG7175Z1,1 + ALPINE:wew.elpineltw.com: TPI: www.tpinit.or8:RTCA,www.sbelndustry.com: ICC:Www.lccsefe,org Renewal date 6180/2015 I (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CG4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) (Lumber Dur.Fac. 1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std7Stud(g) TC- From 66 plf at -1.60 to 66 plf at 3.12 BC- From 5 plf at -1.60 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 pif at 3.12 BC- 39.87 lb Conc. Load at 2.48 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6 .0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III 6.25 P 3X5 i 2-7-0 0-11-8 V • 9-0-0 3X5= 1.5X4 ID L--1-7-3-- 1"12 1-7-3-J1"12 3"12 it� 2-8-0 _�_J 2-11-12 '1 1.c. -1-8 Over 2 Supports J R=284 U=29 W=8.804" R=137 U=13 Design Crit: IRC2012/TPI-2007(STD) __ PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0. fs- �' Fi_c, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-2118 w WtN1NG'ee RFA M0 FOLLOW ALL MOTES ON THIS ORANINOI SQTC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•IIp011TRYr•• FURNISH THIS DRAWING*°ALL CONTRACTORS INCLUDING TME INSTALLERS. ��5 aG I N FfiA REF 87175- 55363 1- Trusses require extrema core In fabricating, handling. shipping, installing are bracing. Refer w am talion 19575 P. 4. to latest ng ties of SCSI ti nBuildhg CoapoInstallers entshall safety Ie temporary by TPI spa SCSI far safety practices Prlor� ;� TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Ins411ars shell provide teinporpry pricing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI // AV- BC DL 10.0 PSF DRW 15097216 ArI e� sections a], 67 or atp, a eppllcable. Apply plates to each face of trues and position as shown above and on (' R� /'- CAUSR7175 1 �Ill ,)Jj r I the Jalnt Oetaus. unlaasaMted atlerwlae. Rarar is draw'ngs 7:::z far:Land:::plata poo Klan:. V• 07/2015 BC LL 0.0 PSF l I `moi, I , Alpin:, a y failure of ITN Buiih t Components Group lnwi elan ,wrt 0a rorpfur pie far any:.pietism from chi: CA-ENG GWH/GWH :rw irg, :try tailor.to buil:the cruces in conformance with ANSI/TPl 7. or far handling, shipping, ^ OREGON C) AN ITW COMPANY installation B bracing of trusses. .r TOT.LD. 42.0 PSF SEAN- 159766 earl enhio drawing or..awn p.p.lifting thio drawing, Indle.te.....pa n.•of professional engineering ]�Vee.20,0,0 e' responsibility agilely for the Desigesignner Moan.per The suiTPI 1bl .2 and e..of this drawing for any structure Is the stn w• DUR.FAC. 1.15 FROM IKE 8351Rowm Circle rporaibll icy of the Building per ANSI/TPI 1 Sem.2. Sadao Mo,CA95828 For more information s this jab's general notes page and these web sites: SPACING 24.0'1 ALPINE:wa.elphaib.com; TP1:www.ipinst.org: NTCA:mew.sbcindustry.tom: ICC:www.lccsere.prg J REF- 1 VFG7 1 75Z1 1 i Renewal dale&3012015 l (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.20 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III 3X54 10 / c -1-- / Ill ,":.:////' 2-2-11 1-0-0 011O "�iJ18-0-0 3X5= 1 .5X4111 Lz 1' 11.E 1-2-2= z 1'-7 1-3-14 1-5-10 Over 2 SuRports R=163 W=5.5" 1 R=40 U=23 RL=40/-26 1 Design Crit: IRC2012/TPI-2007(STD) __ PLT TYP. ITWBCG Wave FT/RT=2% 0% /4 0 15.01 ,•. ' _ ( ) (- ) Fs OR/-/1/-/-/R/- Scale 5"/Ft. Truss Components of Oregon 1503)357-2118 eYWARNIRNI ie HEMI AND FOLIO Au NOTES ON THIS MINDING ! (, a +. spy TC LL 25.0 PSF REF R7175- 55364 825 N4tth Ave,Cornelius OR 97113 "I T FURNISH/HIS DRAWING*R ALL CONTRACTORS Ilewolwc nle INSTALLERS. �5 G 1Nar Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and fuilne 79515 P the latest edition of BCSI (Building Component Safety Information, by TPI end.TCA) for safety practicesprior L. r TC DL 7.0 PSF DATE 04/07/1 5 ... to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shell have properly attached structural sheathing and bottom chord shell have a properly attached p rig itl ailing, Loeatlons Shawn for pennenant lateral rostra lee of.abs atoll neve bracing Inatellad par BCsi ,, , ,.-. BC DL 10.0 PSF DPW CAUSR7175 15097217 Ali 0�0 sactlons 8], R1 er Bid, es appllcaele. Apply plates to each feta of era and position as shown above ane on II L the Joint Details,unless noted otherwise. Refer to drawings 160A-C forsstendara plate positions. (1720 15 BC LL 1 Alpine, a division of ITR Building components Group Inc. shall nut be responsible for any deviation frets this 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss in conferment.with ANSI/TPI 1, ur fur handling, shipping, OREGON AN Irv/COMPANY installation i bracing of truasws. 0 7:000/1;" TOT.LD. 42.0 PSF SEA Seel an this drawing ar cover pep.listing this drawinngp Indicate aaaeptaree of prafsasianal ineeri 9Aa VSA.,jell 1 �� QN- 159561 responsibility solely for the design whose, Tia suitability end w of this drawing for ally structure le the /'18351RovgnuCircleresponsibility of the building Design par ANSI/TPI 1 Sea.=. O`O ,S •NDUR.FAC. 1.15 FROM IKE Sg rnaito,CA 95828 For more information see this job's general notespage end these web sites: �• SPACING 24.0" ALPINE:ees.cipineitw,com; TPI, aww.tpinst.org; WFCA:wn.sbcindustry.ccc, ICC:www.lcceafe.org i JREF- 1 VFG7 1 75Z1 1.� r , Benevialciale W80r1015 t (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.86 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #2(g) roof. RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III A 10 /." /"/ • / 3-6-11 1.5X4111,,/,///// L � ' Ate_ il leel 3X5(R) III 3X5(R) 1' 1"12 1"12 �c 2-9-5 1''i; 2-11-1 1.L3-0-13 Over 2 Supports R=221 W=5.5" RL=68/-35 R=123 U=36 Design Crit: 1RC2012/TPI-2007(STD) 4 PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .'0 5 FS,o OR/-/1/-/-/R/- Scale =,5"/Ft. -Floss Components'ofOre n (503 357-2118 Ye INClea READ AND FOLLOW ALL ONTRA ON THIS DRONING! y REF R7175- 55365 825 N4th Ave,Cornelius bOR 97113 ...IMPORTANT., FURNISH THIS DRAWING m ALL N�1 FFA O TC LL 25.0 PSF CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extrema care In fabricating, handling shipping, installingand bracing. Refer to and follow 19575P _ the latest edition of 8051 (Building Component Safety Information by TPI and 'r(:A) for safety practices prior JP- f'� TC DL 7.0 PSF DATE 04/07/15 to performing these funitlons. Instillers shall provide temporary bracing per SCSI. unless rated otherwise, 4,1101 Y top chord shall neve properly attached structural sheathing and bottom chore shell neve a properly attached per y 1 :4BC DL 10.0 PSF rigid caning. locations moan for e. Apply lateral restraint afa of feta shall have tracing Installed per d o DRW CAUSR7175 l .atuana ea. BT or Bio, as appncatla. Apply Platas m each roe of truss did position a:shown above and an 15097218 ,4 Q1-^ ' ine olnt Details unless wide atnerfi se. Refer to dra�ings 160A-Z rorssta Mara plate poo it ions. 0,'07/201 5 J�---+ ' \�11 I Alpena, a divia ton qr lTw eending Cnapunant,cre"p inc,shall,h,t to raapanaima car.ny da�latian from rhfa OREGON BC LL 0.0 PSF CA-ENG GWH/GWH i drawing, any failure to build the truss in eunTurfance with ANSIITPI 1, ur cur handing, snipping, G� J AN ITW COMPANY Installation a bracing of trusses. .�'1-0/.. "sn 20,1g-dal �, TOT.LD. 42.0 PSF SEQN- 159563 . A seal an thin drawing or sever page listing thio drawls. indieetes aeaepteree of prafatlenal engineering responsibility w1e1Y far the aMlpn.Man, The su1Lbllity and use of this drawing for any structure Is the / . N —n 8351 Roma Circle r5555 51bl I It.of the Building oawlgnar per ANSI/TPI 1 s.e.2. OLID W, ` DUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more Information see this Job's general notes page and these web sizes: J REF- 1 VFG7 1 75Z 1'� ALPINE:www.alpineitw,cem, Tel aww.tpinet,org:eTCA:maw.sbclndustry.com; ICC:wme.iccsafe,org i Renewal dale 6190/2015 SPACING 24.0" 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ3) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.53 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design, Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1 .5X4 III 1 // •G • 0 // / � // 4-10-11 / 1.5X4 III 1 !- 1-0-0 J, 18-0-0 / 3X5(R) III 3X1I5(R) III lc 1 . 112 1"12 4-4-9 j'Jl 1112 4-6-5 • • • 4-8-1 Over 2 Supports R=287 W=5.5" R=198 U=51 RL=98/-43 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TVP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .► FS,y OR/-/1/-/-/R/- Scale =.511/Ft. - Truss Components of Oregon 1503)357-2118 aYARAINOI••READ AND FOULS ALL PARES DR THIS DOMING! c? �G�EF� 02 TC LL 25.0 PSF 825 N 4t1 Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH TH!S Nova To ALL coNTRACTDRs INCLUBING THE!RSTAUERs. REF R7175- 55366 Trusses require e treme re in fabricating handling, snipping. installing and bracing.Refer to and follow L! 19575 P �t TC DL 7.0 PSF DATE 04/07/1 5 the latest edition of BCS! (Building component Safety information. by 7PI and'AICA) for safety practices prior e to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly etteohed structural sheathing and bottom chard shall have a properly attached `. s,, BC DL 10.0 PSF 04164, rigid ceiling, locations shown for permanent lateral restraint of webs shall have bracing installed per acs! DRW CAUSR7175 15097219 ctlonsB3, B7 er R10. as applicable. Apply plates to each face of true and position as shown above and o O ,O�/20 e _ ' the Joint Data Vls, unless rested otherwise. R.Ter to draw ergs l6oA-Z for sUnde rd plate pasiYlons. G 5 A Lei]N t BC IL 0.0 PSF CA-ENG GWH/GWH I Alpena, a dieialp„of ITR Building Components Group Int.•hail Kot he reaponaible far any dwlatian craw this OREGON drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping. AN ITW COMPANY installation a bracing of trusses. f9 1,,� 20 19gro TOT.LD. 42.0 PSF SEQN- 159565 w, . A pal this arming or cover pap Il.ting this drawing. Indicate*ecoeptance of prof aeloni.l engineering - responsibility solely for Stu design.axes. Tine suitability and use or trie drawing for any structure I.the OCD W•N..% DUR.FAC. 1.15 FROM I KE 11351 Raves Cilclt r..ponelbility Br the Building Designer per ANSI/TPI 1 seo.2. SBCIBmcni5CA95828 For more information. this Jab's general notes page and these web ales; SPACING 24.0" JREF- 1VFG7175Z111 ALPINE: .elphneltw,cen; TPI:NGOs.pinst.org;RCA:www.shcindustry.com: ICC: .lccsafe,erg i, Renewal dale 6!90/2015 1 ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. —LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR — CJ4) Top chord 2x4 DF-L #2(g) 120 mph wind. 19.36 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Sot chord 2x4 OF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III B 0 p 3X5% .7- / 2-6-9 1-1-0 , / hilr_ ` �! +16-0-0 /7 3X5 - 1.5X4 III X5=1.5X4III Lel-3-0 ,.J 1"12 1-10-10 .,3,J c 'I W 2-2-2 2-3-14 Over 2 Supports R=214 W=5.5" RL=47/-25 R=77 U=21 Design Crit: IRC2012/TPI-2007(STD) PRI► PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .P0 s FS+� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on 503)357-2118 "WARNINGIwa READ AND FOLLON ALL."orb ON THIS DRAWING! G iN� iO 825 N4th Ave,Cornelius O}�97113 "'DANT`" FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� ‘419675P 1 sl„y 2 TC LL 25.0 PSF REF R7175- 55367 Trusses require extreme care In fabricating, handling, snipping, installing and bracing.Refer to aw folio. 19875 P the latest edition of BCS!(Building Compo nt safety Information, by TPI end rrCA) for safety practices prior a �r TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Instaliersshal1 provide temporary bracing per SCSI. Unless noted otherwise, �t op chord shell have properly.trached structural sheathing end bottom hard shell have a properly attached BC DL 10.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! sectionsTo B3. BT or BTG. as applicable- Apply plates to each face of trues and position as shown above and on � "� DRW CAUSR7l75 15097220 the Joint Details, unless.luted otherwise. Rarer to drawings 16GA-Z for standard plate positions. 0, 07/2015 A L�lil N I Alpine, a tlivision of ITN Bulltlinp Cumpu ants Group Inc. Ghali cat bo recp calci.far any emulation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, anyfailure to build the truss in conformance with ANSI/TPI 1. or fur handling, shipping. AN ITW COMPANY installation&bracing of trusses. es TOT,LD. 42.0 PSF SEQN- 159573 A seal en thea errs r ewer a� `44.20,19 -respeneibll Ity solely time design`listing The`wtllnebilley�end use of this drawingg"foor any structure Iris t.. Roto `w+ N� DUR.FAC. 1 .15 FROM I KE 8351 Rbvww Clile responsibility of the Building Designer per ANSI/TPI 1 Sea.2. yy• ----- Sacramento,CA 95828 For more Information see this Jobs general nos page and those web sites; SPACING 24.0" JREF- 1VFG7175Z11, ALPINE: Ipinelta.com: TPI: .tpinst.org;NTCA:www.aboinduaery.com; ICC;www.lccsafe.erg i Renewaldsle819W2016 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ5) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.19 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6 .0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5, 1.5X4 III 8 ....--- 3X5 3X5% 4-2-9 1-0-0 M J 18-0-0 V �r IAMOM 3X5(R) III 1.5X4 III L ,-3-O 112 4-4-10 . 3 j 1 �z 4-8-2 "-I k4-9-14 Over 2 Supports > R=310 W=5.5" R=198 U=38 RL=83/-33 Design Crit: IRC2012/TPI-2007(STD) • PR.,. PLT TYP, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.04 : eS� OR/-/1/-I-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-2118 •.VARNINGI•. READ AND FOLLOW ALL NOTES ox THIS DESIRING! s2s N 4th Ave,Cornelius O) 97�13 "IIPORTANT FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING TIE INSTALLERS. 6; N:%Whiz- is',..Oy TC LL 25.0 PSF REF R7175- 55368 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575P TC DL 7.0 PSF the latest edition of SCSI (Building Component Safety Information, by TPI and AICA) for safety prd Otter Prior DATE 04/07/15 to performing these functions, installers shall provide temporary bracing per SCSI. Unless noted otherwisOliglikk e. r top chord snail neve properly attached structural sheathing and bottom chord shall have a properly attached J rigid ceiling. Locations shown for permanent lateral restraint of soba shell have bracingInetallad p eCsl f�'j.. BC DL 10.0 PSF DRW CAUSR7175 15097221 ,4 ISL O I T! sactlons 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and � tM.loinx Details, unless noted otheraisn. Rater to draw Ings 160A-Z awn rtandard plata positions. Q�'07�2,0�5 OREGON BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a their:::of ITN Badding 7-e...nta Group Inc, shall rat be responsible far any chelation from this OREGON rawirg, any failure to build the truss in tonturmance with ANSI/TPI 1. or for handling, shipping, *. Or AN ITW COMPANY Installation&bracing of trusses. y8 4,, TOT.LD. 42.0 PSF SEQN- 159575 ..ep Awl en'this drawing or esSar pm listing this drawing Indicates meoeptaroe of preresslenel engineering n.20,19 tpersibi l ity solely for the design.leen. The suitability and use of This snowing for any structure Is the Roto w•1A DUR,FAC, 1.15 FROM I KE 8351RovDnu Cislo reeponsibl Illy of the Building Designer per ANSI/TPI 1 S.o.S. Saoromcnt5CA95828 For more Information see this Jobs general notes page and these web sites: ALPINE:w,w.elpiheltw.com: TPI: www.tpinat.org: ATCA:www.sbclndustry.com: ICC: www.ltt5afe;org Renewaldste 618012016 SPACING 24.0" J RE F- 1 VFG7 1 7 5Z1 1 , n THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ6) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.77 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP 6, wind TC DL=4.2 psf, wind BC DL=6. 0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III s1 3X5 i q 2-6-9 i411P1-0_0 M .. If W �J +18-0-0 3X5(R) III 1.5X4 III 1"12 1-10-10 _s J Ti,T2-2-2 I 2-3-14 Over 2 Supports R=101 W=5.5" RL=31 R=101 U=22 Design Crit: IRC2012/TPI-2007(STD) • PRi► PLT TYP. ITWBCG Wave FT/RT=2% 0% /4 0 15.01 .0A ( ) ( ) F Ss, OR/-/11-I-/R/- Scale =.5"/Ft. Truss Com nems of Oregon 503 357-2118 **WARNING!**READ AND FOLIOS ALL Noo-s ON THIS DIMING/ Gj GIN Pj° B ••Itrogrmir•• FINNISH THIS DRAWING TO ALL CONIRAcmgs INCLUDIR3 THE INSrAUERS. p t4 e ., '0Z TC LL 25.0 PSF REF R7175- 55369 825 N 4r Ave,Cornelius O 97113 CJ Trusses require extreme card In fabricating, handling, shipping, instilling bracing,safety to and rs naw 1957517, 9 TC DL 7.0 PSF DATE 04/07/1 5 the latest edition of SCSI (Bui ming component safety Information by TPI end WTCA) for safety practicesprior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. Allir � : top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. locations shown for permanent lateral restraint of webs shall have braving Installed per RCS, 4/4111"-�� DRW CAUSR7175 15097222 A sections 83. Bl or SID, as applicable. Apply plates to each face of cru arid position as shown above and on 1 the Joint Detnils, unless noted atheroiso. Rater to 7,-....-_,: rawiT6gA-Z forsstaralerd plata cos it lore. O� O7I2O1 S i Alpin:, ,.:slalom of ITw Sp nenis gra: Ihpshe„ t be r BC LL 0.0 PSF CA-ENG GWH/GWH P eapunsibla far any tlavlatien from this OREGON drawing, any failure eo build stheee trsa in conformance with ANSI/TPI t, or for Mntlllogs shipping. V...4.20.194a TOT.LD. 42.0 PSF SEQN- 1 59569 AN Ire ODNARANY installation a bracing of trusses. A seal on this drawing or ewer pep listing this drawing, indicates.aaaptense of professions)engineering 7� n.20,19 GQ' re.paneibility solely for the design Shown. The suitability anduse of this drawing for aro atrvbmrs is the QL D W.NV DUR.FAC. 1.15 FROM IKE N351 Ronoea Circle responsibility.f the Mulleins Designer per ANSI/TPI t S.e.a. Sacramento,CA 95828 For more information see this Jobs general noes page and these web sites: SPACING 24.0" JREF- 1VFG7175Z1 ALPINE:w e.elpinelne.cem; TPI:ww.ipinah.org:RW:ww.sbclndustry.cee: ICC: www.lccsafe.prg i Renewal date Al8012016 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ7) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.61 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 OF-L #2(g) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead . load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III 1 I / 1 s 4-2-9 3X5�i 1 Ci 1-0-0 II I,i ■ 1 +18-o-O 1.5X410 3X5(R) III 1"12 1"12 4-6-6 , IJ 1'12 4-8-2 'I �c 4-9-14 Over 2 Supports R=209 R=209 U=40 RL=67 PLT TYP. ITWBCG Wave Design Crit: IRC20122%(0%)/4(0) D) 15.O1.r. ,s 9 PRO�"S�i OR/-/1/-/-/R/- Scale =.5"/Ft. FT/RT=2% Truss Components ofOre on 503 357-2118 •'WARNING!`•REM AND FOLLOW ALL NOTES ON THIS DIMMING! ei? t1G IN .• Oy TC LL 25.0 PSF REF R7175- 55370 Components ( ••IIPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. kW + 625N4tFlAVe,CDrne1NUSOR97�13 Trusses require a trema Tara m fabricating. handling, 'nl ng g. 19575P - pping• install! and bracing. Refer to and fallow 9 DATE 04/07/1 5 the latest edition of BCS! (Building Component Safety Information. by TPI end NTCA) for safety practices prior '. TC DL 7.0 PSF to performing tows tproplrly. lhell structural provide ngmendbo bracing per BCSshall Unless noted attechide. top chord shingll neve properly attached forpa Gtr halal rovideite aha bottom chord snail have a properly otherwise. ,/ rigid cel l Ing. locations Shawn permanent lateral restraint of webs shall neva brac,ng installed per SCSI KOW le BC DL 10.0 PSF DRW CAUSR7175 15097223 IL I] sections B3, B7 or 810. as applicable. Apply plates each fete or truss end position ss shown above so on the.Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0' 07/20 1.5 BC LL 0.0 PSF CA-ENG GWH/GWH I I Alpine a division of ITN Building Components Group Inc. 'hall nut be responsible for any deviation from this l„ OREGON drawing, any failure to build the truss i conformance with ANSI/TPI 1, ur fur handling, shipping A TOT.LD. 42.0 PSF SE N— 159571 sest AN ITW COMPANY installation b bracing of trusses. ��men.20,1e_ G` SEQN- col en this drawing or ewer page fitting this drawing. IMloetes offCptenee of profeea nO engineering j/ responsibility eolely for the design Omen. The suitability and w of this drawing for any structure is the OC 15--w. DUR.FAC. 1.15 FROM IKE 8351 Roma Circle rnponelbllied of the Building Designer per ANSI/TPI 1 Sec.d. Sacramcnlo,CA 95828 For more information° this Job's general notes page end these web sites: i Renewal date BI8012O15 SPACING 24.0" JREF- 1VFG7175Z11 , ALPINE:www.alpineita.com. FII,wuw.tplsbcindust nst.org,MCA:wew. ry.com: ICC: ...safe...rg TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415040--FOUR D CONSTRUCTION CO. -LOT 7 -- MEDALLION MEADOWS HILLSBORO, OR - CJ8) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 Webs 2x4 DF-L Std/Stud(g) psf, wind BC L=6.0 psf. Wind loads and reactions based on Mi1FRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III j' i/per 10 / d 3X5�i j • 3-7-3 1 41#1 1-4-9 [ t! W ! 9-0-0 ei 1.5X4 01 3X5= • • 1"12 2-2-7 3"12 11.,t 2-6-3 2-7-15 Over 2 Supports r- -1 R=117 RL=35 R=117 U=26 Design Crit: IRC2012/TPI-2007(STD) r O PROF. PLT TYP. ITWBCG Wave FT/RTei2%(0%)/4(0) 15.01 .►+► FS OR/-/1/-/-/R/- Scale =.5"/Ft. eaWARNIN01 ee READ AND FOLIO ALL IVIES ON THIS DIMING! h G 1 N . - Truss Components of Oregon 1503)357-2118 F O 825 Nott Ave,Cornelius OR 97 13 "l�"RT^�" 'S!THIS WANING TO ALL=TRACTORS INCLUDING THE INSTALLERS. [9 a F• .0' TC LL 25.0 PSF REF R7175— 55371 Trusses require extreme care In fabricating, handling. snipping, installing and bracing. Refer to and follow 19575 P. • the latest edition of SCSI (Building Component Safety Information, by TPI and RIDA) for safety practices prior . ' TC DL 7.0 PSF DATE 04/07/15 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. top chord shell have properly attached structural sheathing aha bottom chord shell have a properly attached 04111164 rigid telling. locations shown for permanent lateral restraint of webs shell have orating installed per BCSI s '''es BC DL 10.0 PSF DRW CAU5R7175 15097224 ,4 �� a section.Ba, eT or BtO, as applicable. Apply plates to each race or truss and position as.hewn above end on ! iha Jolnt gewna. cola» ted othareiee. Reran to dra.ing>160A-Z fur at.rderd plea positions. °'' ' 07/2015 BC LL 0.0 PSF I algin.. a division ur ITR Bduding components Oruup I K. >rau n t ba re>WnslDle car any deviatmn from tns 0 OREGON CA—ENG GWH/GWH drawing, anyfailure to build the truss in conformance with ANSI/TPI 1. or fur handling, shipping. AN ITW COMPANY i nate I let ion a bras i ng of trusses, e9 4%. Z0,19� TOT.LD, 42.0 PSF SEQN— 159752 A seal en this drawing or cover peg.listing this drawing. Indic.t..acceptance of professional engineering GG responsibility solely for the design.lee,. Two eultabltlty and use of thls drawing for any.uvewre Is the V 8351 Rmmul OmR reapo,n ibhllty of the building assigner per AILShrn1 1 s.e.z. �C D W•N DUR.FAC. '1.15 FROM I KE Sacramcntn,CA 95828 For more information see this,Job's general notes page and these web sites: - ALPINE,www.elpineitw.con,TPI: www.tpinct.org:RTCA:e,e.sbci dustry.com, ICC:ww.Irceafe..og Renewal dime(5180/2015 SPACING 24.0" J RE F- 1 VFG7 1 7 5Z1 1 4 2 `.'T,--t,i„..1 GI R e i ri fo t-c-- m e ri-1-, D e j.-,1,),it A -.:..:C E 7--1 0! 1 DIP n-)p 1-1 \.,il 1,-.)(71 .S-..p e cl, HO' MEG n l'i,e i CI ht, EVICI,OSed, E x p o s LA r'.-e C , VI.z-',-.,-. = 1,00 i., Or; 100 Niph 1,,,Iired 8peed, 310" Meen Height, Pertiaiiy Enclose/3, Expesuhe C., Ko,-1: = [Jr; 100 rlph \And Spe-401, 30' )'l-p'i', Height, Enclosed. E..,:posro D. KI:ot = 1.00 de .1 1 2x4 '----,,Br•oce I I (1) 1x4 'V .t-o _,_CIL) 2,;•4 'L' 2,-/-2,2e IE IC82 2',4 cl..c B,C CA,' ,Cil (1) 2,46 "L" Brc,ce ..: 1 il04% as6: 'L.° Elroce WI 0 Deocir,rj iTh-c,,,,c, specc,,s, ,),„;; 13,,,,,,L„.,; 11 • _ - GeicAP. ,. -tioe-1 ---,..., 1,10 I'____ ___D_____ ...____i_ 1 1_ ---,-- __;_____________,____ I 11 r-- ______ A ° I I: -- .,-i os, ,,-I,I-s., II 13?-oup (-,. Group I-3 ICirodp A IGroup B I Eo-oup r•-', I,r0,..,E, b I UH CUE: A 1_3! ...,,..4+ D J, ,_., D - Pop .0 1 1,i Gro,4410 ,,,f ----r , I _____,___ 1 - , ---1 lo -F: I C. i I.1, ,' -r,• n, al II I,---'p' •,_ f__ , ; ; 112 110' S' I' i 131 ' I - • 1 ' ; ';• - ' 1411 ----le: —'• L 1 '.' '-' -- -' '' It! / #2 l':-..-,,,,Ao,c d L , • • , - •-)1-- I--- I #2 I 4' 41'' I 7' 2' 7' S` 1 9' l' I 9' 5' 1 10' 10" 1 11' 4' I 14' 0' I 14 Cr j 14' 0" 1 14 0' 1 1111- •= ,4 .1-----1 ; ' ---I ,I 1..._4,-.L._____L__- ____I r----,.. , i I il i IL.7 L_ ,-tuc: i 4' ," :" ,-. 7' 7' i 9' 1' 1 9' f," ' 10' 10' 1 11' 4' 1 14. 0' F-17-1-' Cr i 14' 0" 1 14' 0° n 1 11 4 1 19' 10 1 13 9" I 14 Cr 1 14 Cr -IIII 1100,31/.,s_Ejr-i_nr;-6; S-c4..ithern Firie,3t:i; il,l In I " 1 S-hridor yA I 4' 4' 1 6' 2" 6' 7` 1 '2' E'' 1 a• ',-,' I lo' lo- I ' ' - -4 -4--- H 1 ! D3 I 0- i.),) ' -3 --r- r:' ' 1 ' 6" i 11' 1' ---rii, r' _ #1. ; 4 Ds 1 , 1J 1E ,i, . 4 . , .., I 14' Cr 14 Cr 1 14i' 0' ; 14' 0° 1;1 • 1-1-1—i I II __ ; St,d 1 i 11, ; -,. ,, , 11' 0' -11- II" 51' I 14' Cr4_14. L ___i Stoc1 _. 1 •11.101 I #2 ; 4' 7" 1- 7' 10 i 8' i ; ':.;;; ...1 1 9 __F_ . , --1- LU III . •,-.- 1 1 1-4 1 4' 6" 1 E,' 6" I 5' 11" ' e' 7' 1 9' 2" 11' 11" I 11' 4' 6' 1 14' 1."1" 1 14' 0' 4 11 1 —, In E-i ; ---- . .t---1- .• ., 1----t., _ _, 21- _ _. 10' 11' 1 11' 4 I 1-3' 6' i 14' 0' 14' Cr 14' (0-i 1.L.1 r L. k sturj i 4 :.-, ; 6 6 E' 11" ! 2' .,' i 9' 2" ., --E , -,,—1-- • r, 111 1731-0L,4p B, ---- -111 I 1 I Str3.1-,c4ord I 4' 4' - 15' 9" 4 6' r I .3 :__ ICC 4' 1 111 1' I 11' 11-1 lc ;„.; 14 0 i 14 .1 LI I.- - --- ' 01 .; #a I 01' 8° 1 8' 11' 4 - ,- , 10' 7' 1 11' 0" 12' 7'- 1 13' 1' I 14 0° 14' C" 1 14' 0' 1 14' CH 11 II; ittrriF iv- 111 , -) , -7-' _ 1,.....>i i I 4, .I .,,' LI .L.±: IL, ! '..",' ,,,, ..4 su 3 , _ 24' 0' --11 11 I --1-__ ; ; ,_______Thl_ 1 III 111 1_1 1 ; F-2• L .9-1-26:24 1 5' 0" e, ,,,, 1 9, 2, i n' 5' i 10' 10' 1 12' 5'' 71:2' 11' i 14' CI" I 14' 0" 1 141 0' 1 14' 0' • III , 1 - . ..... . , 1 , .„ -,-- ---, 1 il 1 Sto.n•.:Aar(-4 1 5' u• -t" 6" I 6' 0" 1 11' r 1 'iu' ; 12 5 1 12" 21 , 24 0 ; 14 ,i 1 1, 0 ] .-,t H i il I p..,.,_,„, r',.._,,,, ,, ' - - 1 141 1 5' 6' -- i 9' l' 1 9' 5' 1 10' S' 1 11 ' 1" 1 18' .c_,." f 1.7' 2' 14' 0" I 14' 0" 1 14' 0' 1 14' 0" 11-1 II I -;11'1----11'11-141 1 '.1.1 ci1 SC,,athern 111-,e,,.+7 i II I I I .,. , t---I ----" I 71 F2' 1---- 4,,,, I 5' 3' , 2' LI 1 9' .9" I ILI' 7° i li' 0' 1 ,./6 / 1 .20/ 1. I 1410 ,4 , I i-, ., I 14' 0' il I 1 ,42 i L._ -4--. , I14 0 ! lib4 BrocE,s soEl be SPE ,Stress--Retec 1180,-0J-1,11 P I 10' 6' 1 10 1 1, 6, , 1...:, , _ 1' I 14' '-l _11r 14' fr'' -11 14 ?: 1.;. ri .,fF,.-, 1.,4 '"-c, Flii,^e L4E.C.,. 01-4 Indu.stri,,t 55 Or II I I ;7.',.,0 r 1 C;-, . . 7' 0' 7' 5 1 <1.! 4' I 10 Oc I_ 1. ___,12' 11' jr 14' 14Cr' ; 14li ' 14 I; ' I I 1,1C..1,1,q,,,, 4_1 atref,s-R0ted DC3 ce,rjs, 1-01,10 --;,- I I -43 / #2 I c'T' 4911' " 'n' P i 11' 7' 12° I' 1 12 '7' .,pe ,c, ids ,s4,1 with ,-Y,e-,,e• reri.d-e ' I 14' 0" 14' 10' I 14' 0' I 14' V 1 14' 0" 1 IL___"TrL: _:,._____:,__, e_ j_i - i..., .,,,3 e- ___•=4.1 I CI 173 r7 _ ' -1 (-4 - 1.33> l L #3 1 5' 6' 9' 9' L 10' I' --r- 11, 6' 11' 11 I 103' 1,2 14'or i 14' 0' 14' 0' 1 14' a" I 14' 0" i Gr_do14,--,, Tr 14s.z. 1)P-tail Not.Ect, ..._4 ti ._____! I s±Lid . - ,,- ,, 9' f13.' I 10' 1' I H.- C' 11' 11' 1 lEs' 0' 1 14' 01 141 0' 1 14' 0° 1 14' C.1" I Wit-lcj Lood deCi.-_---:-1,1c, criterion - In! h- ; 1,1:,-_,n6ord 5. 6' .,_ 2' 9' ' `.?? 7-e ---+ 1 ' ' 11' 'I c r l'T.r 9" 1,1' 0' 14' i'r 14' r ' 14' - „,. ,, __ , ,----, ,,.._ , -4 - - I -' -„_ _ ,_ ____ _ _,_ . __,_ _ ..., L „: ___ ______, p,,,,,,14 up:H-4 EC.3,-;;,,,,,,,,;S 7 Or 4.1 pt-P ,,,,tL - I.K I h 41 _i_i 6' ry • 10' 0' 1 10' 4” I 11 t'1 - ---1- -D, 12' a I 14' 0' 14' 0' T 14' o"- 1 14" 3 1 14' 0" 1 14' 0 ___I continuo:As. bi•Dring -',5 ps+ IC DE-.ad Loaci), #,...„, .• 10' , IIH "-,' i '1' 1,'' 12' I' } 13' 10' 14' 0° a4' if I 1_4' Cr I 14' o' 1 14; , I 's,1- ! -A-- ,_,, , I '-- ' *1--- I 5' 2" L 9' 2" i 9' 9" I 11' a' 12' 0' 13' 9' 14' 0' I 14 0; T 14' I 1 14' 0' r 14' D''. v,i.+H 4,' 0' ,,,,,,,,I,,,,g, c, 12' plywood overhor,Q. -, r--. 1----- - I — "-- 1 . II- ; i .±,-.1 I 5' 8' I 9' 2' _i_, 9' 9' 11' 6' 12: 0* 13' SL__1_ 14' 0" I 14' 0' 1 14' 0" 1 14. o' 1 1 j i i L__ ! '-'" - ____I I I StOrte.101-C.1 i 5' 6' 1 b 1. 1 ,.J Y 1 1:1 .. .11 6- 1 13- 2- 1 ,,,S, 0- 14, 14' 0' , 14' ,- Abc,vt II:: A+10c+, '9' IJ,,ces vilJi 31,1 :5144193.4 mini noit,.. it,..ac•ble Truss N „/ A , i { .-D For (1) "L" b,--ac,-, spDre no.i1.i.- et ....--:1,i , -t-'4'' ir, 13' Pro) zc,r,es ,.11-4 4' :-.‘„c. D,etweer, 2.,one.0, I 1,'" H / 4/ 1 •A•.'h4-c,,-. c.2) "L' loracs: spoce ,,olls Dt C5" 0.c. Dic.-gd.,-;61 b,oce option. I H-- . / . 11 ,,,,/ / t.-„,.---, vEr+iccU lerwth F.,,,,y be I I ia ,-/ 1 I I 1 !12" ...4.,,biet:.4 wker, •-..,i4wr,r44, 1 . . , I,•• ; i t . !I 1 V.,o ce is •,,,,,,,;. r,,,,,,,,,,22 1 Heriber t.,,,,,,i.)++1 /-I II ,, ,, II -LH ! 11 II c+loyo,,,I, iornce Por 2?:5-.:.. III , II ,11- 11 at ecich et-3:. Mc.H, web 71 1; / 5' co 1 1 11 1 I 1 1 I 1 12' 1 11 i ; ---,011-t,- ---..„, 1 Th--S'' --- ,11 1.3.,:d !..F ,le,,-tic7,! P;ote Sizes 7 I, ,_ 1 ., I ../ ;I 1 , -----H-______LI I',K.+:. I j i I l' I `..rti,,,i 1.mqh ' N,-, ',.,-,ii1 I) il II II _1,. II [7,17.-'7-,t, :------7:'- .-- -------- -- ' -1 1 / 112,4 OF-L *2 sr 1 I II i I I __L_ i I ! I II II----- p .,, 11 r'..--:: ., ''.. ', , I''''=, ---,-2-'-3-1 il I: / / I,,EI _.,,, ;iegoi io I ; i 711 I 1 I , ' : i j i I --._ 11 l • • ii 1 1 I I I I 11 --- ',------. 0 t z_,,,,,t,, 5;-,er, 4 tl„ ,.4-t.! II li___IQ-SL thcol II' t' ! ii I '''' I lj , 4 ,/C1'tical. Hir,g,th iiu--i, 11 II ,.-icH.AD-Ae c.,tt I i IiR 111 ,• ! I , , 1 1 ii --. i I -10,----•-..., ,r--) t . !,-; 1 1 I 1 . II 1(3i^t7,,,ater- thon li• 6' t i-, table o.bc,,,F.. 11111111E 11 -'' ' ' 11 --\ 1 1+ Fe Per tc, c,or,mun truss Ue. :;,-, for 11 4-'''l / \05' Wos =.1-,c.,,,,n) r...t I1 I1 -+---Li L-- 1 I I i 1 l',.._,'-',--`1' I i ._..q, , 11 j111 117-ii, irl irt. Inf ,- Th----. I ice oro..i heet peff„. P k II 4 i 1 1 pr end. i '11' -411. tf' , 1 .i L L.! , . i L.: u I; —7,77i _,__------ - -l-li-''i ' — I i '-' -/ -----` ,/ ,/ /Cor.tir,,,o,s; Bec,ring/ i / / / .,./ /I I, 1 i I Refer -to the Buil.drig Designer +.r.-,r- ccnoutions C.c.rinec t el io 9orici I e t Di PROA- nor.: orid,'-e.sse.:1 by -.tHls Dietc,I1, '4", ,.,14.., PEC',Fr- tt, Cho.r± above ,cor no- ' :rre, ve-r- ,67:'• 1,r,-,-,.1-1. D4point of ,er-Hc,.,i 1';',E.I.., 4-I '''. I w ,ApNINaD.READ AND FOLLOW ALL tZTES ON TI-ES DRAWING! ,E0 taG IN - ., '0 PEF ASCE7-10-GA3121430 1.14PORTANT.,FURNIE4 THI.:, DRAWING TO ALL CONTRACTDRE INCLUDING THE INSTALLERS, —---- T r,s s e s require setrerie -sere in ,r,bricr,t,og,losoltibp, sssibp,, ;,-;stcHins nrid bre:sing. PeFer to o-Hd 19575 P fc.,!.0. th. iotegt eUitiso of' BC,111 (Buitsiirp Coopooent S,or'boy Io'srrs-bor b, 1T-1 and SECA', 'Pp- ss;qty le, I DATE, le/01/14 ,- ,-'°-- prsctices prior to per4ornifig these Fooctlpos. Irs,alers shsti S'04 OP temporory brsdor,'per 8E51. V *. ' _ ,. . 11,.'.,5 ,,,,ted other,,,s. SoP rbord .s/&I bsve proserty ottroshsr, stoucturul shrrothinc, sod bottom cbord DF",S/111 AlF2030ENC101014 . . sttsched rigid ng, Lorros.os show':i'or sermoopot !atpro! restraInt oe webs 141111k' ef, ' -- ,,;e1p r,______,,,,n{,,,. rif-_-_,-, si.-_a,, ,i......, b,:anN blSota,!0_,s1 per 13,,_111100,:. ,,,, 11;',_E,',.‘pr, ,.':e-1U,,,..ot.r., op.pbSob,e, As:sty p,otes to esch 1st, — .3.sili lii l l—}:011 I Ticlis111 1 , trifle uno psertipo as Chop: sb,, so,,,-,r, tbs. ,.0,.-1.0T-1s, uoless ne-teu otherwtse i-107/2015 ' I!li .„,,:,,i I 0.04er- 3.. o: 0130 14011-7 tor stam4ord p.,te pbsrboos, scT,: DI Coopar.e,ts Groi„' Ir. I shos ros be respossbke ,s,.. soy devistior, r1rso AN ITV,'cc,MRANY thiAnir 0'.'7,:::0: C IE L' bu o'ry.1''.7.11,11, to itd Shoe p truss In corrr'orosnce with ANSI/TPI 1, or for bor,iiing, shipping. 03765n51 ...I MAX, TOT. LD, 60 PSF loistsilation& brocino of: trusses. TAI 44.20,19' ewii". __ e. seal on this drawing or cover page listlri,D this drawing,iracotes occeptonce or pro'resslono; engineering rifsponsibility solely 4or the design shown. The suitabRity end use oil' -this elf-owing 'oLD vg.‘"" +-..-ony structure Is The responsibility of the Building Designer per ANT[/TP[ 1 Sec2, 13388 Lakettont Drive Earth City,M063045 Fo, H0,-,inf ornotion see this job's gerierei notes bogs cod these web Pies MAX, SPACING 24,0' AL PI:NE, .....m.c.plr..21.w.cor.: ,P1' www.tpli-,,,t..,9;SPCA,WIVti:.si.,,,,ndu5 t r,c,^G; :CC: u.wwicc.saf,org Renewal date efS0i2015 V ' ..-. .......... , (--i - I - I i-- -n (11 i, i 1 i j(72 ! . i ! I Ch Let-In Verticals It Gci,i.Lite Trass Plate Sizes ii 11 ii (, 'I R -en to oippropriate A1,7.0rie ipojc,te, .a 'tat c'cir' ' ecotta n plate aces 41 or vertigo: studs. 11 • . ! • ...-----1,-<1 t- - 11( Oec ±0 -iryir a_t e-I .,r_4,...• ..,eor peck, 11 1 ...---• ..---• i r's -;price: web: hrwil r-reel. plates, li II ..)--uri 1 \ i ,— -‹--_-_,.. II i.,,17):-r Gold'e verticoi Rtes C.,?Hop, 45e 5., e' ,ie o'te thoi. covers the -1.,,Dtot oreo sI' _,F ... p I i i j. i i \ \ I I -,.. ...- — I ' ' ' ' —1 IL'i-..-, ,,..../ 11 The overtopped ototes to spot, The web, rj I i ,7., 1-,..,,,,-,.„... ,i'i,..._-- 11 rciiior•piei, .c."./.4 0 f..-- ,12-------• 11 I VT-L0 I ''• \.7'r i I 1 ;,*‘1-,,,,:">,,.., -- --r c./4 _ILI c. .c:: ii I ; i I I / / I i ---- ...---. 1 I I i 11 'T' PeirrEcircemerit Attochrient. De'toil 1 1 H . .-. 1 , 1 1 \j\'‘, 1 , I I Li _ _ _ _ ___ "T' Reinfroircirig ••T' Reir:rorreii-, II 1 1 1 1 1 I 1 , / r-- ,r17 I ri 1'1/ '1•'1 I \B• -.. ---• /Z1'-,.,-, 1 I I i --,.. ---,,,, 1 ''' ' ....,,,,•......,.... Mer-,1:Der- F.---74 ,\ i i Mehber I 1 1 ....... i".,/ i 1\ /' I •ri, j 1 I 1 I • i 'Ir.\ / /I 1 (. 4.-) •B,.. -- , , VE i Icre-nail 1 7, jr 1 Arr, I Ercr-nail I'1-1' 1 I t 1 1 I 1 ---..,...---, 1 1 1 1 i 1 1 111 0 / r _J-1 i Di ti-i :3, ,Di _a.....„,,, L.:Ea! I--;,-- iiL-i--- iii-iiii,J , I / 1-1 — — (+ 11 -1-0 ,,,,over t f rah '1_,' on '7" CO-n Hr ring 'ember's, 11 _ ,,_,., •,..._, 11 multiply '-i' increcise by length (host-'d on Provide corrriectiorls For' upiiFt. .speciEI,-i on the engineered iirt,455 dEiar.,igri, I, 11 oporcriate Alpiri0 b,€--' Octal 11 0, Attoch each "T" reirit'orcirig nerriger with End Driven , r.Igxiiwr, o0owoble "Th" reinForrced gobie yorticol I Naii.s „ 10d Common (0.149"x 13.",min) Nolls at 4" o.c• oius II length is 14' f-rOP top tO bottom GitorrI. r,c,its, in the top c.r,o1 r.D't-torri chords. rIr 11 "T" r eiriFocing herdoer noterinl must notch sine, II T Rsr-,2cire. ond grode oF at "L.' reinFOrCiri itGrvkler. 1 oepolted Noils' ri ' • igid Sheathing I 10C1 COMMOri (0.148'-x. ,nn; Toeredits ot 4' 0,7. pi.Liia M l'i\viekD L Eli ci t.Viii I n c r ease vi,i; T" Br a c e II 1T $ i•iiiii ,,,-iii: -1-...Fr,,,,its iri title top coroll bottom cpor ds, I 2 i - 't----- N -I II 1 i i 1 • , ir FT' Reinfir I 1 II This deto.il to De r.-iSed WIT , the op Alpine gobi.e de-toi for ASCE ,1'a', . ...!:,.. 1 IrriCr enneii 1 11 Reincercinig 44 1 1 I'' I. I 11 wins' i0Ccl. il -Th-4 / Member ,r j 11I 1 ii I ax6 1 20 4! I I ASCE 7-77 Gob's' Detolt Drowinge II Exonplei /. II 1' ii I 1 1 I I i i 1 I I 42.31:1150510141, 012015051014. A110)5051014, 010015051014, 014015051014, i 11 A13030051014, 012020051014, 0110'30051014, 010030051014, 014020051014 !I ASCE. 7-10 'And Speed er 127 r ph i ll tiegn Roof, Height = ?1.) Ft: i<,-tr e i,00 Graialiei i i Naris 1 1 1 1 Sported. At II i ASCE 7-10 Goble rico oil Drip wings,. 11 GoKile Vertiooi = 24'o.c. SE 43 11 11 i i• I'I A11515ENC101014, 212015ENC-101014, A14015EN0101014, A16015ENE101014. ii '7' KeiriForcirig Mer Size ,-- 2,,4 A1'9017ENC101014, A.2.13015.ENC101014, A2Diii.115END10101,1, A20015PED101014, li 'IT' Pr-ace Increase CFrom Above) = 2.010 1 1 II i 1 f3ciliDie Veriticot Length i- Pi.iirforcei I 1 A11520E0C101014 A12020ENC101014, A14020ENC101014, 4120300120200r12121014,lo1014, 11 ItEx/4- 'L' Pr-ace Lehg,th e sir "riii:ii 11 i A11311730ENC101014., A20020ENC101014, 0200900141.1101.014, 020030PED101014 h 1,,Crweltirn i i I i i I I I II 1-30 ,--: 9 7" = 11' 2' 11 See opor°pi iot e Alpine grilhle detclil. h Or C) CI, unrein-Forceid goble verticciienigti,.1._ ________ 11 11 .t I i; 1 7)o. N 1 1 4 Niiih, Al — 1'2'Cl CeiLirig I i ikt) RP Op. 4' WEENINGieell READ AND FOLLOW ALL NOTES ON THIS DRAWING' e REF LET- R IN s',/E. T ..InpoRTANT.ow FliRNISn THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4' 1:,.. I • %X(3114' U4r) • 19575 P ---- Tr,:s.Tes reqoire extreme core in Cabricatino.hanceing, ,ahioping, ihstallino and brae:lino,. Fooe'er to ond eolice the letes, aOhilon of Pf CSI B, oilding Conporient Soeety Inormation hy TAT anal SEC!. for caheity ,- , it,: DIA.TE i0.101/14 procticee, prior to per Faring these fonctichs. Ins-toilers shot, eirovIcle teeporory bracinp, pe BC:T.I. Wrest rater; ntherwise, top chord era', have properiy attached stroccia-oi sheathing arc; Cotta r tact illi,- ,,, OP' DP VI:.73 GBLLL-TIN1014 ,,,, ,-,0„, 0 ptapery attached rigid ceiling, Locations shoe, for per-to-en' lateral restraint of 0500 1 n ,-, ,,,nr., or----: shAll have bracinc ir.stellen per irr:01 secerrare Kir. 57 or PLO, as eppilcable, Apply pates to each Pace 0' 07/2015 -- -- — 1 L_D fl 1 1 L.:•.„',„ 111 ac triirs,crid poa:ltion cra ah-per above ond 0, +he join+ Detail, orleca ncita oilaerwiee. .il' i r-----ii'1 ii•--,.1_EPere, to ulraw'rios 160A-2 For ,larrilord AL.,. coeltionw LL, t 1.3 ',".J1. - - ' - . -- - " 0 Qinfi?ir...),„, AN mx.,_0,1pANy ,,,,,epie, o dIvIsion of IT'S kultuing.,Coriponents Croup inc. shAN rat.i.4 r' sp,ansibt.e. kilo arvy caleviation+irore , ' 4ol'or-c 'ac, laoio ,.he e,457..ir-:Can.oreonce with Atia../TI 1 ,., or for hondlen, shipping, itzh, *n.20,19' z.V. MAX. TOT. LEI, 60 PsiT ilartailwton b bracing or trtisse A aeal on thle drAwing or cover HOER liSting thls drawing, indlCcrtes Acceptance of professional .1-°0 •t'"' - engineering responsibility solely for the design shown The suitabitity and use of this drow,ng DUR• FAC, A,NY co, 0" structure Is the responsIbillty of the Building Designer per ANSII/WI I Ileci.2. 13389 Lakefront Drive Earth City,MO 63045 For nc.re infornotIon see this job's genera' notes p00E, C•Ild the5, weh hies, Renewal date 6/90/2015 X.:, S P A C I i\i G /4 p0 ALPINE, www,aipineltw.con, 7Pli wevetpinct.onoi SAD,www,hcinalostry.o,), ICC, erweelocsa+chorg , i I e /,, <:::-.r-L-- -.7-1 n , .7)1-1 „.,,-.I- --.7,1)' 1..-,1 -- r H c.7,: -1,- 4- r--'I n g-,--,--.1 ,....., , 1--)..g-,,_,1_ / ..L 0; I.:._.- , 1[.....,r 1, ..._)i._, ,' {-:::Li. i -.-:i LI 1 ,.., ,,_... .._, :::,:::,..,_.,.., - , F.:0 rn ri(--)n P.e s 1,.-1 Rs•n t 1 0..1 I3nHe EH \i-,1 i --,d Pi.-a CI 1 r!0 Pec L.,1 i r,,,,r-i e n-t:ci= -- • - ICO mph, 304t, Mean Hgt, ACHE 7-10, rncl.ned, Er rD C. or H LESS than 4'6" - no st LA CA ior ocing r:equir ed 100 mph, 130-Et, Mean Hct, ACHE 7-10; Enc1.1-,,'.,-.,R.,d, Ex ID C. no 100 rlph, 30+ t. IA or' Hqt. ASCE 7-10, Par t, Enchted, Exp C. H rireo ter th,an 4-'[6" to 7' -•,' ir, length . _ K 7-t, .1A- 1,00; \,„=1 n d IT 1,111=F1.0 p,----P,, \i 1 n c.J CC TIL.eau ps-E, pr o‘....,-id E o. 2/6 s t 1+T.-1-'110o.c 1-: ot-.. mid-1-,elg!--t o.rid icio: cc ,:r.:1-,1P+1'6,,c k„. _:. . LE'. r CO f :Cc:p,,r rz,g rvi e v e r y •6 L, -. 1s1.. l4,7 ,,',.1 1, h....f, ow ,_.)r Lateral. chord bracinca requirements r ef'e r to DP 4113 4)120:31:1ENC1010:1 41J, Top: Cont.inuou F-,.- r:ocF sheo thing : Cot Corltirluous cc 'r . aaphrogn H fir e:-)-1:e r t hig n 7'6' to 120' i''';C.1 <; p-0 vide 0 2/6 Le t -1's-P kaa,q1--:. ,D.t Hai-height and. 10r r,ce :7:'''' ' Engineel:-*T 0001 oh cTqn reE•Pre'ngin41i _ t,. _-11,-g: detal. ,..0 r(Jur dilrl eery 4'0" (scl ee eto It betow Or F tot r10.e..r, p 1 onte'=-,, ond other iv -P or no t 1 0 n :.-1 0 t s 1r,0\,,,:n efer to LRSN:117] A12030ENf-101014), on t In ig:-. de t ail 1-,1, EI:Dtio,1^,,a1. Cx L.tr e 11^,f:or gen,-ri t. a t t,-.)cheol ,, 1\10.i!,-:,, 1 0 r) LI Erx 1-,-,--;' oun (0,1PA"x3",mird iriail,s, to E:tif fbock withc,r- 0,un (0.128' x =3', Nib) nut 1E-I1 6' o,c, • _... III , - 11 11 C-_,\-1, 17,1101_17:hrip ,---1 I i i 1 i 1 nC11(ed to f 1 11 : 1 i 1 -2/1-HI -:`, ?----,. 11 \4-----,.' ,1 , 11 ,,,e0.-1-..hi r,.c1 ,::,rid --lisi•-1, 1 2 4" M ,1 kinli-- I I \ 1 1 E CI,f-h tri.„J-=,-; H ; ell---, H I' 1 Yr- „ 1 - --------,c-1-----. ' ,/./...„ :1 it \ 11 I 1 I I , , I : 1 I 1 , N 11 i I I ,i H / I 1 1 i I I. . -!-)1,' --- !i i. •1 'I [ - _. -.1-----,73 t , I 1 1-1 , .1 1. •i •, i , ----,-7- ......, ,t -...„ i! / OI7 , it-JF + ---Na'rr-, -----, I I I il --,,,,,, -,- , 4.;) / i I i i a,,,.4 Lir ,_ ,,-,-,_ : 1 1 1 /---,r: IgettgrH -----,0 --,.. 1 I 1 H/c_' i 1 '-`.; .."' `" ,.,' _ _ / i i I i 1 --- II 1 11 cl,a o o n a 1 la i--a(...-_g, 1 1 1 --- ::--,--- 1 : 114,ttaqh eoch end 1 -,+ 1 1 1 1 1 : 11 11 111 for :=17,50-#. :: :1 1 1 i i 1 1 1 H ! i 1 I 1 I .. .....,. n..„,„... , ! Tml..,.., -...... I, 1 I ,1 1 i I-] „ 1 I 11 ; I i 1 n I ' i 1 iii-J _ 11F-11 , !F-1. !ri L ------,---, , 1--1L Loi LI ! ,,,,7:1_. if r4 k 1 / -,-- -7- .7"--- /./ / .. './ / 1p / /11,.,Ori-C rli,101..,15 ,i3r-.2 a r i n 9.. / : ,,, / .. / / / . / CC S t i.1'4:be,c k at to.c hed t o E ri.C 1'1 IS t LA f.-_',1 vv../ (4) 1 kiox or gun (0 J 23 CO PRO - il• Pk-SI c 4-N CA:. d40 1•1•WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING 0 N ...-AN ol. P El TT C."3E '',W HA Li---R •tw/NPORTANTww, FURNISH ThIlF, DRAWING TO ALL CONTRACTORS INCLUDING 'FHE INSTALLERS, i9575P v 7 trusses require ertreme care in fobricatino, harm:ling,siolopinm, ihstalliog ond bracing. Refer to and • r, ow the latest edition of Us, ,:htilidino Come,-ent Safety Ireorreitior hy "pi and SECA, foe safety iljATE 10/01/14 proc-tices prior to peril orming there for:Ctlans, Instailers sholi proves temporary Gracing per SCSI, Iiita,..,•••., .. , Ur,esS roled otherwise,top Ci-1,01000, ho.,0 propetiy ottocned structuroi sheatitiog 000 bottom chord , Shut, hove a properly attached rigid ceiting. Locations shown for pemmarieht lateral restraitit of wsios DP\t/G i13,ABRigl 01014 c-...:„.. r--= s',, hove b.r.c.cing. lostelleri per DCSI sec ton.. Da. 5-7 or BID,as applicoble. Appiy piesee to each Face 07/ -- 11.,:,„ 1 ,,----, of truss aro position or show.,stoome end on the joint Setaiis, uhless noted otherwise. OREGON „,.,..-±,;i LL_____.,u------t]tj ..,:.:„L[L.= ref er to drawings 160A-Z f or startior ri pi o se positions. 41 I d07/154.1, Zi AFt 1TW COMPANY thi'l=Pct%;,%6, 5r,').r0g.,,Pe'ltn'19 ti:I..r'i.M.;%, i.;.47./WPI7tbl-or-f'11:cZ;(4, shr.;';',Ti-:. 7/6., )..2o,Jo" ,e,.Y-- i,,,t,>11,,t1,,,,-, e, bracing oF trusse LD W 213):11."' MAX. TOT. L_n, EA PS r A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the desigri shown. 'the suitability and use oh this drawinc• for soy structurern Is the esposibility O.1, the Building Dr Designer per ANSI/THI I Seo?.1336B Lakefront Drive Renewal date 8480/2015 Earth City,MO 63045 For home ihfori,tior see this jobs genera: notee poge amr• these W,.1, sites, i mAX. S PAC INI5 ALPINE verecoimineitw,com, TH1, 'awl,'tplmst org, SBCA, www.sitaindustr yorgi 1FC,www.lcosof eorg' t . _________• - 1.---'LLL IT) ___, I ,,-... . _, ,, , 4_ ,- , ,. . , \/1 1) , . F , kii- \ I il Ln C-- 1 _ -\ -.' Ir I - 1 , r. 1 1 i - .77 1 •--1-• r^ , . — — ---- — -•o r c e nr-',t Tiai rdetc...11 is to Cc hsc-4 whirr; a Coritini.„ious Lateral Restraint, CCLP') 0 h T , ----.. ---...., ..., is specici eh ON O tr1O9,. Ci9F--IgN I:Jut an alter-native web 1 L-Rein t n'•-• m p lin-t,i or reirirorcpt ,nt fn.-tinoh le ide.--.1red, 1 L-Re inC, Apply to either Eide oEq.") nos-row Race. I Attach with nid (0 128”x3.0%nini naith -..< 7', ---,,V's, ..,-'o t S,' ,j.c, Reinforcing member ,-: NI rii-t,e ATI I a hinimun 802 of web - \ , ., . •.. \ \, I nenber 1.encitti. ,-K--..x-',. zj , -- ,. This detail is only applicable For changing the speced CLP .,. s., sho'o'n or single ol> sealed designs to T-c einf or-cement or ..., ys., - 2-PCinforecensint ft7 SCOJI) FeirrEONCerier\t, -1.„/":„ zi7,- Alternative rein-PorceriPnt speciFied It chart below mobi,-, conservative, i ri i..,..._ -77.-fli n '\it Er nriimi..Ari citeriarj 17 ive 0 einf or cemenre-re--rot) sign re--rot) de ,Hith approprt .. Ei___ ia e 1\1/1 rein4orcevient in,,pe. 1 Y I I/ \ LT-Reini,, L-Reint. . 'Web MCI-Opt- Specif I. CL F.' Al terno ti../e: Reirif oh ecebI ent ;. '-', 1 R er i ,i''o r I_OP P. 1 Size Ree.tho Int T- or L.- feint. Scala REir-if, I C _ISO I — ca-1-x3 or 2x4 1 row 2>4 1-2,,,-.,4 Apply S L.I CIO,i S',' to Mole fooe io.P web. --- 2x2 or 2x4 2 rows 2x6 2-2x-4 No more than CD scsia COpFace. r---1 I — -2 — — — — Attarti with 1001 (0128"x3.0r-ili ) risilt, 1 . ill I x6 1 row 2x4 1-2 x6 cit. is.:;. 00. Ren-Porcinci member' is s i 2-xe; 2 rows 2./6 2-2x4i:X minim...AM dl% OF wen inentr.,er tength. ; • Ill 2xe 1 row 2 x i,.-. 1-2 x 8H i il I i i; 1 1 RxR 2 rows 2x6 C-2 x 6 4:, I - 1 i i s — • I '1-:',C.:CI b Fpof I ii i 1 . 111 T-reinConcement, 01 010 cement, or 0001) reinfor cement to be sane ;If i • II, itipe IJE'1,1 0 riCi gr'i)DIE or better than Web nember uni ewe specified 1 ,, I In othenwise or Engineer's sealed design. 1-1--;--II ,,,-;;''' ... IV Center scab on wide -fliace 0,1:- web, Appy C soak:, to each . 1,1. iz fo.oe- of. web, -.:------H_ETI L ____I PRO4. Oel) s..,„ .., "WARNINO9di READ AND FOLLOW ALL NOTES ON THIS DRAWINOl ,....N. +, ril ...6*-4,,‘901, S. LL PCF RFT wIMPEATANTsA FURNISH THIS //PAWING TO ALL DEINTPACTORS INCLUDDIS THE INSTALLERS. 6.D., CL R Si.Aast. 19575 P • -',EF Tr,s1,-.2S requ,r, E,t,,,,e C.,' in fobricating. fondling, enlacing, installing anci brocing. Refer to ond • --- 4rAor,. the Latest ealflan of ScSii ,la,floling Component : or y Tr,'ofgation,Py TP1 aria i1f,'Ci, fp: safety * cap Tiii Di_ 1-->CF DATE 10/01/14 .....,-.., pearl-ices prior to pe,to cnino these f:.ino,'dons, Instoll en s snoil provide temporary briaCing per SCSI, , 41111"ri ., 0,,,,,, noted :otherwise, top cnord snail ini,4E. pr:Doer,/ attocherA str notarial skeathing end loot:ton ono," 1401Wi'''." - PC ni__ PSF DPWG ERCI ESUF31014. .,;--- , pr 02,,y ottached higia ceiling. Lor,citlono oho:, for perriOnent iaterst restroiht of Rens _ '-1 Pr- 0-n-I--- 01i; , shall,hove frac:loin,' ;taste:led on 510l isectloria K. 57 or 510, os oppl colon. Apish/ piste, to egoh f rice 0''07/2015 !,iiIi-7:-,N Ilk- , of truss onii1 goa7ition so sin.o,,,,, above and or the Joint getisils, grit•oa nrii,h,r1 othiaewise, BC LL ,,-. --2,jiLL LIJiLI u -:::..-Ai LL. Pef eh to al,:winos 161.44-0 r oo stogdar d p positions 0 ()Mit' ft./ AN:1-\,VC0Fi9PAIAT thatPZ.wf'ng6.1'atrFifoil•IeVtoEtt9,..!--, :;f0::.',..'.' ",.`i,t,'''',.. .7,11r.iTrf,','Lf.70,-12,-:,%;,1, ,.Z,':'-" TOT. L D. p s r lib 44.20,194b. &lir installation t brocing or trusse A seal on -thi drawing cr cover page As-Ung this drawing.Indicates acceptance of professional 'I OLD IN. 4‘' - — engineering responsibility solely Coe- the design shown. The suitability arid...4. of -this dromong DLRT\ FACi 93389 Lakefront Or for anyrrnif struatue Is the esposibility cthe Building Designer per ANSI/1A1 I Sea,2.. ive Earth City,MO 63048 e8/30/2015 For no, information see: tits Jnhis general nocteis page aria these wets altos: , Renewaldal. Al_PiNE: www.e1p.ineit•poc, TP1: •ww.tplitsPorg, wevspisoinol,igtoy,geg, IOU waairiloo,„arepro' S'PACIt,i1-, • . Ph '---- 0, n EL-_, D,----- ± (---) i I ,-, Hip Frame P-,--__i, Ivi4X4; Mn, --, H' i .,/ P 4---- _1 ri / jlD 4 -------____. ` c_tt t , s s J— —_ ! j 0.. \ , - . L 11 _ h . 11 -1 1 , ‘,.•/1.,5X 3 1 jj _ II 1 ii i T i 1 „ Y t-'' \ / / ‘ \ I ! 041'17 t- .,\ , / ii-,, 1H4'-.. i 1 11 . j Stepped Hip ,,.:41, ,! . ,,4, 1 rt,„;\ I I ti ,,.....j.j. j 1 ::::>•,/s hem 1/x/ X iiii, 2 X 4 Pur-iiri S 1 1 • ----1 - it , Irt. ,r i I '2 X 4 Chor cis /in/ . ..A.;;;;'. '''T-ri,it--14*;# r-Ll'-,-P--r-',,' 1-,71-i---PLI-N-':, ,7-1---1 \ ,•-./N, ---41-7-7- 1 1 1 -1,--1— INik- I „j,---1-1I-.., ----;,-`4,-------- ,.-.-7, „ h - ;;" , , ,. , .---4--- 1 1 c4„ :, ; ,,,I . . 1\ 4.--- i 1 1 \,------. --H•HI ----Hi- 71j1D: rh., 1 -1 1---iF-7( I 1 , 1 . i ;_----4 , H-. 1-.4___ ___1 -,;„ i. 1-„ _ .,,- 1 . i ; ....;,---L i . i \-L . --H-f---,,t1._. I [...;;-;---1,-,--] n—-.; ' -1 • FT NN, / •-' ; ! 1i 1/ 1 -I---i ! 1 1 I 1 ' i , th. \. --- I 1 ;;\ \I't .----- .„- -- . ,• I o ,; •---- Hip, Fr 0.r..elt.f. it _4_ I-B 141 L E-- Ti B .,--, -.., Bo-f-,i TOO Chord . , o- etttchch hip Cr ame to tot roar de. Of stepped hips . , _ at oh overl.apping t-.)..aints with 2-10d (0.148' ?”-.) ___--- W3X4, Min, , „--- ----., ---... p Fmecommon hails. Bottom chord o;CI hip l''rame- to „--------- be Hira 'F" , ;'''' ,„ attached to #1 hip with 104 common (0,148"x3') ----14---___ - ,,- _---- _..---% \ \ )no.itt=, H 6' 0.t, MO xjrnurn spip cog, / --, - • - ---, ,,,,-,- / ii„_.. , ----.4.--- / ..i- ---7-2:, \ Hip r(tame -- ;--- Hip ;Prone stops at pi.umb cut of j .„----- jocks to maintain pitch tontint„,li-ty, -------- 1 1, 7 1 11 I h hr— -Th ii , —.._ -1 r-- / ___ s.,---'"---ri 1 i 1 4'. I /Hp. Frt ahme Iumbr --; SPF, So, Pine., Hr. ,., ...---- 1 i • 4, 1--T4 ) 11 i II or DEL :Sta.-dot- 84)4-tumrade, or better, / ii ; 11 -J// . I._- __.-- 1111 1 I 11 --_____ _. ------- 1 11 i See Encineer's sealed d.esign -t'or setback, (ur;; ;oer, piation, toading„ ond duration 1- o.ctor required. .' ; ;11 Ii . 11 11 II --- .--- it ,I 1 1. 1 U j ii L1 LI II H i 1 L P" Hp -rame chords may be trirned up to il:' to fit, ___- .-- --- -- i 1 hd 1 punt ti iroust be intar ct and popetHy attached, ___,---__„--- i--- Set bc..c k SteppeHip --"-. 1.------ 11-;;,-- this c-j ;taii f or, F Hip rome - provided iav trt_hss man L4 E•-_.1 0.t Ur er, ASCr 7-10: 140 mph, 30' ME•On HiCirti, EnCii0c-ied. Exp L-,,, or ASCE 7-10 120 mph, '30' Mean Hgt, Er dosed, E.>/p D, or Hip frOrie IS designed 1.:0 Qr o,,/id e k3f-ci c in g for fiat ASISF 7-1)5; 110 mph.. 30 r'eon Hgt, ErctosEd, Cot II„ E:xp t:_,„ or top chords of hip i--rone system where indicated. ASCE 7-02, 110 mph,. 30' He,.r. OH Etocosed; Cot. II, Exp 12, Str;,,,I;c:tur a t p a ne.s mid, h. .;.he pr o per tv a t to.the d .,It Pr—tty R T•.:.) 1,,ipt --n.he puhlins.esidentio.i, \ilinci IC DL-#4.? pt#-F, K7t=1.00 so PRO . kaftdARkulek READ AND FOLLOW ALL NOTES ON MOS DRAWINGI C', cvaG"4 .k. 10 FE"r HIF2- FRAME IMIMRTANTIK*FURNISH. THIS DPAVING TO ALL CONTRACTORS INCLUDING THE IN ? j INSTALLERS. 3' . , Trosses reqpieKIs aztperte core in Pararicat;nr?. hortprt'pg, snipping EPatratlipp and P-acing. Rehr, to god ' 19575 P r 7 _ Solt,: -the toteet editor,cP Ef.Si rEturicang Congopeot SoFety Tneormatioo ray TOonst •P'ECAr tore corety , r . LIATE i 0/01/14 practices prior So perforttIng these Sprat:Poppr s, trtatters shot, arose.' tenporary Precing per tBAZ.1. .4001V • tintess noted otherwise, tsp craord sPail hove peSper, tattostr trcturai sheathing Gest raotton shoed ' goee a property attachey cPed d HO ceitrag Locct,crtsilown hcr pepporreet totaPot restratA oh seras # DPWG HIPFRAME10140 -1.,_ . „...-tii .f.___,-)p-i-R, nj_--_= r1:a!1 na,:e brtasing2nstalled per BC.Siest;orrs 2TS. B't,te. Pt0,.!,13 at,pacoble. Appty p1ctes to each tpce — HZ!'j .1 t--1)111, '..1-.. il 1 g_r pf tross or.,po,,ar as:shovat_,abo:rs end rap tele, sropt Detas,, ...plass noted otherwise 0-.07/2015 ...--H L _LI- u j --,,:z.i LL, tete,- to drawings- lotrA:z tor scandard pPpas porertarPs. OVIWAAIS ANII-WCOMPAW thV=Ontrfc'::11jtnljt%'"Ptr=1-1=or'- 'rtr:at'i- P17rt 'l'-rarS96, v ...I ir,tollotIon 'Sr Pradrsg oP trusse TA, 4rt.20.19°42 ge, A seal on this drawings- cover page listing this drawing.Indicates acceptance of professional engineering responsibility solely For the design shown The suitability and use of this drawing 0 W. 13389 Lakefront Drive r For any structue Is -the responsibility of the RulldIng Designer per ANSI/TM I Sec.2. Earth City,MO 63845 For Pore information see "this job's genera, holies pooe arid thtese web • Renewal date 640/2015 ALPINE. wtorptpinertw.cop 10 coo Viestor-an SBCP, www.slacindustry.ongr ICC trwelct se,,e.or,1 CI ci.10 li.R., ..i1;-t;i Ad R P i n-1--o c e m e n t, .1.)e-1-:0 11 „ , , .-- A,`riii.C E 7-II,0: i 1 P 0 m p 1-1 'din d 7,,,p e c), I 5' He o.in he lc;HT E1-: .(0 e'd,. ti-;:<p o s u r r2 C, K z--t.: ,--: i,,uu Or, lor., ,,,-,-, 1,111-4 Speed, 15' Moen 4e198,t, For-tied y Enciosed, Exposc,re C, C.7-1, = 1.00 Oh100 rep'', Vird Speenl, 15' Moon Height, Elnedosed, Exposune It, Oct = 1.00 '7771 - - —- (1) 1x4 °L.' Ehace # (it, 2,-.4 'L." Prece F!12, 24 3," Broce 80, r1.1 2,<6 '1... Er"cc1,21, 2'nk , "r" EirOce "I il EnCiCirig Eincrop 7,16,ecios ono Cinneiner 1I 16,:,bre '/,/eirticoi. ---.„... No 1 ---t— I- ---------,11 I ,.,. .._ -...., Picoros. Ibrogimg i urcutp B ;Lit-o.t..ttp A laroLtp B 1 Ctrovp A 111--o,t,p B 1113t-o,,tp. A I,uroup B !Group A turicLip B 1 H I Gr o,_ir",, A i 11 '4" °-'-'''' ----•,! 1 1 1 — t _______ t6 1 ' - -----t-- I 1 41 .., 4 a , ,,, I 1 1-4' fl" 1- 1-2'1"--'----4!-''-'''-----1"---! ! -• - - ! 1 116711-7,1„.7 1 '-' ' 7-----1 - " --J,„ 61 - -1--5 •--I-- ' 7-1---1 m 1 ' 1 16' tist 3---, , -4,----= -1 1111_41 i nr?.. IS-Lc,dord 1 1 42 1 "1±!,4 i 1 , _!!"r--• 1 I 14:2. 4' ," 8' 3" 1 9' 7'1 1 9' 11' 1 11' 5' I 11' 10' 1 14 Cr" , 14' 14' 0' ' 14' 0' 1 f I• ad, 1 c•-4,-77 1 17- *If 77777,,,,..7.,-,., 1 1. U 1 1-- __, H i; 1._ •!- _J__ 1__.1 t_____ - _____, '4'!,,,,1 !'--- I _ ,____E F. St!..-,1 ___11_,Ll' 71:' l 7' 1-.2" .-11-- t ''i° 2' 1 9' 7 I 9' 11' 1 11' 5" 1 11' 10' I :4' 0' 1 14' 0' 1 14° 0- 1 Pit 0' 1 il i " - ! ---' I I, I li ._ !----, 1 11 I , 1 , Sitart,do6d ' 4' 7' 6,' 7" • 7° Ct* 1 8' 10 i 9' 511 1 11' 5' I ii' "Ey' I Li, ici, i‘, ,_,- , 1,-, 0 , i.3. Li I il I 13c1t.S F11-1-,00c1, Soothenn Pinevee I it h __h__. 4 1 5' (1” ! 4° I 81 0 1 8 1/1 , 10 2. 1 11 8' Lc 1 1, 14 0 1 14 0 ] r . c i 12I-- _W3, --ii .1 ,________ _____I li ._, —1 L,t,o1 I i II I 1--' it2 4' 10" I s' 2' I 2' 1'!!!" 1 '-V P" 1 10' 1" 1 11' Et," -1- 12' 0" I 14 0- 1 14 0' 1 14' 0' I 14' 0' 1 II r ct,,,,,,, i — ...._ : ,,,,,,,,o,., , •i! 7" 01' i 7' 51" 1 19° 3' 1 9' 11 1 11' 5t' 1 11' 11' 1 14' Cr 1 14' 0"11- 14' 0' 1 14' 0' Ni -----1--- LU_---- t:Lid 4 P 1 7' 9" j '' Fr!" ' 2' I 9' 11' 111 11' 14' 0' 14' U'' 1 14' J' I 1.4' 0' I • - 111 CO 1.1_, 1,-1• L__ ,-- , ; , „_,„ ,,,, , ,,, ,,,,, _ , , Gi-C,4,4p D Sr co rd i it , 1 ci o ei 2 !!!! ',DC , !-=1"1'.t" i 11' 11' 11' 10' 12' 10" ITY 9' I 14' 11' ; 14, 0, 7 1 i __ 1 11 ___.,.. 1._.1 147-CV 14 0' - L141 0" 1 14' n' ' 1 ! 1 tfi 9' 11' 6" 1 101' 2' ! 1-k,-Fir ii -I- ' -1 i ------ 1c1 rt---.)17 -1--- 1 • • #2 1 5' .3"444 I '9' 3" 1 4/ 9' 1 10' 11' 11' 4" 1 1:3' 0' 7 13' 7" ' 14' 0' 1 14' 0' _/4„4„,t1 14' 0° ,z' 0' l l L__1,1 i'S 8:tr .__I 1 li _ ---- ---4_____ , 1 . , i el 1 r Lrd It 5' 3" 1 9' 3' --9' ' 1 13' 11' I 11' 4'.1 ! 13' (1" 4_1 li' r• 1 14' 0' 4--- 141 0' 1 14' r„!' 14' 0' 1 1 1 I il .,_ . t -, noroo1 ' 3' I ' 7" ' 10' 1 1' " 1 ° " 1 13' O 14' 0" .. 4' 1-41 1 14' IV HI 11 i itorrotes Fir-Lerch t:',orrthern Pinetree !H L"-' ILd 52i 810143C -- C1 --t --91-T6-11-----T-10' 1 11; 3' I 11' 3' 4_43' 4" T10' I 14' ' 14 0' , 14' ID" ! 11 t , —1 H I 1 _1 1 1 5, c.- T7 9, - I 9, 9- 1 ii, I, i ut 6- 1 112/ 2- r IT ,,,,, i 14, 0,,,J„ 14' 0' ' 1.4! CI' 1 14' 0' il i L.-_-_-_,I, _1 1_ __, «3 ._j ttt, i #'3--- ! 17!' 5" I 8' 6' , 9' 1" I 11' V 1 11' ' I 13' 1' I 13' 8' 41 14' 0" 14' 0' i 14; cc 1 14' Cy F '77777.. _— ....-, ...:"---7-7-7-77-7'11 '•,t) I.1-• -t i I ---7 f— , I-- „ , , t t 4 , 11,--1- brOgee sii01! !se dr L. !,,o-ess-r“,:,!?,:i 041,Gro,;!.ii 01 ,-, 1 ti r i, i 5' 5' 6' 11' 5' I 13' l' I la' al" 11- 14' 0" 14' 0' it-. 0 t; 14 0 i ,_ . t,.., „. _ thor,Dt- ....t. „to, rta6 USE!! Only- Inclustr"#.4 55 or IF 14' 0' , 1 477.7H0' I ,1.4'; .11,1 li i,,051 -1 , 4tb, :SiLeeff;frtc,!t:etclheE:rj,.%.ZZAAp pi, • --- 1 — Starldcl-ci .1 5' 3" 7' 6" 1 la 0' 10' Cr' _I 10"?` 4r1 13' 0' 103' 7" 4_ 14' 0' .....,.. i,-,- - I. 1" ity 4' 1 1!)" _ , 1;3 ._ 1c. 6 -, C 2 I 14' 0' 14" 0" 1 if, 0 1 ,4 o ' 5_-_=_- ,-- _._ _ 4 1 • • • (73 _ 1 ,,,--"1-- 1 #3 I 5' 9' le' 2" 1 10' 7' 1r 12' 0' I 12' 6' i 14 0 , 14 th I 14' Cr 14' 0' 14' 0" j 14 10/ ___1 a1i•1114? Tr Lss DP-to..ii Ncrte,' • — ' ' 71 t•_,I 1 F I Tr. 1 Stud 1 9' '2' 10' 82' I 10' 7" 1 12' 0' 1 12' 8," 14' 011 14' 0°. 1 14' 0" 14' 0' 1 14' 0" T-14" 0" I ;dined Load de ftectien, criterion is C/2.40, - I •--f- I tn, 4' L 18' 11' I 131 0' 1 16?' 6' I 14' 0' / .t4 0" 1- 14710' 14' 0'--7--14 0, 1 14' II" -1 _ .., . • . __ • . , _,.. L-„, _1111,_ 1 Su.n.0,10 net I 5-' t • , P,ovtcre opLiF1 ioorrieLitioris Cor J5 p4.47 f.,!wer, #1 --1--',' 4' 10 6' 1 IF 10 ,j 12' 4' j 1c- la` I ±'_L i 141 0' 14" 0' 14' 0' 1 14' 0" • 14' L 44_41 continuous koerortr,g r°5 psf -It CE4.:4 L r-1 1--, 1 ' , _ #r 1 ..1-- L •- , 6' 1 9=14' 10' 8. 12 2' L ,- _ 1 14 14 0' t 14' 0' 14' 0' 1,1' 0° t 14' 0' 4 I , _41 oebie! end se-de/ports rood frOto 4' 0" odttookers 1 *3 • 1 5' 11' 4, 9' 10" f 1 '1 T, 1CO 6' 41.2' 1 1, r 14' 0' 14' 0' i 141 0" 14' 0" 114' 0' 1 14' 0" I -17- CL.1 I 1-----," -r:f.-. 5' 11' 1 ch 10' _ . 1, , 14 0' I 14' 0' I 14' 0' 14" 0' 1 14' 0' 1 14' 0" 11-1 Ls iii,ina L 1 +'L____ ..._ 1 sto.ndord i E/ 9' _L48' L 9' ;3' 1 11' 7' 1 12' 5' 14t 0' 1 4t 04 1 14' 0" -4--14' 0' I 14' 0' i 14' 0" 1 -4..... Synr, lit- Attach "L" ler oges whit. 104 ,41.1,28-x"11.11' f,ir r) 0040 :-.,.---- , -- - / M Aba!„!4:•F11- I ,f'D ?1,1 For OD L." brecei spore ncriIs ot14 4 1 ,Go.blE ?rocs 1\1 •/ „,.."A! .---'1,Trs7' !!,-.„,, in 13' end zones end 4" 0,C. ;3etween zonesF F/ , I , / 4 ,/ - I, '.,44,*1-"or ,i2) "L.' lereces, space nails et. 3" 0.C. DogOno! brece option, 1 I I 1 I I I I ,// ..,/ 1 i L.---- hii j 1 1 ! -Itilt.._ -,.... _ kr, 13" err zores end 5' o.c between zones. vertice1 length Noy 1:,.e 1 H- I ! 11 ./ / 11 1 i fle,„1-1 ,1 [ ' - ---.,., ^,-.., 1+,) 6,,,0,11,1ed when 6c,g00o1 1 1! II, !).! 1 i • 18' ! 1 ,K, ! ! '412,14' ' 11 . 11 ' 11 11''‹i''-, ,!!!!!-; "L" bracing rocceft he 0 ninindto of 002 rierober length. brare is- dseid. Connect I I l i i l 1 to 1 i I idlogoiDel teroce For 3255 ...r! .., 1 -'El...:----.. /- II -L" ' I • 1 17 I ! 1 '32....%)----__ 1,_ ----------,===1 " 1-r-1.?,1, ti-h-11-91 91" 6- '1'99 ,t cod-, enol, 11,-,4 web 1 BracE, 1 , 11 L.: , , I 1 , , -:-...,. , toto, length 1,L 14, ''' /12,,i4 04-L_ *a or I 1 ill L.r ---.... 11 1Less thon 4' 0' tli44 vr- aX3 ilil 1Lti:H.E.:,!s:5: :w:,,,-:-:" ,!4:,6'2:: '''57-T-r_.7 L17-7I, h I 4' - I 1 I 1 1 '-----,,I'l'"- .7 • I De_ ei t0,10,1C, , L--------HHI ,1 il/7 1 1 I 1 r'I 1 I I I , f I I ' 1 II - 11 Ver-tiCoi tength shcan 11 brOCC,; 91FF: 1 . i 1 I I/ / !I or docen1e cut 1 1 118' III T) 11 1 ` , --lor-,..,,,,,,,,,, i-------- ,, tehee- abet,e• 1 '1-/ / 1 5- 1 I 1 1 1, 1 111 1 1 1 I 81)\,t_1 1 1 --1 1-1° l' /-1,-,i/ •\.,-1 ,1K55 010w n) o t 1 I i , _i__H 1_.,_ j i i 1 i. i 1 . F I ti !!'l' il V. R5c5r- TO got-Jr-ion -thLiSS- cles;c;r: for d 11 eoPope. ohd hoe.: pLa i 1 .4' ' 1' dopoer end, IET I.11.___id __tp.. '- -,..1.:1 te...,.. 11 11 ,--11_...-' , ,, --,---7- , , • _____- ,,,,.- i _ ____ i i / ,7 ' ''' -r- t',.. - - .— , z / : / / ./1 _,---_-: I 11 ReFer to the Buitoling Designer Cor 0' 04 COnni-,:t diCA g01,1, R L .1 I ! I Ina PRoc-.. not addressed hy this deta, ! roiripoint of vertico1 Wet, ---41---i- ,11-1,„ Fle2er to chart 0'" 'V For fr6-- . re --e-..-Tc, ' F,,,,c-i-k ww\y'ARNINGPfw READ AND FOLLOW ALL NOTES ON TNIS DRAVING! ,AGIN .,.., 4., REF ASCE7-10-GABP015 ww.IMPORTANTvw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINL- TOE INSTALLER'S, V' V4, -3. Trusses require ,,,,ctrer... care in fobricatino, handling, shipping, irstoliing°rid nracing. Defer to arid 195'5P. 7 DATE 0/01/14 OF the latest Fl of BCC!' !Building Congo:rent eiefety Ire orrntion.,,,,, TP1 r...n.:1 SKrAi l'Or safety practices prior- to performing these functions. Instsiliers snail provide teieporory bracing p Bc„sf„ C....v. Unless rioted otherwise: too chord shod hese properly attocided structure! sheathing and bottom chord F..P',Vi3 A12015ENC1011914 ., .. . 5,di hove a proper!, ettached rigid ceiling. Loceti,ns 5$101,For pernorDent latera' restraint of oebs AP. ! OA!'le! - - -,-7--p1= ,pi!-!-.---L;••,f -1'- ;N _ Ferer taSv, acpi0nD,:gejiOn6snCtaCxr.edsfhpoeorn cL,i!,iCwSo1vesde1c1p1til;iathtGer.pEthDsE,,DiJdO!!o,r!: Dgeiot,01e5s.aLiprtpee lsseoktneo,teAdp,o,Yt,hepr!owiuse,. to ,,,!, io,.., 0107/2015 J1_ 6 : . --- t•,1•' , iFir,!! '0'"isii," .F Ir.' 3 Condoner-is rropp Doc.snap ill, e responsible for any deviation tiro, o4P1699iT Al 1""W COMPANY A this drawIng, any failure to build the truss in confer-nano, with ANC-I./WI 1, or for handling. shipping. t. ....1 tMAX. TOT. ',D. 60 PSF .,„. Instoration 0 bracing of trees-es. l'A) -4. ,199 ‘,.....* A seal on h11 is drawing or cover page ,ttng this drawing,indicates acceptance of'professional 29 • engineering responsibility solely for the design shown. The suitability and use si, this drawing r r foany structure is the responsibility of the Building Designer per ANSI/TPI.1 Scot. 13388 Lakefront Drive - Earth City,MO 63045 For more infornation see this job's general notes page ond these web either MAX, SPACING 24.0' 4LPINgi sweaipireltorethi TOL www.tplostoroi 110eiiii W ,g, feC, Renewal date 6180/2015 _ - • 1 '