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Plans (2) DEC 2 2 2015 k�I IN t)OF r 1 G AR D Bill ILDiNGPIVISION 49 7 1016" 29.6 9- + + —26'3-12 m I Lm � MI 07 I r-G-)-0 0 r SJ4 J2 ;a r-M r\) —T\ C -T, CT o c I (7)71 ro. ji� r1j M 0 0 CDLD--4 M C2 X ;a 71 M 3 Mom Mcmcr) C4 T cs cr) 17\ c� ml E 1 42 LP = c� JBI T -4 G G2 2 Gr� 0 it O G 17'4"4 10'3"B 15'4-4 V i 43' c- Customer: FOUR D CONSTRUCTION CO. :D r) 0 Desc. : MEDALLION MEADOWS LOT 12 CD 0 M Ti M Ul ADDRESS: 0 z Designed by: IKE ISAKSON 2: C) 0 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VM67175ZO907132938 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR p Pjlp�.� Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) <v� 14659 Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, 15.02. '� r Truss Design Loads: Roof - 42 PSF 0 1.15 Duration;32 PSF 6 1.16 Duration Floor - N/A Wind - 120 NPH (ASCE 7-10-Closed) `Y 9 fC > 1989 $v Notes: AHW, 1. Determination as to the suitability of these truss conponents for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12016EC1- Submitted by CWC 13:28:31 12-07-2015 Reviewer: BFR S9 # Ref Description Dravino Onto # Ref Description Dra in # Date 1 89416--A 15341026 12/07/15 39 89455--SJ2 15341059 12/07/15 2 89416--B 15341027 12/07/15 40 89456--SJ3 15341060 12/07/15 3 89417--BI 15341028 12/07/15 41 89457--SJ4 15341061 12/07/15 4 89418--112 15341067 12/07/15 42 89458--SJ5 15341062 12/07/15 5 89419--C 15341068 12/07/15 43 89459--NR1 15341065 12/07/15 6 89420--C1 15341029 12/07/15 44 89460--NR2 15341066 12/07/15 7 89421--C2 15341030 12/07/15 8 89422--C3 15341031 12/07/15 9 89423--C4 15341032 12/07/15 10 89424--CS 15341069 12/07/15 11 89425--C6 15341033 12/07/15 12 89426--D 15341034 12/07/15 13 89427--01 15341035 12/07/15 14 89428--02 15341036 12/07/15 15 89429--D3 15341037 12/07/15 16 89430--E 15341038 12/07/15 17 89431--EI 15341039 12/07/15 18 89432--E2 15341040 12/07/15 19 89435--G 15341063 12/07/15 20 89436--61 15341041 12/07/15 21 89437--62 15341042 12/07/15 22 89438--63 15341043 12/07/15 23 89439--G4 15341044 12/07/15 24 89440--G5 15341046 12/07/15 25 89441--H 15341046 12/07/15 26 89442-41 15341047 12/07/15 27 89443-42 15341064 12/07/15 28 89444--J 15341048 12/07/15 29 89445--K 15341049 12/07/15 30 89446--X 15341050 12/07/15 31 89447-41 15341051 12/07/15 32 89448--X2 15341052 12/07/15 33 89449--X3 15341053 12/07/15 34 89450--EJ1 15341054 12/07/15 35 89451--EJ2 15341055 12/07/15 36 89452--EJ3 15341056 12/07/15 37 89453--EJ5 15341057 12/07/15 38 89454--SJ1 15341058 12/07/15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR A) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 20.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design. cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched. See DWGS A1203CENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. 4X5= i \ 8 � 5-8-13 _� 0-7-8 / � �� 0-7-8 18-2-10 r" 3X5 B2 R II //, / / //IT �/i//; ( )( ) 3X5(B2)(R) III L-1-6-0-JL-1-6-0-J (, 7-8-0 7-8-0 IE 15-4-0 Over Continuous Support R=180 PLF U=27 PLF W=15-4-0 RL=16/-16 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Compponents of Oregon 503))357- 118 '"MIfAIINGI"• REM AND FOLLOR ALL NOTES aM TNIS Daulrcl t 825 N4t11 Ave,Comellus Ol�AMP "IiOREAYr"' FlIPMISN TNi3 DRAVINR To ALL CONTRACTORS INCWBINg THE IMSTAUERS. TC LL 25.0 PSF REF R7175- 89415 Tru.wa Nagai ra—r—caro in fabricating, h.r I, g. snipping, Install Ing antl racing. Aafar to 1W fulluw SAI fix Intent edition of BCSI (Build lr9 Coapon.nt Sefaty Inforaatlon, by TPI end NTCA)for nasty pratticen prior t,V� 14659 �'• TC DL 7.0 PSF DATE 12/07/15 o Performing those f,vlcclons. Instillers~1 provide temporary bracing per BCS 1. Unless notetl atnerwlse. top c-ol shall nave pruperly a 1,nd!strati Nal aneatning end botc.w elwrtl shall have a properly nttachwtl rigid tailing. lautiona a n`for pernanentu lateral reatra lei of nobs shell have bracing inatal lod par BCSI BC DL 10.0 PSF DRW CAUSR7175 15341026 —J.ns BI, B]or 810. ea app-lc able, Apply plates to each feta.f tru end paaitlen es shown ebeve entl an athe J.Int Details, unless noted otherwise. R.fer to drawings 16GA-Z rar`starmnrd pinta poslila,ws. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a tllvis lun of ITN Building Coesx,nanta Group Inc, snail nui be reapunsible for any tlevlaclon fru.this nwi„g, any fel lar.to build ib trgae in tanfarwnnLe with ANSI TPI 1, .r far ha dli g, shipping, TOT.LD. 42.0 PSF SEQN- 184950 AN irwconAPAnr i_.11ation&b...1,g of trusses. V A.rI en this dr :ng dr afger page lifting tel.Orn.I'r�p Indicu,w eepfpbrref er praf.rlonel MVI-1 9 FC 7�196 `V rwpwulblI Ity sol*y fbr thw d—ign els,. The=bllltlr.nd w of ld le thew q far.rW ftruef ro Iw tl S. QQ 8351 R"I"'Circle rwepaneibllity or il..Building geer flgnpar ANSI/TPI 1 S-2. /�IH�./e11�►` DUR.FAC. 1.15 FROM I KE SACfig11C8to,CA 95828 Par mora info_t"'sae chis Jobs general no s page.rd tnasa nab sitar: CCf1 1Ji� SPACING 24.0" J RE F- 1 VM67 1 7 5209 ALPINE:ww.elplrlel b.can; TPI: wwr,tpinat.org;RTCA:www.sbclntlurtry,com: I :wan.i.......rg (1215005--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 12 -- TIGARD, OR — B) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: :T3 2x4 HF SS: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x4 HF Std/Stud :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: 120 mph wind, 22,68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF DL=6.0 psf. cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched. Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requirements. Bottom chord checked-for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC 12 section 301.5. for dead load is 1.50. + Provide lateral bracing for inset chord. Attach nailer 4X5 at edge of lower roof diaphragm, or use purlins at 24" oc. \\\ 3X7-- I B + \ T3 9-3-8 / + _ / \\ + � T2 18-2-10 T /, /./, // 3X5= -- --- T 3X5(1B2)(R) III 2X4(")% 3X7(A2) III 11-6-01 I1-6-OJ fE 18-4-0 7-8-0— � L, 9-10-6 1 3-1-10 I 4-11-1 °-ails 7-8-0 _I 26-0-0 Over 2 Supports R=265 PLF U=37 PLF W=11-1-8 R=1586 U=138 W=5.5" RL=33/-33 PLF Note: All Plates Are 1 .5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Com onents of Oregon 503)357- ]18 **VARNINGI**NEM AMU FOLIO ALL NOTES ON THIS DRAIIINGI �, � TC LL 25.0 PSF 825 N4tPh Ave,Cornelius 0 03ffl "1191 TArr' FINNISH THIS°"'INN TV ALL CDINACTORS INCWDINs THE INSTALLERS. �'r, REF R7175- 89416 rrpa.ea respire a tr t rn In rabrleatlr,g, nantlling, ahl t—, ins tall hg arei bracing. Rafar tp and fpl,ue TC DL 7.0 PSF DATE 12/07/15 thn lata'etlitlan of ti (9p,ltll g CaPanei,t ser'y Inraraatldn, by TPI e,I NSCSI rar n.rety practices Prior 14859 'Q o perroraing thane rpno<Io.,-. I,Iti tars-r»II provide teepo re ry bre<I,q Per,CSI. unlenn rosea other..i,e, f� sup chs rtl enell nave properly a teunetl street rel aheath�ng antl buetpa thortl snail have a pro 1 ettachetl ^� par l BC DL 10.0 PSF rigid celll,g. 11 111 , I ahp.ntror Par ApplypLaterel r<'ralnt If rata.hal, haps tret Ing In'sllad par ecsl DRW C:AUSR7175 15341027 �� sect Ions 93. 87 or 910. ea app„cable. Apply plate.tc eacn Tace or true-and poaltlon ea anown above and on QO tna Joint Details, unlens rotstl otnereise. Rarer to tlrne Ings 19pA-Z for starMnrtl plate positions. Alpine, a tlivt-Ipn or ITN building Cprponents Gropp Inc. shall opt to re-punaitle fpr any d.p;at,pn free thl- BC LL 0.0 PSF CA-ENG BFR/CWC drn N. nny toilers to- d CM tru-s in tunf�reanpa alto ANSI/TPI 1, ur Tur nantlllnr, anlPPingAN ITW COMPANY ;n-<ellet;an.brecing If trp--<-. 9 �• TOT.LD. 42.0 PSF SEQN-• 184956 A anal an chle erring ar aw.r Pew 1lstlng this erwing, 1„eleew-I"*—ar Pralbealenrl anglneerl f b rwpx,emlllty ee/e1y rar ur eeeign re—, Thr sulbblllt�y ere w If r is rlrwing for erg eerL IIre i v,. 8351 Ruy9nn Ci it r Pene,blIlty er tn.wlIdI g geelglrr Per ANSJ/TPI 1 S-2. ,7dN wr G�A UR.FAC. 1.15 FROM I KE Sarni tntc,CA95828 Fpr sera Infpry<Ipn yea th,a;db's general nates pages ens tII,a eat ) ASPACING 24.0” JREF- 1VM67175Z09 * ALPINE: TPI:eww.a lP iris lte.cdn: eee,tpinat,org: RICA: ICC:ewv.sbclMu-t ry.com; waw. ........g (1215005--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 12 -- TIGARD, OR — 61) THIS DIG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. 4X5(R) III \� T 1.5X4 1 .5X44/ \x W3 �\ 9-3-8 B F- / \ W2 \�� 8 0-7-8 0-7-8 18-2-10 3X5= 3X5= — ------ \\\� 3X7(84)(R) III 3X5= 3X7(A2) III 11-6-01 11-6-01 6-6-0 _I_ 6-6-0 _I_ 6-6-0 _�_ 6-6-0 8-8-0 8-8-0 'I 8-8-0 13-0-0 I 13-0-0 I 26-0-0 Over 2 Supports R=1236 U=87 W=5.5" R=1236 U=87 W=5.5" RL=186/-186 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02.0 QTY:7 OR/-/1/-/-/R/- Scale =.25"/Ft. Trues Components of Oregon (503 357- I18 ' MRNINGI'.READ AND Faun ALL NOTES n TMIS DRMINGI `�,�t`Q� F TC LL 25.0 PSF REF R7175- 89417 825 W 4th Ave,Cornelius OT 97�13 "IMPORTAMr" R MISH THIS DRIVING To ALL CONTRACT=INCUAIIMS THE INSTALLERS. Trusses require axir c ro in fabricating. hantll.ng, shipping, I,uteliing antl bracing, Refer to a„v f"II"„ /._ TC DL 7.0 PSF DATE 12/07/15 the latest edltlon of 8c51 (Bulitling Conporit Safety In neat to n, by TPI a,.d IBCA) for safety practices prior �y 46 O pe rfo rainy these functions. Installer shall PrOVid.terpora ry bracing per w5l. Unless notetl ONar.ise, 1f. _ cop chord snail have properly ettebnetl strut[Fal.n—thing—-tto.chard shell Mve a properly a[ached rigid calling. locetlons sbpwb far I-_r r' r..t 1n of webs.heli have bracing Ineteil-tl r ACSI BC DL 10.0 PSF DRW CAUSR7175 15341028 a �I� I�� dens B], applicable. Apply plate.-each face of eru end poaltien s.shown Shave eM o ll ll� the Jaint Details, anlasa,wtnd Otherwise. R.—to drawings 16DA-Z rnr ste rd plata pu.ltlan=. n BC LL 0.0 PSF CA-ENG BFR/CWC IIJ� Alpha, a tllvlsiun of ITR Building Cwpu,w,nts Gruup Inc, snail nut ba r.aw" ble for any tlavlatl"n fru-thin draw.ng, any fail-re[o build the truss in cunforrwrwe with ANSI/TPI ,, ur fur handling, shlPPing. n ,w TOT.LD. 42.0 PSF SEQN-• 1 84439 AN ITW CJJMPANY installation s b1-t of itdeaea. 9 A wI en this Oraslfq pr.war pKp IIat IIID this afa.i.D. Ind#— —.ono.of profs—Ians1 M.D llrsrinR �ua�' fspsrs ibi l ity Title Fpr tis Dmig slaisn. The TP 1 S1 ler.le l..a.ml.ah—IdD Far.�y.trubwr. /` DUR.FAC. 1 .15 FROM I KE %351 Navane Circle rwsp,rrs ib111ty aT the Ml11dIry d.Igll.r per AMSI/TPI 1 S—.2. sJCRgnen1q CA yssz$ ALPINE, For ii ilwnfo LTPII a-pir db•e general r—,Peg.a„d these web.ire,: SPAC I NG 24.0" JREF-• 1VM67175ZO9 a p pinst.Org;R7cA:weer.sbclMuftry.con; ILC: .Iccsafe.org (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 TIGARD, OR 62) THIS DAG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. -- - chord 2x4 DF-L 2400f-2.OE Bot chord 2x6 DF-L 2400f-2.OE 2 COMPLETE TRUSSES REQU 1 RED Webs 2x4 HF #2 •W1, W5 2x4 HF Std/Stud: Nail Schedule:0.131"x311, min, nails :Lt & Rt Wedges 2x6 HF #2: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 67 plf at 0.00 to 67 plf at 13,00 in each row to avoid splitting, TC- From 33 plf at 13.00 to 33 plf at 19.87 4" o.c. spacing of nails perpendicular and parallel to TC- From 67 plf at 19.87 to 67 plf at 26.00 grain required in area over bearings greater than 4" BC- From 10 pif at 0.00 to 10 pif at 19.87 BC- From 20 plf at 19.87 to 20 plf at 26.00 120 mph wind, 23.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1139.24 Ib Conc. Load at 1.94, 3.94 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 1135.97 Ib Conc. Load at 5.94, 7,94, 9.94,11.94 DL=6.0 psf. 13.94 BC- 1099.00 Ib Conc. Load at 15.94,17.94 Wind loads and reactions based on MWFRS. BC- 2165.07 Ib Conc. Load at 19.87 4X8(R) III Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8% �`� 4X8-` 8 F 8 W1 \\ j W5 \� 0-7-8 \ � � 0-7-8 -_-- T X18-2-10 4X8 H 8X8(R) III 6X10(68R)= 4X8 III 6X10(B8R) 6X6-- 6-7-10 X6=6-7-10- 6-4-6 6-4-6 -+ 6-7-10 � 13-0-0 I 13-0-0 26-0-0 Over 2 Supports R=7735 U=657 W=5.5" R=6416 U=657 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.02.0 QTY:1 OR/-/1/-/-/R/- Scale =.2511/Ft. Tres Components of Oregon 503)357- 118 "VAIWINGIee READ AND FOLLON ALL NDRS ON THIS RRANI11G1 laV 825 N 4th Ave,Cornelius Ol�97113 e'ip""rANT" R"M1EN TMIs RNMING TO ALL cwrtwusroRs INCOMING THE INSTALLERS. S.t�tb F TC LL 25.0 PSF REF R7175- 89418 Truwaes r,q,,,w a In}abricai lry, hantllirig, whlppl„gantl, i-I Iiw bracing. R.f.r to ab iul low the latest ed hien otr cre r SCSI (RUIltling Cwwponent Sefaty Intor.etlon, by TPI and RTC.) Tor aarety practice.prier ♦�y� � TC DL 7.0 PSF DATE 12/07/15 o performing th<s<f,v,ctions. Installers shell provloe temporary bracing per SCSI. Unless notetl oU+arwise. [/ 14659 '9 iop uhwrtl...I I haus prep@'ly a techad structural ahee hl;entl butte.chard shell heves a properly = [ached rigid celllrg. Iccatlonemf"perwenant let...I rastralht or webs eh.I I nava breuing InIt.IIwdtper RCSI BC DL 10.0 PSF DRW CAUSR7175 15341067 eL �� sections S3. R7 or R1G. es applicable. Apply platen to each rice or cru w I—position as shown above end an-Joint gwt-IS, unless nwtwd othwrwiw<. Refer to dr hl,s 160A-Z forwwie d pieta pawltiuhs. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a dlviwi"n or ITN Bulltll,g Ce.panents Group Inc. whall nut ba rwepensiblw rur any deviation rru.this dr-h,,, any Tailor@ to Wild the truss in wnfarnrnce with ANSI/TPI 1, ur rur hantllirg, whlppl,p. \/ TOT.LD. 42.0 PSF SEQN- 1 84944 AN ITW C.OMFANV Installation A bracing or vaswew. A wool on thl.drawing,or eaa.r Paw IIYIIp Thi•drool row Irdl- ..op-of prp'Iha 1-1 wrig,lrlooring, /D �fCi ''11'��/ (� r..per.I.Illty ool.Ir ror N1pon. Tn.aulLbillty.nd ar of ani•droving rwr w stns:[r.1.Lr �A ��. pQj DUR.FAC. 1.15 FROM _I KE N351 RGVRna Ci¢le roopwulblilty or=y Mending,Roolg,r-p.r ANSI/TPI 1 Soo.a. V e Sxnlimntoq CA 95825 Fpr.pre Infurmatiph w<thiw Jab',gw,w,ral np page and these web Sitww:ww.l TPI:w ASPACING 24.0" J RE F- 1 VM67 1 75209 ALPINE:www.elpl rel to.cow; wNTCAaww.sb .tpinst.org; : clntlustry.cow; ICG: ccwar rg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - C) Top chord 2x4 HF #2 J3 2x4 DF-L #1&Bet,: 3 COi1PLETE TRUSSES REQUIRED - --- Bot chord 2x6 DF-L #2 :83 2x6 DF-L SS: Webs 2x4 HF Std/Stud :1112, W4 2x4 HF #2: Nail Schedule:0.131"x311, min. nails :W7 2x6 DF-L SS: Top Chord: 1 Row @11.75" o.c. Bot Chord: 1 Row 0 6.50" o.c. Special loads Webs : 1 Row @ 4" o.c. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Repeat nailing as each layer is applied. Use equal spacing TC- From 67 pif at -1.50 to 67 plf at 2,06 between rows and stagger nails in each row to avoid splitting. TC- From 33 pif at 2.06 to 33 pif at 24.25 4" o.c, spacing of nails perpendicular and parallel to TC- From 67 pif at 24.25 to 67 plf at 27.25 grain required in area over bearings greater than 4" TC- From 67 pif at 27.25 to 87 pif at 29.50 BC- From 5 pif at -1.50 to 5 pif at 0.00 120 mph wind, 19.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 pif at 0.00 to 10 pif at 24.31 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 22 PH at 24.31 to 22 pif at 29.50 DL=6.0 psf. TC- 347.45 Ib Conic. Load at 5.96,20.36 TC- 542,00 lb Conc. Load at 27.94 Wind loads and reactions based on IIIFRS. BC- 108.54 Ib Conc. Load at 2.06 BC- 110.64 lb Conc. Load at 4,06,22.25 Calculated horizontal deflection is 0.13" due to live load and 0.14" BC- 247.05 Ib Conc. Load at 6.06, 8.06,10.06,14.25 due to dead load. 16.25,18,25,20.25 BC- 494.09 Ib Conc. Load at 12.16 In lieu of structural panels use purlins to brace all flat TC @ 2411 BC- 2682.84 Ib Conc. Load at 24.25 OC. BC- 405.64 Ib Conc. Load at 25.94 PL- 405.64 Ib Conc. Load at (26.02,18,36) Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 1.5X4 III 5X7= S 6X8 / W2 W4 0-7-8 \ f \\ 3X5 6-7-8 \ 3X10(F2) 18-2-10 3X5(B1)= 1.5X4 III 4X5= 4X8- H0710= B3 \�� 0-6 0 3X10= 1 .5X4111�� 2 +16-2-10 R=3279 U=307 W=5.511 5.07 - 1It 6-0 R=5721 U=402 W=5.511 6-0-0 7-1-14 7-1-14 3-9-4 -10- 3-6-12 5-10-4 7-3-10 7-3-10 3-10-4 -7- 3-6-12 6-0-0 14-3-12 9-2-4 24-3-12 5-2-4 E 29-6-0 Over 2 Supports Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=2% O% /4(0) 15.01.02. 9R TY:1 OR/-/1/-/-/R/- Scale =.2511/Ft. Trues Com =Tents of Oregon 503 357- 118 ' WAIMiIMGI--RF/1G AND FOLIAR ALL NOTES ON THIS DRARINGI REF 117175- 89419 6 ••IIPARTANr FURNISH THIS=WING TO ALL C n UWGMn INGw=ING 71111 INGTAILIUM. Cj TC LL 25.0 PSF 825N4t Ave,Cornelius01�97 13 Tr"seas a=craw era m rmnwu ng, anlppirig, matining and bracing. R,far m apd ren.,@ ��.? 14659 9 TC DL 7.0 PSF DATE 12/07/15 x latest etlltlon of=C51 (Gulltl Ing Coaponent Safety InforwYlon, by TPI entl RrLA) for aafa[y practices prior o perforaing these funcclons. Instillers shall Prov l de te.por-ry brad,Per 9CS1. Unless rated otMrvise. {'� top chore Snell have properly--hod t[ached structural shaathl,y end i-chord shell nava a properly 1-1-dtl rigld�alling. tscatlnns,hown-p-loo nit lateral 1-111 nt,f i.ebs shall nae br..IN I. -n.d per WS BC DL 10.0 PSF DRW CAUSR7175 15341068 acions83, 87 orGIG, asApply plot,,toeach faceof tru' end poeltl onthe J.-=atolls, unless notod otherwise. III-,to tlraai IWA-Z rorat Ord plate positiure. BC LL 0.0 PSF CA-ENG BFR/CWCAL-PNE; Alpl n,. a die isiun of ITN Builtl leg... II,nta Group Inc. shall nut be reapunalb le fur any tlaviatlun fru-this tlrawing, any rallury to bpiltl the trues In cenTurwra:a with ANSI/TPI 1, ur Tor herwlirq, ,hipping, V AN ITW COMPANY Inst-Il.tIon b br.eing or treea,e. 9 FC 7 1gB9 �ft�`r TOT.LD. 42.0 PSF SEQN- 185013 A...I on th1•Nrring.r imy.r p•G•Ilsting thl.d-i1�0 Indleawe.ptals.of pr.f.. l-I.7191-1.g S -lig-lel l Icy-.I.Iy for tea dollig.ot- TtltI r el l i;y ood=.f mI.Nr..Ing for.,d.tropwro 1-a. sTJgM�,GN�4 DUG.FAC. 1.15 FROM I KE 8351 Rwam Circle T." -IelI M,of aR r ul ldirig=wror lgpwr ANstml T S-2. Swrvlxntq CA 95828 For wore Inforw.tl..,..1.j.W.gene,-1 note,--.nd thea was eita,: ALPINE:.vw.eipinel G.con; TPI:www.tp-t-g;NTCA: www.sbclMustry.com; ICC:w.w,lcca-fe.nrg EXP.12-31-15 SPACING 24.0" JREF- 1VM67175209 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR C1) THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 21.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7(R) 111 1 .5X4111 5X5= e W2\ � ; 3X5 5-11-8 8 f / W4 \� 2.0.6 0-7-8 _ 7- 18-2-10 1.5X4 III 3X5= 3X5= 1.5X4 III 3X7(84)(R) III 3X7=— Ll—6—OJ X7=L1-6-0-I �! B-0-0 }E 5-1-14 >.TE 5-1-14 5-10-8 8-0-0 I 10-3-12 1 5-10-8 J 24-2-4 Over 2 Supports R=1154 U=69 W=5.5" R=1054 U=52 RL=96/-96 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4 0 15.01.02. QTY OR/-/1/-/-/R/- Scale =.3125"/Ft. ••IARNING1ie R m n ) ESN AND FU�IDA ALL MIRA ON rxls BRAVIN61 Truss Co o ents of Oregon 503 357- ]I S � S25 N 4ih Ave,CorneLus OT�971 13 •'Irortrrwr• fuwllN THIS aNNINB TD ALL carlNAnoNs INcwolNo nl&IIBTILLIERS. `e� TC LL 25.0 PSF REF R7175- 89420 Trusses r rn nxtrwea c a In fabricati harWli aM1l 1 °qui ry, ry, pp nB, i ulllnd arm brachy. Rnfnr w antl Pulluw d the latest etlltlwn aT BCSI (fi111,11g Ce•Penent S-ty InTermtlan, by TPI entl VTCA) far safety Practices prlar Q 14659 "Q TC DL 7.0 PSF DATE 12/07/15 o performiry these functlonn. -::t [I-'-shm11 provlrb tempo r•ry bl•c per SCSI. Unless noted otherw ase. r top chortl atoll have properly ettauhetl--t rel aiolthlr and bottom onord shall haw a properly a[LacM1ed rlQltl ballI„g. �cetlema shown Tar par--"t"lateral reatrant eT webs shall have bracing 1natoli-1 par BCSI BC DL 10.0 PSF DRW CAUSR7175 15341029 �� ,�, sections B3, B]or 810. en applicable. Apply plates to ll feces nT tru o posit len as shown above erN on d II��r� t<�°int betnila, nlenn =.a eTnr loos RmT.r to tlrawl�a 16GA-Z TorssinMnrd plate puaitlena. BC LL 0.0 PSF CA-ENG BFR/CWC Alp lrie, a tlivla lun of ITV Builtlhp Cuvlpunentn Group Iris.shall,wc be renpunslble Tur any tlw Vatlun True thin d rowing, anY tailors to builtl tl»truss in cunfurannue with ANSI/TPI 1, ur Tur nentllinB, sM1lpp iry, v AN ITWCAMWaNY inst•Il° °^N ar•c;nQ eT iraaaaa. ,9 F� 7 1g8°' 4k� TOT.LD. 42.0 PSF SEQN—• 184578 A wwal sn thio drawlny or aaysr MP IIat I11V this droolaV Indlostwa maooitarw er fMalaff•I _ ramPenml blllty aal•ly fpr tlr dfalpn slsn. TTa ault�bl llty oro Nsa of tnlw drwlnPprof may 1 sru ai'�I'm tA� Q s3s1 RuvabRCrele rmapamalbl llty ar trs VulldlnV D—IWlwr Por ANSI/TPI T ssm.2. �jlaM tea Q` DUR.FAC. 1 .15 FROM I KE SRCISI11CRtD,CA 95828 For— lnfora•cibn non thea iob'n Q.—I no a p.Qe•.w tnena mob sites: ALPINE:mww.elpinel[w.com; TPI: www.tpinet.org; VTCA: wmw.abclntlustry.com; ICC:..lccsefe 9 EXP.12-31-15 SPAC I NG 24.0" J REF— 1 VM67 1 7 5ZO9 THIS DIMS PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - C2) Top chord 2x4 HF #2 120 mph wind, 21.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W5 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= H0508=- 1.5X4 III % j W3\ (a) \� \ 7-3-8 W24M' W5 2-0-8 0-7-8 — \ 18-2-10 3X5= 3X10= 1.5X4 III 3X7(84)(R) III L1-6-OJ IE 6-7-0 ft E 3-5-0 I_ 6-3-12 7-10-8 6-7-0 9-8-12 7-10-8 L 10-0-0 I 6-3-12 I 7-10-8 _I 24-2-4 Over 2 Supports R=1154 U=74 W=5.5" R=1054 U=55 RL=120/-119 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 .02. T :1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Compponents of Oregon 503)357-!118 ee�+INGI SEAo ANG��«NOTES oN THIS GxnINGI REF R7175- 89421 825 N 4fh Aver Cornelius OP 97113 "I AS" Puwlsx THIS GMMINB To Au CW MeclGes INCLNMNM THE INSTALLERS. TC LL 25.0 PSF Trnaaea.admire eof SCS cava In fabricating, Safi ng, znipplrp, lnstellIng a d bracing. Refer to arm r Ilue wd 14659 F� TC DL 7.0 PSF DATE 12/07/15 tlx latest etllt ion of SCSI (Building Compo n[Safety Infnrme[lrn, M'TPI end MICA) for safety erect ices prior /r. o Performing tnese functions. Instal lers's1-1 I provide temporary bre.Ing per SCSI. Unlesz noted others top cnurd 11-11 1-ve properly e[Lached struct rel 11-athing o butt..tMrd sbe11 neve a properly at[r rlgld tening. lntetlons amen for pernelxniulrterrl .astral.ar»ane a1-11 1-ve brating Inatanad per SCSI BC DL 10.0 PSF DRW CAUSR7175 15341030 �� • aec[lona 63, 1 or 61G. as appl lcab le, Apply plates to arch face of fru end pos pilon ea shorn above e,N on d in.' sent Betai n111a mated ntnar.pla. Rafar ca draeinga,BGA-: standard plata peait...t BC LL 0.0 PSF CA—ENG BFR/CWC Alpine. a tlly is pun ur MTM But ltl ing Cumpurients Gruup Inc. snail nut 1-respunz ible fur arty tlev iatiun from ibis dra.ino, any rail...tb bnl Id t1-tra,e in tanfarmant.Mitn ANSI/TPI 1, ar far h.—I Ing. z pping, FC 7 1g8 (�``r�r TOT.LD. 42.0 PSF SEQN-• 184573 AN ITW COMPANY inlcal l.t ion A bating of trnllea. 9 A—1 en thlM d—:,O or eegMr ppM Iloting this tlrMM l nt, InlhiMtoo Menpynoo of prdflNMlerrl mVinrrinp 8351 Ruva 6Cicle r..pMm.IbII Ittyr orlsti Sol I itlrino�lgnoI`I�"w AISI/TPrrif1 Soo.2."d .e of tnl*ar..lnM for.o Meruewr.I.ane i�pr/qNw.G�AQ DUR.FAC. 1 .15 FROM I KE fwponM I b I I I Sacrnmilto,CA 95828 Far mare Infdreetian 1 thlz Job's gemzrel na a Pepe.nd these.ab a—lccsr TPI: ASPACING 24.0" J RE F-• 1 VM67 1 7 5209 LPINE:se 1pinelte.cam: aee.tpinat.org; MTGA: I wxw.sbclMustry.com; GC: re.rrg EXP.12-31-15 LOADS &DIMENSIONSTHIS M PREPARED FROM COMPUTER INPUT (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - C3) ( ) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.34 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 4X5= 8 3X5�i I I W3 W4 8-7-8 e wz (a) Z/ \� 3X5o` 2-0-8 -- - -- ---- 18-2-10 1. _ 1.5X4111 3X5 3X10= 3X5= 1.5X4111 3X7(B4)(R) III 11-6-01 6-7-0 5-5-0 2-3-12e.1. 5-5-0 4-5-8 6-7-0 7-8-12 5-5-0 4-5-8 12-0-0 1_2-1-12_L_ 9-10-8 I 24-2-4 Over 2 Supports R=1154 U=79 W=5.5" R=1054 U=59 RL=143/-143 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. _QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Comphonents of Oregon (503)357- 118 aeMRNINOI•+ halo AND roues ALL MOM ON nits BIMING1 TC LL 25.0 PSF 825 Not Ave,Cornelius OR 97113 "IFORTANrrr F MIBN THIS DiAWl1111 To ALL wrinArrglls INCUSIM TO INSTALIEA6. C. REF 87175- 89422 Truawa rpul rr a[raw caro In f.brlcatlry, M1a 111 , shl PPing. instal l my antl bracing. R.—to and fol 17 — Iaeat ealtlan of WSI (eurlatr.p ca.nanent s.fety Inraraalan. by Tpl a W") far s.f.ty pr.ctices prior eL 14659�''9 TC DL 7.0 PSF DATE 12/07/15 :o Parfor.lny tneae rancclona. Inac.11en.till prw iris te.por.ry br.tIW Per BLs1. unle..notes-_1 1... Q op tnortl a 11 nese properly eaetn.e trubt rel ane.tnir9 em bottae ,d anon n.v..properly.ttebnetl r BC DL 10.0 PSF DRW CAUSR7175 15341031 r. rigltl ce 111.9• 1—dons sho.n for p.re.nentuiater.l restraint or..Ds,hell h—brecing Instal lee per SCSI sect lona 63. BT or B10. e.eppl abl. , Apply pl.tes to.ecM1 feceubf eru antl poo ltlon n aMw,above aM an Q the paint stall,. ante]I rotatl atM1.r.lae. gofer to tlrael� ,B— rar+ste Ibtl pias positions. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine. a tllvla ion of I1R Bui ltlinp Carp.nents Group Inc. h AN n t b1 reepunsi bis fur any Gp l+tlan fruit[M1ls tlraeing, any feller. bulltl tit.trPa. .n uanfaraanne eltM1 ANSI TPI ,. ar far waling, aM1iPPing, Fc 'r 199 �w TOT.LD. 42.0 PSF SEQN-• 184665 AN TW COMPAM/ Inst+l l.t ion A bract r creases. A rl pit shl.rr+.lr9 ar aw.r p+p+n.sl p enl-arwlny, Inela+ta+wa+pfallaa of Pranw+lah.l.ra,wrrl1 / Q r..Pwrlbnlby.ally rer nr ewlpr-11s.. Tho aultablI Icy ane w of MI+errinp nor.ro ser.�r_I. w 8351 RmmCirele r"pO1"p11f�'"T`"'e""°"'g°sola..P'r Allo'^" ,,.p•=• r/q pyyr�HAQ DUR.FAC. 1.15 FROM I KE Secy Mo,CA 95828 For.pre Infarwtlan sae tM1ia;ab s gener.l na p.pe.na tle,..eb a TPI: —p ALPINE: 31-15 SPACING 24.0" J REF- 1 VM67 1 7 5209 a w..IPlrlelb.con: lnst.org: f A: I w sbclMusery.cwn; CL: w.. aefe.org EXP.12- (1215005--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 12 -- TIGARD, OR — C4) THIS DW PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 4X5(R) III 3X5% / W3 \� $ - / 3X5�� 0-7-8 2-0-8 - — - 18-2-10 1.5X4111 3X5= 3X5= 1 .5X4111 3X7(84)(R) III 3X7=- 11-6-01 X7=11-6-01 6-7-0 6-6-14 6-6-14 4-5-8 6-7-0 6-6-14 6-6-14 4-5-8 13-1-14 1 11-0-6 1 24-2-4 Over 2 Supports R=1154 U=82 W=5.5" R=1054 U=62 RL=157/-157 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02. O.9 Y:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357- 118 'w�IMGl'a READ IRM poua ALL W ES DN THIS DRANINsl S25 N4th Ave,Comeltusof O 97113 '•IIPDRTAYr•• PNNNISN THIS DNUIND To ALL CDMmACnM IlNcuIOIW THE INSTALLERS. �S .e- TC LL 25.0 PSF REF R7175— 89423 Trussua-qui—-zirne-c re In rahricatlry, naMnrg, sM1Yppirp, i,wtallfrp aM bracing. Rarer to and rualar, `� oe I.t..t atlltlon.f InCsl (Banding C-wponant s.r.ty Inf-rwafon. by TPI em WCA) far.ersty pr.-tic.s prier 1 46 59 TC DL 7.0 PSF peri-rwi y rhes-r a cilendo Inst.lI.-dna I or..lds t.ap-r.y b..-f.g p.,M51. Unl.ss noted DATE 12/07/15 top-and a 11 nae-properly ecce-natl atro-t..l.ne.inlog a,w Iw<t.•.-I.engin --.pr.p.riy-waned riglen-el11 g. tncael-n..no•n for Pers.n.nc I.-r.1 r rafnt-f wee..-It neo.d—,w lm 11.dtper acsl BC DL 10.0 PSF DRW CAUSR7175 15341032 � sections S3. B]., D10. a.atod the Apply plew.to each face.f truss dmf pod ltlon es mown efwva end-n AIL the -int Detell., unleIT n-ted-t„et~iae. R.I.,t-Ir ,SCA_Z far-.-.rd let. BC LL 0.0 PSF CA-ENG BFR/CWC ngs p pas itluns. Alpine. a div 1..u£nN Bui hs t... iu enta Croup Inc. dull not G r.apuns ible far any tlwl.tiun fr-n this tlrawirg, anY failure to build tM trues In cunfurwar-;e siw AM51/TPI 7, ur fur Mrltll ing, an 1pping, 9 AN irwcoMlwnlY inswllon this s drawing or itasses. TOT.LD. 42.0 PSF SEQN- 184661 A sp on this soli np or aw•r p•p•II•tlnp this dr,I•I,q, IMIe•CN wa•ptam•M pfsf•••Iaf•1•npin••rIMD f.ys•.IdII IV .•I.Iy,ter w a.slpf.hq-,, This —toll,11 hill, shd,s•or this dr..lrg for shy.tnldo,r.1.this ''rl/qNW. DUB.FAC. 1 .15 FROM I KE 8351 Rmm Omit r•.ponsibl lIV or the Sul ldlrg Dwlgn•r p•r ANSI/TPI 1$—.t. Swr mente,CA 95828 for.,era inr-rwati-n a thls;-b•a gen...I -t-Dag.aro than.web w sited: SPACING 24.0" Al➢INE: ,iIpineltw.c-s; TPI: w tpinst.org;•TCA:was.•dcl,tlu.try.co•: ICC:w•w.lcca.fa.-rg EXP,12-31-15 J RE F- 1 VM67 1 7 5209 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 TIGARD, OR C5) THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -- - chord 2x4 HF #2 J2 2x4 DF-L Top chord 2x4 HF #2 :B2 2x6 DF-L SS&Bet.: 2 COMPLETE TRUSSES REQU 1 RED :B3 2x6 DF-L 2400f-2.OE: Nail Schedule:0.131"x3", min, nails Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: Top Chord: 1 Row @12.00" o.c. :W7 2x4 DF-L #1&Bet.: Bot Chord: 1 Row @12.00" o.c. :Lt Wedge 2x4 HF Std/Stud: Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) TC- From 67 plf at -1.50 to 67 plf at 13.16 120 mph wind, 22.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 67 plf at 13.16 to 67 pif at 27.25 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 67 pif at 27.25 to 87 pif at 29.50 DL=6.0 psf. BC- From 5 pif at -1.50 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 24.31 Wind loads and reactions based on MWFRS. BC- From 22 plf at 24.31 to 22 plf at 29.50 TC- 542.00 Ib Conc. Load at 27.94 Calculated horizontal deflection is 0.14" due to live load and 0.15" BC- 2514.60 Ib Conc. Load at 24.25 due to dead load. PL- 405.64 Ib Conc. Load at (26.04,18,36) Deflection meets L/360 live and L/240 total load. (a) Continuous lateral restraint equally spaced on member. Creep increase factor 4X5 for dead load is 1.50. 3X5% \\ 8 T2', 8 F- 6X85 11-4-12 W2 0_7_8 �// \\ W'4/ (a)\\ � 3X5 3X10(F2)s \ 18-2-10 1.5X4 III - -4X5= BZ 4X8= H1010= 3 �� 0-6-0 3X7(B4)(R) III 3X10= 16-2-10 5.07 j- 1.5X4 III 1-6-0 12-3-112 -06-N 4 1- 6-7-0 3}E 6-6-14 6-6-14 4-7-0 �_9_e 3-6-12 13-1-14 16-4-2 24-3-12 5-2-4 29-6-0 Over 2 Supports R=1897 U=158 W=5.5" R=4265 U=299 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=2%(0%)/4 0 15.01 .02. @Rp Y:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357- 118 ' MRMINOI••REAM AND FOLL M ALL W YES OM THIS WAMING1 825 N 4tlr Ave,Comellus 012 97113 rrlMpoarANrr RMISH THIS DMWIND To ALL corinACTOMs IAcuAIM TO INSTALLERS. �S TC LL 25.0 PSF REF R7175- 89424 Trusaue rw,"Ire a ire.,=ere In febrlraUnN, turd y 1. enlppl- bnM -.ro br.=�nN. Rarer,y..�fallow 14659 '9 TC DL 7.0 PSF DATE 12/07/15 x Lcesc edlu on er SCsI (Aw lelnp Cenpe nt s.rety Inrore.u..,, q Tpl em NicA) ror s.rety precilces prior o per rorenp mese runiclo.,s. Instellersnsnell Provide tewporery brecinq per Scsl. unless noted oCM rise. cop ctwra stall neve properly attached strati rel sneecn irg wnd bottoe .-r....It new a properly ettacnetl 1 rigid daltrg. lms ane.,,rdr p.rw.n.n="Iaera ree=rein= r wane eMll be•e braclnp Inet.11ed Per Scsl BC DL 10.0 PSF DRW CAUSR7175 15341069 �^ sectlone B3. B7 or 81D, es apPllceble. Apply plates tc eecn ra.... e of iru erw position es etwvm above eM on d IIIUr-r'I IIII I'r�_�-' the to int Detslls, unless toted otMrwlse. Refer to drsw irgs 160A-Z rorsstarMertl plate posltiuns. AlPine, a dl�lslu„oT'TW" mlrp Cumpun.nte 6ruup Inc. enell ,-t be re.punelble Tor any d.yletl"n fro.tole BC LL 0.0 PSF CA-ENG BFR/CWC tlrswing, any fellura to build the trues In cunTureerwe witn ANSI/TPI 1, ur fur--I1nd, enlpplr , �r AN ITW COMPANY lnstell.tlPn A br.dl„9 df trps.ee. �¢ rfC,7 199 TOT.LD. 42.0 PSF SEQN- 184923 A erI.n sol•dr ,m er I. pq.IIftIM sol.dr..ltq Indle.ew se..ps.ec.sr Mela rl Q f p-I bl l lq sally ror i I Im.Ire . T1,sul=Tty end-Pr.1.amino fifer-W etrunwrA.-1.tl. ro 8351 Rwa.Chric r qI-.lblif"er t Suudlro ler Drlptper ARSrtS-2.ipl 1 S1. CA A DUR.FAC. 1.15 FROM I KE Saela UI,CA 95828 Far.pre Inrereet see inls;eb•s anerel web sites: SPACING 24.0" JREF- 1VM67175ZO9 ALPINE:ew.elpinela.coe; TPI: .tpinet.or0;OTU:eww fbc lr,duecry.cwn, lu'rw.lccwer.erg EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - C6) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 •63 2x4 HF #1&Bet.: anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud •W2, W3, W4 2x4 HF #2: DL=6.0 psf. :Rt Stub Wedge 2x4 HF Std/Stud::Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.16" due to live load and 0.18" design. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live toad (a) Continuous lateral restraint equally spaced on member. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50, 4X5(R) III i 3X5% _ �j W3 \\ 2v` (a) /\ 3X10 0-7-8 G 1.5X4111 3X5= = 3X518-2-10 3X7(B4)(R) III 3X10= H0612 B3 0-6-0 T 5.07 — 16-2-10 8X8(G7) 1� s_O iaR 6-7-0 6-6-14 6-6-14 4-5-4 5-4-0 6-7-0 6-6-14 6-6-14 4-7-0 5-2-4 13-1-14 16-4-2 L24-3-12 5-2-4 1ca-o-v Over c Supports R=1392 U=87 W=5.5" R=1286 U=67 W=5.5" RL=183/-209 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2% O% /4 0 15.01.02. TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Com onents of Oregon 503)357- 118 "MMINGI•*READ AND FOLIOS ALL rows oN THIS DRmiNcl >� i ••IraRrArr•• FMISN THIS DRArllle>9 ALL cormAcrim INDWDIM THE INSTALLERS. TC LL 25.0 PSF REF R7175- 89425 825 N 4t Ave,Cornelius O 97 13 �S Trusses require ext c re In fabrlcatl,9, hamllr9, shipping. I,ntalllnp am bracing. Refer to am fulluw W� Al tha latent ad Ian br WS is"ilm,9 C nt Safety Informetlon. by TPI am AITCA, far safety prectices prior 14659 "'� f, TC DL 7.0 PSF tp parferminp thea runttio— 1-11101S Shall pr itle tempora y braci,9 per NCSI. Unless„otatl ether.'... DATE 12/07/15 top cho res shall have properly ettachm stru=t rel sheath;,,am button phortl shall ^ave a properly attechetl r lgltl tall Ing• iota=lane.haw^far permanent"le=�rel ,se=ra^=of waba.,,ell bane brx l„ Inabllm Per SCSI / BC DL 10.0 PSF DRW CAUSR7175 15341033 sect lona RD, ai or url es applicable, Apply plates tc each feces of tru am pun ltlon es shown above em on a the —nt Detella, unless mull otherwise. Refer to Ir ape I _. forastemem plate ny d.—ti— .nns. BC LL 0.0 PSF CA-ENG BFR/CWC Alp erre, a Ulviiinn ar I..ed r-t Cwlpanenbs gruup Inc. AN mt ba reapunslble mr any aeelati pn Free tela tlrawlr9, any failure to bul ltl CM trues in wnrurmanu with ANSI/TPI 1, ur fur hnmllr9, Shipp lr9, AN ITW C.OMR4NV Instal_'tn.bracing ar=,weans. i ro 9S FC T•1y69 Q��v TOT.LD. 42.0 PSF SEQN- 184663 A wl on thin arwlnp ar eager papa Ilaac. Than i.ol IIpIwW aawptarea of prefaaa lard allplrlrrl raapeMlbl llty wiwly for Ula deign wh�i, 71r wlL,bl iq anal ilea of Mls tlrawlr9 fpr arSr atrvetura la W 8351 Rgvan.Circle rwpwmlbl I Ity pf bha wl King Daelgbar per ANSI/TPI T Sm.2. T/qNW�r�A DUR.FAC. 1.15 FROM _I KE Sacrem nt%C,A95828 Fpr aara --ti—a a�I„pb•,panoral —,page.m thane web alta.: SPACING 24.0” JREF- 1VM67175Z09 • • ALPINE:aam,elp1ha t ..om; TPI: -pinst,org;RICA! www,abclmuatry,cow; IGC:aaw,lccsefe.org EXP.12-31-15 THIS DW PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - D) Top chord 2x4 HF #2 120 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT Il, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design. cladding load one face, and 24.011 span on opposite face. Top chord must not be cut or notched. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 3-11-8 Fir0-7-s nI o7s _ V 18-2-10 3X5(B2)(R) III 3X5(82)(R) III —1-6-0—� L-1-6-0---J 5-0-0 ,I, 5-0-0 _I 10-0-0 Over Continuous Support —1 R=192 PLF U=70 PLF W=10-0-0 RL=18/-18 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.51'/Ft. Truss Com onents of Oregon 503 357- 118 ",wwINGIYe READ AND FouaN ALL NOTES ON THIS DMNINDI REF R7175- 89426 p B ; ^IIP°RfMR FllINIlt11 THIS Dr IN TO ALL CMnU Cress INCUSIM TIE IMTAUM. Q,� F TC LL 25.0 PSF 835 N 4th Ave,Cornelius OT�97113 — Trpeeae r�pir..tree t r. i.Tsbr ting. 1-Mling, snlppl q. Ina4111 y antl br.cing. R.r.r w eb r llpe DATE 12/07/15 [1- 1.[e1t edltlpn of SCSI(tu'ltling ce.ae n[S.f.[y Inrpr-.lion. by TPI em llTCA) fir sarety pr.tilces prier �C? F TC DL 7.0 PSF o psrior-ilp t1-5e functions. Imtallers's1-11 provlW tengorary bracing per BCbI. Unless rotetl pclar.ise, /f,. 14659 cop chord 11-11 lave prpperly s teemed.t__!'p. act rel 11-eti, e,tl bpttne chbrtl smell neve a properly a t.ched 1 rigid calling. In-1—lnoentrpr permne I.ter.l rel r.lni.r..be—11 n.—bracing Im.i.l letltper ecsl r f BC DL 10.0 PSF DRW CAUSR7175 15341034 �^ 01 or Dig, es eppllceble. Apply plates to each face-Z t arW pock t.es s1-en above e1-a IIIU�1 tnetJoint Dewlls. unless no 1 o 11- le. Ra Ter to tlrleirgs 160A-Z rorsstentlard piste pusltlens. d n BC LL 0.0 PSF CA-ENG BFR/CWC Alp,re, a y Ii lun pr I�to uding cp.wnents GrL Inc. lien /TIP be r.1 11 ml.ror any 1pplatlun frpe this draeing, any!allure to bulltl CM irp.e In wnru rennce 11th ANbI/TPI 1, ur rur herMling, enlpp ing, AN ITwCOMPANv In1t.Il.tipn A bracing of trusses. 9 v TOT.LD. 42.0 PSF SEAN- 184991 A soot sn this dre-Ingso—P.D.Merino this er..lny. Inline-a egbyrrrs-sr Prsfeeelel,el.nylleerlp 9 FC 1g6 �+ 8351 Rows 0.1c, -oleo elbII Ity sol,Ly Zrredin MIDI sr p r The wlr�blllq elle w of this dr..l,p rer,ry stnN:rure 1.rtes /�T7�Nw.CNPQQ DUR.FAC. 1.15 FROM I KE r..Pp,a 1b1l1ty o/t1-Wl1011p Doo Igller Pr Arsvrrl t Sm.2. Samanlcntq CA 95828 Fpr-pr. infornetlon e o Ni,Job's ,o-1 ro 1 p.ge tial.e.b 1it.e: SPACING 24.0" J REF- 1 VM6 7 1 75209 ALPINE .elpl ro lte.cpw; TPI pinst.org: RCA:ew.DC lr,tlurtry.c ICL:vee. c sefe.org (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR D1) THIS Dr0 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design, load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 8 3-11-8 0-7-8 Inl _ 0-7-8 - __ 18-2-10 1 .5X4 III \� 3X5(B2)(R) III 3X5(62)(R) III L-1-6-0---J 6-0� 5-0-0 �� 5-0-0 —� L 5-0-0 I 5-0-0 I 10-0-0 Over 2 Supports R=542 U=31 W=5.5" R=542 U=31 W=5.5" RL=92/-92 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOregon (503)357- 118 '*MRNIMGI`. REM AM rOLL�M ALL Wr6 WIM eM THIS OGI �V0 I-n 825N4 Ave,Cornelius OR 97113 "INIVIUANT" FMI1M THIS OWIN TO ALL.COMACMnE IMUMIMO TW IMSTALLEIM. !� TC LL 25.0 PSF REF 87175— 89427 Trusws requI re..trues+car. in rabrlutlnd, narldl lrg, snipping, Installing.-br 'c . Ruler to and Iullur 7 the l.'..t.dltl,n BCS] (91ilding Lo.ponent Sar.ty In,.,-.tl.n. by TPI RSA, r.r s r.ty pro ti Prl.r fc� FA TC DL 7.0 PSF DATE 12/07/15 o p.rlor.i,g those runcti,ns. Insvllers shall provide te.PP r.ry b1.ci,g per SCSI. Unless nPtwcu[wr.iso. /fV. 14659 toI,-rd.1-11 neve properly ett. sired ral sneetnl,g erW butte.c 1d shell new.properly ecceclntl ` 1 1191,cell lig. l,c.tlons si.o.n ror l,o. entulateral restraint o1.abs shell new br.ci,g Inst.11e,per BLsI r BC DL 10.0 PSF DRW CAUSR7175 15341035 �^ ,� •.ctlons 8l. ST or_I es appl lcebl.. Apply plata.t,each race d1 tru end pe.IClPn...no.n.bow erM on _ U�1 LIQ tn. .Int getbl h. .,le'T raced,the(: Re..r t.,ra ,egA_Z I.r at.nd.r,pl P,.Itl11ti BC LL 0.0 PSF CA-ENG BFR/CWC AIP nre, a,role;.r.of IA Sul Id w C..swnents GruuP int. enol I wt b1 reepunsib le Tur any d.a scion frees this atoll .ny L,—I to buil,tM trua. 1n wnfurm.nc.with AM51/TF1 ,. ur fur handling, sniPPln9. Y TOT.LD. 42.0 PSF SEQN- 184441 AN ITW COMPANY assts net ion a bran..g,r er.eses. A wl on tbl.drrlp.r gewr yay°IlKlrin t°I.arrl,,i�l/ IMle.t.o....pt.,al.of pr.foA.l.,l.l.nyl,wrl,10 LSC y99 [`-r r..p.rr lblllty.sl.ly fpr'w dr.lpn a . Tlla—;l it lq nm w of al.d—IM for-y.tni turn 1.nr 9iA 7,1 AV — 8351 RownuCilcle r..l000 l` it Ity"•rhe 0.1 d..g o..lgrAW/TVrr W AW/TV T S—.1• T7r C�AQ DUR.FAC. 1 .15 FROM I KE Saler mnfo,CA 95828 mor role inrorv.atiPn see this job's_1_1no page and the...eb sites: 8! SPACING 24.0" JREF- 1VM67175ZO9 ALPINE: .s l pinelt..c,e: TPI'. . pinst.org; ..A: a w.abcindwtry.c ICL'. a.re.,rg (1215005--FOUR 0 CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR D2) THIS DING PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: :Rt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 8 V�. 3-11-8 I 0-10-11 _ _ 0-9-9 - — __L *18-2-10 — 3X10(G1) 111 1.5X4 III 3X7(G1) III 4-7-4 4-8-14 Sol I 4-7-4 I 4-8-14 9-4-2 Over 2 Supports _I R=406 U=14 R=406 U=13 RL=-52 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY OR/-/1/-/-/R/- Scale =.5"/Ft. Trues Components of Oregon 5031357- 118 I +1" aEAg AND I-0llA ALL Ngr¢ON THIS INwlwl TC LL 25.0 PSF 8'_'5 N4 Ave,Cornelius OR 97113 "IlrgRrArr^ FMISM THIS DIRRIFINg To ALL TSIn UWMn 11CLUNINg TTIE INSTALLERS. REF 87175- 89428 rey,a rva cr.ro car. in rebry caging, henm„y, .nl ppi,p, Iratanirrg add brat env.R.I.,w add mrlu. tM1erl:e.t adi[ipn er 8CSI (Build bq Ca.pe�nt safety Inrorw.[ran. by TPI e„d■TCA) rar 1—ty prec[i.ae pylar �,d 1 4659 �9 TC DL 7.0 PSF DATE 12/07/15 o perror.l,.g[nese rurotlons. Inatelle shell Provide t.epore,y bre.1.0 per RCS'. 0aless rated oue..lse. ef�. top chard snail neve properly attached s[ruct rel snmtn lrg end botcae ct-Id snail M1ew a properly st[echad ` rigid.ailing. �..tlarrs el.awn•r p.rnen.nt"let.ral r r.int ar.eb..hall M1eve b e.i� Intitellad par RCS1 BC DL 10.0 PSF DRW CAUSR7175 15341036 se.[lene RS, R7 or 810, as eppllcebl a. Apply plates tp catch fete of tru aM position se eM1oen above errd o _ a �n� the pint 0etuila, bola,.notal otneroise. Rarer t.dra ,i 1ROA_Z rar'ste,wlerd pl.t.paeltlnna. n BC LL 0.0 PSF CA-ENG BFR/CWC l� Alpha, a tllvlslan or ITS Building eo.w e a Grawp Irc. shall me eapunsibla ror any de.Iaclon rroa mla tlre.i ng, any r.I lure to build the truss in.unioneence with ANSI/TPI 1, ur Iur h—l-g, snipping. AN ITW COM lawv instelletion i bracing ar tr.eeaa. 9i 9 " TOT.LD. 42.0 PSF SEQN-• 184919 A...I en ehl.drrlrrp or aag.r P.ga Hoeing thle droolry Irldle.t.o aea.Pearo.or prw*eaelebal.MlImering r,.parr.Ibl i ity:*I*y rar,fie de.lgn.Moon. T.—:L 11.l I'y.nd 1r of tfil.dfooing for n1y asrta:ti—I. DUR.FAC. 1 15 FROM I KE 8351 RbvAlw Circle r..P.n.Ib11I[y Pr the Rol lding gwlg—p.r ANSI/TPI t Sa..1. �LWe C� Saclsmcnto,CA 95828 For.cora Inror,eet ion s tnis job's general no :peg.end thea.wee s n A1161t:.w..alpinaltw.ca.: TPI'. ww..tpinat.org: IITCA: .e..sbcrMustry.ce.: ICC: ww.lccsare.arg SPAC I NG 24.0 1 J REF-• 1 VM6 7 1 7 5ZO9 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - D3) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.18 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located Bot chord 2x6 DF-L #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 DF-L #2 DL=6.0 psf. Special loads Wind loads and reactions based on MWFRS. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) TC- From 64 plf at 0.00 to 64 plf at 9.34 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 10 plf at 0.00 to 10 plf at 9.34 factor for dead load is 1.50. BC- 1053.98 Ib Conc. Load at 1.80, 3,80, 5.80, 7.80 The TC of this truss shall be braced with attached spans at 24" OC in Bottom chord checked for 10.00 psf non-concurrent bottom chord live load lieu of structural sheathing. applied per IRC-12 section 301.5. Truss must be installed as shown with top chord up. 4X12= 1.5X4 III 3X5= 4X12= I 1-11-8 / / 1-11-8 LE 18-2-10 3X7 III 6X12= 6X8= 3X7 II 3"12 2-10-14 2-10-14 3-2-10 1 2-10-14 2-10-14 2-10-14 7.1 9-4-2 Over 2 Supports > R=2393 U=156 R=2515 U=170 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. 91JTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComphoAve,Cornelius (503)357- 118 "MRNIOGI•' REAR AMB Fount/ALL Vora oV THIS MAIIING1 �5 REF R7175— 89429 825 Not Ave,Comellus OR 03 13 e'I�r.; FUWIVV THIS BwIM6 TO ALL con11Acraos INCUSIM TT[ IIISMAUMM. TC LL 25.0 PSF True,.,rroalre•tree t.r. In fabrlr�t, u Mil p. :nlPPing, Irgtalllry eM brecing. Rarer w r.1 I— w0 F tn. I.ta:t.dltlan or 6CSI (e„1ldlrg Cc nt safety 1-- by TPI end Tar:.r.ty precut,.prl.r 14659 9 TC DL 7.0 PSF DATE 12/07/15 co parrorw l.q tnex r...ctlon:. Inso Hers Snell pl—i..te.po re ry b...log per BCsI. Un 1•s:noted otnerei:a. op nerd en.n n.ve prap.rly accaned etr�atural eneaning aw wcco.Huard:Hell n.v.•properly ectetnad BC DL 10.0 PSF DRW CAUSR7175 15341037 rigid ce Il,g. I tlons shawh Tor per— 1 lets r., restre int or web:shell neve brat lrg In:t.lI-par BGSI � 67 or 81U, esepplI.-I.. Appata:ly plto aecn race oT[.. e ....tion e::hewn above eM era `J." ete Dll., unless noted atnerr . Refer to dr—inge 16DA-Z rar'tnd emerdI G If IT dipica Alplpaeltfana. BC LL 0.0 PSF CA—ENG BFR/CWC r s vision M Building .up,nen:Gr- nc. :nail nut eepunsib Tpr any deviation Tru.Nls drawing, any Tal lure to-I Id the true. In cunTaneance rico ANSI/TPI 1. ur fur hantlling� ehlpping, "y AN ITW COMPANY .n:talalon&breplrq If tree:e:. 9 FC 71 �g�9 l`ti TOT.L.D. 42.0 PSF SEQN- 184910 A w-1-this tlr-Iwg er.wysr C.O.Ilsting this tlr-I11g IMI—t—-ewyesrow sf proH.slerrl wrgllrn.rlrlg rsspe—Ibl I it,—I.ly mar thw d—Ign wb..n. Tlr=;=I l la—1 w ar mI.dr—Ing rsr ww.trven.n.1.enw sraNw. DUR.FAC. 1 .15 FROM I KE 8351 Rov"`Ci'lt rw.pwn.lbI IIry If the Bulidlrg D—Ignwr owr ANSI/M 1 S—.x. SxIBl cc CA 95828 For bra Inro,,..t+on:ae tole fob•:general no p.ge.nd tna:a sae:lta:: ALPINE: .elpinelt..t TPI: .tpin>t.org: 9TCA: jy:. ICC: .ere.org EXP.12-31-15 SPACING 24.OJREF— 1VM67175ZO9 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR E) THIS MG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. - To chord 2x4 HF #2 P 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design, cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= —� 4-4-0 8 i 0-7-8 JG Li U 0-7-8 1-2 G/3X5(82)(R) III / 3X5(B2)(R) III �1-6-0---J I-1-6-0---J 1— 5-6-12 I 5-6-12 I i11-1-8 Over Continuous Support R=188 PLF U=56 PLF W=11-1-8 RL=17/-17 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. 9R TY:1 OR/-/1/-/-/R/- Scale =.511/Ft. Trues Components ofOregon 503)357- 1 Is ••MRNINDI•• REAP ARB roLLOR ALL MUM ON INNS=WIWI \y REF_R7175— 89430 825 N 4th Ave,Cornelius Ol� N313 5 ..I1FWTANr'• RMIRN THIS MAXIM TO ALL CMRWICRS INCLNMNB TW INSTALLERS. TC LL 25.0 PSF Trate.raw,lrt a.traaa c ra In r.brlcatlry, narrtlliry. anlpllrq. In.tt111nN a„d brat;.,. AeTar t.arrtl T.IIu. lti? F DATE 12/07/15 t„e I.tt.t telti.n.r SCSI (B.Ilyl,rp C.arp.ntnt Saf.ty InT.r cillo. by TPI end PTCA) f li.a..ty pr.ttitaa pr 1. 4. 14659 9 TC DL 7.0 PSF rf.rai Lna.t rltrctl.na. instil lora a 11 i,iy . pr t..p.r.y br.ti p par SCSI. nit, roily.tAe rel.e. top crartl shell M1evs properly et[etlretl struciurel snaeinlnq eM buccae tbvrtl enall naw•properly ettacbetl rlgld ttlllrg. �tatlnr�ab...,Ttr pereanent lateral r r.lnt.r.abt tnell ne.t brecinp Inat.11etl Par SCSI BC DL 10.0 PSF DRW CAUSR7175 15341038 NF act lona B1. 67 or 610. ae appl lceb le. Apply Ilett.to eetcn face.T tru e,W poal[l.n ee eM1oen above e,M an _ _ d Lot 1. Batalls. ..lass.0.11 .t».I.a. Rt£.r t.tlraelnRe,BBA_Z f.r`StaMartl pl.ia p.altlnna. BC LL 0.0 PSF CA-ENG BFR/CWC Alp lyre, a tlly is ion u£ITR Bui ltl i,q Cuepunentt Group Inc. anal) nut be reepune ib la Tur any ywlatlun trot[bla drr r., any rail...to bol ly[ trues in cunTurmarv:e rico ANSI/TPI 1, ur Tur narMllnR, eM1 1pping, V --AN ITW COMPAN Inatalatian.bracing.f trPaaea. TOT.LD. 42.0 PSF $EQN-• 184978 A—1.n tnl.tlrrinp er..y.f pep.Il.tlnp t.i.d—ln0, indicetw.teep,� of pmf.w. i Mglrwring JA Qp—lb 11".ei.ly far m.eeallItop.,. Tl .uirablllty nm war thl.awing,or ew.t„rb m is w t�I�pwr`.µAQ DUR.FAC. 1.15 FROM I KE 8351 Rowles Ciltic rwp.n.ibl I Ity of t pulldl.g Bm,plrr p.r AMI/TPI /E.e.1. Secramcnt CA 95828 Far 1p int.,, S ola ALPINESPACING 24.0" JREF-• 1VM67175ZO9 . Q :ew.alpineler.cm; TPI: rTPIPlnat.org; NTLA: I we�bcpl`�rrtluatry,coee� CCS aafe.org EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - E1) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2A HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 4-4-0 0-7-$ / U 0-7-8 1,5X4 III 3X5(B2)(R) III 3X5(132)(R) III L-1-6-0--J i 5-6-12 5-6-12 L< 5-6-12 I 5-6-12 IE 11-1-8 Over 2 Supports R=598 U=2 W=5.5" R=476 W=5.5" RL=71/-80 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01.02. TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com onents of Oregon 503 357- 118 AeMIUMl111G1ee READ AND FOLIA ALL.MOTES ON THIS DRMINI p r.IMPORAMr'.r FMwIEI THIS sM1M1MM To ALL CW MACTURS IMCIlMIIn TTE IIsTAuEMs. �IREF 87175- 89431 825 N 4th Ave,Cornelius OT�97 13 � TC LL 25.0 PSF r.qu .xtr-�,c . In nbrlcating, -q—t,q, atilt—, Ina alll,y entl braclrp. A.ler to antl Pollux the latest altlon of SCSI (M-Ile,no ce.ye,bnt Safety Inforirf ion, by TPI eM RG) for safety practices prior p Per,.r use.nttlen.. Instals.s 11 Pre„lee te.per.r br.ci 14659 9 TC DL 7.0 PSF DATE 12/07/15 = y w per ecsl. Unlee.nota ptne.,.e, cop mora anal n.w properly acecna struccura.neem —bean.—1.11 new.preparly ettecnee rbyte ceu lrp. Lec..e mus enow.far p.r--- I.terel r_> l er.eb..l 11 new bred„ Inetaea e r acs^ M]. .) r B / BC DL 10.0 PSF DRW CAUSR7l75 15341039 �WV �� Alp l-rv. a tlons o1 e. ppllceble. Apply plates to each fete of truss M position alw-n bov ane o d the� Detell.. unless petal.tn.r.l,.. Neer to tlre-I, 1BOA_: etemere plat.p.eltlero. BC LL 0.0 PSF CA-ENG BFR/CWC lvls ion f Il or Bulltl l,p Cuaqunents Gruup Inc. snail nut be respunsibls_,any tlevlatiuri!ru-Nls the-In¢, any Ta lure to bW ltl—Cruse -cunTerl.nnce-Itn ANSI/TPI 1, ur Por--I,np, anIppinp, AN irw eolnlanrw olll a ,"%br.c bg of tr-a.ee. 9 fC 7 19 9 Q�w TOT.LD. 42.0 PSF $EQN-• 184975 wI en thl.rr..1hM.r:r p-y-I1rtlp thlo d—la/ lnrle-w-ee-Vt-1s pr pr.r...le-.I. 1nrr1 ...p.n.Iblllty-el-Iy re!th-M1�a1„.,. TI..-Itabl l iq ,..,.a1.rr.lp r.!.y.tT�1T. v. r�'riANw.CN�� DUR.FAC. 1.15 FROM I KE N351 Ruvnw Cilcle .-.pen.lelllty.r w s1l lalnq Ow less!P-r AMSImi 1 S.n.1. Saclamcntq CA 95828 For.pre Infp,-a TPI.e.this job's„enera tip .Pa,a,rot ;-.b SPACING 24.0" JREF-• 1VM67175Z09 ALPINE:-w.elplrclt-.cm; TPI: aw.tpin.t.org: RCA: -w,sbclMustry.con: ILC:-w. ,erg EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6,0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design, load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 8 i �/ / \� �� a ( �,/ \� � 3 X 5,k-, 0-7-8 - -� 0-11-3 _T- — __� �_ 9-1-2 3X5= 1.5X4 III 3X5(B2)(R) III 1-6-0--J 5-6-12 5-1-4 5-6-12 5-1-4 5-6-12 I 5-1-4 fE 10-8-0 Over 2 Supports R=571 U=3 W=5.5" R=463 RL=69/-77 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4 0 15.01 .02. TY:2 OR/-/1/-/-/R/- Scale =,5"/Ft. Truss Components of Oregon (503)357- 118 "WARNINcIe.REAM AND FOLIDN ALL NOTES ON THIS IIRAIINst REF R7175- 89432 825 N 4th Ave,Comellus 012 97113 "IANr' FIINIIIgII THIS IWNINg TO ALL GGNINArIoIIs INGwOINO THE INSTALLERS. rr`e� n TC LL 25.0 PSF Trusses r-qui ru an[reen c re in/abripating, hantlling, shipping, i--i liw antl bracing. Ruler to antl fulluw V tie l.test.tlltion.f eCSi itwlltli g G.wpo rent Safety Inf.r.etlwn, by TPI.�WCA) rar sar.ty Practices Prl.r W 1 46 5 9 9 TC DL 7.0 PSF p p.rrpr.ing".sa Ia ctipns. instil-rs Itill prpvitle t-.por.ry br.Ci p par 8CS1, Gnl-ss not.tl at grwlae. r. DATE 12/07/15 top o_"'nail neva properly atceohatl strunt r.l eh.ethl„g—lotto.obortl shell 1a11-Properly a coon-1 -- rlgltl a.I I I ,. Ioeati...almw„I.r perwebent"I.taral ...1-1 t.I ween a 11 hese brxing Inatei i-i per 8CS1 BC DL 10.0 PSF DRW CAUSR7175 15341040 ,� sect Ions BJ, B]or BIG. ae eppllcebie. Apply plates to each face pf trues antl posit Ion es shown ebo.er�wM on d IES to-'-int Gat.I la, eels-1 no[etl a[he,.iea. R.far to tlrawings,SGA-Z lar et-�artl pl.[e paais-ti BC LL 0.0 PSF CA-ENG BFR/CWC Alplrre, a tlivia lun of ITS 8uiltl i,g Guwpun.nts Gruup Iris, shall„ut ba reap,nslble fur any Wvla[iun r this tlrowing. any Fal i to bPiitl the it"aa in p.nfar.,.nLe wi[h ANS i/IPI ,. ar far M,ntllIng, ehiPping, FC T1 1969 k,'�" TOT.LD. 42.0 PSF SEAN- 1 84980 AN ITW COMPANY inat.11at i on a .1 r.g or irnsses. A...I sw tni.errlrq.r as—p.g.listing this er..Iwp Inele.t s.Pe.pt.e..r pr."—I—1.plw..flrg /�► QQ rs.pew.lbi IIty—1.iy r.f the d-19..lusln. Tho wlbbllity ewe N...r-1. .sing I.f.,,y-"hillf.I.sn. l�,�Nwa CNp DUR.FAC. 1 .15 FROM I KE 8351 RmwCircle r-p.n.lbillty er th.8„Ilmng N..IW—psf MUM 1 s-s.s. Sxitnicntq CA 95828 For wpro InformeclPn Im cel,job's l;ror l.rotes p.ge antl chest wwb s. ALPINE:www.eipineity. ; TPI: wu..tPlnet,org;NTCA: w..,sbclnEurtry.cow; ICC:www 1—fe.org EXP.12-31-15 SPACING 24.0" J REF- 1 VM6 7 1 7 5ZO9 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR G) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. - chord 2x4 HF #2 Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 HF Std/Stud :W2, W4, W6, W8 2x4 HF #2: Nail Schedule:0.131"x3", min, nails ToChord: 1 Row 2.00 Special loads Bot Chord: 1 Row ®19.00" o.c. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row MI' 4" o.c. TC- From 32 plf at 0.00 to 32 plf at 26.17 Use equal spacing between rows and stagger nails BC- From 10 plf at 0.00 to 10 plf at 26.17 in each row to avoid splitting. PLB- 247.05 Ib Conc. Load at ( 1.92,18 26), (3.92,18.26), (5.92,18.26) (7.92,18.26), (9.92,18.26), (14.10,18.26) 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located PLB- 494.09 Ib Conc. Load at (12.01,18,26) anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC PLB- 254.15 Ib Conc. Load at (16.10,18.26), (18.10,18.26), (20.10,18.26) DL=6.0 psf. (22.10,18.26), (24.10,18.26) End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X5 5X5= 3X5= 1.5X4 III 3X5= 5X5= W2 / A 4_6.4 � y� \ \y W6 \ i i 4-6-4 I 18-2-10 3X7111 5X5= 4X5= 5X5= 3X7 III 3X7=— V12 X7=1"12 6-5-10 6-5-10 6-5-10 6-7-6 6-7-6 6-5-10 6-5-10 6-7-6 IE 26-2-0 Over 2 Supports _1 R=2181 U=294 W=3.75" R=2165 U=304 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4 0 15.01 .02.0 QTY:1 OR/—/1/—/—/R/— Scale =.3125"/Ft. Trues Components ofOregon 5031l357- 118 �`aRMIMGI as READ MM FOLIO"«110M 00 TNIS mwlDGl •� TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 ••MFpIiAYr' n"1&4n,ls DRMIIi t°"u CDD,RPC,DIIS IRLWIMD TIE INSTALLERS. REF R7175— 89435 Trusses r. r.•zY ram Cara In fabrlcatl ry,, narMlirg, enippi, . installiW a bract R.r.r to—i fullw `� tl,e leteet ed't nr BG51 cAalldi p Gcaponent serety Inf.ertlan. by IN end WCA) far serety precticee prior ty� 1 4659�'9 TC DL 7.0 PSF DATE 12/07/15 To parr%.-tn•se runccions. maul sn.11 prow ltle te.por.ry brat irp per 91, u�lses notes otne..lse. eP t ro en.11 n.ve Properly ett.cN.tl-r"rel eneetni,q erg bni["•�brd enol, naw.praP.rly a tetned �' r 1 rig m'�.ninP. Laceu one crow.ror per•enent LLerel r ra nc of.•bee 11 new br.ning —.1 1.d Desi BC OL 10.0 PSF DRW CAUSR7175 15341063 �^ sections R]. BI or R1G. es epplic•ble. Apply plates to eecn race or tru and .1— paaition.s.nam above eiM Pn — d O the Jeint Det.ila, volae,nPatner•Ie.. Rarer to tlre•n /6GA-Z rar'ste ward pl.t.po.itiuns.a bBC LL 0.0 PSF CA-ENG BFR/CWC Alpine, • isiun or Ill•ul ltl i,q Conp,nenb Group tranon noc be r•apunsibla rar any w�iau�n rro•[nl. dra•i,q, anyy rail"r.to anld tn.tr"e. .n canrar,e.nr:e.aIto ANSI/TPI ,. ar IrnarmlinR, enipPirg, �9 v TOT.LD 42.0 PSF SEQN— 184928 AN ITW COMPANY Installation racln0 or traeses. � A•••I en sol•drrlry or oewr P.D.I I•elny sol.arylIq, Illdlo•e••••••pt•N•••r pr•r•••1•Irl•plrr•rin0 9� C 7, r..l,•n.lbllley.•I•lI,rar w d••IDrI rs,. Tr.—1totl ty.ria—or a,l•dr••I.q for.ny•t..�m..I•Hr 8351 Rm uCircle r••pon•Iblllty.*tn.0.1 dlro Des 1,,rr per 1061/7!1 I S-2. 'PT/dN w.�NQQ DUR.FAC. 1.15 FROM I KE Sacrirmnlq CA 95828 Far,are ,nibra.tipn vee wi.Job•s Pener.l na p.Re.nd t„e,e.eb, SPACING 24.0" JREF— 1VM67175Z09 ALPINE .elplrolb.con: TVI: —p—t.—V;•TG: •..al abc l,wuaery.con: IGC:aw.lccsefe.org (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIr,ARD, OR - G1) THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W6, W8 2x4 HF #2: DL=6.0 psf. End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design, applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50, I� 3X5=- 4X5 X5=4X5= 3X5= 1.5X4 III 3X5= 4X5= ---- — W2 5-9-11 \ W6 W8 5-9-11 ---- -- - ----- — 18-2-10 3X5111 4X5= 3X5= 4X5= 3X5 III 3X7=— V12 X7=V1z 41 6-3-14 6-7-6 6-7-6 6-5-10 RIM 14j2 6-3-146-7-6 6-7-6 6-3-14 1 12 E 26-2-0 Over 2 Supports R=1099 U=105 W=3.75" R=1099 U=105 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.312511/Ft. Trues Compponent,of Oregon 503 357- I]8 I►�I" REM AW FOLLN Au WES ON THIS BgA�11161 82 5 N 4th Ave,Comehus O 97 13 FTOM""Tnls BlAMIBB To Au cgrreArTglls IATIJAl11A3 tilt II�rAUE1a. TC LL 25.0 P$F •I + REF R7175- 89436 Tru regwre.xtr,e.e caro in r.prloting, iu-Il snlppl, . I„etalling and nraaing. Rarerr.11u. �a F TC DL 7.0 PSF DATE 12/07/15 tM Intent ee It Ion oI RC51 caul ld ing Co.gonant Safety Inr.r.et Ion, ny TPI end TLA) for s.ratY pr.ct Ices prior 14659 to perrorni,q mese funCt ions. Ins411•rs sn.11 provide tenpor•ry nr.cing per BCS1. Unless noted.cner.ise. /f. op cMrtl.n.11 neve prpperly accacned•truct rel sneet.irq e„d Do[[u.clnrd snap n.ve a properly et[ecnee rigie ceul„g. ixeu.r,e.b..n ror p.rbnenc I.t.rel re.vamc.r.ens,nen I,—nr.ci„g lo.tanee per BCSI BC DL 10.0 PSF ORIN CAUSR7175 15341041 rA sect loos 5 3. e7 or Rio. ..eppl lcanl•. Apply plates to eecn rete of tru end positlon e..noen above en0 en _ d (� �� (� tna Ja nt Deteile, unl.ss noted.tbr..e. Rarer t.dre.ingn 16OA_Z r.r'st.ndard plae .. BC LL 0.0 PSF CA-ENG BFR/CWC L��LI L� Alpine, a tllvlslun or ITi Building carp,nencs Gr-Inc. s 11 , respuns ml.*er.ny Gvlacion r chis dra.ir,g, any rel i t.npl m see tr..e .n..nr.rn.nc..itb ANSI/TPI ,, .r r.r baMlnp, enlpping. F $y TOT.LD. 42.0 PSF SEQN- 1 84930 AN ITW COMPANY 1-1111till a br.c trp or treses. (�I AMI.n to 1.Or..11q.r e.y.r p.y.Il.tlng tnl.tlrNllIT IMIp.W wdpL,o.er prpPir.lNrl Mgllrrlllp I� C j• % �j/ r..p.n.iblI Ity..I.ly for yr d Ign Ylp�,. Tn.dint l ib�i Mor tl,i..r..lng/br.IV.truerur•1.H,. � } 8351 Rd Cimlc r..p.r.lbl Ilty or v WI ming Brlgn.r per ANSI/TTI 1 fs.7. s///4w.�.�4►Q DUR.FAC. 1.15 FROM 1 KE Swraoxc to,CA 95828 For,wre inron..cion s..-1.J.V.gemr.l no p.ge.ne cb.se eee s. r'I�I TPI: SPACING 24.0" JREF- 1VM67175Z09 ALPIRE:M.e Ip 1„elt..con: •w.tpin.t.org; \TG: ICL:w.ant lr,tlustry.con: ...,. •are.org THIS ON�G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TICIARD, OR - G2) Top chord 2x4 HF #2 120 mph wind, 25.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :1112, W4, W6, W8 2x4 HF #2: DL=6.0 psf. End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss must be installed as shown with top chord up. 3X5= 4X5= 3X5= 1.5X4 III 3X5= 4X5= W2\ \ W4 \ W6WB/, —_ 18-2-10 4X5= 3X5= 4X5= 3X5 III 3X5 III 3X7=- 1 X7=1 12 6-5-10 6-5-10 6-5-10 6-7-6 1' 2 6-5-10 6-5-10 6-5-10 6-5-10 1' z �— 26-2-0 Over 2 Supports R=1099 U=121 W=3.75" R=1099 U=121 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Trues Components of Oregon l503))357- 118 MRM1NOI ee READ&ro FOLLOW ALL MOTU eM TNIs gR1 INGI 825 N 4fh Ave,Comehus 012 97i 13 '•n�aMrurr• Flgwlell TNI..1.m ALL egnRecTaRs..LUDIMD nM INSTALLERS. I" TC LL 25.0 PSF REF R7175— 89437 Trusses r.pulry.tr.a.caro in fabriutiry, naiMlirg, snipping, im-I w arM bracing. Ref.r w—f.,1— �t\ the 1ae.t.dlti.n of•051 caull�ing 0aspa nt Se.ety infaraetl.n. by TPI rrcAI far.a..ty practice.pylar V TC DL 7.0 PSF DATE 12/07/15 ca perf.rsl g toes.r,a.ctlons. 1net.11ere�sn.11 pravid.t.ep—,br..l,q p.r sl. unle,s noted pcn.ra:.. 14659 '9 op mord.null n..e properly.c..n.d etru.wra.n.etning—-—.-,d,null n.a.a pr.p.r ly_ L-4.n. te.h.d rlgle.anng. L-4.n..na.ntfpr per.M,ent latera eetremt ar seb..h.0 h.,,.bre.ing I—IJ.dip.r SCSI BC DL 10.0 PSF DRW CAUSR7175 15341042 �� tact lana 03, g7 or 111"_1 lceble. Apply plates to such face nr tru.a end pee It l.n es ena.n eb.ve end on C d Data l,. bole,.„otee aTh.rwi... Ref.r to eresings,SgA_Z far,t.rwerd plat.p.elti.ns. BC LL 0.0 PSF CA—ENG BFR/CWC Alpl, a 01-1—of ITS Sul ldl g c..w„ent,Gr.up 1nc. ,nen net b.r ,--bl.for any w —i—rr.e chl, drasi.g, any f.11ur.t.balls tb.tr.,, in.anfare.n...ith ANSI�M 1, .r f.,n.Mling. snipping, 9 TOT.LD. 42.0 PSF $EQN-• 184932 AN ITW COM PAtJY in,t.l ration&br.oing or tr...... V ..a en chls df.elp or s.g.r pow Ilstl,lg this af..1 Indis•w.e.-genles of pr.r•&&I.-I sngln—rinp rs.pwulbl I lq.slay rof nr alslgn•h.... Tho wls.bl Iq arm w of ehl•.r..lrw for.,1y struewr.1.nr 8351 RmmCilde rwpsrlslbl llty er r1..A iding Dsslg per ANSI/TPI 1 Seas. S,�fANw•`.�Qs4 DUR.FAC. 1.15 FROM I KE Seclvncntq CA 95828 Far care inrare.t tan e.e this tab',ge-0 1 pg 1 these eebsit..: SPACING 24.0" JREF- 1VM67175Z09 + ALPINE: .elplrolte.cpb: TPI: esa,.tpins rg: ITCA: i.a.,ebc1M ry.cdn: ICC:soo.i[:ceefe,.rg FYP (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - G3) THIS W PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 •W1, W2 2x4 HF Std/Stud: DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= 3X5= 4X5= 3X5% B I— j (a) /' (a) 1 8-5-11 8-7-8 W W2 0-8-11 _ 18-2-10 5X14= H050B(G7) III 1.5X4111 4X5= 3X5111 6-5-4 -07-9-2 6-6-10 sE 6-5-4 511 7-9-2 6-6-10 I, 11-10-4 I 14-3-12 I 26-2-0 Over 2 Supports R=1136 U=44 W=3.75" R=1136 U=116 RL=180/-38 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Compponents ofOregon (503)357-!118 `;1ARN1MG1•" REAR AND FOLLa ALL IUTES ON THIS tR1ARIllg1 !� TC LL 25.0 PSF 825N4 Ave,Cornelius OT�97113 'I TS►' �N1°"TMIs DOMIMB To Au cal&IRAcraRs IICIL01Rg TMc IM�TA11FR&. �'� +�+ REF R7175— 89438 Tro•aas so 11..trues c ru In r.br scat l,p, had 1 n, anlpping, 1m 11 ing—brmcing. R.I.,to—ful lv♦ _ I.t.st.tlltlon ar SCSI (Sulltling Ca•pon.nt Sefaty Infan.etlon, by TPI e„tl/TCA) f r•.fety Precticea Fro— TC DL 7.0 0 PSF a perrarml the•,rnttla a. Inataler ,nal arl�e e • wd 14659 �Q DATE 12/07/15 tap cnortl ah.11 here 1 t.clrtl strati r.lpr telyo wry br.c ing per S1 Unlea ,ly ochervlse. proper y et a ning nM bona.clnrtl anall new s properly.ctacnetl Q r rlgltl calllrg. lacetlona moan for ;,sulot.rel restraint of aabe anell naw br.r.ing Instal letl per SCSI BC DL 10.0 PSF DRW CAUSR7175 15341043 �PD ,� S . STB1g, ee aPpllcable. App1Y Plate•to e.cn rete of tru dlllr�� Lne alnt�atn,la anleaa rotetl atn.rml,a. Rerar to tlra.Ing31WA-:rar`sta,� pl.ts po,ltlana. BC LL 0.0 PSF CA—ENG BFR/CWC Alp- a tllrl•lon of ITr Sul Id IW C.mpunenta croup Inc. anal) ,w eepan•Ible rar any Wvla[f un tram[h{a raaing. any rallure to ba Id tee true• In tanrunwnce alts ANSI/TPIb7,rar rot nar�tlling, ,nipping, 9 y TOT.LD. 42.0 PSF SEQN 1 84936 AN ITW COMPANY Inss.n.uon&br.aing pr cra:sea. V A erl en tnlm Orrlrq or mmv.r I>v II"Ing thio tlrrlrq lMlww meeptano.of prefNmleNl.nyllrmrll,p 8351 RomaCkk rmmpml,mlbl IlW.elmly rot din M1�1 N pot The m111Lb1 lq.11e,...,t11I1 er�llq rot.ro mtr.�lr.,s e>,. f+Tj�Nw.CN�QQ DUR.FAC 1 .15 FROM I KE rmmparulbl I Ity of tnm lr111tllrp Semlgl,sl Vn.AThe sti1 1!)mtl.A. 9 cramnto,CA 95828 Far mare Infarm•tlan• tn1.jab's gener.l ne p.ge.ntl the:e aeb alta,;ASPACING 24.0" J RE F- 1 VM6 7 1 7 5209 ALPINE: TPI: .TCA:saa ,elpinel Ca.cm; aw.epin•t.org; .•bclntlu•try.com: ILC:aw.lcc•afe.org (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR G4) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 23.23 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 'W1, W5 2x4 HF Std/Stud: DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 3X5% a / \\� s 3X5�� \ 9-4-12 W1 W5 \ 0-8-11 — - — ---_-- - _.- --- T 18-2-10 _. H0508(G7) III 1 .5X4111 3X5= 1.5X4111 3X7(A2) III 3X7= —6-5-4 3. 6-6-14 6-6-14 6-7-0 � I, 13-0-2 I 13-1-14 26-2-0 Over 2 Supports —I R=1136 U=72 W=3.75" R=1136 U=72 RL=150/-151 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2% O% /4 0 15.01 .02,0 QTY:4 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Compponents of Oregon (503)357-!118 N�NcI•• REM AND FouoN ALL NOTES 00 THIS 11,1111011111111161 �A�i l� TC LL 25.0 PSF REF R7175— 89439 825N4 Ave,Cornelius O NRN 97113 '•INportrANr• FISN THIS DAWIND TO ALL CONTNAeTONs INCUMIC1b TIE IN9TALEE9f. S� S,. Trusses raqulr.extra.-cora In fabrlcatlry, hantlllry, shlpplry, In� llnp antl brachy. R.I.,to aM fullue �l tla I._.tlltlan of 9051 (9ulltllnp e.aw. nt 5ef.ty Infanrtlan. by TPI e.,tl NTLA3 I—aaf.ty pr.ctlnef prior wCi F� TC DL 7.0 PSF DATE 12/07/15 o p.rrorni,y Hasa f,e.ct Inns. Installers shall Prov lde ta.no Nary brat i,y per 9051. Unlaxs notetl ptber.lse, ffr 1 46 59 — tcp n_'.elall lave p_"'.y a techetl Strutt Nal slaatnl,y arq D"ttaa chartl spall neva•properly attathatl ` r191C celllry. Iecetlora sMen`rar persrara"let...I restraint vI aebs shell neve brachy 1rn 1letl par 9051 / f BC DL 10.0 PSF DRW CAUSR7175 15341044 71 sections 93, 97 or 910. as eppllcabl.. Apply pletef to each fete or tru eM pea It ion of fhaYn above erW o the J.lnt D.tV sf, -plow,at-I athara� Rater t.tlrea,ye 1911A-Z rar`ete tlartl pl.t.Pae tla a. BC LL 0.0 PSF CA—ENG BFR/CWC Alpha• e m l un nr ITN 9aumnp G.lpr,nente Grpup Inc. alai I —t b.r.ap"na bla Nur any tlevlau.n rr..cele tl reel 1 any fe rl"re to'a trate In r:antnraanr:.a�u ARsvTpl t, ar tar nantlnry, eh�ppinp, nst ..... 0 v~ TOT.LD. 42.0 PSF SEAN— 184670 AN irw COMR4NY Ial1lation s brachy of t. rs...aa.. L A feel en this Orswlnp or ebrar plop.Il.tIV this srwl nlE/ IIIOIwt.s assbpraropo of prefasslan,l snpinrrinp /� �C ' 19� �/ — 8351 RovplW CIILIC ...per.lbll lty misly fpr fila rlsslpn ar p rho sultabllib.r,e IM of tris tln..lrq for a+Cr stn Lrrs Is fJ,. -A ��. AQ DUR.FAC. 1 .15 FROM I KE I.spolls lbl llty of tlu lWllths 9sslp,sh per NISI/TillI 1 Ss.l. V sllcrelll 4CA95828 Fpr.nra Infnr..tlnn, thle;ob•a[)r„aral no Pape antl t,afe.ab f 15 SPAC 1 NG 24.0" JREF- 1VM67175Z09 r ALPINE:.w. IpZlt�.con; Tpl: .tp Inst.orp; .TGA:Na sbclmusery.c ICL: weal ccaefe.orp (1215005--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 12 -- TIGARD, 0R — G5) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III \\ 8 3X50 / 3X5o� i 9-4-12 / W1 \\ / W5 0-7-8 0-7-8 ------- ----- T 18-2-10 V 1.5X4 III 3X5= 1 .5X4 III 3X7(A2) III 3X7(B4)(R) III 3X7=- 11-6-01 X7=11-6-01 6-7-0 3111E 6-6-14 +----6-6-14 911!.--6-7-0 � 13-1-14 I 13-1-14 26-3-12 Over 2 Supports R=1253 U=90 W=5.5" R=1139 U=65 RL=164/-174 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4 0 15.01 .02.0 QTY:2 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357- 118 "�RNINGI••READ AND FOLLOW ALL NOTES ON THIS ORANIMG/ TC LL 25.0 PSF REF R7175- 89440 825 N 4tt1 Ave,Cornelius O)�97113 '•IIPORTAMr'• F�M11SM THIS DRANINO TO ALL CONTRACTORS I CLDDINS THE INSTALLERS. Ther;.Tr",::,-Ition"oor BCSI`8-1„Ing Ci�.tlna, harwling, ,h,ppirg, in.-I IInR a„d,Teeing. Rerer tr Ona."11"„ I_I TC OL 7.0 PSF DATE 12/07/15 ( ng Comporrent Sarety Infrrmetirn, bl— Ona IBCA) ror safety practices prior �y Co parrorning these f,mc[lons. Instal tars sMll pro"Vee temporary brsci,q par SCSI. Unless notaa rtberise, 146`59 '9 op.-Id a all kava properly ottanlmtl tart rat eheathirg and batt..ohnrd shall ns"e a properly attached BC DL 1 0.0 PSF rigid calling. ino"tlo,ro abor,for permanent"lateral reetralnt of webs s 11 have bracing Installed par SCSI F91 � DRW GAUSR7175 15341045 Ions R], DI or 610, as o lcab le. Apply plates to each rete of tru Hol pos Pilon es shown above erld on Q the Joint Details, unless,Hied otherwise. Refer to tlrawings 160A-Z for"sxentlertl plate praitlrna. BC LL 0.0 PSF CA-ENG BFR/CWC Aipi a divlelon or ITS Dol Wing Components Group Inc.stall not bo responsible ror any dev iatlon from thle tlrawl,g, any 1,..r.—i to burl.the trraa in rnrr nwnte with ANSI/TPI ,, or r"r ha al g, enipping, v TOT.LD. 42.0 PSF SEQN- 1 84594 AN IT'W COMPAtJY instal latl ,a,raring or it"e,ea. n A Mwl on this drs.lp er auf.r pwgf lifting thls drsflhg, IndlaslN IwewpFtnW of pMf_joi,i,I.IVln j'g rwsponslbl Illy owisly fur Nr arfip,iiii ,p Thf TPIttllilty.l,a w of this tlrring far.,pr st.,�mrf Is DUR.FAC. 1 .15 FROM I KE 83$1 RuvAnu Circle '�'p°'-Ibl li*y or sir Rulmnfp D..Ilio.r pwr Altliirt►l t s.a.II. V SAcramcMgCA95828 For mrre nin--tion ICC:a thls job•a Deroral no ,page and these we,a ALPINE: TPI: SPACING 24.0" JREF- 1VM67175Z09 ww.alp lnaitw.com: `ww,tpinat.org;MIIA:www,abc lntluatry,can: ICC: (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGpRD, OR H) THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design, cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched. Right end vertical not exposed to wind pressure. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements, load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. i T 7-7-B 0-7-8 n nI In, 9 1 2 3X5(82)(R) III L1-6—OJ i.- 10-2-4 3e12 i-E---10-6-0 Over Continuous Support —� R=176 PLF U=52 PLF W=10-6-0 RL=54/-11 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of0regon 1l503)357- 118 "t11RNINGI•• REM"No Wup ALL IorEt ON THIS nANIYGI �.� TC LL 25.0 PSF REF 87175— 89441 825 N 4th Ave,Cornelius OTt 97113 "I T"n" IMIn,THIS BWIIIY To"LL earinACTM IICLINIW THE I16T"UM. Trvssea r.,.ire e tra.e 1. In Tabrieatin,, M1aMlirp, sM1lpplrp, In tilllry arm Drap . R.I.,w—Tullu. TC DL 7.0 PSF DATE 12/07/15 the I.cest edlclpn er BCSI (B„Ila 9 ee.pe..ent S.—, Imd o.clen. bysTPI e,.d WCA) Ter.arety pr.ccices prier �/� 14659 F,9 o perrora rp mese ruxclons. Instillers span pro.lae teepv br.c lrq per SCSI. unless---- .-I cep tM1.ro I M1.ve prwerly ettecM1ed etructdr.,aDeetM1in,ab bdttn.dnoTd a I. M1 a pr.perly ettitM1ed < BC DL 1 0.0 PSF rl,m e.in.re. latiuene ala.,,r.r p.rnenenc Ltirel ree rant.r.abs al.en nee.erecoy Inet.l lea per Bcsl DRW CAUSR7175 15341046 aectl.na BD 67 yr_1 ea eppllceDle. Apply plates tv a cM1 race yr cru end p.altl.n.s.Doan above eM vn Q tAl dint Detella .nleea^orad.tM1er.ie.. R.Ter to dre.1-16nA_z III`ste ward plate pua tie�. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a dl vis iun vT II.Buildiry Lurpunents Gruup Inc. Snail nut De respunalDla Tur any tbvlatlen Prvw tM1la dr«vlr,,, any ralmr.to I tr...e tr... .n r:vnrarnen<:..itM1 ANsvrpl ,, er Tr,r M1arMlirp, eM1lppin,. e9 v TOT.LD. 42.0 PSF SEQN- 184988 AN irw COMPANY lnat.l lar idn.bre.ln,dT tr,iaaea. v A—1 en thl.ef.elny of.—I Popo Il.tlny thl.a—III Inet..t ....pn,e..f pr.f...I.11.l.pinrrlll0 9 C T, 19 � -- T..p.n.lblllty..I.ly Por t dol On Nsn. Tla1"1t 1lIq aM u...f t Is drwlnp Ter any.trt�tur�1.tJr. 8351 R.vmCak T..p.,,.lbiney of m,.BNIICI,q B..I,ll.r p.r ANSI/TPI 1 s..,x.TPINTSTj�H�.C�P� DUR.FAC. 1.15 FROM I KE Swrmntq CA 95828 Far..re Inrprwtldn, thi,j-•a We 1 p.,e end 1.,ese.eb ares: SPACING 24.0" JREF- 1VM67175Z09 ALPINE'. .elplrolc..cv.; '. a...tpinat.vr,; LA: aw sDClMuaery.con: ILC:een,.lccsa re.dr, (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III \ _T_ 3X5 j\� / 7-7-8 0-7-8 1-2 G' 1.5X4 III 3X5=- 3X5(132)(R) X5=3X5(B2)(R) III L1-6-OJ 5-0-0 5-2-4 1*'12 5-0-0 5-6-0 —10-6-0 Over 2 Supports R=571 W=5,5" R=448 U=31 RL=133/-57 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. QTY:6 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 1l503))357- 118 ►� I" READ Allo wuM ALL�ON THIS IIRMINGI REF R7175- 89442 625 N 4th Ave,Colnehus O)2 97 13 '•IENRTANT" RMISH THIS DRA111M To ALL corrnACTon INCUMIM TIIB INSTALL s. '� TC LL 25.0 PSF Trusaea raqulro a trnwe c re in fabricat lry+. hantll iri9, ahiPPin9, metalling antl bracing. Refwr to aM Pulluw the latest etlitlon of SCSI (8u11tlin9 Co.lwnent Safety Infbraetlon, by TPI —WCA) for safety practicea p, P:rfor [yam 14 5 9�'Q TC DL 7.0 PSF DATE 12/07/15 o eming p these functions. Instillers shell rovitle temporary braci,y par SCSI. Unless nota)biharw ise. A.. top chortl shell have properly attabhatl structure/slreathin9 antl bottow chortl shall have a properly--t-1 ` r 1191E Dail lrg. lncatl erre snawn for permernnt lateral rests nt of webs~1 nave brecirg Inst 111 per Bc51 BC DL 10.0 PSF DRW CiAU5R7175 15341047 �� sect lona B3, 87 or B,U, ee applicable. Apply plates to each face of cru entl pasitlon as sheen above eM o a Illllr��—' LAl Joint Ddi—i, o- 17 natetl ntheraiaa. Rafar to Eraeln 16GA-Z rbre; Ilibl plate pn,it,ana. n BC LL 0.0 PSF CA-ENG BFR/CWC Alpi— a tllvlalon aT ITN B411tlYn9 Culopvnents Group Inc. ,hall rot be reapansible fur any tleviaGlan from Mie tlr-11 any failnra to builtl the traaa in tante annce with ANSI/TPI ,. �r fnr nendli g, ahippl q. '. �9 TOT.LD. 42.0 PSF SEQN- 1 84985 AN ITW COMPANY inswllation a b1.1, or treaaaa. t y A.w.l en"I.d—Ing pr..w.r Pep.Ilwtlnp thl.tlra.lry lndl. .aaWterlu of P-f.- l—I Mgllwrin/ r1 C, 19 e(itV r..p.r.ibllity w.Iw1y ft' n Mlpn.ha.n. Thw"l-Illliey a 1 u bf thio erwinp fwr a.y.trlw: _1.th. /�r'�n Wa Cf��'`` DUR.FAC. 1 15 FROM I KE 8351 Rmu Chric r'«Pari•+biller or a Bulltllnp pwlomr p.r ANSI/TPI 7 Bwo.2. 'I SazTArncnto,CA 95828 Fal mple infEla.tlpn sea thin bb's 9--1 n a P-9a 1n thea,web aitaa: SPACING 24.0" JREF-• 1VM67175Z09 ALPINE:wwr.eipinaltw.com; TPI: w .tpinet,or9;BTCA:www.zbc lntlurtry.com: ICC:www. safe.or9 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - H2) THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Wedge 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=38 U=9 / 10-8-7 T $ % ........... 1-11-8 0-7-8 9-1-2 � 3X5(62)(R) III R=31 -1-6-0--J 2-0-0 Over 3 Supports R=235 U=5 W=5.5" RL=39/-28 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0 15.02.00.0 QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft. Tniss Components of Oregon 503 357- 118 "MMMIIMDI••READ AND Toua ALL SPIES ON TIAs DRAMIN61 � TC LL 25.0 PSF REF R7175- 89443 pp ) "IiORTAMTr' FMISN THIS WAIIINS ie ALL C MIMWMn INCUMIMe THE INSTAUERS. 825 N 4tll Ave,Comehs OT�97113 cod nesse 11 hantll,n,, sM1ippl q. inetellin,and brat)y. Rer•r iu ane Tp11:7 d FTC DL 7.0 PSF DATE 12/07/15 eM1e lecest eeit,vn or Rc51 (Build l,g Cvepvrnnt Sefecy Inforwei,on, by TPI artl f1CA) or safety prectices prier p perrorein,ihea< Tv ttiena. Inst.11.rs aM1.11 vrp.;de t<gvpr.ry bred,,per RCSI. unl<ea opted pth<r.ia<. Q�{I 14659 top c,grd shell have properly et[ethetl structural aheetM1 lrq eM bpitvq clortl shell hew a properly attached rigid t•Il,rg. Locations ahp.n for pern•n.nt lateral rostra int of webs shall heva brecin, Installed per_ C BC DL 10.0 PSF DRW CAUSR7175 15341064 rI ^ T• sectlone 83. 8]or 81,. ea eppllcebie. Apply Plates to each Tece pr tru end position e•eM1ogn ebpw eM o a �'1 II� the Joint Datalls, unless noted othorerlse. ReTer to dr< i,,a 1WA_z ro,standard pieta BC LL 0.0 PSF CA-ENG BFR/CWC IP Al,—, a dl v,alon uT ITM Ru,ldln,l'uepurnnts Group inc. shall nut be reapuna,ble Pur any deviation Truq thle tlreeln,, any Tallu a to build tM truce in tun rurmante e,th ANSI/TPI 1, ur Pur hand l,ng, ah IVpiW, AN BTW COM R4NY lnetalalpn&braoln,dr trgaaee. - q v TOT.LD. 42.0 PSF SEQN- 7010 REV A frl an thio araalng ar unnif P6P lifting thla aInelafew ...in ny or Pror...lsnal.r,MlnffrIng 9 FC T 19� 8351 Roe mCilrk rmponflbiI Ity ad or for the a dAgnimig alsl. NSI aYita0111ty.Im a..d1 tA.lf tlreslng oar.,,y ftr,laa.T.la DUR.FAC. 1.15 FROM I KE rtfPanf lbl Ilty of Liw Building Deal Dllfr IAN'A1161/T►1 i Saa.2. V Sxw nto,CA958'1-8 Fpr q I no t].1a,pb,,9, rel ot.,ppe.,w these•eb a.ALPINE: SPACING 24.0" JREF- 1VM67175Z09 •in—p-1—ton: TPI: w•.tp,nst.e.g:PTCA:••q�bclndu<try,. ICC: •qw. •e re.or, (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 20.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MI with additional C&C member cladding on one face, and 24.0" span on opposite face. Top chord may be design. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notch in overhang or heel panel, bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 8 F- � 13 \ 4-0-11 z i \. 0-7-8 - — --- - - 0-7-8 LI Li Li 7—'— — ,7 ,- —� 18-2-10 3X5(B2)(R) III / / 3X5(62)(R) III [< 5-1-12 5-1-12 10-3-8 Over Continuous Support R=151 PLF U=43 PLF W=10-3-8 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4 0 15.01.02. TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com anents of Oregon (503)357-!118 •'WARNIMGI•e READ AND FounN ALL MUTES ON THIS RCANIN61 •� TC LL 25.0 PSF pp ••IIroRTAtm• FURNISH rub RRAtING m ALL CWTAACTM INGINRIIO THE INSTAI.A.M. REF R7175— 89444 825 N 4th Ave,Comellus OR 97 13 Tr".eee ire.,c r. In rwr lou �, neMltrp. .nlppl q, Inei.11:y Ane br.e nd. R.rer ie er.e rcllu. ¢ 14659�'9 TC DL 7.0 PSF DATE 12/07/15 ane latest eeltion or RCsI (Bull,l,g Cpwponent Serecy Inrornetlon, by TPI eM RrCA) for sefaty prscilces pr for o pe rrorn.n [nese f„ncclor.s. Ins<a ears still prow cenpo r.ry br..IW per SCSI. Unless-t l pcner.r lse. r t op cI-Id mall neve properly eiteclad struciur.i eraetnlnq eM be ica[lord mall new a properly ectecbed 1 igid calla. �=„ileo,sln.,Ir permnent I.ter.l restrani er.ebe shell n.ve brxlrg Inetaled per,til BC DL 10.0 PSF DRW CAUSR7175 15341048 �^ nct len.BJ. V]sir—I. es eppllceble. Apply plates to aecn race or tr...erw posltlon m sno.n above erW on d IIILIr�I IIII I`�—=�' ne,plot Geial.. ..nles,nptee eib.rrrl,.. N.rer to er.a�e,rbA_Z rerte,�ere plae�.,ItInne. BC LL 0.0 PSF CA—ENG BFR/CWC Alplrro, a d 1 un of Ill Builel,p Cvepun.nts Grvup Inc. stall,ot be r..pu—1.ter any MVlaclun true UIsea11 eny'rell"r.to bull,ib.ire.. .n�.nrp ten:.atb ANSLTPI ,, .r rpt9yTOT.LD. 42.0 PSF SEQN-• 184589 AN ITW CAMPANYl nsuna loo A br.p lne pr[rues,.. A w l sn ul.drrlry dr lai—pRR ll.tlnp tbl.drpR1ry IMIe.tRo.o..pb of profr.lerrl wVI, RrinR rr. Ibl I IV—1.v f,r tt.d•olon�. TIr.R ilL l l IV.Nd,.e pr ebl.d-1.2�r Ary.t..�.r.I.M. V r�gMw.GAP DUR.FAC. 1.15 FROM _I KE 835)RewmO'k ra.p.n.Iblllty or clr. 'IIding eRRlvz px ANSI/TPI t S.P.R. SwriwimAtq CA 95828 Fpr eee tnl,jab's Rener.l not.,Pepe.b t„eee.eb, AL31-15 SPACING 24.0" JREF- 1VM67175Z09 PINE: TPI:.elplrielv.con; ....tpin.t. :RICA:Mw abclneusery.con; ICC: ..re.org EXP.1 2- (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - K) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design. cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched. See DWGS A1203OENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. 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 1.50. 4X5=- 8 X5=8 \ AL 0-7-8 n — ri n 0-7-8 18-2-10 7/7 3X5(132)(R) III 3X5= 3X5(82)(R) III L1-6-OJ 10-2-14 10-2-14 iE 20-5-12 Over Continuous Support R=166 PLF U=18 PLF W=20-5-12 RL=13/-14 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. TY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Trues Components oforegon (503)357-!]18 " I 1" R�AND wunl ALL X7ES ON THIS D WINGI .` til 1 F MISH THIS wAIIIN m ALL allmeam ncwgno THE INSTAuaIS. TC LL 25.0 PSF REF R7175— 89445 825N4 Ave,Cornelius 97 13 Tr"a e.l ere In r.briprtl " �y t naM' I b I.... I, TPIl�ng e�br.<ny. Refs t etl faluw �C? 14659�9 TC DL 7.0 PSF DATE 12/07/15 t.tiro latest edl[1"neef eG51 (Build lr.g Coaaro Safety IrI"n. by TPI M ITC) for a/ety prec[Ices prior perr..ing tneae/e cclpns. Installers Snell provide teeporery b...1,,per Ilcsl. UM..' notes p<roraae. Q top chord atoll neve properly ettacMe at rust r.l sneetn irg eM bo toe N re Snell Mve I.properly ettacnad rlgle..II I„s. Locetlen.ab"en rer p.re.n.nt"lat.rel r rant o/`eebs mall na..br-1.0 Inat.11ed p.r WS1 BC DL 10.0 PSF DRW CAUSR7175 15341049 �� Seca ens a�, rT or e,g, ea IMI cable. apply pletns mm race of tr" ane peaclen.a.nnen.bwe ane on dtiro joint 1»teila, pnleae noted"tb.relae. afar tp dre.inga,IgA_Z reraste were plae ppaiU"ne. BC LL 0.0 PSF CA-ENG BFR/CWC nlPine. .elvie l"n"r In S"I ding L"ap"nanta gr""p Inc. a 11.a,c a reapunaible r"r any d ,.....f.".tnla Being. .nr r.0"re V Qe ne...tr"ae in""n/"roe".eitn AMsvrnl ,. "r r"r newling, .nippl g, 9S F� Tr 19�9Q��v TOT.LD. 42.0 PSF SEQN- 184592 AN ITW COMR4NY ms' . Hon a eracr f cr"aaea &errl rn snlr ewl/o Ix rwlr prpe Ilrbiny snlr ar Indlu,Mlr wrrpee of pre+tiwHsrrl enylfwrllly / —pa.rlbl 1 l[y Selly ft, v.d 199 abp_,. T.—1=ib e.e1 l..er[nl.d—I g ror..(yrJq p Wa SNA DUR.FAC. 1 .15 FROM _I KE 8351 Rm..Cilclt r..pe..lbllr[y er[I.e 1.1ldlro D-19 er per NaIrn1 I Se..2. Sar;renkntq CA 95828 ppr.ore �n/p...alpn s Nis job's genera n ppe.ro r.,e a..b ata : SPACING 24.0" JREF- 1VM67175Z09 • ALPINE: .elDlrolOs.cee; TPI: Plnst.org. ITC: w�bcl.Wusery.c ILL:.w. aare.org EXP.12- (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR X) THIS DIMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 20.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 4-7-8 � � I 0-7-8 —T Li 18-2-10 �j3X5(1132)(R) III 1.5X4 III �-- 1-6-0---J 5-10-4 1"12 —6-0-0 Over 2 Supports R=381 W=5.5" R=247 U=37 RL=106/-43 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. @Rp :17 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-'!118 „I T ��111 'tel°""°Fouo�ALL IrtrES ON TM's awlre' TC LL 25.0 PSF 825N4 Ave,Cornelius O 97113 f'"e"°"TM's DItA�IM6 To ALL COWWKmin MUMIMD TIE INCTALAM. �y REF R7175- 89446 Truseea raqu.r..irne.car. .n fabricacl-, nand W. snlpp.ng, .,btall.,y and OraC lny.Re—iu and f.1[— tn..seat ed.t..n of SCSI (au.IdlW C.spo nt S•fety inf.n.a..n. by TPI ands") f.r.efety Pr-1—prl.r �� 14659 9 TC DL 7.0 PSF DATE 12/07/15 In.t.l.er.nsn+ll Prwlae tesp.r.ry br.u;ng per Scsl. unl.e.notes.tn.r...e. r" cop trord.n.11 n..e properly a c..n.d Saone r.l ane.cn.ng ens Sacco.crord ensu ne...praper.y a racned rlgld calnog. looms ons nnuwa11 psreenentu.•torsi r re ur seen noon neve.,Scop inaen eacPer SCSI ' BC DL 10.0 PSF DRW CAUSR7175 15341050 �� .ecu.n.Sa. ar or Sia. n..pp nnebll. Apply.Iota.t.Sean face.r ern.end....tion e..nwn.b....aro an the Joint Details, unless n.ted other _. Rorer t.Arne ings 1WA-Z rorsstenderd plate pusltluro. d AI Ino. ,d.a...n.r IT*8.1 l.. a t. ,�. ,nal, i be r BC LL 0.0 PSF CA-ENG BFR/CWC p ng urp,n.n up pepunslble rur any devlat.un rr.s ma V dr—I�, .ny f.cure m bo.m one trues .n wnrorsnrn;.•Icn ANS I/TPI 1. .r rur n.,w ung, an.pp.ng, -- . AN ITW C.OMR4NY .nnt.na..n•breclrp.r trusses. 9 fC, 7, t9�'' TOT.LD. 42.0 PSF SEQN- 184585 A wI on sol•drsslby dr ewer P"p 11-1.9 this dr-it.y I.WId•ra....spi re•er I rotssai—i snyl.wnsp �S Q r"Pwnlbl I Ity ssI•Ir ror ohs Or•Ign shs.,. Th,ault•bl l lty sued I.se•r en,,—M 1ror wV sinew,.I.1 w I�gMW.G�pQ DUR.FAC. 1.15 FROM I KE 8351 Rmw Ckk .s.Psns.en Icy or rh.8.1.ding Dwlpw Psr A16I/T!I 5••.Z. Sxlaimnlq CA 95828 For a.re ..f.r .n...cn..J.b•.general—pogo end erose aeb ALPINE:....elpine.ee.c.b: TPI: a+s.tp.nst.org; Wrc :ws.abc.wustry.coe: ICC: ....---g EXP.12-31-15 SPACING 24.0" JREF- 1VM67175ZO9 THIS ON PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - X1) Top chord 2x4 HF #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III a i i 4-7-8 0-8-11 —� *18-2-10 1.5X4 III 3X7(G1) III 5-8-8 1"12 11 5-10-4 Over 2 Supports R=254 W=3.75" R=254 U=43 RL=82 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02. 0R0 Y:5 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357- I I8 '•WW�NGI•• REM AND FOLLOW ALL ORU ON THIS DWINGI � s25 N 4th Ave,of I (07113 "I *ANr'• FMISN THIS DR INR TO ALL CMMWTM INDIIAIND THE INSTALLERS. w,' TC LL 25.0 PSF REF R7175- 89447 Trus e."Ira a tre. "re In f.brleatf y, ha Wlrtp, snlppi q, I stall Ing and br.ding. Ref.r t"and folio. 14659 '9 9 TC DL 7.0 PSF DATE 12/07/15 tla latest atlltlln df BCSI (sulltling Co.pl,unt sefeiy Inflrne[11n, by III—WCA) for safety Ora[Ices Pr"1 o performing tnsle fur<ilons. Inst.11ers dull provide teaporary braciw per III Unless--dcotner.Ise. top—1d snarl —properly eiteclbd s pr struct rel sneatnlr and—.1.—d snarl neve operly ac[etned rigid celllrg. InceUons sbd.n for p.rauruM"lateral restraint df webs dull nave br—,h Installed per WSJ '7 BC DL 10.0 PSF DRW CAUSR7175 15341051 �� sxtllro 83, Gr dr 810. as applicable. Apply plates to sato race'f tru end P (tion e.ab1.n ebeve and 1n _ — ins J1lni D.talls, unless mtetl lclrrolsa. Refer to dray /GOA-Z rorast—rd plrte BC LL 0.0 PSF CA-ENG BFR/CWC posit lens. d Alpine, a div lsl"n of ITM RuilUlnp ounpunents Gr=p Inc. snail ANSI/TPI 61 r..punslble fur any tlevla[lun from Cols OrallnB, any failure w build nu trues In wnf.rls.rda wiM ANSI/TPI 1, ur fur nandling, snlpPing, pp//ss n V ---- aN irwCOM Panry Instelbtlth a bracing of trusses. 9 eA•.7, 199 4i' TOT.LD. 42.0 PSF SEQN—• 184587 A err en tole/rrlry.r OeV.r pep.I letlro this err lop Inlfleeer eerptl,r of profew letil epllrrinp �js // tt��QQ —r."--l lty—1.111 far n1.etrlpn Nwrl. The a =Ility.ne w of this drring for w sti—m 1s tbs rjAEI w.CN'w DUR.FAC. 1.15 FROM I KE 8357 RwADu Circle reepaulel I lty of the RuIlClnp D..Ipn.r per ANSIrMl 1 Sr.1. ^ V Sacryncnto,0195626 Fpr npre Infpra.ilen a a JCC:Urs;j'.ww.elplrolb.can: TPI: ww.h.. glmra ,�n.t.lrg;RLA:...abclnaus1 ..�usery.can; JCe. EXP.12-31-15 SPAC I NG 24.0" JREF- 1VM67175ZO9 ALPINE: ww. c.efe.org (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - X2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Webs Zx4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4 7— 1-111-8 0-7-8 / �- _� / +9-1-2 L/ 1 .5X4111 3X5(G1) III - 3-8-4 V12 �_4-0-0 Over 2 Supports—� R=286 U=8 W=5.5" RL=30 R=157 U=2 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02.0 QTY:6 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Compponents of Oregon (503)357- 118 ';�INGIea READ AM FOLIO ALL WIIS ON THIS DRAMIIGI S� TC LL 25.0 PSF REF 87175— 89448 825 N 4t1,Ave,Cornelius OR 97113 "IiORTABrr FtWILR THIS D IRR TO ALL cAAI11417TORR INCUMI 17NE INSTALLERS. � Trusses ..base p.r.1.f.brlc.t , nandl,nD. .hlpping. lmt.11l,y.-br.elnN. RarerovF TC DL 7.0 PSF DATE 12/07/15 the latest edition or SCSI (Rulidlw Compm t Sorely Inforseilon. by TPI eM ST" ror safety pr.ctices prior 14659 '9 _ o perforning these funcllons. Instillers.-iPI-1-tangor.ry br..1,,per HCSI. Unless noted alMrrise. /y top crortl dull neve properly sloven` st ti a fpthed ructural sheathi .1-rd ng trd ll rove a properly a t -d ocations ` r rigid lolling. Lr ,s 1--.1re relnt of sobs Wulf have br.cing Installed`per SCSI BC DL 10.0 PSF DRW CAUSR7175 15341052 s 7 9 as. or BID. ppl pp es. lt.ble. Aly plait. Jont to each rete or err eM poatlon a•.noon above eM^n tM` lD. 57 unless., roW1 otherwfae. Rorer to tlraslrgs,SDA-Z 1.rrdpiste positlona. Alpine, a d lYs rr ITS 5.11,11 M Cu.peu .Group Inc. .lull rot be rospona101e f.r any BC LL 0.0 PSF CA—ENG BFR/CWC drying, any failure m build[ba trra. in wnrun..nce.IN ausl/lT•1 ,. rr for z brnandln- AN ITw coo PANY ll ahlpptrig, 9 TOT.LD. 42.0 PSF SEQN- 184948 Inac. .tion .cing or crr..e.. t!� V A srl r this OfrinA or sl . pops 11-1.0 this d I�IR. inOlesM resit+les of pr.frslslrl wellrs 1 ra.Ilsn.I b 11 Ity rlsly for ell.tlwl�Nsl. TI..0 lfuGll la.b w er tlll.err lrq for sr(y.tluttur.1.W Q 8351 R.""'Chk ewsisnslDl l Ity sf tl..RNI Id1ro IAulplsr p.r MAI/TPI ,sr.a. S�i��n.G,�pQ DUR.FAC. 1 .15 FROM _I KE sR.r nto,CA95828 Far,.pre nfe,,,atien.e this JW,gen 1 no ppe.nd these eeb a SPACING 24.0" JREF- 1VM67175Z09 ' ALPINE: sr.alplru lts.con; TPI: .es, pinat.org; RTCA:sew sbc l,tlusery.con: ICC:—.l.cafe..Ili (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR X3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 4r 1-11-8 0-7-8 1 .5X4 III 3X5(G1) III —3-8-4 s lz �_4-0-0 Over 2 Supports—� R=162 W=5.5" R=177 U=4 RL=22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (SO3)357- 118 "�INGI*a READ AM FOLUX ALL MOM 011 THIS OWINGI t� TC LL 25.0 PSF 825N4 Ave,Comellus OR 97113 --I�RT�" FINNISH THIS=WING TO ALL CONTRACT=Rs IWUMIM TIM INSTAUMIS. 5� , REF 87175- 89449 Trusses raquiro-1~car. In f•brlc ,t . naMllrg, snipping, Imcalliry arra brachy. R.r.r w aril Pella. the 1--as t.l.n of GGSI (eulId"C_ t S.r•ty Inr.r..tl.n. by TPI ems,RTw r aarety A...ticea 1. ,Q TC DL 7.0 PSF DATE 12/07/15 °r �� 14659 o perror.l ngl cnaae runcclons. Instillers an•11 prow lee te�yor+ry br.c i,q per GCsl.roUnleas.wc+a ocnar.lso.r A. tap cnortl atoll Mve properly et[+eMtl s r•1 ane nirq arq eo w•crortl snail neve a properly.1t— tscnea ^ti rr' rigla cal Greg. lowuona alw.n r r par.ananc 1•t.r.l r rapt.rt.aba anon n.o.bred ng 1-11aetp.r ECS 11 BC DL 10.0 PSF DRW CAUSR7175 15341053 �� sect lona G3, BT or G,D, as eWI icable. Apply pietas r=ecta race or tru and p.+ltl.n w•no.n eb.ve—on _ ttr J.—D.—ls, unless rosea.H,ar.lae. Refer to tlr+.l IWA-Z I.rasta,wara plat.poo It lore. Q Alpi— A alylsl.n nr 1�G..Ilaing C;:p.n•nta Dr..p Inc. anal) net ba raapunalble f.r any a•vlail.n rr..tale BC LL 0.0 PSF CA-ENG BFR/CWC tlra»Ina, any r.11ure Wild tn.ir�aa In wnf.rma we.Ito AN51 TP1 ,, .r r.r M toll q, anlPPing. 9 TOT.LD. 42.0 PSF SEQN- 184983 AN ITW COMPANY hat+ll+cion A bracing or craaaea. F V A...1 en tnl.trrlry a.°ver P.G.11-1,,cols arwll/ IIl01R.t..--p .of pr°r wlerrl•n I—I -- r..p.rrl.nley•.I.IVd.1on.I,.wr. TT.WIt killity.r.....f en.,di—tM ror aro•tnlerur,I�°r '9/S►�,♦� 7,19 QQ DUR.FAC. 1.15 FROM I KE 8351 Rm"A Circk ...lon.l=Illtr.r tl»R.IImr9=rlGll.r P.r AMI/T►I t S...A. 'I NW-Ct1p _ — Sac ritq CA 95828 For..re hror..c Ion a cola J.b'a g.ner•I no a peg.•era cn.a..eb a� rW i� AIPIM: —1pli-1—c..: TPI'. .epin ,erg; .T611: .w.sbcinemery.e IM: .... cn,.ra..rg SPACING 24.0" JREF- 1VM67175ZO9 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - EJ1) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 67 pif at -1.50 to 67 plf at 1.91 120 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.50 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 6.00 DL=6.0 psf. BC- 36.31 Ib Conc. Load at 2.06 BC- 39.48 Ib Conc. Load at 4.06 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=50 8 19-9-15 T 1-10-13 0-7-8 q JN 16-2-10 rz/ 3X5(132)(R) III �1-1-6-0-11-10-15 �' 4-1-1 _I 6-0-0 Over 3 Supports R=261 U=29 W=5.5" R=109 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02.0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Compponents of Oregon (5031357- 118 'aMRMI�+I•• READ AND Frrl LON ALL 119115 ON THIS owriNel ,`Q F TC LL 25.0 PSF REF R7175— 89450 825 N4tl Ave,Cornelius OR 03 13 'I r FINIIIIfN THIS INIAwING m ALL COOK Itin INCINOIINI TM IMMUMS. y Tru= eaoira a cra.e are In raarlwUrp, Handling, sn t—, ,net+lling arta bracinN. Morar w aha ru"" TC DL 7.0 PSF DATE 12/07/15 e lees[edi" er : m.11tling C1—ant serety InrPrm.tlan, by TPI ep,rR=, _.aaraty pratt,Pea pr �d 14659 F� o perrore ing the.e r.autlons. Insw uer an+n provide teapor+ry bracing per*11 un leas rosea otner.i:eor i1g d,wrtl shell neve properly a tecn„d struct rel anmtnirg and bat0 cn 1 shall mve a properly 1 tec RC rigid Klung. Iscaclona eno.ntror per.+,n.ntulet+ral r r.lnt Pr.eba amll h.ee b.aPirig In„u.l letltper ecsl BC DL 10.0 PSF DRW CAUSR7175 15341054 �� +.oe mna ea, AT or g1g. ee applicable. Apply plat..I.a race or t....e,w poaituon ne Joint 3. .1 s, unless entad oc,,.r.isAp Maier to tlre.i —-Z rnr'standertl late d "�' p p"" BC LL 0.0 PSF CA-ENG BFR/CWC Alpine. a di„iaien or ITo g,.utll„g c„ala,nent.Gro.p Inc. amu ,.,t be reaPPn.im.r am a.yi+u an rrP.tni, as pg. any r+.lure tP build ten trp., in,:onrPna.r+:..ith ANSI/TPI 1. .r ror-1-g, s 'P.W. 9 TOT.LD. 42.0 PSF SEQN— 1 84600 AN ITW COMR4NY tln.t+ll+t.on a br.ai„g or tr.rsses. �yV A+++1.n tnl.Or+.lro w Ov—POW Ilbti„y tbib dr..l w lndlaet eaa+nt+„ab Of prbA+++lp,bl.,VI-1.0j� N351 R,mnM Circle p—lb11lty—1.Iy rbr ee.0'*'1,.1„_,. Tn+—;l l l iyr.,,a,..a.enl..,no for+Iw.e„laa,..1..>,. �sr�gN W.C�PQQ DUR.FAC. 1 .15 FROM 1 KE r.+pnulbl y Or t Bug Clnp Owlg,,r p r NMI/TTI 1 S-2. seclMm nto,CA 95828 F.,— inrP ion.ems ..JPb.gener+l nP P•ge.nd tmae+eb a SPACING 24.0" JREF- 1VM67175Z09 ALPINE: ....elpinelt..cm: TPI: • pinat.org; NTCA: .aa.bcimoetry.con; IM:aw. .ere.org (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR EJ 2) THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 19.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=6,0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. 21-1-15 R=115 U=31 `�Y* % 3-2-13 0-7-8 -7_ / �18-2-10 rl� 3X5(132)(R) III �1-6-0 ��F 3-10-15 2-1-1—� —6-0-0 Over 3 Supports R=317 W=5.5" RL=74/-36 R=111 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .02. BRO :2 OR/-/1/-/-/R/- Scale =.5"/Ft. Tlvss Comp"a"ts of Oregon (503)357- 118 "�MINGI"READ AMD EOIIDW ALL MUTES ON THIS DRAMIN61 825 N4t11oAve,Cornelius OR 971]3 "IMPORTANT'• FURNISH TNIS DRAWING TO ALL cwlrMAcmMs IMULDIND THE INRrAUJUM. TC LL 25.0 PSF REF 87175- 89451 Tres...... w. rr eetrw.tar,. In r.erlcau na, hantlliehlpplrq, l,njai nny a-or.clne• R.I.,w em ro l h,. 4659 latest saltie"er BCSI (Mplle17 Gowponent s.Tety Inrar.atlon, by TPI e d WTCA, Mar s.Tety pr, te.prier TC DL 7.0 PSF DATE 12/07/15 o perror.lnG[nese ranttlone. Insc•11,11 sn.11 prpvlaa te.por•ry nr.tlnp per MCSI. unless notal ocner.lse, top chore shell neve properly a echea etrutt-1.heath;,,a hotter,chore snail neve•properly attetnetl rl gla c.n l.y. inceuons aro.ntr r pern•n.ett 1.tarel r ra int.r sees.nen h.,.hracl"p In 11ea per WSI BC DL 10.0 PSF DRW CAUSR7175 15341055 section•M3. 97 or 810, e.eppllceple. Apply plats.to entch rete or tru a- ,o......•..hewn above a- - o Jalnt Dst.11s, unl".tutee otherwise. R.I.,to erewi 1WA-Z Mor.t.M.ra plate pa.ltians. — Q Alpine, a aro ..ur I7M Mwilalrp Ga.puns s Gruup int. .b•11 ,.,t De r..p i ol.Tar any—at—Trp.this BC LL 0.0 PSF CA-ENG BFR/CWC era W, any Iailure to bulla the trues in can Tarm.ree.Itn ANSI/TPI 1, ur Tar hana11 w. ah pp ing, AN ITwCOMPANV ln.t•11•tipn A br..inl c1 trw..a.. 9 fC, 7, 19$9 Q4;' TOT.LD. 42.0 PSF SEQN— 184602 A AAMI en rh1•!raping ar pe.Mr pope IIMCI.0 this eras;1q lnels.MMe MMMMptanom or P-0asMlonal."011,..11.0 rw.pa".1DIImy—1.Iy Mor tlr eMMlon r.r.r. Th.. ;tall, iq one I or this ar.olnG for shy Mtr1�r,Ir.1.w T/qNW.(��QQ DUR.FAC. 1.15 FROM I KE 8351 Ruvwla Circle rasp-11,111ty er the 1.1 IdinW Dwlprrr pwr ANSI/W1 1 Sm.2. S3CrVMPt%CA 95828 For.ore Inror..clon see this job•s Daner•1 ,w page.na these see. AVINE:—alploelew.ca.: TPV •w..tpin.t.orp; MTGA:.w.abclMurtry.coe: ICG: iw:».irce.re.arg EXP.12-31-15 SPACING 24.0" JREF- 1VM67175ZO9 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - EJ 3) Top chord 2x4 HF #2 Special loads Bot chord 2x4 DF-L 2400f-2.OE ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) :Lt Wedge 2x4 HF Std/Stud: TC- From 67 pif at -1.50 to 67 plf at 1.91 BC- From 5 plf at -1.50 to 5 plf at 0.00 120 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 0.00 to 10 plf at 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 101.58 Ib Conc. Load at 2.06 DL=6.0 psf. BC- 367.53 Ib Conc. Load at 4.06 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total toad. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=96 U=10 8 �19-9-15 Z 1-10-13 0-7-8 —� 18-2-10 3X5(82)(R) III L-,:-1-6-0 -1--1-10-15 SIE 4-1-1 _I —6-0-0 Over 3 Supports R=378 U=40 W=5.5" R=290 U=23 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02. @RO :1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of0regon 503)357- 118 eaWNINGIee RM AM wugp ALL MOM ON THIS MMIrGI h 1 RMISH THIS ow1M m ALL COWMWTM IMUIDI B TW INSTAuans. 5 TC LL 25.0 PSF REF R7175— 89452 825 N 4t Ave,Comellus O 97 13 "I�0R7 " Trussae r.p,i r„.[ram,car. In fabrlcac l,y, na111 s, ;,P'ng. Ins[all iry ono bracingate . Rr w antl follow ha labft.tlltlan or SCSI teullEl y ea.aa„ant befsty Info wetlan. by TPI ab W") far f.f.ty P..c[Itef prior �� 14659 9 7P TC DL 7.0 PSF DATE 12/07/15 o perforelrq these func[lons. Instillers still provitle tenpo bracing par BC51. Unless rotetl otharwlse. cop chortl atoll nave properly attienetl c &tract ral fneathir e,Ww1—dshell hew•properlydv 1191&&.Hing, Intauar.e enp.n far Perwe„ent"labra, ref[r.Int pT—1 Shall naw bre.ing installs par wsl BC DL 10.0 PSF DRW GAUSR7175 15341056 �� sect lona B]. B]or BTU, of applicable. Apply plates to each teeny t truss eM pot It Ion w anown ebeve eM an _ d ins Sint o.tailf, ".les.nB..I niherwlfe. Refer to Jr—a-;— ,60A_Z rar ate dartl plate poal[Ian. BC LL 0.0 PSF CA—ENG BFR/CWC Alpine, a tlivlsI of I1g Bulltling C<w�p„rwnta Group Isnail n c be reapunsibla fur any Wvlation fru.thio rw lrp, any(ailuro[o bulltl[he trona in tunTurn.r.;a WI[h ANSI/TPI 1, ur fur n.rWling, Shipping, � —` AN iTW CONIaAHY ;natwll.tlpn a brwcing Pf tra„af. ,q F�7 19�`� A TOT.LD. 42.0 PSF SEQN- 185009 esel en shl•arrinp er&oyer peps Voting"Is erwl1Ip, Indleeew eseePeelee er prsfeeelsrrl sriplrwrinp 1 r..pwl.Ie1I I7�eslely rer IAw ewwlgn N.ewn. T1r wultael l lq sl,e,s-of tl,le erssing rwr.,,,ecruer r�is[n. �sTigN w.GHpQ DUR.FAC. 1 .15 FROM I KE 8351 RmwCilek r..plw,.Ib1I Icy or tlr pal.ding Ilwelglrr per AMI/TPI T Ssa.a. SaclBmMo,CA 95828 Far,ire Infpreetlan See this;ob•s generwl a page...e thasa wee f. ALPINE: TPI: SPACING 24.0” J RE F- 1 VM67 1 75209 ww.alpinelb.cm; eww.tp—t.org; VTCA:www.fbclr,tlusery.con: IGG'.www.lccaefe.arg EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR EJ5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) :Lt Stub Wedge 2x4 HF Std/Stud: TC- From 65 plf at -1.50 to 65 plf at 1.91 BC- From 4 plf at -1.50 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 4.00 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- 33.24 Ib Conc. Load at 2.06 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 — . / 10-0-12 j R=48 1-3-2 0-7-8 --- -�— 3X5(G1) III L-1-6-0--1--1-10-15 1-2-1-1—� �_4-0-0 Over 3 Supports R=248 U=14 W=5.5" R=68 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4 0 15.01 .02. 9q TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357- 118 " 1 1" REAM Aro FOEWN ALL RIMES OR THIS MWIW.1 825 N 4th Ave,Cornelius O�97113 '•IiuRTANf•• FNRNIBN THIS NMNIN 70 ALL eprTNAcnm IMUAl11N Tile OWTAUMM. TC LL 25.0 0 PSF Tr. ...ire t.trem t re 1n Tabrltatl Ki �`' REF R7175— 89453 fne le eat atll[ion o1 BC51 (8.1101 ^g' aM1fpp lrq, iy TPI fng Il bracing. RtTtr to antl full.. �O ng cte,penent safety Inr.aalan. by TPI aw Ill ror aaf.[y pr.<vtea prinr 14659 `9 TC DL 7.0 PSF DATE 12/07/15 o perforwi,q these funttlo ly' Installers shall pravitle teapo nary Drac i.q per BCSI. Unless notetl otherwise. top tM rtl shell neve properly ettechetl st rutt ral sheets irg eM bottna tMrtl shell nava a prop.rly e[[echetl rlgltl cal Ilrg. L.-tans shoe,,.,for permrientuleteral reatrelnt of webs~1 nave brecing 1^at•lle0 par BCSI BC DL 10.0 PSF DRW CAUSR7175 15341057 �� aec[lona 03, 1 to tlr Ra pox pi Apply plaits . i f ,ar BIG. es eppliceble, to tech ieca of[ru erW lonIliDttllsti. ebave aM en d O the Joint eunless m-atMrwlst. efer ee,inga 6GA_Z for atentlera pixie pa.I .na.LBC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a al un of I7Y'Bulitl i,q Cawlpunents Gruup Inc. snail ,w[De reapunslDla TUr any Wvlatl.n frw this tlrawing, any Tallure t.-11.the trues In c.nTurvaanre with ANSI/TPI 1, Ur fur hantlll en 1pping, AN ITW COMPANY insLlbtlon&bracing of truss... �'Se�9 �v TOT.LD. 42.0 PSF SEQN—• 184958 A srl M thls arae,lrq ar adr—Pape,Iiia lnp nis arw l"/ Iblww aeaaPtsrn.ar fe,w lard _ V 9 rae,penale,111Ly i l .far tha dwlpn slid,. The,—1-blTV Ol w of tnla al—Igrofsr W at a"ore,la W Q x351 Rwm&Cirrlc .we,paB.lsllity pf she,IYlitllro D—lili par ANSI/T►I T s.a.:. rZiQNw,GHa DUR.FAC. 1 .15 FROM KE aecramcnlq CA 95828 Far^ort ,nfarmUpn tet ula;.b a general ^e Pape.ntl these ab a. EXP.12-31-15 SPACING 24.0" i j JREF- 1VM67175ZO9 ALPINE: .elPlneltw.cte: TPI: plus rq. Illwm,sbcl Muatry.can: ILC: www.Iccsafe.t rg (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - SJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=6.0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=29 U=12 8 � �19-9-15 / 1-10-13 0-7-8 _T_ 18-2-10 _ R=36 3X5 3X5(62)(R) III Lr-1-6-0--1- 1-10-15 2"9 2-0� Over 3 Supp-1 R=233 U=14 W=5.5" RL=46/-29 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 .02. 9q TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com onents ofOregon 503)357- 118 "�INGI" REAo A10 FOLIO ALL NUB ON THIS SBAg1IG1 yy ••IBSOBTAwr•• FIBWIBw nus Btimime To ALL comucim Iwcwwwo TNB IMTAUEgs. TC LL 25.0 PSF 825 NQ%Ave,Cornelius 01�97113 Traaaea e e a t �5 REF R7175- 89454 age eareaa n r.bC-,-g, SI-t rye, aM1ippl p, tailing a„d bracing. eerar a am valla. �d F TC DL 7.0 PSF DATE 12/07/15 M1e latent aditian 6c51i6nlldl g camp�,ant seraty Inrnrnatien. by.TPI1.and W« far aarety pr.ctltaa prinr 1 46 5 9 9 r zo performing tM1ese fu,Kiions. Instillers small provide temporary brat i.y per SCSI. Unless noted oUer,lse. ap enartl an.11 nay,properly attabnad siructaral aneatning a tl batten—rd small nave a preparly attached BC DL 1 0.0 PSF n d sal nrg. meas Inns ane..,,ror paramrrenc Iptirel reatra Inc or Saba ensu nave bracing meta mad per SCSI DRW CAUSR7175 15341058 ��ip Sections 83, BT or e10, as eppliceble. Apply plates to eecM1 face or tru end posit Ion es sM1e,n above end en _ d the �teila. amiss noted etnar.iaa. Serer to draaf ga 160A-Z rprestandera plata peaitinna. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a d—,ion or ITN Builtling Cuapnnants Gruup Inc. snail nut be raawnaibl,Fur any tlavia[ion Tru,-- M any rallure to build tna trues In cunPornwnca rltn MSI/TPI 1, ur fur handling, snipping. �Vf AN ITW COMPANY Inatillatlon&bracing ar trpaaea. 9 fC 7 1g$9QQ`V TOT.LD. 42.0 PSF SEQN- 184596 A anal In cblo ar�ing ar eev.r P.O.I latlro cbla ar..lro Iltlla.taa aeeaPtama of prafaaalerl apinMn / r..P rro,'h llty.alaly for tlar caalpr elan. T1ha wlu l liq rm w of ala aryl for 8351 RmmCiirk r."—.b11ley of Me Building Donignar par AIRI/TPI 1 seas. r'g `°�.enitwr.1.w T/qN,�• �► DUR.FAC. 1.15 FROM I KE Sxu nig,CA 95828 Far mora cnrar,.alen a tnia Jeb's general a page and tM1asa mob aItaa: SPACING 24.0" J RE F- 1 VM67 1 7 5209 AL 111E:aaa.elpinel[a.cen; TW aw.tpinst. g; ITCH: aww.sbcirtlurtry.com: ICC:a aa.iccsare.org EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 TIGARD, OR S_12) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. -- - Top chord 2x4 HF #2 120 mph wind, 19.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=6.0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets 0360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. R=107 U=33 21-1-15 8 / % 3-2-13 0-7-8 i R=39 18-2-10 3X5(B2)(R) III L-1-6-0 -1--2-0-0 ��E 2-0-7-- 1 �3-10-15 Over 3 Supports R=276 U=10 W=5.5" RL=74/-36 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-!118 "MRMINGre READ AND FOLLOO ALL MOM or TIAs DIIMIreI S'� TC LL 25.0 PSF 825 N 4th Ave,Cornellus O THISR 97113 "I FMISH Is IN mu ACOMlllAe M II CUMIM ME IrerAUM. REF R7175- 89455 T...so,requl ra a trees a re In Tabrlcatlny, nandling. shipplrq, i—olIiW and brachy. Refer[u ab Tallus �v ne latest edition of elsl(Sulldlry Cpeop n[Safety Inrorlrtlpn. by TPI—WCA) T r sare[y practices prlor 14659 5 9 9 r TC DL 7.0 PSF DATE 12/07/15 o parfp rnirp trose o;Mt Insvllers'sial l provide teepor.ry b...i.9 per SCSI. o1.1.1"s rated o[neraise. top[rord.b.11 lave properly a tet Md st roti rel .roatbiry aM botto..-,d.bell Is a properly a racned d celllry, lncellos srow,tfpr perrorxrrtulaterel r ran[of webs Abell have b ecby taledtpar SCSI BC OL 10.0 PSF DRW CAUSR7175 15341059 �� tett Ions SJ S]or 610. ea eppllcsble. Apply plates to eecn Tece or[ru end poalt Ion ea amen above eM on a the Jalni Deioll.. dols-noted-b.ra-e. ReTer-dreeing-1WA-z ray ste,Merd plate po.ltlan,. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a dl vl-ion of 171•Bul ldlnq Caryxrt.ents group Ir¢. -Ian rx,t be respan-Ible fur any deel.tlan Trpe this areal y, any f.11ar. build tn.tra,t In tpnTa gnu with ANSLTPI ,. ar far aMllnq, ablpping. 9 FC r,1y,b lV TOT.LD. 42.0 PSF SEQN- 184598 AN ITW COMPANY In-ta,,, ny f br.t i.y IF cra-set. 9 A wl M tnls.rrleq or epll.r.•o•Iletlllp this Arwll�y IMlastss spv.pt.,00 of pTori.slwrl.11.11wrllq �snaNwe G��QQ DUR.FAC. 1 .15 FROM I KE f.RPerls lbl I lty solely for tl deslp,also. Th.allltslllllq ane lite of tlll•dreslnq for no,str.�ture Ia ells 8351 Rmw Citric f..perl.lblIlty of tn.Railelry Csslgnor psr ANSI/Ml,s.p.z. SXMIX to,CA 95828 Fpr cora InTprw.t+an tee tris job', ,sro 1 na ,pogo uti tree,sob-it,, SPACING 24.0" JREF- 1VM67175209 ALPIRE:soo-1pinsltss.cm; M: ass.pinst.org; \TCA: sss.-bcU Try.toe: Ic. .ers.org EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR SJ3) THIS DING PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 HF #2 120 mph wind, 18.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Shim all supports to solid bearing. for dead load is 1.50. R=156 U=40 �19-9-15 e / i" 3-10-13 / 18-2-10 x,.107 0-6-0 60 ! �16-2-10 3X5(G1) \\\ 1"1 x �—5-2-4 Over 3 Supports R=227 W=5.5" R=102 RL=73/-25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4(0) 15.01 .02. TY:1 OR/-/1/-/-/R/- Scale =.51'/Ft. Truss Com onents ofOregon 503 357- 118 "M�INDI•• READ AM FOLIO ALL IDTES ON 1HIS ORMINGI p ( •ItwRRFANr• FMISH THIS IIRMIM Tg ALL IzrmAcmRN IMUIDIM TIE IINiTALLfl6. TC LL 25.0 PSF REF R7175— 89456 825 N 4th Ave,Cornelius OR 97113 �S Tru.s.elre a ira..para In rabrlcatfng, naMll,lg, snippy,, Inscalling and bracing. R..er w are rollo. DC7 FA TC DL 7.0 PSF DATE 12/07/15 - Intact atilt on er RCSI (eul 11`9 Conporent Safety Inrorweitlon, by _"'yety 0......—priTpl eml grG) for or '� 65(1 4Q parroraing a rant:Ion,. Inst.11.r Safety rY br.c lrq per ecsl. unl...rota otr-r.l.a. Q 5�.T1 � cop more mall reed prop.rlY ecc.tr-d.vutt r.l e,--tnl„g ew wcm.twrd.Hell n.y..properly eccntnae rigid oailln9. i--l...sboan rer para-narmuleterel re,.tra,nt or aeb..b-LI nay.brening I,..t.nea per MSI , BC DL 10.0 PSF DRW CAUSR7175 15341060 aectlena R3. 81 or Ri,l es appllcabla. Apply plate,to eecn race or tru end posltlen a.flw.n above end on d tAl�e,nt stall., p.1 17 -tad etbanal,e. Rarer to 1r .1.,60A_Z rer'stamerd pl.te po.�tlore. BC LL 0.0 PSF CA—ENG BFR/CWC Alp— a eivlalon or IT•Rwlm ng cwporenss croup Inc. .r-n ret be r.aponaima ror any a.vlau on rro.cnle _____ dra.log, nny r b"'e to holm...ir.aa In eenrer-a�:..�in ANSLT„I ,. er rer Handling. anlpp�ng. fc 7'19�y w,�v TOT.LD 42.0 PSF SEQN- 185007 AN ITW COMPANY In.tall.tlen s°rating pr tr,...e.. A wfl on"IS ar..ing er parr pp lifting thlf d-1rq. IMiww wefpfro or prff wlenfl.rlglnr.ri Q — ...parlbl I Ig.elfly ffr,er..°Ion.I—i. Tlr eulbbl l Ily�,..of tblf er..ing ffr.M.truer r.I.rotl,f s;sl kov=Cifle �P_ ty^.tt.."°'1V g-'g'-r pr AIE'^*1 ,Sm.2. riaMwr C PQ DUR.FAC. 1.15 FROM 1K sxl nto,CA95828 Far.era ,nrer.alre s cels job's ,—.1 re ,page.,d ASPACING 24.0" JREF— 1VM67175Z09 ALPINE: TPI.aw.•Ip lr-I b.caw; w tPlnst.org: .TCA:ww..bcl Mustry.con: ICC III.1c...r .1g EXP.1'1_ 1-15 (1215005--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 12 -- TIGARD, OR SJ4) THIS D9G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. — Top chord 2x4 HF #2 120 mph wind, 19.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Shim all supports to solid bearing, for dead load is 1.50. R=208 U=57 �1-1-15 B i 5-2-13 18-2-10 5.07 0-6-0 �/ - �— �16-2-10 I 3X5(G1 7-1-3 Over 3 Supports R=283 W=5.5" R=110 RL=101/-32 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357- 118 '"wwlNGl"' ROW AND FOLLMN ALL WTES ON THIS MIIMINGI •IIPMRrAYT•• FWAIMII THIS McAMING TO ALL CW MAaTMMs INCIIAINM TM IISTAUAMa. '� TC LL 25.0 PSF 825 N4tph Ave,Comehus or�97 13 g REF R7175- 89457 Tru. ....eetrewe esre In Tab!hating, handling, enlpplrp. Imiall lry end brachy. Rsrwr r,.end roll.. �C? 14659�'9 TC DL 7.0 PSF DATE 12/07/15 the leiest edloon or IIGsI (Mul ld leg Coepo nt s 11 Into rnrtlon, by TPI eM MICA) rer sehty Precticee prior topp"twrd"'n�sll heverproperly etcechodm. lars'sn 11 P'� tesporsry b...ing per SCSI. g,.lesz noted other.iso. Q` r rigid cell leg, Lo—P'ns allow,far he end by true chord shell neve a properly eitethed P.rmrie�n^�"lete�el r .Int r sobs sell n.oe b eclry im.t.Iiee per eCSI BC DL 10.0 PSF DRW C:AUSR7175 15341061 �[P � .act lens.J. B]er 810. es eppllceble. Apply plates[e each face or eru erM pozlifon n snow„above and on _ d o Feint betwll.. wnleee rote pthorw s. R.Ter to drwwi,y.ISOA-L ror'stsnderd plot.peeitione. BC LL 0.0 PSF CA-EAIG BFR/CWC Alpine, a divieYon or ITM Mulldlry Cusp,.nents Groep Ioe, .loll,wc ho responsible T,.r any d.viutan rro.tole awi1, any!allure t.build this twee In wnTu ripnpe with ANSI/TPI 1, ur Tor hendling, en Ipp legs AN ITw COMPANY Inscw nwt loo L brsc ing or crosses. V A wool do thls droslp er dug.!Ii Ifni this drool q. IMlssew.bg.pr.e.„Prsf..aohol sriMlrlsarllM 9/ . 71 t9�M' TOT.L.D. 42.0 PSF SEQN- 184996 rsaPsro is111ty salt lV far this daslgn sosh- Tho swlLbll IV aM w of this d—ling fsr a,w stioct rs Is tlls --- A351 Rgwm04” rasPshsibI IIV of this Bul Iding Mwolgir per ANMI/TPI 1 Moe.=• sTigMwr C�AQ DUR.FAC. 1.15 FROM I KE SRcl iito,CA95828 Far dere inTprveetIg a chi,;ob•s gener.l nd Page sold thee.web A ., 31-15 SPACING 24.0" JREF-• 1VM67175Z09 LPINE: TPI ,elPinelt�.con: : www.tpinat.or9;MTC :wwle,sbclrWusery.con: ICL:ww,lccsefe.erg EXP.1 2- THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 -- TIGARD, OR - SJS) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6,0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=34 U=6 4 F- 10-0-12 T j 1-3-2 0-7-8 �9-1-2 R=33 3X5(G1) III -1--- 1-10-15 2"s 2-0-0 Over 3 Supports R=225 U=21 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.01 .02. 8R0 Y:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com onents of Ore on 503 357- 1 IS ' wwtNGl'. NEAT Ain Fouu ALL WHS ON THIS WMIVBl t S ) ••I.ArT• FIINNISN THIS NOING TO ALL curmAc m ncunim To I11MUMM. \S TC LL 25.0 PSF REF R7175— 89458 625 N 4t Ave,Comellus O 97113 Tr„aaaa r�alra a tr8C .era fn rrbrlcetl p, S—t g, ahlpplrp. Instrllfng antl breclry. Rear to aro fallu. � 14659�'9 TC DL 7.0 PSF DATE 12/07/15 tlr Hetes[eeltlan of SCSI (Bulltl lrg Carpo nt Safety Inforre[lon, by TPI aro rTGj for selety pr.cilces prior /yv o pe rfor.i.p tMse Punct lor,s. Insulirrsnsl.11 provide terporrry br.c Ing per SCSI. Unless notetl otla r.lse. cop'—d shell lave properly.tteched rtruct rel a hing end batto..lord ane11 rove a properly a tacfbtl r191d.elltrg. 1�aa=la b,how,Ter per..,- "lateral trent of dell hew bre. Inatelled`per w5l BC DL 10.0 PSF DRW CAUSR7175 15341062 eC � s 93. BT or BIG, as eppl lceblr. Apply plate,tohT. f tru aro position N—above—athe`Jolntunless noted otfarrlse. Refer m drat lops IWA-2 rarjet .1d plate pusltluns. n BC LL 0.0 PSF CA-ENG BFR/CWC Alpha, a dl—i.,o£IT9 tulltlfng Curpvnrn,Group Inc. ,fall nut be rsapunaible Tur any tlevlaClun£rue tyle eraring, any£allure to build the trues In cunTarran.a elth ANSI/TPI 1, ur fur harollrq, shipplrp, �V.f -- AN ITW COMPAniY Inaull.tlan&b...1r aT traaae,. .9� FC,7r tg�9 4V TOT.LD. 42.0 PSF SEQN— 184946 A rrrl en this err.lh0 sr erarr per.Il..l o thl.rr..lar Ihalm era.Ptwle..f lomfesrle,.l erviho.r1lp rr.pw,r1b 11.q..I.I,for tlrr a..10,.Ilpw,, th.rp lfibIIley.Im w.r this rlti lrq for.fly rer.sturr 1.ri. t/AN w•C�pQ DUR.FAC. 1 15 FROM I KE 8351 RmamChrle f.rprerlb111ty of tA.s.1Id.l.n..l.rlrr 1 -Aldlrtrl 1 S.r.y. SKMMMo,CA 95828 For sora In£or.rclM aee this job•a ga,ar.l n a p.ge.ro thea,reb ALPINE:Ip—l—, TPI, ,rr.tpinst.org; VTCA:rrr.sbclroustry,cor; ICC:rw. ccs .erg EXP.12-31-15 SPACING 24.0" JREF- 1VM67175Z09 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 TIGARD, OR HR1) IG THIS DPREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. -- - Top chord 2x6 HF SS 120 mph wind, 20.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Special loads DL=6.0 psf. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. TC- From 65 pif at -2.29 to 65 plf at 0.00 TC- From 1 plf at 0.00 to 1 plf at 2.81 Deflection meets L/360 live and U240 total load. Creep increase TC- From 1 pif at 2.81 to 1 plf at 5.68 factor for dead load is 1.50. TC- From 1 plf at 5.68 to 1 pif at 6.36 BC- From 10 pif at 0.00 to 10 plf at 2.00 TC- 252.00 ib Conc. Load at 2.85 TC- 322.00 Ib Conc. Load at 5.47 R=274 U=47 _j .22-5-15 5.66 4-6-13 j j 18-4-1 2X4(Al -2-0-0-� -2-3-8- Zi.. 8-4-5 Over 2 Supports R=476 U=31 W=7.028" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% O% /4(0) 15.02.00. 2 OR/-/1/-/-/R/- Scale =.5'I/Ft. Truss Components of Oregon 15031357- 118 "MRAIINGI•• REM AND FOLUIS Au NOTES ON THIS DMINGI 825 N4 Ave,Comelms OR 97113 ••INPORTAYT'• FrwNlw THIS owlw>n ALL wNrAACTaIa IMCLWIIAT THE INsrALLFla. �5 F TC LL 25.0 PSF REF R7175- 89459 enerlatest ratlltloneofrBC51 t1aul lnlfabrir�tley, neMlina, sn,pp lira, Inatall,na Intl br,-IN. R.l.r by arw Iullu. 1 46 5 9 np nt Safety Inror..tlon. by TPI a .TCA, ror nef.ty pr.=tl=ea prier TC DL 7.0 PSF DATE 12/07/15 o perreroirq these frncc irNn. Insc.neransnlll prpv L}e te.por.ry b...1,per 1IC11. unless rotes pcne..1s � f cop morn ene11 have properly ectetn.a strucwr.l sne.tnlna.ntl bocce.chortl she11 1--.Properly ecce d ria Id. I IIN, teceelws ahor,n ror Per.eront Iete r.l reatre int or.eba Inch neve br.ong 1„ 11 tl per acsl ' BC DL 10.0 PSF DRW CAUSR7175 15341065 sect Ions 63. B]or 910, ea eppllceble, Apply plates to each r...of cru .rel poaltl.n ea mown above.-- Qi Joint Details, unless ro[en otherriae. Rer.r to nrawlnps 16OA-2 roryst.ntlertl plate pvsriiuns. A IPiro. a tllvis Jun or I" Bulla Ina Curp,n.nts croup Iro. shall nvt be resWnsible ror any wvlaciun Tru.this BC LL 0.0 PSF CA-ENG BFR/CWC awirp, any Tellura tv d,l ltl the truss in t.nTur..np..Icn ANSI/TPI 1. ur fur narrtll i,q, enipprna, mss/ AN IrwcoMPAnry Inat.11aren&br.oi„p of tr-.... ,9 FC, y 19 9 Q4i TOT.LD. 37.0 PSF SEQN- 7012 REV A-.I-ehl.erwlry.r e.v.r pay.hating thl.a1rwlny IAel-e--e.pb.,l-er prsr...l.,rl.Igllrrlrry _ -q-lb I Ity-I.ly rPr nr e..lo„.I.P.11, rh..,,Ir bi4lgr.,re w.r m1.ar-Iny ror.v.trvemr.1.r1r ANSI/ Mi Sr/qN wa CNQ►Q DUR.FAC. 1.15 FROM I KE 8351 Rm.C41t, r-p-.Ibi I lty r. tn.sal lellry 11-lip-11-lip-11-liANSI/Mi 1 31-.2. swenrmacwsaia \TCA:T flppr.pre inipre.tipn..chla;pb a yener.I n Pea•.m th.a..nb Aa. LOADING SEE ABOVE JREF- 1VM67175ZO9 TP INE: .el rold.c-: PI: Ww. Pinat,ury; ....bcl„eusery,co.: ICC: w...lccaa r<.e rg EXP.12-31-15 (1215005--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 12 TIGARD, OR - HR2) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -- Top chord 2x6 HF SS 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Special loads DL=6.0 psf. ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. TC- From 65 plf at -2.25 to 65 plf at 0.00 TC- From 1 plf at 0.00 to 1 plf at 5.53 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 10 plf at 0.00 to 10 plf at 2.00 factor for dead load is 1.50. TC- 82.00 Ib Conc. Load at 2.85 R=15 2.83 10-8-12 T � 1-11-2 0-7-8 /� 9-1-2 R=10 Rw=7 2X4(Al 1"� 2-3-0 ��F 2-0-0 aiE 3-7-14 _I — 5-6-6 Over 3 Supports—� R=245 U=33 W=7.028" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0 15.02.00. TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Compponents ofOreon 503 357- I lg "M�INGI•• REAR AND FOIL•ALL Iola ON THIS GRAIIINGI REF R7175— 89460 825 N 4tll Ave,Comelius`0 93 13 "It�T FlRINIl111 THIS INNrINR To ALL carrRACTORA INctNRlln TN[INarAl1FA5. �g� TC LL 25.0 PSF Tru sea r. irs a treat/c re In rabrlcatlny, haMlirg, ahippi, , imt,IHW aro b Refer to ab folio. m latest Bolt len of SCSI (AYiltlL,p Caepo,xnt$arty InforiwtlPn. by TPI a PTCA) for barety prectl prior w 14659 9 r TC DL 7.0 PSF DATE 12/07/15 o pe rfarninp those functions. Installers shall provitle ceepP ra ry bract,,per SCSI. finless ro otl,erri top c orgy shell neve properly ettechetl struct rel sheethrng nntl bottua Phartl shell M1aas a property etteclwtl rigltlr Pe 111 - toted show,for perwer,er2ulate rel restrain[or aeDs shell have brat inp instelleo per SCSI BC DL 10.0 PSF DRW CAUSR7175 15341066 sections 53. BT or SrI. ea appllceDie. Apply plates to eecM1 feta of t n ago position ea•boon above aro on d LI Alp. l elnt ata.la. unleaa netw,etheraaa. ReTar to tlr 1h1,GGA_:Tor atanaartl plot.poaitia a. BC LL 0.0 PSF CA-ENG BFR/CWC Alp Irw, a y vision PT ITR Suiltllnp C,wpurrnts Group Inc. shall nut be ror Ir ible To'any 1pplWlon Trua this tlrawlrp, any failure to builo CM1e trues in cunTurw.rae aith ANSI/TPI 1, or Ir nenollnp, ahippiry, AN ITW COMPANY Inatalleclon a braclnp aT trpaaea. 9 FC 7r�g4 t�� TOT.LD. 42.0 PSF SEQN- 7018 REV A.rl Rn 1714 drowwl*lp or o d P•P f led. tela 1= Inelu ew of thlanea ar Malanol V—lb lllty ulely for tiw Mlpn alb,. TM wlLbl llfy aM uM of MI.tlr�lrq fsr My.tr�ra I.L,. / �] 8351 Rm.Ckle rwpun.lbillty of tba Building DolllSnar par ANSI/TPI T Sae.t. ro ��I�N We G�'1�' DUR.FAC. 1 .15 FROM I KE sac N cmo CA 95828 For .Pre lora rtlP a tM1is Job a 91tea pope.ntl tiwae.eb a, s EXP.12-31-15 SPACING 0.0" JREF-• 1 VM67175ZO9 .elPinel b.coe: : ew.tPlnst.org: RTG: I aaw,abc i,ourt ry.con: GC:nee.� AIP INE: TPI i ccsefe.or KJ D, E-;1 12,01 j 1j, 100 MqDll 'Ind "peed L MAon He;qht, Partially L,J -,C6, F,pneure [<:,i i jo Or 0 mp!i Wirici `4)oed 0' M H c 1 t EI) closed, pr).-, r c D r Zx E F -2 J i Br- !I[ P, a C SPDr- 51 14, 01.1 4 Xis d 7 L -3 't,,U It .4 4 14 W 0' 1 0, It f(-0-,j I J-1�1--------- 4 4' 7710, W, 11' 4' 14' 0' 14' ii 1 44 0 F",- 11), 1W, 1-` 4' i4 0- 43 4' 14 0' 1 14 0 !4 L L 6 II 4 14' 14' ----------- t rj 4 T 1 - 4 7- 44' 4 Ljl 14 F i- 3 - , 1-,- ' 0, i 4' A' Am 14' IJ' 9 -- 4140 ---------- I , 6 -4 41 D t 5' Ci P' 9 21 lo, 10, 1,9, 5, 12, Ill 0, 1 14, # lz� 14 jj� —----- I �S- 1, 1 L1 14' Lj' 14 14' 14 L > -j 4' 1 4 4 2 1 I C l P.,t 6, B -7 14' 14' P 10, 1,4 `i- ,sl, cn�y !,:-Strill 0 1 III Inj-�l-,i 4'l 14 1-- 14' 0' 14, 0, 14 F, ho,-J, :,I, Pj� 1j, 7 21 ill 14 4 41 # Y 9 P11 'A' P, 7' L') i 1 H t C to, il ill ill ill 140, W 14' t4 0 1 14 0el, S t 16 1 noli 1, C,t—o�� 1 1�40 14' 0' 14, 0' i,� 14' 14' n 1 1,4, y W Ju _4 ----------------- # 4' 14' CC 1 14' 0' 1 11 0 I,--i- l5 Ti 11' Cj' i 14' it1 L, —g. 14' 17 -=4 1- �inr lord57 B 0 13 14' 1" 14' Cj V-'� J t jo —'s 'p— # F > P Dil,—,l opti- "K; es �,P-e -ils 0, ,e, ice er),gtiV), , i- ,-- g o], V"t:c e at h -6 M. LC e +M,l ie-gth is 14' "r7 1 c-, 4 P L 1� t T- 0; de L ler, t Ll46th r14. ?I -tYl ail t -j r,. j , --4 -� p ci l,ee -j� Pei e to t (bovc I,o 6y this 6,tD4 mlcipo�nt of VertIL'! --WAP4IN1G-- READ AND fDLLJV ALL NOTES ON THIS DRAWINGI -V F �,S WWIMPORIA14TWO -UPMIS4 -,Hl� DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLLPS. C 11 — G.., pri— t14659 -- d ll— "",e— ,,.a i,ct^or --t E- 1 Lo—t�— 1- r---- 4--.- —st,--,t o- S B7 t pplktC Appj� To C,Ch ;t Si,,- 1— -d - jOrt 11 "I'L 'Ji L:--I t "I Re Fel' t1l J-1-j5 I,OA-- Fn, .t,:--) _!,te pslt,.,, /-J,! TW COMPA,l," 'Alp- L, I'll -j- ;-- -y t� �-kl t- t,— In o, i�,r -ta ppjrp A x I[I i D A 3eat on thl� rawlng or cover poge sing this drawing,Irldl-tv,occeptonce of proPessiono( of t--- cn neer r-pon,lbitity -Wy for the dign The -1t.k.111ty rd U-1,dr-Ing 13389 Lakefront C-le �*—*—1,t��r-p—lblilty of the li D-Igrr- per ANSI/TPI 1 S-2 Earth Crty,MO 63045 o Fortr-. ,(. iter 1bplge Ird h -fl, EXP.12-3 1-1 N T r- t -Z's L e t i-t a s sizes for Plate " is� )Pc-Per !,I:C:e I PAL g,b�e t i 7,! pl"t'2 r, F p[C,tp that ()Vp, t tha P,Fll Dlk-lt'S tO IL— tle llh + n4 L Lj cl- :< 74- T jl t�v v I b" I no4 1, (VI" J C�,, opl[FL er�giree,eJ 6p�;:.Lr! --oc, jc�, 6 g � Ncils oh, 10d Curr , (0 143"< ct 4' plos t'3 "cl-t 71 4 rols in �J— p or,ci k,c,ti.c,m c—),6,; rc, k-: �io el j�,I r st c,-t c V� z i 4" cJ t 4 Ncds 4� lct7noils rT th -j:, co 0 ho 4 'As, T P,-4 'T cJctoil for A"--E 4 % A-CE 7 _9,-jjt Al; 150114l4nj ',1- 0 E 1 1 ,/ij 1 ,051 14, A,i't 3J11ti111a J14 All + 1j, A---E -10, Gck.[ Cwrjg� 4 Sc' a-+ At 14, 412015PrI-1j,14, A!41 r 101,14, -einf r,Q M r S c - 2x4 qC,101C,11r D s- �-- ve - AIIIN17JENLIOP114, L' 1, 1 4, ^,:-jJI-DFNL1Fij0j4, ALICO!'-)FEDIU1014� I cr ea (FAljo ) �;,J% -W Ali5,�0ENLP11.,014 A120',OEI,�CIDIOQ4, f7t Ci67�11,1 P,- 7' A2 G Ecl 1-j 13 11' :..p{7 r op utE Al.it ;or urn rp,+orcO golble rtlol 1-r-11'. - 4 Nm{s —WAPNIINC;row REAL) AND F-CILLOW ALL NOTES UN THIS DRAWINU tp V E ..IMPClTAN—FURNISH THIZ DRAWING TO ALL CUNTRACTURS INCLUD-ING THE INSTALLE:RS, 4$' follow li-s H-t 5t '61tio,"r PC'I IB,1161,�C ml -T Pc, 14659 p— I, to pe,-f—'l,g th— 1-10, ' _0 —por,y p- 13'- lest —,,-o .1 1, top ilolo I'— T"Up" Itt _n , :t , i --th"'g — b,�tto \V IT 1, J� TIC-- P�l Fir- c -�r— P�at— 1. —1 1— rf .hs cn IlJI -Z o—i 1-A X, AN TVV 1�01APANY 4,pl" ing ri-, -p 1- 1,11 or be —po-ihl�, -y th, 14-4'g, iti, Ali,1,7PT 1, - fo, kp,i,,,, tl 1, T i-tn lat,— & -a'r,g or t,,s,- A —1 — thl� d-1,9 or ...er poge li5ting tris drawing, Indicates occepton- Of PCOF-510—� spa t�ly f., th. d..q� Th ..itability d — Of tH. —'g F., —y � - - Solely Is the —p...lbl,ty of the Z.ig— To- (I— — NSI/FPI 1 2 At 13389 LaWmnl Drive F- 6 -,T`- tion — tl,l� tl Earth City,METt- ALPINE 7PI ,,1pir,t o,,g, SBCA y o,, 17_ ... EXP.12-31-15 Ml P X S,p A.k 11 j ci U-1 c-, ncl "I t<-- C!e rl o D tj I lei, o m r',o m'D!-1 31 CJ t �"'s H-t A E 7- C + j'j Hc- E C A Tj r-1 t:� e Hq 7-1 -17 t t I4 d T L'i L -j S C' J I' il rj-1 4� 1 C4 C. 1,+ t l C-) gar,i j r:-r C. r(A "_`t,G. j ri c? L A r- to DpWi 1 i� ,, j 1,,j I ciia L--r �J H E, 0 7,D 4- '�j! t ' , I I 7 : y 4 e r-[o o-t C) t t (4-J:u i e[,j e t ed I C!6 1:11,C) 1 (0.1 9 -E X 4 I. SC K) f C4 -4' Tyr) i t j j i I C� �r. -a�� H -------41 11 T' T- C c h A %t # + Q++rl hc--1 ..t(- -,f: I. S tod vv (4,) i06 -0 gol-, III''- I '- , `11f, )oil, --WARNRII- READ AND FOLLOW ALL NOTES ON THIS DRAWING] -IMPORTANT..FURNISH THI� DPA.ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r-1 T1Z%T F: 1 U 14 S.1�1' ry L 61- "g P., P`[" t"p g th-e 14659 jl— 1-1-1 t-,-, cl,'-' "Cill 1-1 ra 7 t t- -11Y tac]-J -1,g f' t CF 'p"' D "w 'st �&Cti— 2�, P7 P,0, '.Ppl�-"!C Appk' pl,,t", -. each r1-1 t: f' 4-6 pi-1 P-1ti-, Ir JTW RA1,114,J ',,c,p 1- "'1+ be '-p-.ibi, 1c' -Y dtlr') —1 12 AN 71N1-C)MPAfj`1 tf,i� dr-o, ry t� bok[ tl.e t-- .1th AP '�117pj 1� sl T'-1T t poseA seat on this drawing Ir coveposelisting trs drawing,Indicates acceptance of pr.(—I-a. ------ engineering respa nsibilitysoet Y Fa, the desiqp sho,w, The suitOikity ard — of this drawing Lakefront D— Fat- any structure Is the res pn sI"TiitY or tj'e BuRd"" 19ner per ANSI/IPI I '-,ecP Fcre - - i- - -- , E?r8th City,MO 63045 ALPINF-, t� p- ,t EXP,12-31 P�p' !""^-1, fcr-t7TPI -1 S F-) Tl,;s rye I[ to sic , . 6 a Apple to either sldF +' t,arrow At h w; 1-1 10,1 COiPx0 1-111,1,) n + J Tj t,)i1 �gpp� i-c'61 1 (Dl- -i-,i-gor u, t� P'l CJ P i c,w n on c- to C-: T t e It p 5; CI X Alternative reitiFi-)rc.erqPn-l; [�cc;Fie I In chart k,)eI(-)A mca/ oe It nmum pl r-i c,+I�= reir4 --K dt- witkl p;-Tr opr-;�i�p L-PC elf lea C L R +e 0 C G, P I t xJ� z E—,t 0 i t t T- or�- L f^ -------- rT)W x4 2 J."P y S a lt� E; +n d e f a C �x 4 4 t cf e" j rcw x FLiT,f' I it rc be"t 0, sC"!� c'e Slrlp T-c e irr t npec;es ar,6 qr,--Je ,D!- cett.7i- thnr, web r-mbor- (A . ,?Es per-;t'ied 'Z ot}"Ci-wise c"t, .-nq.r�ee 7, ceiter c' ab �)n wick Fr-_-C CF Weld, ()Pr,,Iy (11� -tT) I race at 'V-k) --WAPNlt,G[-- READ AND FOLLOW ALL NOTES ON THIS ORAVINGI wl. 7- *wimPnRTANT- FURNISH THI� DPAWINC TO ALL CONTRACTORS F FF F P INCLUDING THL INSTALLLIRS. 14 T%, 4$' N. t� 14 59 P-1 B- -e p-p., , -t--1 �t-et-ji "o,-tc, P�vv 14 -'gd '11" - P�- DL '�e't, �ij�""d, Le-tr F- re-t to —,t of p=: 8�- B7 ��, Rl", ' 'PPI1,3e;L AG t. pinte, to F0zl r— P iL rp I i'r-, I - , " ': 11 L— F�' I L [i� H [E�- " t'- A:I", bl'isie, JTV, B,11cil-) I—P Shot, ot be —P-Ijblp F0[ AN TVV,,-0MPAr'jy ,n s d. q, -y -, t' �-16 t—, , -i e " <r- T F1 T 1-P4 F "'t�llotl- a ortr... A seal o,, thl� draw!ng or Cover poge llst�g tnis drawirg, nolleateo acceptance of professlaraI -glreeq -e.p...bRity I.(e(y t.r the dW.igh Ih-- The suitbbRity and use el this D jR, 13389 Lak front Drive for any structure Is the respo-lbll,ty oC the R,RdIrg Deslgrer per ANSI/�Pl 1 7-2, F Ebrth City,%()63045 F- fur-tl- -- tI j"'S 041 t Pa� "d -r'S' 'ej) cLPINF TFI —1 SB,-,� .-zl�, �!� r st rg, _, !�� ...--�'.'g 31-15 -c� L F L. 1 C-1 t-1 i, t I-) D- 11.10 npr _Pe—i, ISIEr. 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C--c t —-------------- d'o(,on,t at o, F'I r e S K— leb e�b f Ve,t�,ril totol lanq 14' L-- 2. 4- 4' Ir 4 Pt,r, t ,(—on A—igr- t- tai --rdlti th, I., not: thil 'J"-:1 c'—,c t ol t PC"— to -.�cwt DL,Dvk "o "WARNINGIAm MEAD ANE FGLLOW ALL tMTES ON THi'- DRAWINGI PR —lMP(JPlAAVww FURNISH THIS DRAWING Tj)ALL CONTRACTORS INCLUDING THL INSTALLERS. t"I". t;,s �c--t PC t-, q, TP! SB-,Al F- 4$' 1,— 9 jr,tc,ti. 'do trr,p�,,-. O—dl, P, BCS1, ...... sown fo o. P—+111711 pll— t. q t j 14659 1 t « re U,l—, prop—1, ott-t-1 11, IhIl.th,r), il�,t'll lh-1) DP',/Cj 1 1 E 1 1 u-14 -lJ P, E7 BIG, �pplc.11, ap�,, 1�t- t,, —h rr— ro— ��c, fet, —tv ot!—�iss Il E-:D o Ll U, 'cj Its —I', L= 'I,— ;'., t—l-Ij '!�1, Po�- -of ITw 8,,Iji-g --po—,ts G'u.", I— Atp[ 6�`i' TUT --0 AN I FVV C-CIMPAN� ti,,ln d,—i,Q,-:j "'I, t" t-ld t— ir 1, 1, 1 It stol�-`lo, & �—Llrq 'If o 111 A this d I r p.qe fl,ti,g this &1r,U ircA—t—--ptf pr.—11... p.bj[jt, 10, f., th�designh.— Th� —H.bKlty—1—�� this 'k-1,,Q 13389 Lakefront Drive for y structure [� theplb[lity f thr, Bu dl D19— per ANSI/IPI I S-2 w earth City,MO 63046 For th, --,,L's q-1-1 ri.,tel P, thIll h X p A C [,,j G .1 �—1 ALP[NL P. SPI:A !(X