Loading...
HomeMy WebLinkAbout07120070 Resubmittal InfoBUILDER RE-SUBMITTAL For Incomplete permit submittals DATE OF RE-SUBMITTAL: DEC 2 0 2007 U By Name of Reviewer: / ,. ?a BUILDER NAME: C??ao/ A )4f, 1-, -5 Contact #: c'7; ?? r'7?IJpl fa b 3 - JO o Project Address: Lot & Subdivision: o4 3 ? 0 b5i dP Comments: ---i-W S C v2bb?ro_ r? °1 z?SS 4- T-i lp ,off is {? o u G o l? ?Q Q 3 y D Re-Review Fees: Residential $138.50 ? Commercial $277.50 ? s/pennitslPortrslRe-Submittal fix, Re%tiew ?NCO[]PASS NOTEPAD - 12/20%07 NOTES FOR: 0,120070 BLD:, 1 - PR D?TE "i THE NOTE TEXT ---------- -------- ---------------------------------- 2607-12-20 1-:44:32 1. Please supply a basemen- wall sec-on indicating required reinforcemen- 2. Provide roc-, ceiling and floor fram ing information. Include type, size and soacinc of these webers. 3. This irformation must- be rood on the cravings. PAGE 1 OPER-.TOP. cmiser TOTTIL LINES OF NOTES: 7 ENCOMDASS NOTEPAD - 12%21%07 PAGE 1 NOTES FOR: 07120070 BLDG 2 - PR DATE TIME NOTE TEXT OPERATCR ----- ------------------- -------- 2007-12-21 01:51:19 1. Provide roof, ceiling and floor cmiser framing information. Inciude type and size of these members and or Engineered calculations with a stamp for trusses. 2. Complete informaticn as requested on 12/20/07 has not been submio_ed. TOTAL LINES OF NOTES: E. Nomin9l¢ep bP4" Y 11-118 VEPSA-LPMp18100 SP 1.1114 11-110 VERSA-LPMO 1100 SP ,N4', 114111 VERSA-LAM03I003P 1.314".I1-1 f0'VERSA4. MB 3100 SP 1.3Ma 11-11WVLRSF-LAM'A0100SP u.ao'as zp M$P. 14 "AJ9- ?..0 MSP I I.PU- NS- 140 APO 11 71W AJS-140 APc I IA1r NS° 140 PPG 11 W N6° HO APG 11 Ile NS^e 140 APG Fl TfV NS-140 APG 11-71V NS-140 APG 11+71rNS140APG 1" AJS`" 20 MSR 11-318' NS- 140 APG 11-118"NS-140 APG -- 11.115'NS- 140 APO I1d10' NS'" NO APO 11110 AJS- NO APO INU PIGOR PLAN Acwuory Sc0a0ule J Tnp 4ry Menalaclurer I P.ducl Description 0 4 ISimPa9n Sv0ngl'ie Inc. IT1311.09 2.9110 x 11118 Top Flange p 1 3. MOM lllllll 111JJJ u _ ..c..,...? J ^°an 1 yr W nd{SWF z ?06 4?rem 6 mi SSa? u 48a? ?S: ig gti of ?6 6 a..a z e 3 ?8 rS? ISOALEN,T,S. 111 u1,?. AN Invll Dna?mle 1]111f1M1990PM FmminO firJln6xle. WA ..I,W Teo HI BS Ory J 3 ?e+efiPlMn T.147rII-7IS'VERSA'LAMIVJ I DO OI'? PL4"r 11-711' pGRSA.LAMO 3100 SPI Le001p 10' D" 0' U" M1 t It-?A"AJS•x 140 APO IVO" J1 5 IIdfB"A.IS"'Po!dER IY6 JJ 111 II-);A"PIS•"911 MtIR IC U " JS 6 11418'AJB- NOAPG 48'0' PI B 11-]IB" AJS•- 140 APO 30' 0' J6 5 11-]IB"AJS-140 APG >1'0' J8 3 AJS-140 APO IT JIO D I1-718'AJS^ 140 APG 161 J6 B 11.718'AJS^ 140 APG 14'0' J9 6 II-WqS-14DAPG B'0' j13 11418'AJS^' 14DAPO 6'0' Jtt 50 11418'AJS-14D APG YO- J14 1 11418' AJS x' 140 APG I'Q-' 112 R 1.L4",n-7B" VLRSA.LA18ID3IWSP 300' .116 J 1.314".IWI6"VER54-LAMA310O SP 1G'O' RIt ) I. W Il.)I9"VL ROA-IAMB 31006Y 3I 'P q% ] 73W i-719 "VERSA-L AMS JIUU SP 6'0" BID 8LK 11I-W AJS^•140APG 94'0' RIS TL I". I I TIB' 6G B IM BOARD° 3480" I ST FLOOR quxA.xry sm4dmn Tap Gly Monuixclumr PmNml ?mcnplan A 3 Sl0pcon 6lrvnpRle Lrc. Hllfit.6111o blla vD-1D IO 3O F11'e MnuOP B 61 Slnpsan Slmnpole Inc. ITTOI Ide 2-8116 r 11-]IA TnP FlAnpn a LEI .....,_.. ... _.. _...._. /ICJ .A ? /? r•.?:.. e U?Ye6?c? LLLrepl?uNw«r.cai.xe?nw. ?`)•9Zbx L¢n5r% ??I v r?i1? C?? ?HG C}-xrxf Nrc /?'` XAN ? we ul O? f? v°c?m Ali! t9?8A? z2-- ??i o9E $? ?sxa n B e S }F r- 33 2 ?3 V E Ll F s ,. DATE: 9C4rz1m FILE. 84AMS MI DNG. I ul 1 • ern 1 P/XMIV4n AM P 11 DA: 30V1 7941 AM Non•Itemissd QUOTE Estimate JOB NMOIE:Ca4tala HumeS, LLC NGIDa 05NSIon a WRSI eB/Y LRTA6: N Lo BUILOINO OEPARTMERT m Roo.Tmssea r r m ROOF TRUSSES PROFILE QTY PIT PLY II.I1 t>+ m local 3.. If,_ i ? 1am?. • Ix 3m LL ? LC - - t _ 3 W 7 7 1 loco J t1! D trio ?- 2 goa U l, . awl E 6 00 :L J) - Is 10001 _ i IU W L? ??1 O ? l , BOOi Cadw LumboT • NoMewnia Cartsw Lumbw Noblm,eNle IN 46082.9 (777) 771-eel L.OT0 Scene. JOB OATEGORT:GIII(MM e01 I Pile SALES AREA IQVAWN M 6t NPHLNLIGR ao-a4-l9 RrA UTVUI9 w EwuwevM4(' g4lplw CS XP7107 °10C" "'14°° ulrour I f f I;1619 OimESTms oat ac NONE NONE CI il" /1 PALL i LOADING INFO?GTION .rra.m,.am. 4TIE.14 vrn ROOF TRUSS SPACab"x24.0 iN 0,C , .C - ?.) 20.0.10.0A.0.10.0 t.In _ CR TYPE R49E OIA gpy E STUB 9or JD 3PA11 SPfW t r MOTES Irt. ,m K r 1.ar RgNr 'PIGt,YSACN V. W' AIS 72mUe Rmaa 2X6 1.5x mib-09 00.f0AL ' . o00z AP/1p .. 72a0M zzmw 2A I,Sx oc.la mloo9 ? C01M10N • 000. GROG _ ... 24-01-00 A4-0 7X4 2X5 COMMON _ RRfI: _ !Wdl --t IBARAa 149 ,W 2A4 2x6 ulR10?s - Got. Ml M** R0.9R9a Sx4 2x4 6 l m9 Ae41M RR-e1dY GABLE omrwa 0000mo 0BLe-fie 2x <i ]ka m-te(N mO1M I MONO TRUSS i _ 6RO MS oslRm ei1e1 7X4 2x4 04.1M0 Lao, OA GAwip clog-- wmm a>RaAO - 1x4 2x4 00 .mso, Tx,.n,1B PIGGVOACK - 0.00; „ Pal 140602 14-M-02 2x 2x4 GABLE oRe'. PRIGS _ ? 140802 1446-0z 1x4 2A4 PWGYwALK ' O ,GC, Pw.. No m2 04M.02 2x 2x4 000 PBZ6E -02 040R02 2X4 2x4 PIGGYBACK ? - - 006 Poe^ manta 64.®.,4 xx zx4 CAI LE 000 pw6GIF -- 0449.14 - 04CO.14 - IZA4 - NIP _ ??? Dom Tt •9-6100 R3117740 2X4 7114 MID-06 011610.011 O N O N O a a 0 to n J N 47 b 3 N co co 'O S n rn x7 E 0 O d n x7 a -I J all N W N fA N N Non4femized QUOTE Estimate O N N (D m C, h m ti cu m W m E J W UU E CL Ln Ln c- 0 O N O N u m 0 Lumber - N12bloRwille W mbor Mile IN 48062-88 12 ° . JOB6f1E PNONEa SALE64UgJl JOB NANE:Croraliq Hw=L U.C LATU SUBM: MOOEL:UarkaN @ Wesl Clay LcTAO: JOB CATEGORT:CAvroW6W RUILDING DEPARTMENT Kw IWsma rI i OYERMANG "EEL fE0N7 wOS 15 f1Fq IA 10 ItMENGOEFR Q2D'fE C6 - 2117N7 ax00or xa7lax urOOr r / r1D1A1 0.6 a Iv. tx NONE NONE CUTt11K ! / i'OOF TRUSSES Moab 0.010041.t 'A0100 ROOT TRU86 9PACNiO:24.01N. O.C. (rYP.) PAGnLE 07Y PLY PRCN Tor MI TYPE BASE ID SPAN 01A 6P AN ?r wrr?Gr CA"LEMER iF ?unlrt NOTES fro 8.00. 0.00 TtA .47-0740 4302-00 2% 2%4 M-1008 !M'• OM' rfACiE 43020' 420200 2%4 2x4 OO.IOdB ?AT1? ' Y f•r. ].J_ e, 00._ _000 T+n 4 7m 4307-00 2%4 2x4 , SKOIAL _ 1 .107-00 4307.00 2%4 7%4 061008 S 9.00 ON. SPECIAL I 410/-00 1307_M 2%4 X4 . ? M G GAaL OtIBl'Ne OWL. I 1 nao ON w 71GE 42-02-00 4107m 2K 2X. 00.10.14 MA. - -- - - '- tJ!-'w `_ a.on 0001 12 SYO7m H{q-00 -- 7x4 - 2%4 - M-1008 0 1000 ?'?II??0l GAM-9 - ' . 9M -000 r7GE 2807-0D 902 DOt % zx4 o0.1a00 w 1066 1?111i''. 1'. ems ON GAGLL TTGE 24_51110 24.0100 2X4 2%4 061000 OCAU6 ---' -'- I COMMON _.- 1 a.00! O.w r4 +6o05u 1b0DM ix 2x4 00.1010 w-1000 t 1 0M; 00 OAZUE r4GE IOWN IO-054D 2X4 2X4 OD 1114M W . 2: aw 000i COMMON T6 000400 0%0400 2% 2%4 00.1000 00.1000 00418.12 OD4612 ' GABLE •_I 1: :. 1 . 1 G.OD;, 0001 "GE 03-044M U UMX1 x zx 001000 .. wlo-aa 1 BUO_ 050 VALE' VOA 2xM 1 22 A0.is' 2x 2x4 ..L L-i-- 1 81001 0.00,_ .. YJe fO 15 1nm.15 2%4 2X4 -_---- es nn J N O O V N a m V 3 a A In wA E O O O n A 9 Tt -1 W J O W N O W O M W Non-Ite zed QUOTE Estimate m C JOB NAN alia "W". LLC MODEL :Q Q West day LnPAG: DELIVERY IMMUCTIONS' O N N m euaowB DEPARTMer1r m Ruuf't 1 w n N CwWr Lumbw - NDbleaft REOL OIII DATE If ORDER n Caltm LuInbAY BR091.DAlE I 1 QUOTE R 9712054 0 N4blasvslS IN 4609$-910 OEWEAV GATE II O OMER ACCTA 9353/9541 (717)7734M DALE OF Dn011b; l1 .CVBIOMER POA LOTH sueav: XBGATEGORY:Co mwax BYE INF HEEL NEIaNT 004)316 REO LAYOUTS ENpNEERRIG O 1/ 17A7 T M I 1 NONE NONE nuAl _ BARLESTUOS oNnG lI ^ ROOF USSES LOADING R11-1lala Rl-0CR. sr m INFORMATION 10,0.1a0,o o luu PROFILE QTV PITCH TYPE BASE CNA _ PI V no - ID SPAN $PAN ' ? VALLEY -. - ;'... 1 a9a am V3C 140015 p-0B.IS .. .. _ . .., _ V111LY . -• 1 500;. .000 W7 10.0915 100Au N ' VAII FY - !- -:.- t Sao coo _ v7E _ . "-1e 0009-t3-f ? vALLer __ -_ aol nom VY OI-0O-q 02OVU r0 .. __- ? ! VAUtY t 090 0.00 VM _ 1900-_16 1100.15 W ?.• ! ! VALLEY [L •?-?--"- I C9o' 009 V?f1 oPy0-15 OMDa1 S .:.f.. VALEY C vW atioA.15 acowl; W ITEMS (Y OTY N TYPO SIZE LENGTH Q M1m, a U 21 Ilan Sw --_ .-- Nlryja t N 9'l Hanpu? - Onl NASA -. 0- Lr) U7 0 O 0 N 0 N u 9 ROOF TRUSS 6PACIN8:2d,0IN. O .C. (rYP.) NOTES PART NUMBER NOTES ACCEPTED BY SELLER ACCEPTED BY BVYER BUS-TOTAL PURCHASER: BY: TITLE: BY:-_ AUURESS: TITLE. --- DATE OF AGCeMANrx: PHONE: DATE: GRAND TOTAL L C m O N O O a to to 2 n 20 .'B m m .U E YJ O 0 n A n m w J 0] 00 N [A 05 N a W A Doc 17 2007 12t59PM CARTER WOODCRAFT 3178926565 p.5 B F=l 51 i _. }y•al OZ29ELLLIC 21-2E 63Ewni a3idu3 0 WdST=S L002 OZ 00a ob: lq-12215) -Curter NobI esvI I le - lot 30 cl crkstan / EI THIS OWG. PREPHREO BY THE RIPTNF. JOB DESIGNER PROGRAM FROM MUSS MFR 'S LRVOUT Top chord 2.4 SPF 41/#2 90 mph wind, 28.55 Ft n eon h t, HSCE 7-O5, CLOSED bldg, not located within 4.50 Hoi ,hnrd 2x4 SPF #1/#2 Ft from .of edge, CRT IT, E P 8, wind TO CL-5.0 paF,'vi nd BC OL-5. 0 psF. Webs 2x4 SPF 41/#2 Wind ruuoi ion^. Hnnnd nn NVFRS pressures. End vertlco is nut exposed 1n wind press?,re. Bottom ohw-J chucked Fa r additional 20-psF Ilya Iced in areas with 42"-high x Truss dea l9 par IRC suet. 4802. 10. I11.00 psF non-concurrent bottom chard live 24"-wlds clearance. load applied per ANSI/TPI I. Daf loci ion meets L/240 Ilea and L/IBO total load. 9' I m 1 9' m m Rv=10194 J-87#V W-3"8 1018# U°674 ?RL=11.94 W-3-8 18, RHKE = 1'0"10 JIG E112'0"12 TYP.-WRVE DESIGN GRIT-IRC2006 T RIGHT RHK1= - I'0- RICHTSJIG-° 212'8- _ [)S'.q.9 THIS DRAWING SHOULD TIC LL 25. OpsF H EF SUPERVISOR: BE APPROVED A REGISTERED ENG NGINEER TC nl- lO.OpsF MATE 12-21-21007 BEFORE USE. BC DL 1O.OpSF URWG BUILD-SHIFT: on LL 0.op,F TOT.I-n. 45-0pSF O/A LEN. 10 CHECK E? 9Y: DUR.FRC. 1.15 J00 4: 9-1236 SPACING 24.0" Iypr CONN on.lq-I<aol -;_orler Ieaolesvllle -IOI an uiuras?on i c% Top ohurd 2.4 SPF 91/42 Bet chord 2.3 SP GS Web. 2.4 SPF 111/92 :W1 2.5 SP SS; SPECIAL LOBOS ------(LUMBER OUR.FRC.-1.15 / PLOTE OUR.FRC.-1.15) TO - From 74 PELF at 0.00 to 711 PLF of 9.00 TO - From 74 PLP at 8.UU to 74 PLF at 10.00 BC - From 20 PLF of 0.00 to 20 PLF of IR.UU BC - 2377 LB Soria. Load at 2.06, 16.06 BC - 2260 LH Conn. Load at 11 . US: 6.06, 8.06, 10.06, 12.116 14.06 8U mph wind 28.84 rt moon h9ir BSCE 7-05, (.I11SEU bldg Lonote,d anywhere In roar, CRT 11, EXP 8, wind IS OL-5.U pr, wind OC DL-5.6 Per. Bottom chord checked For additional 20-peF live Iced in areas with 42"-h19h x 24"-wide of ..maze. 4'G" IT 11 12 a 8 ?,z 6X R) Ti. T1 l 3 WS 3X 6X8 (R) m GX W3 WI M W W4 2 1 1 W W 8 - iolf 18' 1.8.p1 1.8.. 1.8.81 1.8.. ^ a 3 Complete Trusses Required NnI1In9 Schedule: (lOd?ox_ar_Gwn_I0. 120"x3", w in.1_no l Is) Top Chord: 1 Row 912.00" o.c. Ua Chord! 3 Roue 9 3.75' o.c. (Each Row) Webs : I flow 0 4" o.c. Repeot noIl Irr9 us seh to a Is applied. Use equal spoclnqq betwwan rows and sl o99or Rolle In .ooh row to avoid splitTln9. Oeurln blwvF.a: Nail tUpa: IOd_Rax_or_Gun_f0.120'x3",?InJ sal lc BRG -LOC 48LOCKS LENGTH/BLK #NRILS/BLK WAIT PIJRTE 1 0.000' 1 12- 10 Ri91d Swrroce 2 17.700' 1 12" 11 Rigid Swrrooo Deorin9 block to be some size a,rd speninn as bottom chord. RoFu,• to drouln9 CNBRGBLK0207 For odds tlonol Inrormot Ion. Wind reaatlnns based on MWFRS preesuree. End verticals not exposed to wind prosnwrn. Deflection meets L/240 It.. and L/I8D total load lf3' N _ N_N N_N N_N N_ 2337An6j260J2136 z 'J266A2 sD'?374# Rv-994t4 U-538# 4=3"8 Rv=100694 U-5499 W=3-8 LEFT .JIG - 12'B"12 DESC. - E'2 PLT. TYP.-WRVE SUPERVISOR: BUILD-SHIFT CHECKED BY: /mc dQTY- 1 PLIES- REV. TIIL DRAWING SHOULD IC LL RF. RPPRDVEU BY R REGISTGRGO ENGINEER TC DL BEFORE USF.. BC DL BC LL TOT.LO RIGHT JIG - 12' 7-40.1001.10 SCALE -0 1 25.Upsf R EF 10-Dpsr UH E 12-: 10.Opsr DRWG 0.UpSF 115.0 sF 0/19 LEN. 1.8 ,. 1.15 JOB 4: q-11 1 ING 24.0" 00 lq- 1 cJbl -tear I er Ivoo i esv I i i e - i o I oa c i arRs i on i n n1c u.e. r'nLrnmLU o, nL nl-rlrvc 10o u nwnnn rRVn nwo o ?n, w Top chord 2x4 SPF #1/#2 SPECIAL LOBOS got chord 2.4 SPF #11#2 --(LUMBER OUR.FAC.-I.15 / PLH'IE IIIIH.FHC.-1.15) Webs 2v4 SPF #1/42 TC - From 71 PLF of -0.88 to 71 PLF of 7.50 BC - From 4 PLF of -0.88 to 4 ALA nl D.00 90 ph Ind 25.00 Ft moon hgt, ASCII 7-05, CLUSEO bldg Loooted anywhere In BC - Fran 20 PLF of 0.00 to 20 PLF of 7.50 roof, CRT Ij, EXP B, W nd TC DL-5.0 psF, wind BC OL-5.6 per. Right end .ertiool not exposed to wled prssu.re. Wind ruootlors bosed on MWFRS pressures. RII plates ore 2X4 excopt o6 noted. See DWG GBLI.E'IIN0207 For more requirements. D chord rheckod For odds tionoi 20-psF live load In rruas with 42"-high x Truss d..19,, per IRC rnni. H802.10.2. 10.00 psf non-conrrn-rent hot tom nhrrd live 24-wide clearance. (cad opplled per RNSI/TPI 1. UePleetlon meets L/240 live and L/IBO total load- 3.9" CD N N 3X4 (RI) 412 3 G- 7.6.. 10"II RAKE - I0-13 JIG 7'9"14 R RIGHT JIG = ccn PLT. TYP.-WRVE UESIGN UR11-1RC2009 c /RT-I.nn(l.25l/10f cOTY- 1 TOTAL- 1 REV. 7.40. 1001. 10 SCALE 0.7028 THIS DRAWING SHOULD TC LL 25. UpSF REF R V I S O R S U AEGISTERF_E BE STFREEO BY A ENGINEER TC DI_ 1U.0p5f DATE 12-7) -2007 . I BEFORE USE. 6C DL l0-OpSP DRWG BUILD-SHIFT BC LL 0.OpEir TOT-LO. 45.U"SF 0/H LEN. 70600 CHECKED BY: UUR.FFIC. 1-15 Joe V: 9-1236 SPACING 2 4.0" TYPE GRBL 3'9' 7'6" N 2' - - 1'7"4 ?i O N N s N N N Rv=99plF U=100plF RL-6plF W=7'6•' Job_- Lq-1LdbJ -LarTOr Npn lOrV 110 -107 oo OIorKSIOn / Yu 'Hla Uvb. PIItPYlie:w 01 niC IIL,lnt I.. uea?bntn r ' mwa n c Im uur Top chard 2x4 Orr #1/#2 90 ph wind, 25.00 F1 mean h9t, RSCE 7-05, CLOSED bldg Lonntod onywhere in Boi ah.rd 2.4 SPF 41/92 roar, CRT 17, EXP D, wind TC OL-5.0 psF, wind BC OL-5.6 per. Webs 2.4 SPF #1/#2 Wind reactions based on MWFRS prucuu, ua. IX hangger connection nat Fwwnd In Inv. nY Ury Flla for this oondlilan. Provide connection. Hl ght end vertical not expos.d to wind pressure. Truss design per IRC sect. R002.10.2. 10.00 psf non-concurrent bottom chord live Bottom chard whewkud Far nddltlonol 20-p5f 11ve, load In area. with 42"-high x load wppl led pre, RNST/TPI 1. 24--w1de clearance. Deflection mania 1./2110 Ilv. and L/100 total load. 3CT 0 N N 1 3X4 CR1) 4,2 _ v 7.6.. 1n?l qR 7.6.. Rv-4174 U--A RL=484 W=J"8 2X'i I 0 N 11N 1 N T N Rv=328# U=324 (J) Hongor not cc l ou l oted I-AFT RAKE 10-13 '4" LEFT JIG - 7'9-14 RIGHT JIG _ PEYC. - R1 SEO = 053052 L . TYP.-WRVE DESIGN CRIT-IRC2006 c /RT-1.cof1.261nn( rfiTY= 11 TOTAL- 11 REV. 7.40.1U01. 10 SCALE -0.7773 THIS ORRWING SHOULO TC LL 25.OpsF REF SUPERVISOR: BE OPPROVEO BY R EGISIEHF.O ENGINEER TC DL lU.Opsf DATE 12-21-2007 BEFORE USE. DC OL 10.0pSF DRWG BUILD-SHIFT: OC LL 0.OPSF TOT.LD. 45.0 sF 0/R LEN. 70600 CHECKED BY : OUR.FFIC. 1.1s J05 #: -1236 SPRCING 211.0" TYPE MONO JOO: IC{-1Z3bJ -LOrTOr NooleSVIl le -I OT JC ciOrKSTOn , Top chord 2x4 SPF al/al. Hnl chord 2x8 SP 55 blabs 2.4 SPF #1/#2 :W1 2x6 SP SS: ------ (L MHER DUR.FHC.-1.15 / PLATE OUR.FAC.-1.15) TC - From 74 PLF of 0.00 to 74 PLF at 12.04 TC - From 74 PLF of 12.04 to 74 PLF nt 24.08 BC - From 20 PLF of 0.00 to 20 PLF at 6.75 BC - From 60 PLF at 6.75 to 60 PLF at 8.92 BC - From 2U PLF at H.92 to 20 PLF of 15.29 HC - From 60 PLF at 15.29 to GO PLF at 17.46 BE - From 20 PLF at 17.46 to 20 PI_F of 24.08 BC - 2291 LB Conc. Load at 1.52, 3.52, 5.52, 7.52 BC - 2371 LB Can.. Load at 9.52, 11.52, 13.52, 15.52, 17.52 19.52, 21.52, 23.52 Wind r..ot Ions honed no MFRS pressures. Butt...h.rd ohaokuoi For additional 20-psF live load in areas with 42"Ailgh x 24"-w1de cI.o,omce. X12'0"8 12'0-8 _ 2 m_ 1, a-?1s-Ill N la Ei 1.1 6 ' (R1 C, 1n 4 W5 4X6 n 0 3 W2 0 6 ) 4 W XB W1 ---?. XB j....----- IMIS Wb_ r.LrYKLU tli 111C nL11nM JVU UCJIbrvCn r 4 Complele Trusses Required Noillnq Sched.le: (IOd-D ...... G.n_ CO. 128"x3", nIn .) soils) Top Chord: 1 Roa 012.00" u.o. Bet Chord: 3 Rows 0 3.75' .... (Each Row) Webs : i Row 0 4" P.C. lnp Rep..i nolling os .aoh layer iw apPiled. Use equol Saco bs tweon rows end stogge, melts In each ro. to ovoid spl:Wing. In addition apply (17 1/2' bolt at pooh bottom ohord joint location. Beoringg blocks: Noll type: lOd?ox?r_Gun_[0.12B"x3",-min.)_nn1 is BRG X-LOC aBLOCKB LENGTH/61.K #NAILS/BLK WALL PLATE I 0.000' 1 15- 25 Rigid SurF.a. 2 23.792' 2 12" 18 Rigid Surface Searingg block to be some size and species as bott.vl chord. Roror io droaln9 CNBRGBLK0207 For addrtionel inr.rmolion. 90 mph wind, 29.86 rt neon hgt, nSCC 7-05, CLOSED bldg Looatod anywhere In roar, CRT TI, EXP B, wind TC f)]--5.H psF, wind HC DL-5.b psF. End v.rtlcols not exposed to wlnd pr.ss.rn. Derlootlon meets L/240 ITV9 and L/180 total hood r(?xs 24'1' 19 12 [a N le la ' ev 211'1 ?a N N N t N N N N N N lD - - - zA- A Rv-114615# U-7B64 W-3"8 Rv=15946# U=830# W=3"8 I_FFT JIG 16'3"15 RIGHT JIG = 16'3"15 SEC - 305425 PLTL.TYP.CWAVE ues16N call-1RC26ns r. /RT-I.Rn n.?s)n B( rATY- 1 PLIES- 4 TOTAL- 4 REV. 7.40.1001.10 SCALE -0.0836 THIS ORRWING stiwi.o TC LL 25. OpsF REF SUPERVISOR ' BE APPROVED BY A REGISIEREG ENGINEER R; UL 10.OpSP DATE 12-21-2007 . BEFORE USE. OC DL 10. CpsF ORWG BUILD -SHIFT= 0.0PSF 8C LL _ 10r.LO. 45.0 SF 0/9 LEN. 240100 C H E C K E D B Y• DUR.FRC. 1.15 JOB 4: -1236 SPACING 2 4.0" TYPE COMN 1• I u i oo u 1 orr s 1 on 1 oo 1n,0 u.w. o, ,16 nor,- - -.,,nr ,. ....,,.., ,, . ,.m. ,,.w.. ,,, ,. ., .., ..... Top chord 2x4 SPF #1/#2 SPECIAL LOHUS Sot chord 2x4 SPF #1/#2 ------[LUMBER OUR.FAC.-I.15 / PLATE UUR,FRG. =1.15) TO - From 74 PLF of 0.00 to 74 PLF at 3.00 90 mph wind 34.70 Ft moon h91, HSCE 7-05, CLOSED bldg, Lcovtvd onguhore to TC - From 74 PLF of 3.00 to 74 PLF at G.01 roof, CHT 11, EXP B, wend TO OL-5.0 per, ul and BC IL-2.0 psF. BC - From 4 PLF of 0.00 to It PLF at 6.01 Hind ravnilonn hosed no MWFRS Preeeurss. nil plot es ore 2X4(Rl) except es noted. Truss design per IRO sect. R802.10.2. 10 .00 psF non-concurrent bottom chord Ilve Bottom chord checked For odds tlonol 20-psf I - lvu load in areas with 42•'-high x load applied per RNSI/TPI 1. -ulda vlevrmice. 24 OeFleotlon meets L/240 Ilve and L/180 totnl load. 3'0"1 -- 3'0"1 3X!I T I 12 \ ?- g T1 3'0"1 3'0"1 U-I1 - i .t g.. I 1 .,.,? rl • y .• 11 a, 6'0-I Rv-9# U=20tt? RL=32# W=6"5 Rv=93PIF U=100?+IF W-4'4"11 Rv=9# U=34 W-6 "S LEFT RAKE = 4-1 LEFT JIG B32'10"8 PLI. TYP.-WPVE .251/tnt aTY- I TOTAL- SUPERVISOR BUILD-SH.I:FT: CHECKED BY:_ ING 24 .0" -2007 LEN. 60001 #: a-1236 THIS nRRWING SHOULD TC LL BE nPPROVE0 BY R REGISTERED ENGINEER TC OL BEFORE USE. BC OL BC LL TOT.L RIGHT 7.40.1001.10 29.OpsF F 10.UPSF [ 10.0psF 0. Op--f' 45-UDSF I. E = 4.. Ob: lq-IdJbJ -l or Tnr Nnnlo_^vl I le -IOT JU CIOrKSIOn / Lie. ,nil Uxa. rntrnneu of me n r, rvt ? umaervcn rnwmni r lop chord 2x4 SPF #1/#2 SPECIRL LOBOS Oot chord 2.4 SPF 91142 ------(LUMBER DUH.FRC.-1.15 / PLBTE DUR.FRC.-1.15) IC - From 74 PLF at 0.00 to 74 PLF of 3.00 00 ph wind 34.%0 FI mean hgt, BSCE 7-05, CLOSED bldg I-ocaled anywhere in TC - From 74 PLF ni 9-00 to 74 PLF at G.01 rnnr, CRT If, EXP 8, ulnd TC OL-5.0 paF, wind Hr. OIr2.6 par- 8C - Frain 4 PLF at 0.00 to 4 PLF at 6.01 Wind raacl ions bored on MWFRS pressures. RII Plates ore 2X41HI] except oa noted. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurront bottom chord Ilve Bottom chord checked For, uddltlonal 20-osF Iive load in areas with 42--P,lgh x load appil.d per RNSI/TPI 1. 24--u1do of caronoe. Def lsci ion meets L/240 Ilve and L/180 total load. 3'0"1 3 0"1 - 9"11 -^ 3X4 2 8 T1 0 T1 1.1_12 " 3 0"1 _ 30 1 " 4'4"11 - 11 - 9 Rv-9if U-204 RL=324 W-G-9 Rv-93p IF U-100 IF W=4'4"11 Rv=9# U-3# W=6 LEFT RAKE - 4-1 RIGHT RAKE = 4-1 RIGHT JIG - 2'10"8 " ' 10 8 LEFT JIG - 2 SEC 305418 PLT. TYP.BWRVE UESIGN CR1'1-1RC200S c /RT-l.nnn-2sl/1ol cOTY- 1 TOTRL= I REV. 7.40.1001.10 SCALE -0.8872 THIS OROWING SHOULD IC LL 25 - UpsF REF SUPERVISOR: dE HY H ISTERED APPROVED TERED ENGINEER EC TC DL 10 .OpsF DATE 12-21-2007 BEFORE USE. 8C DL 10. 0PGF DRWG BUILD -SHIFT: RG LL O.opSF T07.1-0. 45.0 sF D/H LEN. 60001 CHECKED BY: DUR.FRC. 1.15 J00 #c 9-1236 SPACING 24.0" TYPE COMN ob: Lq-IZ3hJ -Curter Noblesville -IOT JU clorKS'TOn / 01 Top chord 2.4 SPF 1111[[2 Rot chord 2x4 SPF #1/#2 Neb. 2x4 SPF 111/112 End vertlcals not exposed to wind pressor.. See DWG GBLLCTTNO207 Fm- more r.gwlremenis- Bottom chard checked For odd l t lanai 20-psF Ilve load In oreos with 42"-high x 24'-wldo clearance. neFlertlon moots L/240 IT.. and L/180 Total load. M15 11116. rn F.r MMtn ni IMt nLr1Np Jw JLbiUNLA raUUnnn r lmoo' 90 mph wind, 29.48 F1 mnnn hrdl, RSCE 7-05, CLOSED bldg, Located anywhere In ...F, CHI II, E%P 8, wind TC DL-5.0 psF, wind BE UIr5.0 psF. Wind reactln.s based on MWFRS pressures. RII plotuc .,c 2%4 ....pt as noted. [RI Continuous I.terol bracing eywollg spooed on member. Trwsa d.siga per 1RC soot. R902.10.2. 10.00 paF non-...currant bottom chord Ilve load applied per RNSI/TPI 1. Fasten rated shsothing to one Foe. oF this Frame. r--11'9"8) 6'0-1 -11'9"7 ae N N N N N N N N N N N N - •^.a - - - - - - - see s..a - -war r.n - --- U) 0 0 M = 1'0"10 RIGHT RAKE- 1''0-10 LEFT RAKE RIGHT 1TG - 160",l ' " _ . LEFT JTG 16 0 5 D1 SEU - 305346 OESC . PLT. TYP.-WAVE DESIGN r.R IT-teanoG c /RT-I.VO (1.25)/1U( cOTY- 1 TO'fHL= 1 REV. 7.40.1001.10 SCRLE -0.155U THIS DRAWING SHOULD TIC LL 25.Op5F REF t? S UI? E R V I S O R BE APPROVED BY R REGISTERED ENGINEER 1O. DpSF TIC CL DATE 12-21-2007 • P BEFORE USE. RC DL 10.OPSF DRWG BUILD-SHIFT: BC LL O.OPSF TOT.LD. 45.O.SF __ 0/A LEN. 290700 CHECKED BY: DUR.FRC. 1.15 JOB A: -1236 SPRCING 74.0" TYPE GR BL m 29 7 Rv=99pIF U=100p1F PL=5pIF W-29'7" on: Lrj-1C.ib/ -uarler nioolesylilP. -ini ao uior0.sion i o 7up ohord 204 SPF 91/42 Bot chord 2x4 SPF #1/ft2 Webs 2.'1 SPF 41/42 End vuril.ola not ..posed to wind pressers. Bottum uhurd .hooked For odd rt,onol 20-p.F live load In orgies with 42--hlOh . 24--wlUe oleor.noe. DeFleotlon recto L/240 live and L/100 totol loud. In 0 u I 1614# RAKE = 1'0"10 JIG - 16'0"5 TVP BWPVP info um. ,-«crn.c,. u, irc a.? . ..,, ?.....,, 9O ph .[no, 29.1IB Ft moon 1,91, RSLE 7-05, CI.OSEO bldg Locoted orq,h.,, In roof, CRT II, E%P B, uh.d TC DL-5.0 psf, .. nd BE DL-5.6 piuF. Wind reootions based un MWFRS prn:;.ures. (R1 Continoocs loterol brooing oguollg sp...a on member. Truss deslyy por IRC root. R802.10.2. 10.00 psF non-oooourreot bottom chord Ilve rood oppli€d por nNSI/TPI 1. II'9"B -(3'0" 1 -1 A' 9-7 -5' 10"12 -5'10"12 - - G' 0"i 5' 10"12 -5- 10"12 -- SUPF_RVISOR: I In 0 0 Y W=3"8 RIGHT RAKE - 1'0-10 RIGHT JIG - 16'0"5 0 = 305348 1 TOTRL- 1 REV. 7.40.1001.10 HALE -0.1793 THIS ORRWING SHOULD TIC LL 25.0psf REF BE PROVED BY A REGISTERED ENGINEER TC DL 1 O.OpsF DATE 12-21 -2007 BUILD-SHIFT: CHECKED BY: BEFORE USE. BC UL 10.Op7,F DRWG Br IJ_ 0.OpeF TOT.LD. 45-OE-RP U/H LEN. 290700 nuR_r-tlr.. 1.15 JOB #: q-1236 BI ?- ~a-5' 10-12 l 5' 10"12 6'0"1 -----S' I.IJ"12 - 5"10 "12 m d U-155# 9RL-150# W=3"8 2.9'7 Rv=1622# U=1559 Top chord 2.4 SPF 2100E-I.8E Bot chord 2x4 SPF 2100E-1.BE Webs 2x4 SPF 81/#2 End ..'flap le not ..posed to ulnd pr.ssurv. Se. UWG UBLLETIN0207 For Wore requirvren ts. Bottom chord .hocked For odd I t i ono1 20-psF IIv. icad in oraos ul th 42"-hl gh x 24--.1d. alevrpnco. DoFI eotIun reels L/24O live and L/ 180 tnl.I food. In 0 0 6 m 80 mph uind 29.48 F1 r. .n hgl, RSCE 7-05, CLOSED bldg Localed onyuhere li. rcor, CRT It, UP B, wind TC OL-5.0 psr, ulyd RC OL-5.6 For. Wind r.uctlvn•? hosed on MWFRS pressures. RII plotas ore 2X4 ....pt ca noted. (R) Contlnuous laterol bruoing eyunllg spored on member. Truss donlor per IRC soot. R002.10.2. IU.UU psF non-conourranT button chord I1vo land oppli.d per ANSI/TPI 1. Foctan noted sheothing to one F... rF this Promo. 11'9"8 20'0"1 11'9-7 m p, N?'N.ryN-oN??IV.N.N.N.N. . P'ON.N. p .N. T 2) (T 2) ( U An v nn 12 8 ? T1 RJ (RJ 7 I (RJ 8 R) 71 .5 [ f 3 5 (R) 8 CR) 8 1 3 1 z 4 (A) 4 ,z 1 0 0 43 J m _ _ m N?oN aa-J p) p, N-N- Oro N- - wN- -sN-N-N- - - ---- 43'7 Rv=96plP U=100pIF RL=3pIF W-43'7" LEFT RHKE - 1'0"10 RIGHT JIG = 16'0"5 LEFT JIG = 16'0"5 SEC - 305456 PELTSC. - . TYR.?WAVE DESIGN GRIT-IRC2000 C /RT-1.00(1.25)/l0( O@TY- 1 TOTRL- 1 REV. 7.II0.10U1.10 SCRLE -0.1550 THIS DRAWING SHOULD TC LL 25. (IpSF REF SUPERVISOR: REGISTERED STGRGD BY R ENGINEER TC UL IO - OPSf' DATE 12-21 -2007 BEFORE USE. ac 01- 10.0PSF URWO BUILD-SHIFT= BOLL 0.Opsr TU1 LD. 455.0 sF 0/R LEN. 430700 C H E C K F D BY: DUR.FRC. 1.15 .Ion tt: q-1236 SPACING 24.0" TYPF GRBL ob:Cu-12361 -Corter Noblesville -lot 3R clorkston / C1 Top nhard 2x4 SPA #1/F2 ' Hot chord 2.4 SPF 41/42 Wnbs 2.4 SPF k1/M2 End vertlools not exposed to wind prnssure. Sea OWG GBLLETIN0207 For mar. rayulramanis. Hottom chord checked Far additional 20-psF Ilve load in areas with 42"-high x 24--w10. of ear. ace. Der 1 ectlan ream L/240 IIve and L/180 totoI Iood. _a 12'0-B - 12'0'6 N? x_a ?s+?Nn-wNr? Nr.?N?+?N?ro NS-r N?..?N?N?.?N'+a Nero THIS DWG. PREPARF.O RY THE nLPINE JOB DESIGNER PROGRAM FROM TRUSS tIFR'S LAYOUT 90 mph wind 29.57 Ft mean hgt, RSCE 7-05, CLOSED bldg, Located .nyuhc_ra in r ooF, CA I?, E%P B, wind TIC DL-5.0 ps£, .,ad SC OL-S.0 pof. Wind reuatlonG based on MWFRS prucnurus. All plotos aro 2%4 .xcept oe noted. IH] [:an]Ia.... later.] bra.log ¢Rwolly spaced on member. Truss dnolgn per IRC sect. R802.10.2.. 10.00 psF non-oonourronl bottom nhord livo load applied per RNSI/TPI 1. F nst ai rated sheothing to an. Pon. o£ this rrome. 12 n (A) T1 0 3 3 2 m .. N Crf 1 _ N_ _. f----N..N,....N-N- -N-N-N-N- (J V? - N Y 2?v1100p1f O=1DOpIF RRKE 1'0"10 JIG 16'3"1S = cl to 0 -6pIF /toe cf11TY- 1 TOTAL- 1 SUPERVISOR: BUILD-SHIFT CHECKED BY: W=24'I" THIS DRAWING SHOULD BE HPPRDVED BY R REGISTERED ENGINEER BEFORE USE. RIGHT REV. 7.40.1001.10 TIC LL 25.OpsF R TC OIL 10.OpSF C 80 OL 10.OpsF C 3C LL 0.Opsf' TOT LID 4S.O SF C OUR! FIRE. 1..15 SPACING 211.0" 1 E 1'0" _ '7115 R4 _EN. 240100 #: c-12:35 Db: 1q-I?3bJ -CarTer NOOICSV1I le -I Of JU 01OrKS TOM / U1 INib U.11- rnercnco v1 1N nLrlne ., woo mrvcn r Top chord 2x4 SPF 210OF-I.BE 90 mph wend 29.48 Ft moon hgt, RSCF V-05, CLOSED bldg I.oontod cnywhere In BoI chord 2.4 SPF 21ODP-I.SE roof, CRT It, E%P 0, wind TC OL-5.0 psf, wind 8C 01-5.15 psf. Wv6s 2x4 SPF 41/#2 :W1S 2.8 So SS: Nlnd ruuntlons bosod on KWFRS pressoros. End vartico is nvi exposed to w nJ prvrsors. ( J) hangy m• onnnection not Fow 1J In Invent org Fle fur t his eendl}IDn. Provide (R) Contlncocs lotornl broclog agoolIU cpoced on mombar, , canncofTOn. Truss design per IRC sect. RH02.10.2. 10.00 pcF non-concurrent bottom chord liva Bottom chcrJ checked - For add[tlonvl 20-psf Ilvo food in orans wlih 42"-high x lood oppliod per HNS1/'rPI 1. -wlde olooronoo. 24 Def le:rtinn meets L/24 D llvo and L/180 total ..d- 1 1 '9-8 - --S'10"12 -5' 10-12 6'8" 12 B7 In CD 0 6 a G wl W2 11 m - 5'10"1 440# U=117# ?RL=151# 43'7 - S'10"12 6'8" G'8" " W=3"8 43'7 Rv=2377# U-110# (J) Hanger not co I cu I oted Lf_FI RRKE - 1'0"10 ESC. JIG 01 16'0"5 RIGHT JIG - 16'0"5 °EO - 30542 PLT. TYP. -WRVE DESIGN CHIT-1RC2DO6 c /RT-1.oo(.29)/1B1 d@TY- 1 TOTRL- 1 REV. 7.40.1001.10 SCHLE -0. 1630 THIS UNRWING SHOULD TC LL 25.OpSF REF C` SU P ERVI OR= BE RPPROVEO BY R REGISTERED ENGINEER TC OL 10-OpsF DHTE 12-21-2007 HBpDRF USE. BC UL 10.0psF DRWC E3UILD-SHIFT: nDLL o.OpsF T07.LD. 45-0 sF 0/R LEN. 43070(1 C H E C K E D BY: DGR.FAC. 1.15 JOB #: q-1236 SPRCING 24.0 TYPE HIPS 20'0"1 -6'8 R) - 11'9-7 6'8" 5'10"12--S '10"12 T4 U) 0 W15 CR 0 5'10 - 12 -°5' 10"12 - Job: (-1236) -Carter Nob I esv I I I P - I ut 38 C I orkstun / D2 THIS OWG- PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR-5 LRYOUT Top chord 2.4 SPF 210Df-1.8E 90 mph wind -8.48 Ft moon hgt, RSCE 7-05, CLOSED hldg Located anywhere In 6 Bot chord 2.4 SPF 2100E-1.8E psF. roof CRT Ii, EXP 0, wend TC DL-5.0 par, wend BC OL-5. Webs 2.0 SPF tll/iR :W20 2x6 SP SS: Wlad rannilans hosed ue MWFRR pressures. End vorllcols not exposnd to wend prassura- CJ) hunyyur cannsct ion not Found In inventory FII¢ i'nr this oondii lan. Provide (R) Continuous leterul bracing e4uai ly spaced on member, ..,1 or. Truss deslgn pur iRC sect. R002.10.2. 10.00 par non-anncurrant bottom uho rd IIle Bottom chord checked for additional 20-psF Ilve load in areas with 42"-high x " loud applied par RNSI/TPI 1. -wide of ...once. 24 Deflection meets L/240 Ilya and L/180 totul luau. -11 9•a 20.0 •• 1 11.9'7 -5'1012 --5'IC-12-5' - S' --^-5' -P'S' ?`I---5'3"8----5'3-8 T2 T3 1 6 :1 4Y X 1 F C6 - X1' 12 1 8 T1 11 WS W5 W9 3 W A) W ) 4X6 u U W15 W15 o ° w3 (R) 0 R) wt ??f) w 7 W6 W X8 6 I W1f W18 / 9 W2 I o1 W1 - ?- W16 -- -.. - t v -- V I' 4X5 X4 L, 2 4X74.. B1 B2 84 -5'10"12 ° 21'9"8 - - 11'2"8 10'- =22604 U-109# =2360# U=11714 RL-15111 W=3 6 2v (J) Honrler not cu IcuIofpH LEFT RRKE - 1.0"10 " RIGHT JIG tU'0"5 1G 0 5 LEFT JIG = SEC 305432 UESC D2 - PLT. IY P--WAVE DESIGN CRI7-JRC2006 C /RT-1.004.25) /10[ IW1Y- 1 TOTAL= 1 REV- 7.40-1001. 1U SCALE -0.1635 THIS DRRWING SHOULD TC LL 25. Opp F' REF 1? 7 ?) Er? VTS O R SU RE APPROVED BY R REGISTERED ENGINEER TC OL CO.Opsf RATE 12-21-2007 • R P HFFORF USE. BC DL 10-OPSF DRWG D-SHIFT: BUTI DC LL 0.Opsr _ TDT.LD- 45.0 E;F D/R LEN. 430700 CHECKED BY: OUR. ERf.. 1.15 J08 M: y-1236 SPRCING 24.0" v TYPE HTPS Job: ( -1236) -Corter Nnble>vl I le -lo'I 3R nlorkSton / D3 THIS DWG. PREPARED BY THE P.LPINE JOB DESIGNER PftOGRRl1 FROM TRUSS MFR'S LAYOUT Top chord 2x4 SPF 2100F-I.OE 90 mph wind 29.77 F1 meon hqt, nSCF 7-05, CLOSED bldg I.onalad onywhere In P ' r - { ' -I.RF ...I" CRT I , EX B, wend TO ni--5.0 paF, wind BE OIL pe . Hot chord 2x4 SPF 21DOf Webe 2.4 SPF 41/#2 :W1 2.6 SP SS: Wind roooflons based on MWFRS pressures. End v.rtloels not cxposed to wind pressure. (J)honggor aonnactlon not Found in Inventory Ella fm• this condition. Prevlds (R] Cont lnwwas Ietarnl hroei n9 onw Ily cpoood on member. connoaiTan. Truss design per IRC seut. RRO2.10.2. 10.00 p.F nun-n nncwrrsnt bottom ohnrd live Bottom chord nhenked For odditiannl 20-psf Ilve load in ereoa with 42--hlyh x " -wide claoronce. Ined applied per HNS1/TPI 1- 24 Deflcotlon meals L/24C live end L/ISO totol load. 11'9"8 20'0"1 11'9"7 e 5' 10-12 - 5' 10"1"l- -- 5' 5' --5' 12 T3 0 6 X4 12 1 i 8 V T1 T 1 I 3 W5 WS W9 W d) W. I P U) 4X WIS o (R) CD W 7 WI _ W1 o W3 WG (R) ° W XB - 6 W4 wl 9 m wl W2 4.- ? W16 I I., 5 Xld `J 2X4 4X5 4 ? K74.. 81 B2 84 -5'10"12--51012--5' 5' - 5' 6'2"B---5'3"8---5'3"8-- 21'9-0 2 "8 v-2260tt U=113# 2!.) 1# UA1134 RL-139# W-3"8 (J) Hurigar not oolculuted LEFT JIG - 16'0"5 RIGHT JIG - 16'0"- = U3 SLU = 30543 OESC . PI-T. TYP. -WFIVL 065IGN CRIT-IRC2006 r, /RT-1.00(1.25)/IOl di)TY- 1 TOTRL- 1 REV. 7.4D.1001.10 SCALE -0.163 THIS DRAWING SHOULD TC LL 25 - OpsF REF R V I S OR J l) P F BE APPROVED BY A REGISTERED ENGINEER TC DI- 10. OpE;F DATE 12-'LS -20D7 • _ BFFDRE USE. SC OL 10.0psF DRWG BUILD-SHIFT: DD LL 0.Opsf TOT. 1-0. '15.0.sF 0/R LEN. 430700 CHECKED BY • DUR.FRC. 1.15 JOB # 1236 SPACING 2 4.0' TYPE HIPS 0: Lq-1CJbl -1-or-Ter Noo16SVIIin -IOT Ju ciarFSIOn / LID Top chord 2.4 SPF 210UP-1.BE 90 ph wind, 29.77 Ft neon het, RSCE 7-05, CLOSEC bldg, not ? loccted within 6.50 Oct chard 2x4 SPF 21oor-1.BE P B, wind TC OL-5.0 per, .Intl Pt From roof edge, CHI TT, E1 BC OL-S.O peF. Webs 2x4 SPF #1/8"L :W1 2xG SP SS: Wind reoctions bused an nWFRS presswas. End verticols not expound to wind pressure. (J] hangar connection not Fcwnd in Inventory Pilo For this condition. Provide LHl Comflowows loterwl br•eeing eywllg spaced on somber. oonnect T on. Trus R002.10.2. 111.00 psF non-conourrenl bottom chord Ilve er IRC sect s de:l n Bottom chord checked ror oddrlionol 20-psF Ilya loud in nreos with 42"-high x loud . g p applied per ANSI/TPl 1. 24'-wide Oleoronoc. Oerlectron meets L/24O Ilvc and L/100 total loud. I Ln O O m I ` Rv=23714 U-1.14# RL=139# (J) Hanger not colouloted JIG - 16'0"5 IIH: 93'7" Rv-2378# U=1144 W-3-8 OTBL- t SUPERVISOR:- BUILD-SHIFT= CHECKED BY THIS ]RAYING SIIDULO TO LL BE nPPROVED BY A REGISTERED ENGINEER TO OL BEFORE USE. BC GL 6C LL TOT. LL) RIGHT 7.40.1001.10 25.OpGf F 10.0 P_" C lU.Op,F L 0.0psF 45.O0sF C AC. 1.15 JOB #: ING 24.0- TYPE c - 12-21-2007 430700 -1236 11'9"9 20'0"1 11'9"7 -5. 10..12 -5. 10..12 - U.8 6.8.. - 8.8 --- 5' 10"12 - J' 10"12 --• Job= C q-12313) -Col-ter NobI esvi I la -Io'1 38 oI orkston / 04 THIS UWG. PREPARED BY THE RLPINE JOB RESIGNER PROGRHM FROM TRUSS MPR'S LAYOUT Top chord 2x4 SPF 21110F-L.OE 90 mph alnd 29.77 F1 mean hqt, RSCE 7-05, CLOSED bldg, nol located ur'Ihln 6.50 V i f RT ERP B d TIC DL-5 0 d OC 111 -5 0 f' S , u n . , w n . p. _ . ps edge, C II, PF 21COr-1.BE Ft From roo Sot chord 2.4 Nabs 2.4 SPF #11#2 :W1 2.6 SIR SS: Wind reoo'llons based on MWFR5 pressures. End vent lco le not a.pucnd to wind pressure. CJ7 honyyw• connection not Found in Invuntory Pilo far this condition. Provide CR) Co.,t l n.ous ]at...I bra. ing oqualig spaced on membnr•_ c.n.ociTor. Truss design p,v IRC sect. R802. 10.2. 10.00 psF non-eoncurrenl hotiom chord Irv. Bottom uh.rd chocked For adds ti Gnol 20-psF live load In areas with 42--hlgh x ' -vide Cleo...... load opplied per RNSI/TPI 1. 24 D.Fleotlon meets L/240 live and L/100 tolol load. ,_- 11'B"8 -2D•0••1 _ 11•y••7 .. -}5 10 12 --5 10"12 -..,-5 5 --5 --S' T2 (T? b 6 X4 12 8 T1 T1 3 W5 WS W9 W HJ W 4X Di ul W15 (R) o o W Ib) W \ 7 8 0 o W3 WH (RJ X W 6 W4 W18 g I - W16 W1 W2 1 ? 7 .. i L 083-- - - 2X4 4X5 4X5 dlsX74- B1 B2_ B4 -+5' 10"12 -^-5' 10"12 -^--5' -5' 5' ----6' 2"H -5-3-0 --513118 -a 21.9"8 e..o 11'2"k3 --?--1U' ' v=22U0iY U=11:3# Rv-22`j.IH U°1134 RL=1394 (J) Hanger not colcuIoted CJ) [longer- not co Icu Toted 16'U"5 RIGHT LEFT JIG O 4 0 8 D4 5 3 ? 3 ,ED LT. TYP--WRVE DESIGN CR11-IRC2006 c /RT-1.0o LI.25)/IRC c@TY- 4 TOTAL- 4 REV. ;'.40.1001.10 SCALE -0.1635 IH1S ORRWING SHOULD TC LI_ 25. OpeF REF SUPERVISOR: BE nPPROVED RY H REGISTERED ENGINEER IC DL 10. OpSP DATE 12-21-2007 BEFORE USE. SC OL 10 UPSF OHWO BUILD-SHIFT= 9C LL J.OPSF TOT.-D. 45.0. SP 0/R LEN. 430700 CHECKED BY: OUR. FHC. 1.1S JOB it: q-1236 SPRCING 24.0" TYPE HIPS ob: Cq-123") -C'orter Nob lesvi I le - lot 38 oIOrkst Or / 05 THIS DWG. PREPHRF.11 BY THE ALPINE JOB Or:SIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2.4 SPF 21UOF-1.OE 00 ph wind, 29.77 Ft mean hgg t, ASCE. 7-05, CLOSED bldg, no N t Looted wlthin H.50 Bot chord 2.4 SPF 210OP-1.BE o B, wind TC 01.-5.0 par, w nd rt rrom roof cdga, CRT II, BC DL-5.0 PeF. W.hs 2.4 SPF #11#2 :W1 2.6 SP SE: Wind reactions hosed on MWFRS pressures. End vertlcole not enp...ad to wind prnssvr e. (J) hungger connautlon not Found In Inventory FII. For this condition. Provide (P) Centinuous lot...I bra0119 equally cpneed a, member. connect .". Iruss design per IRC sect. R802.10.2. 10.00 psF non-conwr-rent bottom nhnrd Ilv. Bottum chord chectud For odditlon.l 20-par Ilvu food in areas ulih 42"-high + food oppllnd per RNSI/TPI 1. 24--wide .1...once. OeFleetlon meets L/290 Ilve and L/180 totol fund. I 11'9"8 20'0"1 11'9-7 -5' I0"12 --5' 10"12 ------6'8" -S' 10"12 --5' 10"12 L;) T2 'i3 CB I 12 ? 4 8 ? T1 N 3 WS ) /F0 W x4 T1 ° exW3 W6 W? WS W xe W3 i _ wl w2 / wl m _t 1 4X6 62 g3 B1 - 4X6 43'7" B1 - 6'8" 6'8" 6'8" -5' 10"12 -5'10"12 Rv-2371# U-1144 RL-139# 43 7 I2v-2378# ~ 11-114# (J) Hanger not colculoted CJ) Hunger nut calculated JIG - 16'0"5 OS FYP. -WfRVE DESIGN CRIT-IRC2006 SUPERVISOR=- BUILD -SHIFT: CHECKED BY:_ I THIS OROWING SHOULD DE HPPHOVED BY n REGISTERED ENGINEER BEFORE USE. - 16'0"5 30544 E °U.1635 12-21-7.007 UUR.FRC. 1.15 JOB #: r SPACING 24.0" TYPE H RIGHT 7.40.1001.10 LL 25.Ops F DL 10.OpsF C UL 10.Opsf LL 0.Opsf' .LO. 45.0 SF C 430700 -1236 Job= L -1LJbJ -L nrier Noblesvl I le -IOT 00 clorKSTOrl / U/ info uxs. rav nnou o - ' - Top uhord 2x4 SPF 2100E-1.BE 90 ph wind 29.40 Pt mean hqqt, RSCE 7-05,CLOSEU bldg, nut located within 6.50 B,, t uhord 2.4 SHE 21OOr-1.BE PI from roof edge, CRT II, E%P B, wend TC DL-S.0 psF, wind BC OL-5.0 par. Wobo 2x4 SPF #1/tt2 :WI 2,6 SP SS: Wind reactions based on MWFRS pressures. End vertlonls not ox puscd to wind prco.^.ure. (J) hot99 connection not found in invont ory Flla ran this and If Ion. PnGv 1 de 0R7 Camilmuoua la teral broning equally ?pnced on mumhar. oannoctT on On. 1'rus4 desldn per IRC sect. RB02.10.2. 10.00 pn:P non-concunrrni bottom uhord live Bottum chord checked For oddltionnl 20-psF Ilve load in m• ,io with 42--high x load applied per RN5I/TPI 1. 24--wide of aar-o nce. U.I'lection neets L/240 Ifve and L/1BO total load. -- 11'9"8 20'01 - - 11'9"7 - 5' 10"12 ---5' Ifl"t2 ----G'8" - - V8 " --6' 8" ->-5' 10"12_ -- 5' 10"12_ - 12 8 ? T1 G7 3 W5 C W3 .0 6 W4 W1 W2 cn 3X4 n 14 O W` W15 5 axP 43'7" - B1 2 ^- 5'10"12 6'8" 6'8" 6'8" 5'10"12 -+ 5'10"12 -5' 10-1 43.7 " - -- b, Rv=2370# U-1104 RL=151# Rv-2448# U=117N W-3"8 CA Hon9ei, riot c.oloulated RIGHT RRKE =181'0"10 LEFT JIG - 16'0"5 RIGHTSEIIG e 305'148 DESC. - 07 P1.T. TYP.-WAVF nFMCN CRII-IRP.2005 C /RT-l.00(l.2B)/l0( OWIY- G TOTAL- G REV- 7.1I0.1UU1.1D SCRLE -0.1635 THIS DRAWING SHOULD TC LL 25-Op--t' REF R-V S UI?E I S - 0 R: BE HPPROVEO BY n REUISTEREO ENGINEER TC DL 10.0psF OHTE 1'2-21-2007 I \ J BEFORE USE. BC DL 10.0PsF DRWG BUILD - SHIFT : 017 LL 0.Dpsf' TnT.LD. 45.OPSF 0/11 LEN. 430700 CHECKED BY: oUR.FRC. 1.15 JOB #: -1236 SPPCING 24.0" TYPE HIPS ob; lq-1C3b1 -CnrTer NOblP5vlI le -InT 6d clorKGTGn / Ii13 Top chord 2x4 SpF #1/#2 Bot oherd 2x4 SPF 41/#2 Webs 7.x4 SPF #11#2 90 ph Ind 29.40 rt me n h9i, RSCE 7-05, CLOSFII hldS L... led anywhere In roof, CHT 11, EXP B, wend TC O).-5.0 per, wind BE OL psf. End vertienls not exposed to wlnd pressure. Bottom chord nheeked For, edditlonol 2U-per live lend in orem with 42"-high x 24"-wide olsoronce. D-Fleotlo,, meals L/240 live and L/180 tetol loos. 1 0 0 U-.118# ?RL-158# W-3"8 43'7" 0 0 1 TXG 0-12 5'10"J2 Rv-2447# U-118w W-3"8 LEFT RRKE 1'0"10 RIGHT RAKE - 1'0-10 LEFT JIG - 16'0..5 RIGHT JIG IW O-S DESC. - D8 SEO = 305375 PLT. TYP. -WRVS DESIGN CRIT-TRf.211M C /R)-1.00IL25)/lU( UNTY- 3 TOTAL- 3 REV. 7.40.1001.10 SCALL -0.147D THIS DRAWING SHrn)LD TC LL 25. DpsF REF C' S U P E R V I OR: BE RPPROVEO NG Fl ECISTEREO ENBINEEN TC DL IU.OPSF DATE 12-21-2007 J .. .. BEFORE USE. BC DL 10.OPSP DRWG BUILD - SHTF -I Or. LL 0.OPSF TOT. LID. 45.UEsF O/A LEN. 430700 CHECKED B?7 v^ OUR. ME. 1.15 JOB #: y-1236 SPACING 24.0 TYPE HIPS His UWb- VHLVMFCII or IIIL MLr-1NL JVO VJG ir,Ntt( I'r<VleMN11 r InVJa' Beorinqq hlncks: Noll type= lOd 9nu_or-Gun_f0. 128-x3", In.)_nolls BRG S-LOC 1181.OCKS LENGTH/SLK #NRTLS/BLK VHLL PLRTE id SurFoce 1 0.000' 1 12- y R i c 2 43.292' 1 12" rl Riyid Surroca 9eorlnpp blook lo be sums slze end epe.les os botlom chord. Refer Tm drowlrq CNBH0BLK0207 F.r odditlonoi Inf.... Tien. Wind reoctiml.: hosed on NWFRS pressures. CH) Continuous leterol broaln9 equally npoced on number. Truss deslgn per THP sect. R802.10.2. 10.00 Per nan-noncurrent hetton chord live Ined appllod per ANSI/TPI 1. 119"8 20'0"1 11'9"7 -. 5'10"12 5'10"12_ _ 6'8" 6'8" -61811 - 5'10"12 5'10"12 ob: Lq-1eJBJ -(lnrTer Nob IBSvIIIe -107 dd OIOrKSTOn / VJ Top chord 2x4 'TF 210011 Rot chord 2.4 SPF 2100(-I.SE Webs 2e4 Star 111/1?2 End vertlca 1. not exposed to wind p,...u, See OWG GBLLETIN0207 Far more regVir.annts. But (.hard checked ror oddltll 20-psF Ilve load in areas with 42"-high x 211_lom -Wlde at commas. DeFloetlon meet, L/2'10 Ilva and L/100 total load. (n 0 0 d M IH15 UW. 1'HF.YHHtU Ul IMt HLY11Vt JUU U¢DlbnCtt rMWNnII rpNl IKUWJ I n p Ln1UU1 90 ph wend, 29-4E Pt main h9t, ASIDE 7-05, CLOSED bldg Located anywhere In roar, LOT II, EXP 0, wlad TIC OIL-S.0 paF, all-id DC DL-5.6 PGF. W lnd react Iun, hosed on MWFHS pressuruu. RII plates are 2X4 oxoept uc noled. (R) Contlnuow loterul brocing equally spaced urn member. Truse deul9n per IRC 1. 8002.10.2- 10.00 par non-concurrent bottom olmr•d Iive lead applied per ANSI/TPS 1. Fosten rnied sheothln9 to one racu or this Frome- -a-- 11'9"8 2U'0"1 -- ?, 11'9-7 m N^_NSyN__N- -N- -'a N- - -,oN-^N-_N-N () - ,re -r NN-- - N 1n (T2 T2 b 12 8 V T1 (R) 7 (R) 8 (R) 8 T1 E 3 8 3 ifi '4 (f-U 4 ' 2 A n Unb - - ($L ono {I_y Jl m l`I/1 43 - ? \J m arNrr m Ned wN- - -N- - - -N-N- -Nr.-NrA p _ v.?N?.rN O.cN Rv=i)7p1F U=l00pIF ?FL-4p IF W=43'7" LEFT RAKE - 1'U-10 RIGHT RAKE = 1'' 'd0 LEFT JIG - 16'0"5 RIGHT JIG - 16 -1 OE?C. - O9 SEO = 3()5453 PL . TYP. -WRVE DESIGN CHIT-IRC21006 c /Af-1.0RU.257/10t II 1 TOTRL- I REV. 7.40. (001.10 SCRLE -0.1550 THIS CHEWING SHOULD TIC LL 25.OpsF REF SUPERVISOR: REGISTERED BE REGISTERED BY E ENGINEER TIC GL 10.OpsF ?RTE 12'21-2007 BEFORE II BC OL 10.0psF ORWG BUILD -SHIFT: BE LL 0-UPSF TOT.LD. 45.0 sF 0/R LEN. 430700 CHECKED B Y : DUR.FRC. 1.15 JOB S: 9-1236 _ SPACING 211.0" TYPE GRBL ob:(g-1236J -CO-ter Nob Iosvl l le -IoT as CIarkSTon / I1 TU Top chord 2.4 GPF 01/42 Hat chord 2.4 SPF e1/42 W.b. 2x4 SPF 111/42 90 mph Ind 37.04 Ft mean hgt, RSCF 7-05, CLOSFn bldg LUOatad angwherc In roof, CRT It, EXP H, urnd TIC DL-5.0 psr, whid BE DL-2. psF. Wind r...tlons based oa MWFR5 pressures. See DWG GBLI.ETIN0207 for more requirements. Bottom chord checked roc addlllonoi 20-psF live land In oreos with 42--high x 24"-widu uleor.roe. OaFleol ion meets L/240 live and L/180 total load. 11115 DWI;. YNti'HNhU HT IHt rILVINt .nlm ut.i IDI rnusnrni lawn inoaa r SPECIAL LOARS --O.UMBER OUR.FHC.^1.15 / PLHIE OUR.FHC.=1.157 IC - From 711 PLF of O.IIU to 74 PLF at 10.00 TC - From 74 PLF of 10.00 to 74 PLF at 20.01 BC From 4 PI.F of O.OU to 4 PLF at 20.01 All plot.. ar-e 2X4 except ae noted. Gable end supports 0" max roko overhang. In Ilew of r[gld ceiling uou purl ins to brace SC 0 24" OC. Truss dell gn per INC sect. RRU2.10.2. 10.011 psF non-c.r.ie- Ent botwn chord Ilya load apylled per nNSI/TPI 1. 10' 10' 2 2' 2 2' 2 2 2 2 N r a co 2X9 4X` ` 12 1 U ? T1 4 4 T1 ? .J J 3 2X4 (R1) - B.l SXS BI 10' - 10' N r 2' 2' 2 2' 2' 2' 2' 2' N =25# U= 64# RL=118# W=6 "5 20'0-1 Rv=80 IP U =100ppIf ° # W=18'4"11 1 W=6115 i v=25# U 5 LEFT RAKE - 9" ' 1 " RIGH RIGH T RRKE T J1G = 111 '3"S - 1 ((,,EFF JIG = 11 5 3 SE0 6 305394 DESC. PLT. TYP. 010 -WRVE DESIGN GRIT-TRC2006 [ /RT-1.000.251/101 rNTY- 2 TOTnI-- 2 REV. 7. 40.1001.10 SCALE =U.2151 THIS DRAWING SHOULD TC LL 25.OPSf REF I \ / SCR I SCR U P F R BE nPPRUVEO BY A REGISTERED ENGINEER TIC DI - 1 G. OPsf DATE 12-21 -2007 V • S BEFORE USE. OC OL IU.UPSf ORWG BUILD-SHIFT : 6C LL 0.OPef TOT. 1-0. 45.U sf 0/R LEN. 2000U1 CHECKED BY: DDR.FnD. 1.15 J09 #: -1236 SPACING 24.0" TYPE GHOL IOU: Lq-1 CJ b1 -LOr.Ter Nob IRSV I I le -I OT dC cIOrK.STor / DI I THIS DWG. PREPHHED HY THE RLPINF .160 OE5IGNF.R PROGRRM FROM TRUSS MFR'S LAYOUI Top chord 2x9 SPF #1/#2 SO mph vi nd 37.04 Ft mnnn hqt, ASCE 7-05, CLOSED bldg Locotod onguhere in But hard 2.4 SPF 41/92 roj, CRT If, EXP H, wind TCDI_-5.0 psF, u1nd BE OL-2.6 pal'. Vebe 2.4 SPF #1/#2 Wind rmotlons bosud on MWFRS pressures. RII pletes are 2X4 except os noted. Bottom hard chocked For oddlilonal 20-psF Iivs load in arcos with 42"-high n Truoo dm ign par LRC sect. HH02.10.2. 10.00 psF non-conwrrani hcTtom chord live 24'-olds cl eo ranoa. load applied per nNSI/TPI 1. Deflection meets L/24 0 Ilya and V190 tOTaI load. 10' 10' d r 4'4-8 4'9"14 4'S"14 4'4"B --•dP m (6 X17 __..r R Rv=102pIF U=100pIP W=18'4"11 Rv--44# U=18# W=6"5 JIG - 11.,3-5 DII TYp. -WHVI= RIGHT RIGHT I.oDU.251/I6c K#TY- L8 SUPERVISOR BUILD-SHIFT CHECKED BY REV. 7. 40.1001.10 'THIS DRAWING SHOIILO TC LL 29. OpsF BE APPROVED BY R REGISTERED ENGINEFH TO OL IU.OpeF BEFORE USE. 8C UL 10.OpsP I Br LL _ O.OpsF TOT.LO. 45.OpsF E - 4" c = 7f1S 12-21-2007 _EN. 200001 #: q-1236 Jub;(n-1236J -Corter Noblesville -lot 38 in lurkston / E Top chord 2x4 SPF #I/42 Bet .herd 2x4 SPF 81/#2 Web. 2Y4 SPF #1/92 End verti.nls not exposed to wn.d pressure. Sun DWG GBLLETIN0207 For more requirements. Bottom chord checked r., odditio.ul 20-paF live Innd to oreus with 42"-high x 24"-vide ol.nrance. Deflection meets L/240 Iive ord L/180 lotol lend. D) O) RAKE - 1'0"10 JIG - 12'8"12 TYP. F -WIVE THIS DWG. PREPRREO BY THE RI.PINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT 90 mph wind 28.55 rt m ..n h%, RSCE 7-05, CLOSED bidg, not locoied within 4.50 Pt from roo? edge, CRT II, ERP H, wind TC UL-5.0 psf, wind BC OL-5.0 psF. Wind remilons booed on MWFRS press.ran. Hit plates ore 2%4 a...pt on notud. (A) Continuo.. loter.l bruuing equoilg cpoced on momber. Truss doelg per IRC soot. R802.10.2. 10.00 per non-ooncurrant bottom chord lira land oppliod per RNSI/TPI 1. cost., rated shaothTr9 to ens Fees or this rrome. r? .?-?-sr??-.?-?-a.i-?•r.-f ?-i.? ?-ro-?-ova. ?-a.. y r? m in .g»a 18' s._0" Rv=1U2pIF U-100p II' ILL-7p IP W-18' DESIGN CRIT-I 1 121 ?IIT JILL- 1?'3"12 crn u anGpSu SUPERVISOR: BUILD-SHIFT CHECKED BY: 1.1 12-21-2007 LEN. 18 f. 0-1236 THIS DRAWING SHOULD TC LL 2`1 . Up:o BE RPPROVEU BY A 10 sr 0 REGISTERED ENGINEER TIC OL . p BEFORE USG. BC UL 10. OPSF BC LL 0. OpSF TOT . L0. 45. OPSF nP9' 9' --Zi ob:fg-12361 -Corter Noblesville -lot 38 clorkston / F Top ohord 2.4 SPF #1/42 Bnt chord 2.4 SPF #1/#2 Bottom chord ohecked for cdoltionol 20-pof live food in orees with 42"-high x 24--wide oleoronce. BeFlavtlon meets L/240 Ilve and L/180 tote[ loud. (D 1) to r\ - lF W=4•ID'• LEFT JIG - 2'10••14 RIGIiT JIG - 2'10'•14 ?SL'. F SEO = 305392 T. TYP. -WAVE DESIGN CHIT-TRr,2006 C /RT-1.00[L253/I01 cil 1 TOTAL- I REV. 7-90.1001..10 SCALE 1.309'1 THIS ORRWING SHOULD TC LL 25.0psF REF r' OR SUPERV I HPPROVED REGISTERED 8E STERED BY R ENGINEER TC OL 10.0p5F LATE 12-21 -2007 - J BEFORE USE. BL' OL 10.0pSP ORWC BUILD-SHIFT eC LL o o P F 4 .f ] s TOT.LU. [ o/H LEN. 41000 CHECKED BY: OUR.FRC. 1.15 JOB #: cl-1236 SPACING 24.0" TYPE VHL THIS DWG. NR F. PAR ED BY THE HI.PINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 90 ph wind, 33.21 FI .*on h t, HSCE 7-05, 1:1JISF-0 bldg, not locoted within 4.50 Ft From rout' edge, CRT 11, E?P B, wind Tr: OL-5.0 peF, wind BE DL-S.0 per. Wind rsection. bosed on MWFRS presilill Trwsa deslgn per IRC sect. R&12.10.2. 10.00 psf non-cc nowrrent bottom chord Iivo food oppllyd par nN51/ipl 1. See UWG V1RLTRUS5l1?07 For volleg detolle. 2_'5" 2.5,. Job: 1o-12367 -Carter Noblesvl I le -lot 38 Clarkston / F1 THIS DWG. PREPARED BY THE RI-PINE JOB DESIGNER PRUGRRM FROM TRUSS MFR'S LHYDUT Top chord 2x4 SPP #I/#? 90 mph wlnd, 32.95 Ft neon t,-qt, ASCE 7-05, CLOSED bldg, not cooled within 4.50 Dot ,hard 2x4 SPF 41/#2 Ft From r .f edge, CRT 11, ERP D, wind TC OL-5.0 psF, ulnd BC OL-5.0 psF. Webs 2x9 SPF #1/#2 Wand reooilo ns booed on MVFRS pressures. Holt om chord checked For addlilonol 20-psF Ilve [nod In areu:v ullh 92--high . 24"- wide oleoronco. Truss design per IRC east. R802.10.2. 10.00 psF non-concurrent bottom chord live load applied per RNSI/IPI 1. Oef l ectlon meets L/240 l ive and L/IHO total load. I See DWG VRLTRUSS0207 for volley datolls. U7) -_3X4 N DEFT. JIG I=15'3"11 PLT. TYP.-WHVE 4'5" 4'5" !1'5" 4'5" 4'5" SUPERVISOR:- BUILD-SHIFT: CHECKED BY:_ H? N 2X4 --'"°RV=94plf U-100pIF RL=5plF HL- L 8L' LL W=8'10" RIGHTGJnG-- 25.OpsF REF 10.OpSf' DATE 10.OpSF URWG 0.Opsf 45.OpsF o/R Li DUR.FHC. 1.15 J08 # SPACING 24.0" TYPE 1-2007 I 81000 -1236 THIS BRRWING SHOULD TC LL HE APPROVED HY H REGISTERED ENGINEER TL' DL BEFORE USE. [3C OL ob=(a-1236) -Corter Noblesville - lot 36 r, l arksI on / F2 Top chord 2.4 SPF #11#2 Bot churl 2.4 SPF 41/42 Webs 2.4 SPF #1/#2 Bottom chord checked Fur ndolitionol 20-psF 1Iva food in oreos with 42--hlyli u 24--wide oloo,orce. Deflection meets L/240 IIva and L/180 totol loud to (h 3X4 (I SO mph wind 31.88 Ft neon hqt, RSLE 7-05, CLOSED bldg, not booted within 4.50 Fi From roo? adgo, CRT II, EXP B, wlnd TC OL-5.0 par, wind BE DL-5.0 psF. Wind raoctloms bosod on MWFRS pr ossurw.. ?russ design per IRC sect. R802.10.2. 10.00 psF non-oonourrent bottom chord Ilvo lood oppllad per HNS1/TPI 1. Sc. DWG VRI,IRUSS0207 For voll.U datoils. 6'5" G'5" Nvc rot 12'10" -6 v RV-911P I I' U=LOOP IF RI--Sp IF W=12'10° LEFT JIG 27'9-9 RTf,HTSFpo 305388 PESC TYP. F'dRVE RES1sN sBlr-IRC2oo6 c /Rr-t.oO U.zs1 nO( ce7Y- t TOTAL- 1 REV. 7.40. 1001.10 SRLE -0.4732 THIS ORRWING SHOULD TIC LL 25.OpsF REP ((?? S UI?E R V I S R: BE ? UVFSTEREDU RY R REGISTERED ENGINEER 7C OL lO.Opsf ORTE 12-21-2007 lJ BEFORE USE. BC BL 10.OpsF ORWG BUILD-SHIFT: BC LL o.opsF TOT.LO. 45.0 SF O/R LEN. 121000 F-? C? IECKE^ BY Y : DUR.FRC. 1.15 JOB 4: -1236 SPHCTNG 24.0" TYPE VRL Job: l -12361 -Lur1 ar NOU I BSvi I la -I OT Jd 01 Or KSTOn / rJ IMia 11x1.. rncrnneu of ne n?rmr. gun ucaiuwcn rnuunnu r n o ?rllll Top chord 2.4 SPF #1/#2 SU ph wlnd 31.21 Ft moon h%q, ASCF 7-05, CLOSED bldg, not locoted within 4.50 Act chord 2x'1 SPF 41/42 £t Fran r.cr adya, CAT II, E%P 8, Wind IC OL-5.0 PcF, wind BC OL-5.0 p.£. Webs 2x4 SPF 41/#2 Wind roncYlone buood on MWFRS prascuras. Bottom chord chcokad for uddlllonol 20-ps£ Ilve locd In oreu:l wlih 42--high x 24"-wide olearonc®. truce dwlyn par IRC coot. R802. 10.2. 10.00 ps£ non-aoncurrant hol ion ohord Ilve loud nppl lad por HNSI/TPI 1. OoFloctlon meets L/240 Iivn and L/iSU lotol lead. See 0WG VRI.TRUS50207 h'or volley dc, lollc. 6.5.. = 2 0- 6 4X5 8 (1 x 12 / n u> 2X4 X4 (011 /` W1 2X4 ---2•S••- 1,?XSU.. 16.10 A 6 ?-2.5••-.' in 4 \3X4 (01) 2X4 6. -2.S.. _., S RV=94P11• U-10HPIF RL-5plF W-16.10•• LEFT JIG - 10'1-6 RIGHT SJ?G= 3053 6 DESC., =. F3 E PLT. M'.-WRVE OESICN CRI1-1 RC2000 C /RT-1. CO 11.251101 OWIy- 1 TU 171L- 1 REV. 7.'10.1001.10 SCALE -U. J6 7 THIS DRAWING SHOULD IC LL 25. UpsF REF SUPERVISOR: BEG©E7STERED ? R BY n REGISTERED ENGINEER TC. CL lO.OpsF - - DATE 12-21-2007 BEFORE USE. SC Dl 10.0psF DRWG BUILD-SHIFT BO LL 0.DpsF TOT.LU. 45. D p f' O/R LEN. 161000 I? CHECI\ED BY: OUR. FRC. 1.15 JOB 91 q-1236 SPACING 24.0" TYPE VRL ob: l -12363 -Carter Nob lesvI I le -I OT 3U 01crK6Ton IHIS uvu. rntrmntU or mt Mi-,nc quo u lop churrd 2x4 SPF #1/42 - 90 mph Ind 30.55 Ft moon hot, "SCE 7-05, CLOSED bldg, Louniad ooquhera In Oot nhord 2x4 SPF 41/92 .or, CRT 11, E)P B, ulnd TC OL-5.0 per, ulnd BC CL-5.U per. Web:: 2x4 SPF #1/42 Wind ranctionu booed on MWFR5 pressures. Roitom ul'i rheckeJ for addltlunol 20-psf Iive loud In oreua ullh 42"-high x 24-,1d. cle oronow. TfUG6 Uuslgn per IRC east. RN02.10.2. 10.00 pGF non-concurrent bottom chord Ilya Iced applied For ONSI/TPI 1. UeFleoi lnn meets L/240 live and L/100 tutol loo d. Sea OWG VRLTRU0S0207 for volley datolls. 10'5" -10.5.. 4.5- --G' _ 6. 4.5.. _ 4X6 [R1 12 ft T 1 W2 T1 2X4 2X4 cD 10 W1 W1 3X4 (DI 3X4 (DI) 4'5" 6' 6' 10" Rv-94pIF U- IUOpIF PL-5p IF W°20'1.0" I-EFT JIG - 12'6"4 RIGHT AG -- 11053"4 UESC- - F4 SEC) REV. 7.40.1001.10 SCRLE -0.2915 PLi. TYP.-WRVS DESIGN GRIT-IRC2006 L /RT-1.0011.257 /l0f t1i11Y- 1 TOTRI_- 1 THIS ORRWING SHOULD TC I-L 25.Dp Sf R EF TS I? F? V O BE APPROVED BY R REGISTERED ENGINEER TC OL 1D.OpEiF OR1E 12-21-2007 R V 1 J E S U BEFORE USE. BC OL lO.UpsF ?RWG BUILD -SHIFT= BC LL 0.OpsP TO] LD- '15.0 SF 0/R LFN. 201000 CHECKED BY: OUR.FRC. 1.15 Joe #: y-1236 SPRCING 24.0" TYPE VHI- on; Cg-lelb) -l.erTUr- INODIeSVI I le -101 it, ClorKsrun / u Top nhord 2x4 SPF #1/#2 Bot chord 2x4 SPF #11#2 Wnbs 2.4 SPF #11#2 Batton nhord chunked fwr ndd it loriuI 20-psr IIve loud in oruu. wI th 42"•h lgh x 24"-wida clnoranca. Oarleollon neots L/240 Ilve and L/180 tutnl load nip uVb. rnu-nncw o. cc n inc quo . uncn rn wnnu r 90 ph wind 3U8G ft neon h0l PSCE 7-05, CLOSFU bldg, nnl loaotod within 4.50 IY from ,o4 aCRT II, ERP B, wind TC DL-5.0 pef, r.rind QC UL-5.0 p.f. Wind reouilona baccd on MWFRS praesoros. Truss declyn per IRC aect. R802.10.2. 10.00 pcf non-aenu wr rent bottom chord Ilvo load applied par HNSI/TPI 1. Sec UWO VnLTRUSS02O7 for volley details- 3'4"8 - 3'4"8 3.4••8._ 3'4°g 3X40 3'4"8 (V 3'4"8 a 9 Rv-94p I F U-10up IIF?RL=5p I F W-6.9.. LEFT JIG C 4'0-11 RIGHT JIG - 4'0"11 Egg SEO = 305382 PLT, TYP. -WAVE DESIGN CRIT-IRC2068 r.R/RT-1.OULI.25I/10t c@TY- 1 TOTAL- 1. REV. /-40.10U1.10 SCALE -0.8996 THIS ORRWING SHOULD IC I_L 25.OpsF REF SURFRV 1`01 RE flSIERED.O BY R BEG IIEREO ENGINEER TC OL 10.Up5F U ATF t2-21-2007 BEFORE USE. BC OL 10. oPsr ORWG BUILD-SHIFT: BC LL o.OpsF TOT.LO. 45.U Sr 0/A LEN. 609OU CHECK En BY: oUR.FHC. 1.15 Jae #: -1226 SPACING 24.0" TYPE VAL ob=Ca-1236) -Carter Noblesville -lot'38 clorksion / G1 Top chord 2x9 SPF #1142 Hot chord 2x4 SPF 41/112 Webs 2.4 SPr 111/#2 Bottom chord checked 1'or odditlonol 20-peF Ilve land In arena with '12--hlyt+ x 24--wide nleoronoe. OeFlectior+ meets L/240 Iive and L/180 total land PHIS DWG. PHEPRRED BY THE ALPINE JOB UESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 9D mph wend, 3D.2U Ft moon hggt, ASCE 7-05, CLOSER hldy, not located within 4.50 Ft f"., roof edge, CRT 71, ERP 8, wind TC OL-5.0 psr, wand BC DL-5.0 psF. Wind reacilon. hosed on NWFRS Presswu:;. Trusc design pur IRC uuof. R002.I0.2. 10.00 psF non-conourrant butiom chord live Iond oppllcd per ANSI/TPI i. Saa OWG VRLTRUSS0207 For valley d9ta116. 5'4"8 S'4"fl 5' It ..8 5. 4 •.8 3X4L cl) 5 , It 'In s l0' 9 " Rv=54plF U=100piP JA RI_-5p IF W=1D'9" LEFT JIG 6'5"8 RIGHT JIG - 6'5"8 OESC.- G1 SEO - 305380 PLT. l_YP. -WHVF DFSlr.N GRIT-IRCZaOS c /Rr-I.DO U.zslnBt o?TY- 1 TOTHL- 1 REV. 7.40.1001-10 SCHLE °0.5649 THIS IIRRWING SHUULD TC LL 25. OpsP REF SUP L O R E RV I HE APPROVED HY A REGISIENFO ENGINEER TC 0L 10.0pst' UHTE 12-21 -2007 IS BEFORE USE. BC DL 10. 0peF DRWG BUILD-SHIFT= BC LL 0.DPef _ TOT. LU. 45.0 SF IVA LEN. 1009DO CHECKED BY: DUR.FRC. 1.15 JOB ft: -1236 SPACING 24.0" TYPF VAL ob: lq-1/--dbJ -l.or•Ter NOble5vll le -TOT JU clorKSTOn / hC Top chard 2x4, SPF 81/82 Hot chard 2.4 SPF 41/82 Webs 2x9 SPF 81/82 IIII plot,, era 2X4 except on noted. Bottom rhord ohaak.J For oddltlomol 20-per Ilve load In ones 111th 42"-high x 24"-ulde aleoronce. OeFlectlon meets L/2110 Ilve and L/180 lotol loud. 7.II••8- -'--3'4"li 4 3X 4 It -:3, 4 ..8 a•- q, 4' IH15 UWG. HHEFIIHLU BY 1111, HLHINL JUC i1LSIbNEK rhUGHHn FRUn IHUSb ?FK 6 LnruUI HO mph wind 29.53 rf mean h9tr RSCE 7-05, CLOSED bldg, Loooted onyWharo 1,, ra aF, CDT 11, EXP B, wend TC Oil-5.11 psr, ulnd BE 0L-5.0 pcr. Wind reocilana bored en MWFRS pressures. See DWG GBLLETIN0207 For moro raquir.meots. Truss deelgi pur IRC seat. R802.10.2. 10.00 per non-concurrent bottom chord live load aPPlled per RNSI/TPI 1. Soe DWG VHLTRUSS0207 Fur volley details. 7' 4'•8 3'4"8--- 3 . 4 ..8 14'9" Rv=94pIF U=100PIP RL-3p Ir W=14'9" LEFT JIG - 8'10"G RIGHTSJIG=- 8ESC. .,= G2 PLT. IYP.-WRVS DESIGN CRIT-TRC20UB r. /RT-I.Don.25)/LDc rMTY- 1 T07Fll_= 1 REV. 7.40.1On1. 10 SCRLE -80527"7606 THIS ORRWING SHOULD TC LL 25. OpsF REF SUPERVISOR : RE RPPRDVEn 81 R EGISIEREO ENGINEER TC DL lO.OPsP DRTE 12-21-2007 _ BEFORE USE. 8C 01- 10.OPGF ORWG BUILD-SHIFT 13C L1- 0.OpsF TOT.I-0. 45.0 . F 0/R LEN. 140900 CHECKED BY: OUR.FHC. 1.15 JOB 4: -1236 SPACING 24.0" 1 YPE VRL ob:Cq-123G] -Cortrr Noblesville -lui 38 clorkstgn / H1 Top ohord 2.G SP Sr Dot chord 2.12 SP SS :B2 ?.G SP SS; Wob. 2x4 SPF #I/#2 :W3 2x6 SPF 411#2: End verticals not exponcd to .Ind prass.re. Bottom chord 0h..ked For odditian.l 211-psF Ilvo load in ar..s WIth 42"-hi5h x 24--w IJn clearance. Collor-tle br..ed u rth coatln.o.s 1.1.101 brncinq .1 24- 01:. or r191d calling Cefloctlon meet. L/240 Ilve and 1-/180 total load. 1 N v?=1924# U=554 11 y5 6(8J 11, 5.6.. m m g...8 11"2 G 11^2?._. 5 6 yllm 5,6- c .6.. + 11 - + 5 6.. zsp 12134 RL-1834 W=3"8 Rv=1924# CJ-55# W=3'18 RRKE - 1'1-11 JIG H116*7"1 SUPE_RVISOR:- BUILD -SHIFT - CHECKED BY THIS DWG. PREPARED HY THE HLPINC JOB DESIGNER PROGRRM FROM TRUSS'NFR'S LRYOUT 90 mph Ind 25.00 ft moon h9t, RSCE 7-05, CLOSED bldg Loco lod anywhere In roof, CRT If, EXP D, wind T1. OIL-5.C psr, ulnd OC OL-5.6 psf. Wind rooctlonc bosed on MWFRS pressures. Ca1cv1-1ad horizontal doFlectloa is O.1G- d.e to Ilve load old 0.19- duo to dead oad. Truss design per IRC --.at- R802.10.2. 10.00 psf non-ooncurr.nt bottom chard Ilve load applied per RNSI/TPI 1. BC ottio room floor landing: LL - 40.00 p.F: OL - 10.00 psF: From 5-G-0 fo 1G-6-0. THIS DRRWING SHOULD BE HPPROVEII BY R REGISTERED ENGINEER BEFORE USE. 7. R iGHT RRGE ,SEC = 90.1001.10 SMILE 3=1f;7"11 JnnD5470 -0.1168 LL 25.OpsF REF DL 10.OpeF DRTE 12-21-2007 OL 10.OpsF DRWG LL 0. DpsF .-D. 45.OpsF 0/R LEN. 22 .FRC. 1.15 JOB 3t: q-1236 ICING 24.0" TYPE RTIC 11 11* 5'6•' 5'6" •- 11 ' - JOB:lq-1GJbJ -hgrTeo• Nob I eSvIl le - IOT JU oIarKSTcn / I Top chord '2x4 SP SS Bnt chord 2x4 SP SS Wabs 2x4 SPF #1/#2 End vertic.le not exposed to wind prnssura. Rotten chord chaokvd For nddit I onoI 20-psF iive IOOd in orooa with 42--h l on x 24--w1de Oleorwme. DaFlactlon meats L/240 Ilvo and L/IRO totnl load. 2X4 12 10 V T1 W3 3X4 ^ n ce ? m m CO W1 W2 1 2?4 61 3X6 R) - m Rv-271# U=0# RL°93#4 W-3118 Rv=184# U=107# (J) Hanger not celculoted 90 mph wind 25.00 Ft noon h9t, RSCE 7-05, CLOSED bldg Locoted onywhore In roof, CRT It, EXP 0, wind TC UL-5.0 psF, wtnd BC OL-5.8 pcF. Wind rsections based on MWFRS preset n•as. (J) honor connection not FOUnd In Inv@ntury File. For this onndltlon. Pr ovlde ewnneci ion. Trusc design per IRC sent. R802.10.2. 10.00 per non-concurrent bottom churd Ilva iced opplled par RNSI/TPI 1. LEFT RAKE 1'1"11 LEFT JIG - 7'8"7 RIGHT JIG - 5'?"14 DESC. = I SEC = 305473 PLT. TYP.-WAVE DESIGN CRIT-IRC2006 C /RT-1.00(1.25]/10( cOTY- 1 TOTHL- 1 REV. 7.40.1001 .10 SCALE -0.2R27 THIS ORHWING SHOULD Tr LL 25.OpSF REF SUPERVISOR: RE APPROVED By Fl EC)STEREO ENGINEER TC DL lO.OpsF _ DRfE 12-21-2007 BEFORE IISE. Br CL 10.OPSF ORWO BUILD -SHIFT: BC LL O.OpSF - TOT.LD. 45.0 sF 0/R LEN. 4 CHECKED BY: DUR.FRr.. 1.15 Joe !K -1236 SPACING 24.0" TYPE MONO Job; lq-1CJbJ -Lop Ter Not) lesyIl le - lo? JU cl orKsTon / 11 'lop chord 2.4 SP SS Hot chord 2x4 SP SS Webs 2x4 SPF 41/42 End verti..1, not exposed to Wind Preen,.. RII plot.. oro 2%4 ...opt u_. noted. Bottom chord checked for addlllenul 20-psf live loud in ureos ulth 42--high x 24'-mld. r, lao,.naa. Oef l cut Ion meets 1/240 Irvo and L/180 tofol Iend. ,-2' -, r_ 12 10 T1 3 I 12 n co ? co co c? 1 ?1 m -4 - --- ..07• -2' o, Rv=114piF U-100plE RL-23plF W=4• 90 ph ulnd 25r00cFtumoen hgt,'•RSCE 7.05, CLOSEDBbld196 Lounied onU.hero +n V r. P, CRT If, E%P B, uInd M OL-5.0 psf, wind RC L-5. psF. Wlnd ro.ctlona booed an MWFRS pre.sures. Coleulated horizontel dufleeiinr Is 0.16- duo to Ilvo loud end 0.10" dun to dead loud. See DWG GBLLFTIN0207 for more requirements. Trvss d..19, Fur IRC out. R802. 10.2. 10.00 per non-concurrent bolter chord Ilva load opplled per HNSI/TPI 1. Foster, roted sheothlnq to one face oP thla Promo. I LEFT RRKE - 1'1"11 LEFT JIG 7'8"7 RIGHT JIG e 5'5"14 DEYC..- it SEU s 005976 PL . IYP.-WRVE DESIGN CRIT-IRC2000 c iRr-1.DO U.zs /loc ONTY- I IOTRL- 1 REV. 7.40.1001.10 SCRLE -0.2556 THIS ORRWTNG SHOULD Y 7C LL 25. npSF REF SUPERVISOR: R RE FISFERED0 H ENGINEER EGi51ERE0 TC DI. lO.OpsF , pRTE 12-Z1-2007 BEFORE USE. BC DL J O. OpSF' pRWG BUILD-SHIFT= sc1-I- U.opSF TOT.I-0. 45.0 SF O/H LEN. 4 C H E_ C K E D B Y: DOR.FRC. 1.15 .100 4: R-1236 SPRUNG 211.0" TYPE GRBL