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HomeMy WebLinkAbout07040161 Revision Info REVISION / PLAN AMENDMENT For New Single Family or "Other" Residential type permit projects City of Carmel,. Department of Community Services Permit has been issued: vi Yes No. If yes, PERMIT #: BUILDER of RECORD: NAME: PHONE: FAX: 3r 7 3'17 73/8' D STATE: ZIP: '((... 7--7 g.- 260 BE METHOO OF CONTACT: f/3/((OSt9lJC, @ ORf'F5 /f~;I1E5, GOfl/) LOCATION & PROJECT INFO: LOT#: /39 SUBDIVISION NAME: ,L R /( t:'5/ pC t fil1/-<- (. ;:'.51/1 ff 5 ) SEmON: If ADDRESS OF CONSTRumON: 2-5 r.. 7 10/ IV ;'/1 /tb b ((. NEW SQUARE FOOTAGE OR NEW ESTIMATED COST NEW FOUNDATION rfPE: D SLAB 0 CRAWL SPACE AREA AFFECTED BY REVISION: :) '3 0 OF CONSTRUmON: If 11 () 0 . c 0 t:l 0 D1'({~Jv 0 POST & BEAM j;1(ASEME~~"\kOUt _ Y .lCf'l) IF PLANS'FOR REVISION/AMENDMENT ARE PART OFTHE MASTER PERMIT PROGRAM; NAME OF MODEL ANO-REFER' PLAN SPECIFICATIONS FOR THIS WORK: ~ "0. ~J ~ DESCRIPTION OF REVISION: :$ V flJ ~ 6C JI.1. PrtJbiTle.u NEW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE: BASEMENT 1" Floor 2" Floor 3 ' Floor Front Rear Porch Total Sq. Ft. TOTAL (Finished and SUI1I'OlYW\. Porch or of Garages 330 Unfinished Su n room /5'7 /73 83 c: ') "":,, For Single Family and Two Family dwellings, additions, remodels, and/or accessory structur~. ~~t- is valid only if construction commences 'Within 180 days of the date of issuance of the building ~~~ ~~~ ~~~~pancy issued) within 18 months of the issuance date. Class I structure permits are subject to th~~str~~~I~latm9iDa (See 675 lAC 12) regarding expiration timefram<$UlDJ&lg\I111i mJi' ef ~?on, I the undersiIZTIed, agree that ,any C?Dsn:uction, recon, snuction, enlargem=defl" ,ca~rpt).QJi.~f' ~ 51, or any change in the use of land or structures requested by this application will comply with, ~M<tV1U~bIY'tl;t~~rtt1 and the "Zoning Ordinance of Carmel Indiana - 199)''' (Z~289) and amendments, adopted under autM " I." ~ l iiStG~I1f1~tf0W of Indiana, and all Acts amendatory thereto. I also certify that only kitchen, bath, and floor d.r " cE)it. :h'ekdrtt~e eI. I further certify, under the penalties of Perjury (Indiana Code 35~44~ 2-1) that all of the information I have provi~ in this Applicati04Nta~acumentation is true and accurate to the best of my knowledge and belief, and that I have not knowingly or intentionally pi2ivided or omitted any information that would tend to hide, obscure, ,or otherwise mislead the Dept. of Community Services regarding the truth of the matters addressed, I also agree that the constructi6n will not ~e used or occupied a tificare of Occupan has been issued by the Department of Communiry Services, Carmel, Indiana. 1t/' ~:S-c>.: 1-1 C G/IL/t..C: Y Print ./,/0 + . Date OFFICE USE ONLY: ********~*****~******************************************************** ~/h5 asS e 55 cct w t){' ~7r1 nal.- , oj -:z q r 0 '<.-NEW INSPECTIONS R QUIR"ED: ?err>tV[ PLAN AMENDMENT/REVISION FEE: { 0 D . 0 ~ ADOrnON^,SQU""OOTAG" '3 3 . 0 n , ter i-NEW INSPECl10NS REQUIRED: '" .~-" ,.-. -,",- ~'''''.. -","" .. .." ~"" - ~"'~, 4!>li!,50 J ' ~ 14 .07 Reviewed/Ap ved: Dept. of Community Services (Date) S:Permits/FormsjPlan Amend Residential , TOTAL: Fee Received by: Oate Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT 51 OPERATOR: vdolan COpy # 1 ' Sec:20 Twp:18 Rng:03 Sub:LSP Blk:4 Lot:139 PARCEL ID ........: ZLSP139 DATE ISSUED.......: 06/15/2007 RECEIPT #.........: 25461 REFERENCE ID # ...: 07040161 SITE ADDRESS ...... 2567 TWIN LAKES DR SUBDIVISION ......: LAKESIDE PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER. . . . . . . . . . . .: RAYMOND H. ROEHLING ADDRESS..........: 11722 BRADFORD PLACE CITY/STATE/ZIP ...: CARMEL, IN 46033 RECEIVED FROM ....: DREES HOMES CONTRACTOR .......: ATTN: LORI BIRDSONG-HENLINE COMPANy..........: DREES HOMES ADDRESS ..........: 6650 TELECOM DR. #200 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 TELEPHONE ......... (317) 347-7300 I LIC # DREEPRE FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEWIBAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 57.50 57.50 0.00 0.00 IRESFINAL FLAT RATE 1. 00 57.50 57.50 0.00 0.00 IRESFTSLB FLAT RATE 1. 00 57.50 57.50 0.00 0.00 IRESFTSLB+ FLAT RATE 1. 00 57.50 57.50 0.00 '0.00 IRESROUGH FLAT RATE 1. 00 57.50 57.50 0.00 0.00 PRIF FLAT RATE 1. 00 1261.00 1261.00 0.00 0.00 RESC/O FLAT RATE 1. 00 55.50 55.50 0.00 0.00 RESPLAMEND FLAT RATE 1. 00 171.50 0.00 171.50 0.00 RESSINGLE SQUARE FEET 6,979.00 1101.90 1101.90 0.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2877.40 2705.90 171.50 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK 171. 50 9671 ------~----- -------~---- TOTAL RECEIPT : 171. 50 LAKESIDE PARK INST.#200500048186 LOT # 139 - SECTION 4 CITY OF CARMEL, INDIANA 2567 TWIN LAKES DRIVE :@ PLOT PLAN PREPARED DREES HOMES FOR HOUSE TYPE: OPTIONS: HARTWICKE- "F" 3- CAR 51 DELOAD GARAGE 24',12' CONCRETE REAR PATIO FULL BASEMENT "J x u ~ is LOT SIZE: CONC. DRIVEWAY: PUBLIC WALK: PRIVATE WALK: SEEDING: SOD: 13,889 SO.FT. 1,192:1: SO.FT. 515:1: SO. FT. 214:1: SO. FT. 5,387:1: SO. FT. 50H SO. YD. ~ 0.0, GRADE FLOWLINE/"", AS PER PLANS ". ,1,,",\ TYPICAL SWALE SECTION NOTE: BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTU~E(S) , " "i ~ ~ = ----------~ I \ I I 1'0/1 II ,I II \ I = = - = ~;., ~~ 'N we; ~ o " x ztJ ~j-C ;> . w i>: '" ~ o o = = ~LAAv = = ~[S = gg. R/W~DF?IV[ = 8-8~ ~ FRONT DETAIL OF TYPICAL STORM WATER FLOW PATTERN fOR INDIVIDUAL LOTS ---------- ~ = = ~ ~ UPSTREAM MANHOLE #536 T.C. = 913.77' --.... --.... l 'j, ,~~ """"""'''111 \", A'" 1111. ~,~ O~ . f t:!"> '/~ ~ ,." '1" ~ ~ ,~. .......... <"/- ~ ~'", .- STE -. -j/ ~ ~ ..- x"G\ R$: -.. ~ g ... <(' No 6 ... ~ ~ * !LS2030'0026} * ~ ~ ;, STATEOF l ~ ~ .; .... /IVDII\~~ .... ^'- € ~ \ _. f'\.. ~_ ~ ~"1~ .......... :-J.O~ ~///II Z) SUR\I~ ",>Io~ 1///'"'11111"'\\\\ "-.. ~ "-.. ~ A.L-- ~ ~ ~ ------ NOTE: - DRIVE ENTRY TO CONFORM WITH CITY Of CARMEL STD. - THE LOCA TlONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. ' - VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION ii 1000.01- PROPOSED GRADE 000.0 - EXISTING GRADE - IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. True Nfrfh 5urveyinq) LLC "POINTING YOU IN THE RlGHT DIRECTION" LAND SURVEYING & LAJ\'D DEVELOPMENT CONSULTING DRWN; OJ K JOBII: 07-148 ZONED: ZONING: SPECIAL DATE, 04/19/07 REV.' 06/06/07 SCALE: 1" = 30' 8055 WINDHAM LAKE DRIVE INDIANAPOLIS, INDIANA 46214 PHONE: (317).290-1290 FAX: (317).290-1293 SIDE REAR F.F.E. HSE: 915.9' F.F.E. GAR: 915.0' I F.F.E. BSM'T: 905.9' " d *lXIN~ j{) c:Kll Ol .~-" ~ ~ " !1 " ---l ~ ~ " 0 0 z " " . ~ w o ~ .:J~,--- "' - ~ ~ " i'; ~ :0- ~ ~ ;;: ~!i ~g .J.E5 '-i 00 2."" ~~~ =~f!i ~ffi'" ~c...S? !) -- " . " . I I --n- J z oj .f' ~ ~!z g~ ~~ ~l!5 ~~ "" ",i ~ I " " " ---il ,.,--- " " " ,9-,<;\ .0 , , D~ .-1>" \ <; ,L 5~ I W ~ I , ;., ~8 I "" I ~-' ,- I "' I:::) I , '" I ~, I I i", I ~. -~ . I / I " (/)0:: ~ ' I d / I 0 I I ;" w ^ ,,- 5~ III~ ~<{ I-- ' , !z " I.' 0 "'Z I~ W ~g ,,- I . IDI I b ::; ~~ ~c I i u" ~5 iii~ <(0- 0 ' I ~ ~~ I u" '" I ' ' I .' ---I --I I . "' c_ I. 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I "M-12r 0.9-12 6.0-0 6.0.0 3Drl['i2 3"MP.O~ I--- 6-0-0 6-0-0 LOACING (Jl~1) TCl-l 20.0 TCDL 11;),0 BelL 0,0 BWl 13.0 SP.A~ING 2-1}.0 Pll7le~lfrefe6!le 1.15 LlJIYlberlnullsll8 1.15 Rep SIr6S'5 !ncr YE~ Coda JRC2003ITP12002 CSI Te D.22 Be 0.25 we 0.19 (~h'Ix) LUMBER TOP CHO~1:l 2 X <4 S'(P 1'1\1.1 E!O'l'CHORO 2:X4SfPNQ,l vJEBS ? X 4 SI'P No.3 FEAC110N5 (In/size) B::41910.:~_e, [)o<.II791O--3-6 Mo'Q HorzB~.S1(load case 7) MaxUpIl1'tS....'5.4(1clld (;859 6), D=-'~OCl3d ~8e T} fORCES (Ib) - M<IxIrrMm C""'l"re,5,gcniM&imtltn TBtlslon lOP Cl-lORO A.B:O/19. 8.Ca-1087fJ"", C-O=-loem84, Q-E:=(lI19 WT CHORO B-F=-241193S, D-F"-241me WEBS C,"..94f555 DAVIDSON LUMBER 44-+ ZARING I4J 002 -~--'" DREES\MARK. 1'CIORMl G04~ Job Rd~MI'll:e follllQonll 62005 1J1132005MtTek~IriB,11'le.. SBlFooO"'O.14:3J200f;fPoigel 1240 6-1).{) 1'2-9-1~ 0.9-12 iaJll=,'n ,~t1 MT20=- c '~ '~ ---~~~ o .3...~ "'120.::. 12-0-0 E;.ll-O DEFL. V~fJ..L' V9rt(YL) Horz(Tl) '''''' >999 ".. ,," pLATES GRIP MT20 20114'100 Ud 240 100 nI. In (IDC) D.D-1 B-f -0.099-F O.OB 0 W~9ht+llb BRACING TOP CHORO Slruttu~ Wl;l(ld Sh~1tI1ng d1rect1y appllud Of 6-0-0 tle pumna_ BOT CHORD Rigid cdlny di!'e(:lly 3pplll!d or 10-0-0 oc brucJn[J. ~IOTES (1-6) 1) UnbBlenced roofll...~ l(lod$l'I311e been consklafErd for Ihls d8~n. 1) 'Mnd: ASCE 7..02; ~Qmpn: M2.Sn: rCOL~6.0pst: BCDL=3Jtp$f; Calegcry II; Exp C; Cl'ldOs.ed; MWFRS gable end zone amJ C-C ElI1enor(2) .mne; C8IltlI8var left and righl~~st'd: lumberOOlc1.6D ulaIl1ariyD0l.=1,OO. Thl81nJs.';~1k*,~'0f c.c TM roombe.t!l8Jld r~, ;:J)"IdfofMWFRS lor l'Ilsdloos $pel;IfIed, "J) Thb ~ htI~ bean dedgned lor a 10.0 pa b9l\Qn'l.:hord IIWl Iced oo~nt:IJl'rtm w11l'l81f'l 0Vler live loads, ~l Seanng ;!ltjoln~6l8, 0 oonsldsf'5 p;rralld lop.. 't$/U8 U8!ngANSlrrPJ 1 Mgla 10 9"BIll1ormulo. 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ThJ.s \rus.$ is ddgo~d in ~M'lRl8ncawlth lt1e 2003 Ir1l1;n'ltlli:lnal R~llentllll Coda wd~~ R502.11.1 and AB02, 10,2 ~ ~ 9landard ANstlTPl1, .$ ~~ /~\$i P.Fii:.....~~~'",., to)lflhl:ln~leectl()ll6shoWnonlhe"MaxUPllfr'lmtAlhe"REAC"ONS~~D'lhIsarawlngaroftlfk>ad~J.4,S,6,1,e.orDlho'lU1I1'YAA!lIt16 $0 l'~"(; '() .........,.V ~ reP.llIQfwil'ldIt/.8dC88DllandU1il"ProvidBmcdll.~n\C!II~noootloo...I[l". ,wi~I'Id~lbuplltl_.'noI,In\hoo~NOTES-sedIonotlhlsdrawir1Qmt:I'Iba ~ ~ i \. ~ di~d!odwher!l aaledl: ofU19b1.lIIdltlgoxletobflJlHIawnnc1londoc$f1IJl r~Sl.IIIIn1l'l8mqulrem9ntofroof~. ~: No. , 11)/\IIcoolInuoUilBlernlbrge*$I'TJ.lS1~l'l!'~eaKlpnlVMIIa19r.!llrTD~ent!)ftneDrBCell'Bllb~~buddelnIhIlSBtnlldlredion.SI!'lIBCSI-1 =; 609104\9 ; = Bunrllng Comporu:.111 S;;d"eJy Ir'lfoImaIIon and bultdlnll ~ ~qub'emenla. = l j f5 E LOAD CASElS) SIBnd<lrd ;. :t STAiE OF ~~ ~ \~'YJ!.i!'~~:~,l ";\):S'ON ~\....:\...,\ "1 \\\ ~/JI""1\'\\ ~ . MA Y2 5 2006 _. 05/30/Q..L TI!E.06: 08 FAX 317 738 3001 DAVIDSON LUMBER ~..H ZARING 141004 JOt . -.-r'TlOIiEESIMARK"'C'D'"'0"" . .Jo~RelerllOOl(QPlI~_ ~,ZOD 5 Ju1132l105 Ml1'ek ImluWi8i, Inc. S;!\Febo.l1o:t<4:272000 p~ 1 '--'~'~"T'" ~~~tG04J'~ . ,_~.~~LLEY $lock 8u~air'l9 5upply, Forn~in IN ~1J'\ f- 2-11.1 2.6.1 5-4-1 2-6-0 S<;;;,I~-lU ~K<I M12D'" /~ ~.- " // ~ V // sTl ", ,.~ / //-'~ ~ c /~/ ~~ ~ 6.00[12 CSI TC 0.05 Be O,OJ v.a 0.02 (M31J'i);1 ]d MT2lI II 5-4.1 5...., DEFL ~ Qoc) 'do' lld VertfLLj "" ", "" IIcrI(Tl) .., ", '99 HI;II'Z(TI.) 0.00 C ,.,. "', h.lAT2.D~ :;>v4MTIO~ f- l.OADING (pal) 1:CLL 20.0 TCOl 10.0 Elell O,Q !ICDl 6.0 SPAONG 2M PLalll5lncrea.s& 1.15 L1..Irr1lerlnCTeaSG 1,16 Rap Slnfli:5 1..<;( YeS Cod"IRC200:JITP12OO2 pLATES GRIP MT20 24-1/190 Welghl:161b BRACING TOP CMORD 80T I:HORD Slructural wood sheali'llr'lg lIraclty epp1Jed or.(i...4.1 ot; pur1lns. !{1!1id tdlrl!l' t.lIt~'Y applied or 10-0-0 oc~. !.UMBER YOI"' CI10RO 2 X.4 SYP NO.1 UOTCHORD 2X4SYPNo.l OTHERS 2X~SYPNo.3 I1EACTIONS (1b/slzSI A=78/5-4-I, Cc:7B1~.1. 0-141).15-4--l MB:(Hor?:A:,-13(103d C8ee.4) MilK UI'IIflA:::.2B(IOad C8!le G). C=-30!1oad C<lse 7), D''"20(10611 c&&c 6} FORCES (liJ) - Ma~'Om Compreli~KlnlMaldlTllllT1 Te~iofl TOP CHORO A-81l.371J1. e-Cc..37131 I~OT CHORD ,11,-0-0114. C-O:::()!i4 't'JE9S S.0==-1011190 I~OTES (7-ll) I) Unbalan~ roof"~1!! Ioada!'lave been oomlder\ldfvr lhIs o:teslgn. ,!) Wini;!; ASC'Ii 7.02: .mtnpn: h='2"C TCDL=(I,Opsf; 8CDLII3.6pst; Csteal;llJ' II; e~ C: 6fldoood: MWFR8 gi,lble end zone and C-C E:.\r;njQr(2) p'l1'Il'lj ~Ihewr left aM noht e)Q)059d; l",mm OOL='.BO plela gJlpOOl=1.60. TtVsII'\IMIIlde6lgned lor C-C IQrl1'lt'mher~ and forces, end IorMWFRS lOf reaeUom _. I) ThIs b1.a4 hCS beefl O6lllgned 1m Ii 10.0 ~ oollQITI d'!otd JIve load nan~l wttf'I any alMr IlVB Iomh;. 'l) G#lle reqUIr8B condnuoU5 OOftom o;hO'r'd ~1'lQ. i) ProvIde mBdlilTl'CiJI~ [by flU'l8rR) of InlBlIlObearfng pJo1le t.ap9ble ofwllhmandlng 2i11b wplll\.aljohtA, 30 lPuplfll M!$'d.C and 20 10 up/lfl iII):llnt O. 'll this IMl& Is deilDr1tc1 in .xtOI'(iMalr,1lh me 2.003lmemallonaIR~lIenIIBlCodeseaion$R502.11.1and~802...10.2 :and ~rerel'lCed alandord ANSIITPI 1, ')IILhe negatlwfWl;lio.,s $t)OWn Ol'llhe 'MaxUpll1l" Rl1$oflhR "REACTlOtiS"oocUon of\t1i$dr.Ywir'19 are 'Drlood~$~,". 15. 6,7, II, or91hen LMyIlll"O lhll msull orwlnd~,;;a~ ~Ih9"Pfovloomschilllk81c:(lnneo'!lon "10. wII!'t$\ilw.t)O'.;X~upllft ~noleln ttIe "fIK)TES. 5edlonuflhlsdmv.'f1;j~b& d1&mgardcd 'I'/I1t:r'l: a tlled{ or Itle bulkllng code roof lIe-IlCi'Wl'l sadlon doll~ 001 rewIt in Ihe requirement ofrQQl" lid. ~) All to;mllr1uOl..!! lbIeralt>r8ce3 mulll.be FlJslnlined Iopto!vetIl !aleral mIlwmrnl of l~ btace Ir all brnc&d mlll1lber-s blJekJe In lh8 sam; dimdion. ~e aCSl-1 Bt~lding COrnptlO!lltlSatBty Irtormatlon and ~UJldtlg d!Slgner reQulll1~. l,QAO eASElS! $lBndard \\\\Hlllll'I'1I1 ",,\\1. L Hfi1tv."I", ~',.,..'Q. '{ ;.................. .s...; _ '''' S',?;jv...~ti>\STeqf;;:;:..~ ~ !J;?/t?: 0 \"t-o- \ ; i No. \; ~ 1 60910419 j ~ %~\ SiAiEOF jlE! \ '-....-.!':f.9.1}.~.~~ ""'f, 10NA.... r~ ~AY2 5 2006 -_ 05/30/06 TUB 06,:08 FAX 317 738 3001., DAVIDSON LUMBER -H~ ZARING I4J 005 :~~GC4d ~ -~- IOd;E!Ii1L111'1ij5\'PP~;~~j1- ~n.I~;~ VAlLt'Y ,----_. ',- 1: r 1 rREESIlAARI(.'lClIlR.'GD44 " .. ..I!>bReIllrer\OOl~ . 5.200~Jul132005Mrr;:k~lrlll!,tnc. S.dl=eb0<41Q:l-'1:302DOO ~EI991 5-4-1 5-4-' 10-<1-1 5-4-0 S""I'~ ~ 1'11, ~~ijMT2D= , //1 /~~/ 'V- / // / / /;: ,/ /~ 5Tl ',----- ", ~ " ~, ~' '~ ~ , ~ OOm" ., .~M'rnl~ I.OADlNG (~:;f) .'ell 20.0 "CDl 10.0 BelL 0.0 HCDL 6.0 D-- lJ" ,,- SPACING 2-0-0 CSl PIal~I!'tO'P.3se 1.15 TC O.HI lllmb~'ncre9Se 1.15 Be ('),10 RepSlJea! Incr YES V'I'9 0,05 _ _ Cod! IRC2003ITP12002 ~~lI1lC) 2Io.4111TI.Oll 10-8:1 10-8-1 OH1. " (Ioc) VdoJl Ud PLATES GRIP VM(~l) 0" ~. '" ""ZO ;2441190 Ve!'llTI-J "'" ~. ", Hof21TL) 0.00 C "" 0" W~hl:J51l ~lt4Hi20";:;' LUMBEA 'iOP CHORD :lX4 5YP No.' 130TCHORO :2)(-'1 SYP NQ,1 OTH!;RS lX4SYPNo,:J pMCING TOP CHOi\O S~llI WOOl! 6heall1!nil d<<-dlv app/l8ll or 6-0-0 Ql; pur1tno. BOTCtiORD Rigid~b1g~appti"dotl0-0-0oc~no. I,EAC110NS (Ib/::;i~"l A..14B11lHl-l , C=14B/l 0-8-1, D_3ll'1/1 o-$-' 1Jla.H.:,rzA-J1(lgad~~4) Mllx lIJ~lfI.A=...47(fo~ I'$! B]. C-S3(load ~ 7). DIl-oottoad I;;<)~ a) MexGravA=15::l(loadC!lB8 10), C=153(l1;1adcase 11), 0=3fJ4(!g;lJO'C3SE11) fORCES (Ill) - Mulmurn Cornpm~IoI1IMaximl,lr]1 Ten.elon (OP CHORD A.i!....'OOf63, !H;=.1(l1)1tl3 30T CHORD A-OIOJ40, C-D=OI40 MBS 9.01.2821169 ~OTES (MI) 1) U~3noo:1 rtlllf IIvu loads have~am5ldernd fot \1'IL! desIgn. 2) 'Mod: ASCE Hl2; fIOrnpl1; 11=:251l; Tl::ot."G.Opsf; BCOL"'3.Bpgf: C91Dgoryll: E:.rp C: 9Ildos.lld; M'v'V'FRS gable and IFJne;ll'ld C,C Extertor(2) z:ofle; m\tIIewr left an!! righll!XpOlilld; LU/tlber OOLlll.60 plme .llri~ OOl.1.60. Th\&.1r\I$$15 d6Blgned ful'"C-C rgt.rembefs andfQtte$, and for MWFRS f\)(~dlon.!l ."."""", 3) Thl!llruSll h<t$ ~I d~ for a 10_0 psi bottom ChOrd Dve Joed nmc:oncumml with QrlYe~ IlY8 loads. 4) G9b1e mjIl~(tJtlUnuoull bottom l:hmI~. S) Provide' mMwt/CB1 ~ (bylllhllr!r;) oflnJRi to ~ pJale capabllt ~'WI\t'I$lanaln0471b uplil\>1ljolntA. 53lbup/1ft l1tjoinl CMd BOIbUJIIifl.~JoII"1l. O. ~) Thl~ 1l'vB& Is !!IISIgr..ed In BO;O~wnn II'Ie 2003 1\1k'n11lllel\8l R06kl8nllal COde ~0I1l3 R502.11.1 and R602..10.2 imd referenced slSndard ANS1ITPI1. 7} ITlt>tl: neg&1lwi 1BIK.\lQn$:;;ho-NrI M1Il1l1.mlUplih"1imI Oflhe ""ReACTIONS. SK1IOO or1hlsdrirwing ~e:foflood~" 3.4,5,6. t, 8. org 1!ml\he)';!l['81hl1 IIl&UU orwlnd [Q;Jd ~ses"nd 1tJe"'PrtMde rood1~ ~on. ,'\e-.. \'rIlhlllSod)(.lC<1/l upIifI..- nol.eln me 'NOTES. eectlon of lh~~maybe \\1111111, dI,!;reg~.ro!ll!lchedlorlhebuIldingCDdEIrOClfUe-doWn~ooe8oo1re5lJllin\tle~u1rementoflWfl)es. \\\\\\ H~ "'" e),AlI~ntIr)uou!llltel91 ~rT1LI$lbeftlSttaloetl to"",,~\llIterB'~oI"lh~tlraeeIJBlbrn~t;fmembefll~I"lh.2mlll!r8cllon. s,,,eCSl-t ......\":-,~ \... c;;I'vs."',,,- BuJldlngCornpon911IS~lflforn'ls\JooBn<lbuil6"gd~!I~errllQUi~. ~...<() ...,...T......... ~,.~ ~"" 4(>\5 €111fJ,,--"":-<i "- LOAD CAS~SI Slmldard ~ 0 l ~ v \ '1, ~ :; '--:J! No. '": ~ ( 60910419 ! = ~ li\ STATE OF ~. g ~ \ / ~ ~'"~~,..(~~~~~~ ,~$ .,'I"'~~~\,\'\' r~;r'"' MAns 2006 ~