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HomeMy WebLinkAbout07030169 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: V Yes No. If yes, PERMIT #: () 1 0 ~ () / b 9-' . BUILDER of RECORD: NAME: I PHONE: '3/7 3'-17 73<20 C fAX: 3r 7 3'17 73/8' 260 ZIP: '(f...7--.7J'- BE METHOD Of CONTACT: ;t/3/(wscwc,. @Ofi.!;1i"5/-fCJI1D, GOM LOCATION &. PROJECT INFO: LOT#: /;J. SUBDIVISION NAME: /-p/(,fJ//?C ;J fir< lot. {. J:57Jr.lf J ) SEmON: Y' ADDRESS OF CONSTRUcnON: 2 (.7 Co Ifk47f!xll N I!' {) R f'flRK OJ<{(}i: NtJ//TH NEW SQUARE FOOTAGE OR NEW ESTIMATED CO~ NEW FOUNDATION TYPE: 0. SLAB 0 CRAWL SPACE AREA AffECTED BY REVISION: 3 J 1... Of CONSTRumON:6" f$"(.<!);!),Ob fI DDln", 0 POST & BEAM ~SEMENT (W Ikout,Y k1'I) IF PLANS FOR REVISION/AMENDMENT ARE PART OFTHE MASTER PERMIT PROGRAM; NAME OF MODEl A ':.~lftl '" 10 OF PLAN SPECIFICATIONS FOR THIS WORK: iF'~ ~ 'G ~ ~ ' DESCRIPTION OF REVISION: UM!<.I!)C>M Prl>blT1c>oU ~~- \ ) BASEMENT l't Floor 2" Floor 3 - Floor Front Total Sq. Ft. TOTAL (Finished and Porch of Garages Unfinished /5'1- /5g .j/~ NEW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE: \iO{l For Single Family and Two Family dwellings, additions, remodels. ~dJor ac& 9!lie~i~lil!t\e~~y if construction commences within ISO days of the date of issuance of the building permit. an~ \I~~GlP'Occ. . <:\I) within IB months of the issuance date. Class I structure permits are sub~ect to the General. 'iJ{,Cive ~~i~ fi) ~~ (~'6\.c 12) regarding expiration umeframes for begiI$\llg nd ~~cr.~~b~ ,\O'N L the undersilmed, agree that any C?nsn:uction, reconstruction, enlargement, reloc~~atiofl6~cture, or any change in the use of land or structures requested by this application will complY-..yith, and COnfOrm~~'libilSie ~6.iik !;tat~ctlIndiana. and the "Zoning Ordinance of Carmel Indiana - 1993" (Z~289) and am~dments, adopted under authority of LC. ~ ~,~al~\.~'\oYthe State of Indiana, and all Acts amendatory . [herer.a. I also certify that only kitchen., bath. and Eloor drains are canne c hYsamtary sew\1: ~ 'f funher certify, under the penalties of Perjury (Indiana Code 35~44- 2-1) ~t all of the information I have provided in this App 'cation and other documentation is true and accurate to the best afmy knowledge and belief, and that I have not knowingly or intentionally pro~ded 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 constrUctio-n will not be used or occupied . a tiBca.te of Occupan has been issued by the Department of CommunitY Services, Carmel, Indiana. . ~ ~~c>r 1-1 c Gr,ut..~Y t/8'J0i7 Print Date I ! SrFF~~E ~;~ ~ Y: ****~~rt~\~~\*'**~;****************************/*~*3*********'!'******* ~ -NEW INSP ~_rS.._REQUIRro: y.eMW' PLAN AMENDMENT/REVISION FEE: ~ S 0 p 0 er' ADDmONAL SQUARE FOOTAGE: _ _ oj .:<'0 NE\V INSPECTIONS REQUIRED: (~85 W}~~~I)1,J) (If addltlonal Inspections other what already remain on the sting permIt are qulred.) TOTA --: A. J:L I (() q · tJ0 -0] /A ~ . I 0- (Date) Fee Received by: !Date Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolah COpy # 1 . Sec:20 Twp:18 Rng:03 Sub:LSP Blk:4 Lot:123 PARCEL ID ........: ZLSP123 DATE ISSUED.......: 06/15/2007 RECEIPT #.........: 25460 REFERENCE ID # ... .=.-JD-O-J-rH-&9-i ---' SITE ADDRESS ...... 2676 N HEATHERMOOR PARK DR SUBDIVISION ......: LAKESIDE PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER ............: DREES HOMES ADDRESS ..........: 6650 TELECOM DRIVE, STE 200 CITY/STATE/ZIP ...: INDIANAPOLIS, 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 LIC # DREEPRE FEE ID UNIT ---------- ------------- IRESELEMTR FLAT RATE IRESFINAL FLAT RATE IRESFTSLB FLAT RATE IRESFTSLB+ FLAT RATE IRESROUGH FLAT RATE PRIF FLAT RATE RESC/O FLAT RATE RESPLAMEND FLAT RATE RESSINGLE SQUARE FEET QUANTITY AMOUNT PD-TO-DT THIS REC NEW,BAL ---------- ---------- ---------- ---------- ----_.!..._--- 1. 00 55.50 55.50 0.00 0.00 1. 00 55.50 55.50 0.00 '0.00 1. 00 55.50 55.50 0.00 ,0.00 1. 00 55.50 55.50 0.00 0.00 1. 00 55.50 55.50 0.00 0.00 1. 00 1261.00 1261.00 0.00 0.00 1. 00 53.50 53.50 0.00 0.00 1. 00 169.70 0.00 169.70 0.00 6,897.00 1078.70 1078.70 0.00 0.00 ---------- ---------- ---------- ---------- 2840.40 2670.70 169.70 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK 169.70 9670 ------------ ------------ TOTAL RECEIPT : 169.70 " . 8~ B ~c ~ z;R ii!,. r!: ~ ~~ ~n~ ~ i'\\SJ\ i'[ ~,~~d: <(N o ~ N . Ii .i ~ 0:: <(- .. a..-U)t<> W"-! wl--- 0<(...- U5"'-o w(/)~ ~w <( ---I WXINW,j() cK}1 Ol .~-,i O! ~~ ,~ ~-~ ~~ <-i . ;;C.O ~~:;:! 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'" I IB ml>B909 ! ~ g~ '1' g~ " ,. :s J " ' o 8 ~ 110 Oi~ . ~ II~ "~"~"1":--"-"--~"i ::~ c;) "'" - II" ~ I~ en Irw .\I-,Ll oeor r .0 .9 .0 ,9 05/30/06 TUE 06 ;.07 FAX 317 738 3001 DAVIDSON LUMBER -+-+-+ ZARING I4J 002 ~'_. -.ITN" Om~1G[)JI'" ~ sDcJ(9<Jno1lngSoPP/y "j:,,,nkr'l"lJN46'~1- ~T~' SCISSOR -=r~ DREEsV4ARK.1\C\ORMtGo.14 .,lob Ref!'r'e1'H:8fOlll1onF>l1 ! 8200:;; v113.'lOO5M1Te!ttndU$Iri~.I"e. S9\F~0410.14:3J20c6P;r.ge1 I.O,\>-12! 0.9-12 6'()-Q 6-0.0 ".()-O 6-0-0 ! 12-9-'::' 0-9-12 1'"~1~"'1'1~ .1lOMT2C=- c '''lIT ~___// /// /// ----------------- // ___~ .._------ 7,.:lATro::;; // ::.-----------~ ~ y,gC----- c:/~ '00", ~ ~~- ~----- ~ -~~ 3~/<lPO~ I-- 6-0.0 6-<)-0 l2.Q-O 6.0.0 ~~A~'~~ ("q "TelL 20.0 TeDL 10.0 BeLL 0,0 BCDL 6.0 LUMBER TOP CHO~O 2 X 4 S'(P No,l Eer CHORD ZX4Sr'P NQ,1 'NEBS ilX4SfPNo.J SPACING 2.0-0 P1a1o:'~h'efe8!e 1.15 LumberlncrealMl 1.15 R9P Slrass !Ila' YES Coda IRC2OO3ITP12OD2 OS. TC 0.22 Be 0.25 we 0.19 (r.~ltiX) DE.FL In V!rtILl) O.M vlm('tL) -0.09 l-Iorz(TL) Q,09 ~OC) L1lJefl IJd B-F >999 240 B.F :.999 160 (] nfB nla pLATES MT20 GRIP 2.tl4l19t1 Welght4'llb BRACING TOP CHORO BOT CHOM SIJuttuTaI WQ(ld ~eslflhg clIrBCtly appHcd Of 6-0--0 oc I'Uflloe. RlgJd ctlllng ditecU, appllel:l or 10-0-0 IX ImJdna. FEAGTlONS (ItlIslzlI') B=479/0-3-8,0",.II781O--3-11 Ma1:H0I28"'.S1{IOlldC8SB7/ MaxUp1lftSw-15<l(Io9d 1;8511' 6), 0=-154{1a3d ~se T) fORces (ttl) - MRlI1fTd,m CDmpr=:riDnlMSl<imum Tenslon lOP CHORD A-El=tl/,9. 8.C..1057138of, C-0=-10t!l7n94, 0-1:0:0119 wr CHORD B-F::..2.111J93B, D-F<>-2411938 ~'r'EBS C.fi_.9.4f555 ~IOTE3 (1-1J} 1) Unbalanced roof""": loal,i$l'I3l.re been conllkleflld for Ih!s d9~".... 1) INInd: ASGE 7.02; !>OJntI!I: /'1<125/t; 1'COl;06.0psf: BCOL=3.ijp$f; category II; E:.Ip C; cfrd.o$ed; r-.nNFRS IJ6b1e end zoo", and C-C El<tertor(2) zone; !3nl1lewr 18ft tmd tighl elqlO~'11 : lumber oOL"1.60 pialii' urip DOI.=1.fID. TIm 1rlIu)s d~gr'ltd for C.C ror menbers end force.!i, ;If'Id ro~ MV'JFRS for IlIBd10ns $:pedfle<:l. ~) Thb tnJ"" hfI~~een c)allilPl'd rvra 10.0 ~bo;l\'klmd"lOl'd Ova load nonc:oncutrt"m Wllh t!l"'lolherllwl0ad5. 4) Be:lll1"ing stjofll!(s) B. 0 conskle/"S jm'iIUd 1op,'f'Plll9 ualnUANSlfTP11,Mglelo gl'Bln 1omluIa. Buildlni~i{JtJer shooldwrltycapadtylO'ft>cOlrtll'1 :Ulrfaee_ ~) p~ ~nIcBI con08Cllon (by olhe~) oJlJU!;!;b)be81InO plll18~i:lle crfWilhslandlng 15<11b upllftatNint B ~rod 1S41b_al.lo1nt O. E,) Thb lrus~ 15 deD1lInlld In ~ WITh lhe ~ lnl8mellonal Rr,;ld~ Code ll8dIons AS02.11.1 arJd RB02, 10.2 arnI"'renC9d standMl:t AN$IlTPll. .) If the nege\NQ 11l1lcllomshO'M1 on the ~M~ upmt" IlrIe oflhe "REACTIONS" lle1:lJon ofthlsOrvvmoimlfotla3od C8688:3, 4,5. 6, 7 e, fK'3l1'1~1'l1!ley IlnI the rB!;\J1I. of wind load (a~ lInrilltJC: "f'rOvid8 medlartlcal ~, ,~Io",. wlll1ll18ndJC<X III uplift. ,. ntde In 1119 "NOf.:S' $~af 1hl5 r:Il'l1\Mngmsy be dlsreoardcd wtJl!:rcI ,I etle:d!. r;H Il)e bulldlnq rode roof ~ 1I:(:IJaj does not resullln I~ r~rement of roof 1185. e,j AU tonllnvoU!; l..Iet:1l ~l'aOe5 mulil. he relllmlned 10 p~l ""~a1 mo\llllTl9Jl\ Qf \00 ~ 1'311 bJllCold members buddl;l ir'IllI~!;3M8 lllredlon. See BCSI-l Blliklin9 Com~1 Sllf81y Inl'oonollon and tlujJdk19 ~IQnef requlrsmenl$. \,,"111111"1 :\","\\~i L. H~/....:JIJJ"'I _, ~~' .,....-.. "05'''_' .t ~~.j""'e\ST&Ii€'" ~~',::- ~O /'# O"'~"1-~ ~....,! \ ~ '" I No. \ '" :: i 60910419 ; :; - : E - ~~\~STATE OF Jill, ~ /J. ~I , ~'Y.e.I!:~~:'.(j ~$ ""'" YONA\. '(:)~...' y;~~~~ 15 ~6 I.OAD CAS!;I$! Sl8n>'hIr1;l 05/30/06 11m 06:07 FAX 317 738 3001 DA vrDSON LUMBER ~H ZARING I4i 003 , , jOt, . -' -I"'" Mr!'1GD44 ___Izz ___ Sloek Bl.IU(llng Supply. F<1Inklll1 IN4S131 Tr'\leaTYPi . ~Qly Ply OREES'oMARK-1\C"OM1GD.4lI 1 1 JotlRererencef~ -G.~OOsJi.J 132005 ITck fnduli1riee, fflC. SQtFeb0410:1.t:352~ P<lfiIf'1 GAB~E. 1.{).'.'2( 0-9-1.:2. 6-0-0 6-0-0 12.~ 6--0-0 1,2-9.121 0.9.12 ~..1:!1, J1~MT20= , 'OO~~m a/Sf> ~A~//I '/ 1/ / ~ H ~. ',- '" T 3~l(T20::: :l~U120= C51 'I'C (ll)4 Be 0.02 we 0.02 (M9Irlll:) 1.2-0-0 12-0-0 .'FL " (100) .... Ud VElrl(LL) -0.00 J "" 12. V"rt(Tl) "',00 J ", ., Hotz(Tlj 0.00 J ", ". .1 I--- t OADlNG (psI) Tell 211.0 lCDL '0,0 EIClL 0,11 ErGOl 6.0 [- SPACING 2-0-0 PIaIeslnttesMI 1.15 Lumberlr1(;flXl$Q 1.15 RepSlresslnc' NO . ClXle IRC200Jf1'PI.~D02 PLATf::J GmP MT20 244J19O WelgN:56lb tUMeER rop CHORD 2 X -1 SYP No.1 [lOT CHO~D 2 X ~ SVP No,1 ()THc~S 2 X '" SYp No.3 BMClNG TOPCl-tORD BorCHORD SlnJdurolwood ""'l!::alNtlg dll1:!dty SPillkxl or 6-0..0 oepurlll'l&. Rjgid~iI'Igdirecllyllppl\e{:lorlO-0-00t"bl"l'>Cil'l[l. rIEACTION15 (!bI-*!) 81:>125/1240, ""'125/12-0-0, Q=O!lf12.o.0, P=00I12~, 0=86112-0.0, R_129/12-O-11, N=9at12-0-0, Mc:I!'6t1Z-o-0, l-r29112-0-0 M;.vrHol'% 13_"51~load ca~e 7) M2llI UplillB""--'I~load cau G}, J=-51;l(IDl!Id case 7), pCl..:3~{toDd =e Ill, Q...45(101l1:1 ClII1e 6). R=-5QllQOd tl!I:!oe B). N.-37(toad case 1), ~=-4fi{load case 1).l=-~O(loiJd <;;!I~7) Mal( GravB=12!1(J"/iI~!;OI51: 1), J=125(loadr.aS9 1), O=8ti(lo.-!d d~e 1), P-101(loed case 10), O=1l8Qosd c.aBB 1). A=1:211(!o~d c;:<I.:;c: 10). N=101lloBd case 11), M=BB~o9d la!Ie 1). L=12(1(1o;td case 11) "OReGS (Ib) - ~T'llum Comprmlon'Mexlmum Temp rop CHORD Jl..S_llJ20, e-t-....l'l12S, C-D=-30'49, O_E=.27f7!l. E-F....2eJ112, F-G=-2!l1112. G-H--27ne. 1-1-1=-301"'0, I-J=.JII/20, J-K"W2D nOT CI-IORD El-R=')156, O-R=Of611, p.Q:=O/6l1, D.P.OI06. N-0=0/66, M-N=DI66, l-M"{),'!'j6, J-t.=OI66 VVEBS F-O= 11/0, 1;;-1='=.64/61, D-Q"-7316D. c-R=-l()olJ{l4, G-N"-&l/61, H-M=-m9, 1.L,=-104fB4 'JOTES (1o.11) '1) Unbalanced roof JIv9ID9d$htlvttl!1!fl oonsldemd I'orlhbodesion, :!) VI1nd: ASCE T-CZ;!1OrrIpIt; fta:2Slt; 1COl.c6.Or;st aCDL=J,Bpd; c;atlIgof)' II; EM:D C; am:l/il~: MWFRS gllbl& end zvnv ;md C-C ~t12) zona: canlllewr 16ft. and noM e7PO"!d ; LUmber Ml=1.GO plBt9 grip 001.=1.50. ThlBIIu58Is designed for c.c fof memberu endfu~, :md ff1( MWFRS to( reiJd/onli spcdfled, :1)Tru$S d~l'ledlorwlnd !usda mltwp\<mvoflhoIn1uDrtJ. FDrEludli~I.O'o.I.Wl (normal 10 1h8rlQ),~9CSI1 sndbulkllngd~grwr~ts. 'I) ThiS lr\m ~IJ been daalgnadtur 0 10,0 v.;fbOl1Ml dlard Bve load nonl;l;lnQ/I'reIlI \MIl any oIher Rw loW$. ]i).AJI pl8l8 are 2xA NlT20 IlI1kw QIhOl"'Nbe 1ndiI;31ed. II) G~ble requlrDfl comJnuou5 bonum ltIord ~rmg, III .'} Geblfl ~hJde ep!lC8d at 1+0 Q~ ",\\\\\\1 "'11/1/ II) ProvIdemech9nlc8l connmlon (byQ(h~S)O'b1JMIDbeal1l1lJ"IaI11l;al)AbI&of~landlnll4&Jb\lpflft3(Joirl. B,58 lDupUtLaftolnlJ, :l91b llpln81Jolntp', 45 ,..\\..). \." HIEIIv.~'.."''- III up~t'1 Bljolnl a, 50 Ib \JPIi1\ "'joJnl R 371b uplm BLJoInI N, ...51b 1,I~81JolnLM and5111'tJ uJ,llift ~tjolnt I.. ~ /f<'(~....."""''',,, UA _:J'",=, !l) Th\!;lru.si$de"'.Jgnedin3.~menoowlth 1he20031111:emmional Re!lllenllBl Codnodi\;ln$RS02.11.1 andR002.10,2m~~etand!lfdANSlfTPl1. $~.:,V ./.(!}\SiEAr;;.... .~.... ~ 'O)lfIhCl~fe&c:::tlOnashoWnOflIha'"MaxlJpllfrlln6rAlhe"REAC"T10NS"~gflhll',dmwlngarnforloitd~3.4,S,6.7,8,or91h&<J\t1~_ttlfl So /<:t-((; 'o"\:..._.....,?- ~ ~~ Qfwilld!bad CSSflllSnd lhe"Pmvidll ~alnneCllDO. ,"ID"" v.ithsWldXXX Ib uplltl_." not. In the ~TES- sec1Ion ot1hlsdJ<lWinIJ ~be ~ ~ i \ ~_ di~dedWhel'tl8c1'red1:ofltMbl.l/Idlr1gl;Ddl!totJftllHlownsecllondoc$no1~~sullr.lh8mquIr9m91rtDfroarlil!!5. ~: No. \ 11)Nlcool1nuOUilEllarsltH"aen~De/'l!'.sl~to~laln~~CltlhebreCQrrallbra~~I)udI:IeInIheNlme~illn.~BCSt-1 =: OOgl0419 !: I :: aullrlfnl;l CompOJll:'n1 S~eIy lr'lfoJmaDon end bulltlb111 dll-slgne:r r~qullementa. ~ ~ ~! , = LOAD eASElS} 51andard ;. ~\ STAlE OF J ~ ... ,-.. I 1":- ~ ~.....!NDIA~!"'~..'" S: ~ ~ ,,,,...~...." ...' "11 lQN ,......... '11 \\' ~'I"flll\'\\ ~ . MA Y2 5 2006 05/30/Q.L T~lE06:08 FAX 317 738 3001 DAVIDSON LUMBER ~-+..j. ZARING t;lJ 004 Jot . =reI- P1y ~E~S\MARK-1'C\DR;M1G[)44 1 1 .)ob~ . ~.2odsJul132005M11ekln~I'i8i,Jnc. $;I\~!b(J.41O:H::2 2oct11PB(j91 --~~T'" ~~:1G04d '~ . ,_. ~.~~LLEY Sleek Builail"l9 Supply. F""JI'li.hn IN 66131 f- 2-8-1 2.6-1 5+1 2~ ~~-1U ~dMT20== /' /~ / / ~ Y' / - ''Q ./ //' "".._~ ~ c ~/ "'~ ~ 5.oofTZ ~ "', <51 Te 0.05 Be Q,03 wa 0.02 (M.lIl&l 1~4 M1'2o II 5....,.1 5-1,L DEn "' 0<<) 'do' Ud Vart(lL) ^" n!, ... Vcrt(Tl) ... n!, 999 HI;II";t(Tl.) 0.00 C "'" n!' 2114MT20':::;' .?lfo4MT20~ f--~' l.OADlNG (psI) TelL 20.0 rCDl 10.0 UCLL 0,0 EiCDl 6.0 SPACING 2-0-0 PIale~lncreau 1.15 Ll..Irrtleflncrea~ 1,15 A.!lDStreli1i11}Q Yi;:S Cod"IRC20r0rrP\2002 pLATES GRIP M120 24A1190 WeIghl:16111 lUMBER YOpCI-IORO 2X4S'IPNo.l !lOT CHORD 2 X" SVP No. t OTHERS 2 X 4 SYP NQ,3' BRACING TOPCHQRD SLruclural'oo'l!;lQd ~11\h\gdlr&cllyepp1l1ldor~1 otopllrllns. ijQT CHORD RIgid l;l:n....1J dltectly applJell or 10.0-0 or;; pr2tdng. IlEAC'11ON5 (Iblelle) A=7!l.'5-4-I, C"'7B15-4-t, 0-1<1015+' Max ~,;zA=-13(lo3d case II) Max 1Jri!flA=.Z!l(IOOO C8seS), C=-30{}0adl;il5e 7),0..,20(1000 catic 6) l'OReES (Ib} 0 Mll;d...,um compres5KlIl/MaxllTlI.lI71 Tz:;n~n 'rop CHORO ,to..B1I37/Jl. B-Cc...37131 OOT CHORD A.[}'IoO/1011. C-D=OI1.4 'IIIESS B-0=-109190 NOTes (7-a) I) Unb~ J'DCIrll~~ load!. I'IIl'f111 been corn;k111m11l fQr 1hI$ de;~fgn. .~) Wl'td; ASCE 7.()2: '~h: h='25ft; TCDL=6.Ops:l; BCDlll3.epst, C81eg'm'lI; eJ1l c; enclosed: MVv'FRS g;Jl;J!e ~ zone and C-C ~9'l'i0l12) lOO~ ~ltJewr Jt!ftal\d I1Qht e)Q)059d; lumber OOl=1.6Q plale gJlpOOl=1.60, ThisIiUMIIli 00Blgn1ld IorC-C for member!lllndforcas. 1I00 rvrM"NFRS for l'9actIDnlI _d. I) ThIs Iru$$ htIs been Dealgll9d for a 10.0 psi bQflvm o#IrcIlMi Joad rnm~nt with AnY olller UvaloBd5. .1) G;)tI~ requJrna oondnuous twrIorn o;hOn;l~, i) ProIIIOII mechanbl~ IbyflilJ'lel'R) at ~ IObearfng plaleGllpeb19 ofwlltJs1and1no 281b:lIpli1l11IJolntA, 30 Ita upllf\ "'JOInI C Brn2 20 Ib uplll idJolnl 0, Il)ll1lsltuss IzdGblDn~m3eC:Ol'~W11h IhQ 2.0c0lnltmallonaJ R~nI1BICodesettion$R502.11.111nr:l F1;eoL10.2<ln4rtf~ IIIBndllrdANSlfTP11. 1) If lhe neQ9llw A'iJ{;liO"~ ~ Otllhe "Max UpIlII" 1'Ie qf \hR .REACTIO~. 86dlon of Iti$ dr1Win9 arelOf' load CQSC$ J, A. 6, 6, 7. B. or 9 lhoo LIwt IlI"O IhfI 11i!lUllorwlndloolcl\;o/l~3rldlhEl"Provtoomech~Q)OJ'le:d1[)n- 'IQ' wIl.\1l;lPnd~lbupllll ~noLBlnll1e'NOTE:S.!IeCIIonoflhla~fT'I;!IJ'bEt <tI&rng<II'Ucd wtl~.: a d'lE!dl of Ihe building code roor~ s8dJoo ~ nol ~ull il1lhe requlrumelll. of ",(;of \ie~. ~)I>JII;JmIlrlu~~al Dn!I09&muar. be relilroined lOp'eIIenIlaleral mowrnt'IIl otl~ btacslr ab brB-cItd rmm~~ buekle In the some dirodiDn, $ell E1CSl-1 BuilOO1g COtl'lponelllSal'Bty Information and lluild1/'19 de5lgner requ'~~. L.OAD eASE(S! S\aI"ldsnl \\\\\\lllllllfJll ~",\~),. L. HE/A/'I'I, ,'_R" __.....0. ".s',,_'_ .f~~,,"".e\STel1~~~'~ ~O/((:((; O\"t--::. = -->! NO \:. ; ! 00910419 i ~ I ;:; , (l' '", ;. '\ STATEOF / S I ~ "0 ~ ~\:-""~~9.1!.:~~~ ,$ . \~/ONA\.. ~"'':'' . r~AY 252006 05/30/06 TUE 06.:.08 FAX 317 738 3001.. DAVIDSON LUMBER ~H ZARING 141005 OA~~G:-:- -~- 1~"1"[jUllUoOgS\W~;~~3;- ~n.I~..i~ VALLEY .'----- ----=rc DREE,5\M.ARI<.1'C\ORftl1GD4'l 1 JpbRefl!lrllllC4l(~"'l 5200; Ju113 2005 Mrr~\I'ldldI1la!.IrlC. S.d Feb D<4 11J:''';302D06 pege1 5-4-1 5-4-1 10.8-1 5-4-'1 S!;;JI~. '"17, '4;.:eMT20= , ~; / /- y- ./ ./ ../ ~/ ooor;1' sr\ '~ "'~ ~~ ''----.~" ~ A 0' LOADING (tISf) "eLL 20.Q ..CDL 10.0 BelL 0,0 I}CDL 6,0 0-- TI"'" SPAC1NG 2-0-0 CSI Pla\e$lno-e3se 1.t5 TC 0.16 l\~lncreese 1.15 Be 0.10 R~ Slres!llncr YES we 0.05 Cod! IRC2003ffPl2002 I~lrlx) ,-- -. -~ .." 210..10 Tl{TI!O II 10-871 10-8-1 O'R. . (Itt\;) Verl(I.L) ,', Verl(TL) "^' Hoa(Tl) 0.00 C .lIM-.m>o;::,- ~)I~UT20-;:::;- "'" ~. ~. ~. L1<l '" ... ," L;:. PLATllS M1'ZO _ W~IJl;J~1l GRIP 2441190 LUMSER "rop CHQRD 2 X <1 5YP No.' 130TCHORD 2X"SYP NI;I,l OTHERS 'l)(4SYPNo,:l eJtACI~G TOP cHO~D Slnm1,lf&l wood mealttlng dir'ed.1y appOec1 or 6-0-0 I;I!; pur1inS. l:Ial CHORD Rig(! eeUIng alroctIy ilpp~~t1 Of 1()-O-{) oc brati110, I,EACTIONS (I~~l A..1<lB/10+1. C=14a11o.-8.1, D_3Mll0-l:'1--1 IAmo.H<lfZA--31(1oadI;<JK"4) Max u,~lrlA=-47(\Q;:ld tl!I~ 6), C--53(1oad ~ 7). Oll-OO(load l;iI;e t1) MIIll Gl1lVA=15:in08(lt.BBfl1Qj, C=153(lo;/lll~se 11). O=3f).11jlo;'Jd C3&e 1) fORces {loJ- Mulrnurn Comprm;Ekm/Maximl)rr'o Terullon (Of' CHORD A.8_.100/53. B-C=-IOOl!l3 30T CHORD /1.010/40, C-D=O/40 \NEBS B.ol-282/1S9 NOTES 1M) 1) U~anc:ed red live Io;rds have beeIl Wlll>ldared fol' l~ deelgn. 2) W1nd:ASCE 7..(12: OOmph; tF25II; TCDL<>G.Opsf; BCDLcJ,lIps1: CBlegQryll; ell'p C; endosl!d; MvVFR$ gable endzl;'f1e .,tld c.C ExtBrlor(2) ztlI'Ie; tanlllllV9l" len 8Ild rtgnlmcposoo; LUI'nber DOL-1.GO plBl9 griP 001..1.60. 'This ~ I!de6lgned forC-C rl;ll' rnemDElrll end fQlee$, and rorMvVFRS foI'r'e3etlOf1lI SJ)edJIad. 3) Tlllfllrus.t! 1m ksl./I designed for a 10.0 p:sfb~ dlordJlve loed ~I with W1)'01/'left.'e roads. 4) BabkI ~1=@UnuouB bottom~~. 5) Provfde ml!o.'hMleBr mnnecdon (by 0Ihtlr!l;) at" buR lu bRrlPg plale cepablc of~llIna"" Ib upIi1\ ~joII'll.A, S31'tt uplift lit jOltlI C arKI60 lb UIl\lft;llt Joint D. &) Thb IMIA radBslgrted In II~ 'tdIn illS 2003 Ir4m1I1IoMl Rs5Iderrtl;al COde geCU00lI ~ 11.1 al'ld RIJ02.10.2;J1ld referenced slandEmf ANS1/TP11_ 7) Iflhc l'Ie9llllve IlIlKlilm:t ~ onlhll.....sxUplift.lir'loefll'Hl "'RtACTlONS" :!;edIon oflhlsdr.ming;!l'e forlo8d~3. 4, 5, 8, 1, e, or91h11l'l \h8)':MlI U'I9 t8&Unofwlndloild~3ndlhe"PrlMd9~triealOOMMlllOl1. .'\0-. .....nhlllBrldXXXlbuptill_." nOIBInlt1."NOleS.~lonotlt1~~'HV1'fbe 11I1Ill" dll'ireg~ wtJ~re 8 chedtor IhII tMIWra <:>:>da .ool'lIEH1IM1l;o:ctlOl'l OOOs nollllsull!n I/II!I tequlrementoflQQfl\l!9, :\\\\~\ "'l" 6),A/leontll'lUOti&Iat9le!brn~~bere,strablB!I!OPf$yentlCl!erB'~of~llrllC8l1alltJorBcgd~rMeNlDUelfJelfl'hlll'~n'I/Il'lIt8dJm.S.'E1CS'-1 ....'\' y..\.... HEIfv.n."', Bu1kllng COlTlJlClllllllt S;rr..ty tI'lIOl'MSUOO 00<1 b\Mng de!lgnef requ'-crrJl'ltIls. ...~ ~ .' '...T........... I,J~ "~ $' Co /(<;\5 EIJ~ ':-:"l "1- LOAD eASE(S) Staltlarli ~ Q / ~ ;D \""f,-;' ff -., ! No. \ E i 6(l910-'19 I ;. ~\ ST"TIO OF I~' j ~.:t>.\ -=- ~ ~',..'NDI".,..~-::.~ .$ '-"~,~~7ONAL' ~~~...,,$' III "" r;::I/II' , MAY 25 2006 LAKESIDE PARK gl/ . INST.#200500048186 LOT #123 - SECTION 4 CITY OF CARMEL, INDIANA 2676 HEATHERMOOR PARK DRIVE NORTH PLOT PLAN PREPARED FOR DREES HOMES HOUSE TYPE: OPTIONS: YARDLEY -"G" 3-CAR SIDE LOAD GARAGE 24'x12' CONCRETE REAR PATIO FULL BASEMENT g o LOT SIZE: CONC. DRIVEWAY: PUBLIC WALK: PRIVATE WALK: SEEDING: _ SOD: 16,187 SO. FT. 1,210:1: SO. FT. 1,304:1: SO.FT. 177:1: SO. FT. 4,622:1: SO. FT. 1,025:1: SQ. YD. :.o~ to,.... GRADE FlOWLINE/ AS PER PLANS . ! I 1'0\ III II ,I II \ I \"""11I""",,, \\\\ A'" III, ,s.' 0~ . 17':1"> ~'l< *..." '7'<-' "" .~ ,,:'f.. -=.. ......~..:...... ''ltJ ~ ~ ...-X-.\:>.\';)I EIY$.... ~ $ l <{!. No ().... ~ ~. ..- ~ * lLs203ooo26i * ~ ~ \ STATE OF l ~<=; '% (' ...../NDIp.,~~...... I ~ ->'1\1 .......... :J..O'<-.~ ~/,flll D SUR\J\\\\\~ ""1/1/111I11""\ TYPICAL SWALE SECTION NOTE: BUILDER TO ENSURE POSITIVE DRAINAGE AWAl'JROM~STRU<;:TIJRE(S) A.~ FRONT DETAIL OF TYPICAL STORM WATER FLOW PATTERN FOR INDIVIDUAL LOTS a @--J\r- I 101.18' 1915.31 )... SPo ! " I .) :j ~~ ~/ II~/ ! ;;; ~~.~ LOT #12.3 16,187 S.F. I '" --- / / N o o '<t 1915.01 w ~ o r hi ::!~ <(m w f" " <ro. o..U ::>>' ~ o..z 2< ~~ ~o 12.00' 1914.51 ~ln n'" ",n ~- m d II r' z" <(~ " " <( w f" ,<ro ~ o o ~ 0' sw 107.16 HEATHERMOOR PARK DRIVE NORTH - \50 R7'WJ (30' 8-B) ------------- 1'!.QIL 1000.01- PROPOSED GRADE 000.0 - EXISTING GRADE - DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STD. - THE LOCATIONS, 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 - IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATIONS, "THE LOCA"TION OF OTHER PERTINENT FEAlURES AND ELEVAllONS PRIOR TO THE START OF CONSTRUCilON. lHE INTENDED USE OF THIS PLOT PLAN IS . FOR SECURING BUilDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE} i Truc N+rfh 5uNcyinq) LLC "POINTING YOU IN TIIE RIOIIT DIRECTION" LAND SURVEYING & LAND DEVElOPMENT CONSULTING DRWN: DJK JOBI: 07-088 ZONED: ZONING: SPECIAL DATE: 03/'6/07 REV.: 06/06/07 SCALE: ," = 30' I I 8055 WINDHAM LAKE DRIVE INDIANAPOLIS, INDIANA 46214 PHONE: (317)-290-1290 FAX: (317)-29D-1293 SIDE REAR F.F.E. HSE: F.F.E. GAR: F.F.E. BSM'T: 917.1)' , 916.2' 907.1'