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Home My WebLink About07040110 Revision Info REVISION / PLAN AMENUMENT For New Sin Ie Family or "Other" Residential type permit projects City of c: I; De rtment of Community Services STREET ADDRfSz::;: _ /,02) , BUILDER'S EMAIL ADDRESS: V/:-::v, /fl- t: lJ '^ I I If yes, PERMIT #: (T? ? !:,~:~/~9~-"-'-1 PHONE' \ \'r\' Is. \~':;' F/.i,:.o--- .' \ ,J't(,- 1'2\66\=----- ',8'((- Y2-~Y I'n, , 9 '/"'" II 1:v 0,1\\\\\~t'{_ - Ire 2-J~o 1\\ \',., __~' BEST METHOD OF.cOtff~CT:~- ::-- \ ( - ~""',,/ o No. BUILDER of RECORD: LOCATION &. PROJECT INFO: L-SEC'I'iON: L( NEW SQUARE FOOTAGE OR AREA AFFECTED BY REVISION: UNDATlON TYPE: D_ SLAB Q CRAWL SPACE BEAM 0 BASEMEtff (Walkout _Y _ N ) DESCRIPTION OF REVISION: l ....1'1-,.....<( I ~ ex+ NEW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE: BASEMENT 1" Floor 2"0 Floor 3~ Floor Front Rear Porch Total Sq. Ft. TOTAL (Finished and Porch or of Garages Unfinished) Sunroom .= -- - :) 0 u' 0 ~ " -=- - ( - ~ For Single Family and Two Family dwellings, additions. remodels, arid/or accessory structures, this pennit is valid only if construction commences within 180 days of the date of issuance of the building permit, and must be completed (Certificate of Occupancy issued) within 18 months of the issuance date. Class I structure pennies are subject to the General Administrative Rules of the State of Indiana (See 675 lAC 12) regarding expiration . time frames for beginning and completing construction. . I. the undershmed, agree that any construction, reconsrruction, enlargeInent, relocation. or alteration ofa sQUccure, or any change in the use of land pr structures requested by this application will comply with, and conform to,.all applicable laws of the State of Indiana, and the "Zarling Ordinance of Carmel Indiana -1993" (Z,289) and amendments, adopted under authority of Le. 36~7 et seq, General Assembly of the State of Indiana, and all Acts amendatory . thereto. I also certify that only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify, under the penalties of Perjury (Indiana Code 35,44,2,1) thac aJ1 of the information I have provided in this Application and other documentation is true and accurate to the best of my knowledge and belief, and that I have not knowingly or int~tionally provided 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 construction will not be used or occupied until a CertiBcate of Occupancy has been issued by the Department of Communiry Services, Car:mel, Indiana. . I . <' .~.-c-'- :5-:-~; 11 l z:e( t:;{" (C y ~Cj -0 7 ure of Owner or Authorize Agent Print t/' Date I I OFFICE USE ONLY: **************************************** ******************* ************ NEW INSPECTIONS REQUIRED: ~per F-;'ot~ ~ting Under Slab ~ ~seCF~_.---Ylte Lt)JL rLltt Reviewed/Approved: Dept. of Community Services (Date) S:Permlts/Forms/Plan Amend Residential . PLAN AMENDMENT/REVISION FEE: ADDmONAL SQUARE FOOTAGE: NEW INSPECTIONS REQUIRED: I (If additional Inspections other than what already remain on the existing permit are: required.) .TOT~~.y~~:/, Fee ReceIved by: , , I Date ,/ . . ~~ Scmeider The Sclmeider CorporaUon 8001 otis Avenue Historic fort Harrison IndlaD4polll. Ind1aD4 l6216-1037 317-626-7100 317-826-7200 FAX En,lnoeriDg SuneyiDg Landacape Archltecture GIJI.US Geology This Plot Plan Prepared For: R.H. of Indiana Lot # 155 , containing 7,800 SJ.:t, in Stanford Park Section' 2A INSTR. , 200600014565 PC 4, Slide 42 Oay Twp, HamDton County Sec 29, TIaN, R3E 3387 Modesto Lone-- - - (50' R/W) Carmel, IN 46074 Prepared Date: 04/05/07: By. AMA Proposed Buyer(s): INVENTORY Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (B.H.) R,H. of Indiana Finished Floor Elevation Information Pod Grade = 915.9 per plan Pad Grade + 0.7' = Garage FFE (916.6) Garage FFE + 1.5' = Residential FFE (918.1) Residential FFE - 9.0' = Basement FFE (909.1 ) Note: The garoge finished floor elevation e is 1.4' above the curb at the drive. per pion. SlR,# 729 lC-915.16 PER RECOIlO ORA," Ground Cover Calculations: Drive = 513 SFt Public Walk = 244 SFt Private Walk = 52 SF t H)'Jroseeding = 2.913 SFt Sad =308 Syt. from Rear of residence. Optional Sod Packoge H)'Jroseeding =975 SFt Add!. Sod Pkg.= 215 SY:t:, to Rear easement. Sidewalk to be placed l' from property line, 4' from bock of curb, per pion. RE~~ON #1 CHANGED El!:VA]ON & ADOED EXlEN~ONS PO # 29-38988 1'007.0073089 05-03-07 MIoA RE~SION " R~~D BA~MENT m OH0-07 AMA ~ Tl'F'ICAL SWAL( SECllON Plot Pion Legend []QQ]] Proposed Grades 000.0 Existing Grades __ 000.0-- Contour Grade * Approx. Lateral Location - . - Sanitary Sewer lines - 81' - Storm Sewer lines - '" - Water Service lines - - - - - - - Sub-Surface Drain lines . Manhole (Sonitory or Storm) ED -- Beehive Inlet (Storm) IllII Curb Inlet (Storm) D End Section (Storm) ..... Fire H)'Jront - .. .. 0 _ .. .. .. - Flow line of swale Buiiding Une (BL / BSL) - - - - - - - Easement Line Note: Sanitary Sewer Top of Casting Information Upstreom Monhole. TC=917.3D per plan Downstreom Manhole, TC=915.26 per record drowing Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitry sewer and water line laterals. Nate: I This drawing is based on construction pions or record drawings, and is not based upon 0 I field survey. The Schneider Corporation does no~ warront the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found an this drawing should be reported to The Schneiqer Corporation immediately; foiling to do so results in the contractors assumption of all liability. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear ~rds are increased on additional one foot (1') for each one foot (1') the structure exceeds.Jhe first twenty-five feet (25') in height. Lot # 155 Vb07.0071425 ~ 6 =R1= ~ Datan of Groundl Storm Water flow pattern fO( individual tots. - 915.15 36.0' -=- :J 16.0.-f I I I I SOO SOD ~GNA TURE : I \ / t 1/[11 IiI \ I I I Note: Builder to ensure positive drainoge away from structure(s). t _o.S.E. ---' II bJ.UU ~NE ~.~. 191~3~DE:~~RB~ANE ElEV=9151 I TC=91510 PER P .. PER P []lIT] 5' WID: 65.00.. 1915.3 I " D.&U.E. '22.5~L 36.0' 26.0' 16' DRJIf 20' D.&U.E. 22.5' B.L "\ ,.=..=, 25' B Lt- '1 * ~ oJ - POll 19.63 BSMN11 CRAw.. o C> o N 'ill SlERUNG B ;:Ii FRlUdISY RESOENCE 12.00' ~ .. '" ~ .,; N JNB ;r IC< SOO 28.00' 7"X5 DE I I I~ 914.9 I~ 1- 38.6' OPTIONAL SOO PACKAC< --- 15' R.D.E. Xi' , K 43.6' 35.6' 5.00' 55.00' 15' D.E. This drawing is not intended to be represented as a retracement or original boundary survey, Q route survey, or a Surveyor Location Report Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation. on the refe~enced flood insurance rate map. ALL of the within described land DOES NOT LIE Within that special t100d hazard zone A as said land plots by scale on t100d insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003). DAlE: ~GNATURE REPRE~NlS CON~RMA]ON Of RECEIPl Of PLOT PLAN BY CUS1OMER. Assumed North Scale: 1- = 30' i . STR.# 736 TC=917.30 PER PLAN .0 PER PLAN w ci '" 1n Note: The basement elevation, depleted hereon, has been determined and based on the pod grades and/or contOlJ~ token from the construction pions for this subdivision. Unless stated, nO Information aboot fluctuating water tables, so~ conditlons, or soil t)1)es has been provided or stated on said pIMS. Thisllot is located near a body of water. Lot or son conditions may require that the basement floor elevation be held 2 foot above nOrmal pool elevation. Site Investigation may be needed If water Is encountered during :the elCcavation process 01" if other known ~ater elevation or sons conditions are present. Investigation and any remedial procedUres Is at the discretion of the builder to determine and toke appropriate steps of action. If OIly ground water Is encountered during excawtlon the bunder is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be ploced by builder as needed. FLOOO HAZARD STATEMENT CERTlFICA TlON ,,\\\\\\\\11111///1/1/1//1. #'\\\'\s l. C. I't~ ~~~............,,)fh~~ ~l....~ ....",s Ttf?;'.. ~;G'~ <;,~.,,~~ No 0....;0"" i ( 50303 "J j % . STATE OF.... ~ ~~~<IvDIA~~,""~1 '%,'f'/) "S"'U"'R",i X. '\: #' l/ijl/I. ' ~\~*' '////"/1/1/1I11\\\\\\\\\\~ ~l~ ,t. -, --/ -- --- .</ 19172~1/ 91. 1916 721 ~~; ~ ,,~ o 1917.551 r c-) I V . ! n 166 I /1 " 0/ 915.9 / ,y II --...'--. ---- / ~ 165 915.9// oj '" // 915.6 l') I- I ! 164 , I , 915.6 I 0 " I '" - -L 915.3 ..1-63---'9', 915.3 L.Ll U Z !-1J LL LLJ 0:::: > ..-> / . 162 915.0 15' R.D.~. 112 L.F. 18 R.C.:e.JLO.29 .120.00' 1914.61 1. r I:&:g;.., + '" N _ I 0> I l') o <Xl o . + ... N ~ 0> l') OJ ~ + ... - a; "- ... 0; 0" I~ o << l') 8 ~ + ... - m 13~'2' R.C.p15. 915. 120.00' 15 155 915.9 o o .,; '" 156 915.9 l') 0> 157 ._ ~15~6-- / o .,; '" o .,; 0> o o ;' 158 915.3 "- ~ w I ~~ o ~ <3 159 ~ c:i I ~ 915.0 o N 1 o 1916.121 0 om I ~ o o X ,.rj ~ o I~~ t :;i . ;l: '(fl r, RAANo Rider to Agreement of Sale between margaret Scott, Buyer(s) and RH of Indiana, L.P., Seller Net Effect as of Selection Sheet Order By Category Stanford Park 52901 - 03529010000 Date Printed: Lot Address: April 23,2007 3421 MODEStO LANE Westfield, IN 46074 ~\'=>s , STERLING B - BSMT-4969 (B2) ~ Prepared By: Sharon Huang (317) 733-8460_ Lot: Plan/Elev: Swing: Contract Date: Estimated Close: I . - L"""_l!n:g&~.~",'];!" '''''''mlf.'"lk~'''' "ii<.;lif!iJ""''';;J;,"~ " ";;1'~.~''''~-~'''~' ", '~r,'"",~I;;'- "'.,,"" ,.",. l''''''''';~'''l?l; 'l'''~' ..., ...-ii;'''' .t~;~~j;Frtu;"b~:~~!~~~:'~~~filli1'_~~'" :~Jfi.'t~'1~~I~j~,If.~~~:~PP,I!~_~IC:;_~1ii~~~#I~hif~tffif,~:~~,,1':~~f;ffr;:~~tNtN.i;if,~;i;~~/f-wr;vmMit~_,~m'^~t~,ij~<HoI Ontion Numhp.r Color/location Quantitv Descrintinn A28500l Dishwasher I ' GLD4500N I (M402 & M415) t;,.,t~f\ri.1itt~~~~~~~:;,{~~~!]:~~.Bt\'1~*~~:J"~'f1~i:+~EX~#~.Exterior~F.fnIs't1esV~rtiti~t~.(::~~;r:>;'::;!(~;'~~ :'~"P1$.~;~i~: \fJ._h,.J._~~~1--m(;.~.~lk~~!F~i.;.~~~~~iff1:~11I$i,",_~~~:L. _.f,...".._, <._..l..<> _,._._..._ ,-'"_,,~.. , ,_,,1 "...' ..,-r,,~~f.&_.,_:P Ootion Number Color" ocation Ollantitv Oeserintion A2l5001 A215101 A215l50 A215104 Exterior Trim Brick Elevation Address Block . Brick Elevation I (w/4' garage extn) " 'r~,'~",>i1lt1"'I'<1"''''J'''''''''liIfl,T.1iI!illi!r'':tl,,;l:lf'''':lWiillI:l;;l(CoJ!1iIW'-'~'il'! "~""""""""~"k1.z~' "w,',"-~., .. ct'-." .,'~"Th '\~J*.:1Ji;:,~w-4~~~A~4.~it'I8l$i~V&~l!t1{-n5I~~~~Wt.J;;:*~l1i~t"4f~Ij~l!l;J.f;lr.~pl~.~~_t;~{ii~jJX~,$l;Cf;~:.~~~;p~~~:1~~,~l1:tl'lt-\~j~~a1:f ,;:d1 Ontion Number Color/location Ouantitv Oeserintion A155010 ~~;n';6;'~i ~~.~~~. .'~~;;K~.~~a"l:m;~ Ontion Number Interior Gas Fireplace '~~~f\i~~~~~'1f..M~iNtifJfffii~~~.itU11!lil(~~~1~'~ffr-imjl1~:/ftk~~;?~i0~~.%~~[{tJi~ll~ Color" ocation OUi'lntitv np.!'Ocrintion A 166801 I Oak Stair Rail "'l:.~~~~~~"AA'l'}l!:mw.#:~'Mjli~~~i!;~1'1l1J~;MCHt?:lHVA'Clin8"iiiaTiCli'r',;riJii~"'ii!'~;:1fr"~~r,li!';r:~,f',\,,~J:';) :( :r;;1!f~'!t: .!o'"~__,&..i\l'j~~,'Wl: .~';:.;Q'!~M,'.''>I.ltt~.....<tt~~,u~ri...._~_._.~-it_" __ <._....._... . _._ _. .,_._f'..I. !:;"I.lk.. .J." ~" .:1....".1,. i!,\ .ll~'}J., Ootion Numher Color" or.::ttion Ouantitv np.~r.:riotion A150l00 80% Lennox Furnace w/13 SEER I Air Conditioner ""~.;W"1!;!,1~!""l-' -<~:r->!lI):"~il'.~,!\ll'.!~'lI'-:r""W-'iS'TR'''T'lS--I'-~'I~~-'I'l'JI;~jj.;;;:;"1'''''',''',:':;''''''l'''','''''';''',''''li:\<;j';fl'' ~~:;~:}.:11l{.!ri~4\~?$!:~r;,rJi{ ;~;;;'~~,f.kif,k~~i~):;)'{..til<<ilM1~~~~w-;.'ii'~M~J i~L.~ \-"L .r:lI.<:'_U.r.~ li;~':,(';;;.N~r".1;f. ; ?)..r" r"" ~'. ..<~ f,\ti ~;';!t;: '~:..;~ notion Nllmher Colnrll oealioo Olfantitv De!'1ocrintion A12l302 A1l685l A117851 ~ A11600l Tray Celling At Master Bdrm Marble Garden Bath . 4' Garage Extension r;;"llll R::r.c:.".m"'nl j/::r.rld!'> 471 SF) . 4' Family Room/Nook Extension I (adds 111 SF) :'''''';~~''~;'1.\'l)'.ir,p~'''~~,<W?l.lffllHi:-'''\iI!o:!i~'!!'''l!I,:'If!j'J;;i,iI\l!'';;fu'""'WvbWV:!iliiijn(j(){V6't"'W!1..;:;~~';.'-:,,:...7--';'" -.. '~,.:JP:.~~\'.~i~~i\fl~r"~~ff{,;~~llrmnt.l~~~Mij.'M,'~~~'~J~'{,. ___.."._,*"t__.",.._. ....,. "',,~Jil-r'\;l-l:,f~k'\!:~;\' ','1' , . Ootion NumbAr Colorll or.ation OU<'lntitv nA~r.riotion A 140047 Grids on all Windows 1.'1 101 ~jVv~\ Lv\ l ~ l)'ll- I 11f e)I):~ 7 Buyer's Inilials Buyer's Initials CLEAR Net Effect (Rev01/29/04) 7091475 Page 1 of 2 C2004, The Ryland Group, Inc. 11113illl=:III,~""'=,,, ' 8" CCNCRET::: . . 1111~iilll~,lill~illI:~ W~L!... (iY~.) . !i!:~iJ.lli~llii~,llli~W' ^TE"'~"'CCfING ='111'=11111=''';'='' ~ ... 11I1;3TIiC"I=;j" "I:,~iilli~:lii ~" CONC &L,.:.e ov:R IIlr~!!I!I~iI!il~ ~"..;:RAVEL,....:3A5E ~~e _illi~IIII!~7 ;0 , ,IL vAP_R 3.6.RRd;~ 1!11~TIIJ..:0;7- ,.... '" --=1;; ~C^IN '-- ..._...y.:->O.-.~y--- ;-=,-... ~.~L . . .,., ~ 7ILE ON 'lJA5j...:E~ r (iRAvEL 3':'5E . SLOP;:: FOR PCS. !:J~IN....:.G-E (i';'p.J '. '-...... iv.c.RI=:S '.J '~EE 'O:..EY ~u.G.5) A5Fi....l,L:.L 7 5;...;INC::L5S eN 15" ReeFING f=2L T ON 1/16'< 0.5.5 Sl-!E~ i:-;!NG :C~~=NC::. U.:COD ,:o?:CO= TRUSSES ~ 24" OC., TiP. WD. :=~=C:A \ \ ",.309ATT \ IN5ULATICN~\lI..\) (Oll) lZ.~8 BLOIUl'J INSUw:l""lCIJ (FUl.' cw...) (VAA\ES F"'llZ c.s.\~'''''(; ~"'o'T"'<>") , ! :=:o:;:JEZE ON 31/,.," BRICK L.c.OD::R i/8" SL:8FLOOR eN =:NuINE:.R:D '.!.JOOD "I" TRUSSES 5== =~MINC:: PLANS FeR 5P4CiNC::j I I / ;=~LL 9RICK CCNDlilCN 5== =~=,/ :=CR L..CC~liCN '> S/4" ~5L 9...lNC' :304.:02.0 BRICK 11:::5 liI i6" o.c. '/::R7IC.o:.l ( 24" e.c. ;..lOR!ZCNi ,2;.L , WALL ~ vALUES 1112" DRYWALL Zl.4~ BAiT INSULATION 13.lZ'''' ':::Xi. St.lEAT....INU 4-"'''' II" AIR SPACE "'.84 15RICK v=NEER ~ 7Ci.lL R- 1'::.2'2 R-4 ::X7 5!-;EA Ti..:IN6 (""""IUI.U.P'EL~I'INT) ,;;;:-1'= SAii INSULATION R.IIZ'IJALF WALL: INSULA ilON (TYP) MIW, 4" D. Soil Ie" I..liDOe 8" CONCREi2 W.t.LL (7YP) 4" CONG SLAB OvER: BU GRAYSL BME AND <:. :"':IL vAPOR 8ARRIER ld ~- ~ :::::!I:::::~~!=: I:;:::il~=:' _., "'_"'_"'_ ~ill~m~ill~ill*ill~~~ili~:n~n% 4.5Pl.4AL i 5HiNGL:::5 ON 15- :;2CQFiNG FELTeN 1/i6" 0.5.5 SI;4EAII-iING (Ii;== ~I '/.:oR'''' ~I ~*E :::~EY. =\JLeI.! / // )(:~///// I""~~ I' \ "'.3" SATT \ I~j. .. I (0 )IN5UlAiiCN~o..ucr) [,.'::11-\' '\ '\ Q (R,- 38 8LCI.!.N Ir<'..J\ \ ~ AL~;-:. GUT'i::.=< IN5ULAiICN)~(r:LRT~'.b..) ~>:J \ \ (vA"''''~E;?'::E\..\~' 1'(":)'\ \ ,,-,", ,....... -~,-r' c;~...o,,.\,,tJ) .C-.~.il-' \ ;X", L:..""". ~-;:;;.....I... k<':-~1.\ 1\..::"';11 ',- /E:--':--""" ~c-'- ,~.~.:\. , _' 1;:'_ :::: r:""I, I?'-.,.~i: .!.L)'-:<. PR=>=:-..!C:::INE=~D UJO. ROC iRJ55:::5 -!iI 2":''' e.G.. iYP. :::,;:.v= 3,2.F~::: TCl" OF II! '<, ~ i/8" SL:BF!...CCR C:-.l =NGINE:::R:G '.DCCe "I" T~USSE 5 S:;:::: :=~:--iING P:"'.":"NS ~C~ SP-'.CI~C:--: --:" ..--------- '-iC~I:CNT":'l V:li _____ SIDI~G i~'::i\"""'---- ("IN.,.\.. o~ ,.Pap,) is::ii'~ ".--<-.... Ie:; ~ It:ii g:j,; ,. f '" , R-4 :::><i:::RiCR .s:"':E,.,;.7~ING I I I I " . <Il' l!J1 ~, ", >t Tef" OF 5U6FLOCR --' '> i r ----- jl ,I=<~- 1 i', r ;,.,-.-:",,:1 ;~~~:1;' t:,.~i\ / i-':J /' c,";'/ ~~ f'<.c'-<. ~ ~ c- c- " '" ~ 0 ...----- :'/4" !...s~ S,2.N;::. 3C.::l..R.S iOP CF Ie: R-I-= 5":'71 IN5UL":' 71eN "~ ;;;2..;3 5'::",i 1N512~"':"7iC;-'; WAL;.. ~ v":'U.!E5 I 1/2" DRYllIAL;.. 0.45 SA ii INSULA ilON 13-"'iZ' ;::Xi, 5i-:E,..l. 7i-lING 4.-"iZ' I ....D8D. SIDING Z.W ~-181~ ~ ~:x":'5iljDS -./ii'1>-:~.-<!I'. <JI :b" Q.G. to! I . -1,~ ,-"c"'jl" 1(31 "." !"2.-i-= St.i7 IN5UL.liICN ____ ?/4" ~5l RIM / / TCl" OF eueA.;00l'l 1x4 :--:UD 5iL~ (iREAi:::D) <!) w ii' " > 'I, {: ~ '" ,l "'I ,:.. >=::1' c~t \,--/:-: ~ TCl" OF MUDelLL ,R. iiZl :":AU:: W~L_ INSULAilCN :T":"P.J I' " 3" TCl" OF F<lt.INDATICN "'I ,~~DE IIII=:II'I=:;I"~,"',=,,,, , !jll:~;!I!i~:Ii!~:i!:I~ 'Jl1!~IIIII~,IIII~llli"" . ~~TITI~:FjlT!~,liTl~.- UJA i:::RPROC:=ING 1111:;:;:illi=I'::=ii" iTIf~~;I'I:~m: ;",=i!lli~!rlil~ !ilii~!III~' Ni.~~ . - ~~wes~ -7'.'~u ',1...( ,":-:r TCl" Cl' FOOTIN<> ern OF FOOTIN<> :6 "x8" CCNC, pCeiiNG UNL::$$ Oi,..ERJJI5E NOT::::; BRICK CONSTRUCTION 02 W All SECTI5~~ 3W ".0" 01 SIDING CONSTRUCTION W ALL SECTION SCALE: 3/4" ~ I'~"" ..' . ~" t ~ vt'L/ '. CS~\.; .... , ( .~ ~ ~ -;) -Z"[~(:f WEBER CONCRETE CONSTRUCTION July 11. 2005 To Our Homebuilder Customers We are required by the City ofCarme] to inform you of the details of the placement of the reinforcing steel in the basement walls that We construct for you on your home sites. These details ~ the same as We have been using on your projects for some time. The attached sketch shows a typical installation of reinforcing steel. We place rows of horizontal, #4 bars all the form ties at about 2.fuot intervals. On a 8-foot wall we place three rows, and on a 9-foot wall we place four rows. The steel bars are held in-place during the pouring operations by Wire ties. The vertical #6 bars are placed at intervals required by the fndiana Residential Code as the concrete pour is completed. This procedure allows us to place the concrete more efficiently whIle assuring that the steel goes in at the proper locations. We have been advised by'our engineering consultant that there is no need to tie these vertical bars as long as they are inserted in the proper places at the proper time. The wire ties would add nothIng to the strength of the walls. I,. l'OBOX&:l7.1I0NSVIUB.JN 46077' 0fflCE311.813-mS,BXT33 . I'AXJI1~3.9739 aJ :::9\:1d 313:J::JNOJ ::J3!'13M ';EL5EL8LIE SI:L0 g00G/ZTiLB WEBER CONCRETE - 8T ANDARD SECTION 8-INCH, 8' BASMENT WALL, WITH REINFORCING STEEL I r I ' 1-:' I I I i I J ~ ~ I ~, ~: 1 I ElJ 39\1<::: ~'t'.:. ,.,~" '///A"''''''W6 ~ ,'J ;~ r":. . >'/ A ('r~ .~ ,,~, . ~u~:,-~ ~ . - ~ 0- ;J$"~ .. . t> ~~..' ~ ;:~::)~~ -: ~ 'f: h :~(). ~~ -, ~ ~ ,,0 J .:-, o~;i~ '~/-~l '".' r~~ ~/~j; ~ Q . ~. _4 .. ~_.. ;;)._ 00 . ~ " _ '.. .,;' "r) ..Q':'~~.~ - -,:'<;~": D~ !-- I ~ 8' ~ -,,--.( Grc>w"d E"/~v Ii ~ ~ s ~ '1... ~ e ~ '1 ~ r-B~CQ.n~~ }1/a// -, I i I , , I{) t'" i I I ! 'P<" V < r-r/c;~./_ !3:<;1/'.7 'p/aC~a C7.t./rln~ ~Ou,- Richard 0 Albright, P.E, '~", July 5,2005 .........0...'4.... /;;:lo~~. . la~'", ,_-&", G'57~,\, '<" ", f"'" ~'" - ~<> ~\ ! No. 7659 _ j , <\' STAT!;; OF7ff, ~.,c:! _ 'c 1".: ~ ~_: . is' "'0'".... ~<<:;/; .....~/ONAl tl\~.'. .... ." 3.L3C1:JHO:J Cl383M SEL5EL8LTE ST:L0 500G/GTIL0 !""IP"'" t.t:l Uc U~: IIp rlRQUE!st. 317-581-885S 1".2 TYPICAL 9' PlAIN CONCRETE BASEMENT WALL WEBER CONCRETE CONSlRUCTlON, INC. April 16,.2llO2 .5~r""'Y-G>"';> I . o. c I .&.6.6.€...../:e-~d! ~ : M~/I'1,by~.?e: i, ., /. /) II ' :'.) \.S"~":d")' I '. ,,' ~ .1i ...y %.:P/'""kr.!I') I ~,,"'/"d -') I : ,-". c:::.~ "7"f I' '!. il ~~ I ~:'.r" L-~' . ~ " . .' '/'1 . .,} [i> I - ~ - . ~ ~.I.. .',-. i.. /~ 6'--:.v~.I.iL'or': ::, 4i-+ &;,.--~,.7J G:Oc.... I" ,.z ""~"IMHk. ]1'. . .\ - -,,' c-....::;; b _ 300u ' .' -.,'. : .-,'. II" , / ........),~ I . r".. I. I \ )tt..""'..,8oC1. 1.ifi;.".~t;~ ~ 'j' ,,' ,~II' / . -:~-~~/.. ~fjft~-~~.o<.' S.::t'4 .=> 0 ,.... ~"''''.' -. I. 0---':- "-:':,". '~) . ~~,.~ ,,,,,',..-;:' t'" " , '.. . i:". .. - o' 4." h/"7. T, '" " -~t~L__.)~''!:le or:;. ~. C-:o.?dOJ'I.a.lIS 0 Q:.p~" .$a C;r_-/",,-/ - Y........ , / ~ '. ...-:' ~' roor--,.,y B x zO '. .L.//7~;;A,.,..tk4 s;.,/ COI;(kfe 30()O?sr r/o"l I r;;;-:J ~L I I , -,. , ;? 5-~ CJ y,"r-d ':J i I ' , , ." (;- . P_-=l-/l/ ,.1f'hr ,F7",~~ /r-r?/....c.'" I ) 1/,' . . 'd " "'- "-J 2'd 28-t.969U, I E I ... " I h x /O,AneIlOr' 3"' 0-<::. "Mal< doll-:: 'r' J '1' ".~X"": Cor/Je:r5 . .. C.t:'/>c:./~ T~ - "=;-=.00 ?~/ ~T 28-4<> y::. /11-'x w,/c. "'.0. :;-0 o (~. W.;#' """.:::.-- \ ~ 0..--: ,p;-" / .c---2 ~~rl_ COVe"- _. ,I 1/ / . , .1"4.5=r:: Y.'-T -1- -~ DC ,/ --,;:!' + OO"'-J $;;--.:.=::. C"""'T'''7UO"-,,,, ( 10' w",,;.;' Add / .8..u- ) . , pSI: lU .. )<t \~a "0 I: 60 < 20 80 "O~ 313~:Ji-J0:J ~3E131'1 " MECcheck COMPLIANCE REPORT 1993 Model Energy Code MECcheck Software Version 2.0 Permit # Checked by/Date CITY: Indianapolis STATE: Indiana HDD: 5635 CONSTRUCTION TYPE: Single Family DATE: 2-14-2005 DATE OF PLANS: 7/15/04 TITLE: Sterling COMPANY INFORMATION: RYLAND HOMES - INDIANAPOLIS DIVISION NOTES: BASEMENT PLAN WORST CASE CALCULATION COMPLIANCE: PASSES Required UA = 586 Your Home = 477 Area or Perimeter Insul Sheath R-Value R-Value Glazing/Door U-Value UA ------------------------------------------------------------------------------- CEILINGS WALLS: Wood Frame, 16H O.C. WALLS: Wood Frame, 16" O.C. GLAZING: Windows or Doors DOORS FLOORS: Over Unconditioned Space BSMT: 8.0' ht/7.0' bg/4.0' insul. HVAC EFFICIENCY: Furnace, 90.0 AFUE HVAC EFFICIENCY: Air Conditi.oner, 12.0 1307 2177 242 411 38 76 1195 30.0 13 .0 13.0 0.0 4.0 0.0 0.400 0.350 46 136 18 164 13 2 98 30.0 10.0 SEER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1993 CABO Model Energy Code. BUi.lder/DeSigner~ Date '2./14(0'7 ~ DI DATE06f25/04PAGE 1 of 1 ORDER DATE I I ENG. RECEIVED I I SCHLD. PROD. DATE I I SENT TO SAWS I I DELIVERY DATE I I ORDER # SALES REP Jeff Behnke; BY DATE CUTTING I I I Ryland Homes f I , 7400 N. Shadeland Ave. Ste. 250 Special Instructions: Indianapolis, IN 46250 (317) 845-0674 LOT# Job Notes: SUBDlV : , MODEL Sterling EL:B Standard (No BIick) 100F TRUSSES :>ROFILE aTY PITCH TYPE BASE O/A LUMBER OVERHANG NOTES PLY lOP BOT ID SPAN SPAN TOP B01 LEFT RIGHT ~ COMMON 00"l1-O4l00011-04 ANOTES: :x Covet' (1) ~ K with a '1' strip of 1J4~ ass as shown on drawing 11 6.00 0.00 A 34-00.00 34-00-00 2X4 2X' ~I 1 I~L_~I ~ l--,,-~L.~I 1lI1I1lH~ I-,-I~I--"",,,I A6. ~ ~ ~ l~ I 2 L~~I--"",,,I I [ lOoo~1 j /10001 0001 .,,,~\<:'k,,IO,,,.,\Q\PVC:11 "1<:7 GABLE B COMMON G GABLE H COMMON P COMMON p, GABLE Q GABLE VG1 j I I I I J jBNOTES XWI.l,O~BLUEENERGYBRACE 34.00-00 34-00-00 2 X 412 X 4 00-11-04 00-11-04 : ]30-00-00 130-00.00 [2 X 412 X 4100-11-04] 00-11.04 ! j I I I I I I H NOlES: X WI.l]O~ BI.UE ENERGY BRACE 30.00-00 30-00-00 2X4 2X4 00-11-04 00-11-04 120-00.00 \20.00-00 12x-112x~Joo-11-o4Ioo.11-041 J 19.07-DOI19.-Q7-ooj2X4J2x4j_j~ I II I I I [0 Nons: ]4-00 ~ 36.00 RO_ X WI.t20. BLUE ENERGY BRACE 20-00-00 ~ 2X4 2 X 400-11-04 00-11--04 I . I I I I I IVG1 NOTES: 24-00 ~ 36.00 R.D. X WI _120~ 131 UE ENERGY BRACE 20-10-02 20-10-02 ~ f. X 4 ~ , Installation of all temporary and permanent braces are essential see truss drawings, BCSI-1 building component safty infromation, and building designer requirerments. Use Simpson HUS26 hangers unless noted otherwise. Install all hangers per manufacturer's guidelines. (2) Required. {24" O.C._ 44' {-4'-{ 40' 34' - H B 11 f--- 9 A G 24" n.c -.; <Il .c:: '" 'm Q) u 0 c 0 E '= <Il <Il -I- Ir '" / \ ;;; r 0> u ~ 1/ f .... \ - - x N / / L \ / , LL - ~!K ~ - 1/ \ r - ~ ~ / \ - L. - VG1 ~ '" Apply 2x8 ledger to wall, bottom at 8-01-02'--- WI (6) 16d nails in each vertical stud in ~ ~ the wall. Then hang "P1" trusses in 6 G2 Simpson HUS26 hangers from ledger There must be no sheathing between wall and 2x8 ledger I- II II ame valle s ato roof deck in a manner which Q 12' Field fr y p spreds load evenly on main roof trusses below. Addl remove overhangs as necessary. f f f-4'-f 20' 20' 25'--4" 18'-8" '" -to; o o 2' -'\.- f1Ull.oEIl IldODEL OPTIO~S ~ DAVIDSON RYLAND HOMES "STERLfNG" ELB 4' Grg Exl ;[]]D LUMBER co. SCAU: lOAn: !nU:1 N.T.S. ] 1/10/04 Ryland\Slerling\B\RYSLLP66 Joo T~ Truss Type RYSl.l.P66 A COMMON . Davidson lumber Co. Franklll1 IN 46131 -<f:'-!14 8-7-7 17 ~O-O 0-11~4 8-7-7 8-4-9 Ryland Stel1iog-8 25-4-9 8-4~9 34~O 0 8-7-7 I I I We<lNov 10 11:1150 2004 PagB 1 31f11r' O~11-4 ~Ie= 1:60.1 JobRete..-eroce 0 tional 6.000 s May 192004 MiTek klduslIies, Ine 5:.:6 MTlO:::: 6.00 [l2 o ~T~ 5x8MT20~ o A '8 <ii o LO ,,, : 'lG t~ I 5.>:6 MTfO::: 8' I: 5.>;6 MT20::: K 3>::4 MT20 II 3x6 MT20:::: H 3)(6 MT20:;;: 3x4 MT20 II 11-4-15 LOAOING (psI) TCU 20.0 TCDL 8.0 BCU 10.0 SCOl 5.0 SPACING 2-0-0 Plates Increase 1.15 Lumoo-lncrease 1, IS Rep Stress IOCr YES CocIe IBCZOOOfTPJ2002 0$1 Te 0.87 Be 0.73 we 0.55 (Matrix) 22-7-1 34-0-0 11-2-2 11-4-15 DEFL '" (Ioe) Ifde~ Ud PLATES GRIP Vert{lL) -0.47 F-H >863 360 MT20 244/190 Vert(TL) -0,80 F-H >509 180 Horz(Tl) 0.10 F "" of, 11-4-15 PlaleOffsets X.cYl" rB:()"'()-3,~~rC:0-4-00-3-411E:M-O.0-3-41JF:O'O-30-1-51 Weight: 15610 lUMBER TOP CHORD BOT CHORD WEBS 2X4SYPNo,1 2X4SYPNo,l 2 X 4 SYP NO.1 .Except" WI 2 X4 SYP No,3, WI 2 X 4 SYP NO.3 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied. Rigid ceiling direclfy applied or 6--8-10 oc bracing REACTIONS (Ib/size) B=151010-3-8, F=1510/Q-3-8 Max HorzB=-I68(load case 6) Max UpliftB=--400(load case 5), F=-400(lo..d case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0I15, B-C=-246311100, G-D=-221711085, O-E=-2217/10as, E-F=--246311100, F-G=O/15 BOT CHORD 8--K:0-82712119, J-K=-399/1425, I-J=-399/1425, H-l=-399/1425, F.H=-a27121 f!) WEBS C-K=-450/425, D-K=-350/877, D-H=-35O!877, E-H=--450/425 NOTES (4-5) I) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-98; OOmph; h=25ft; TCDL=4.7psf; BCDL=3,Opsf; Category II; Exp C; enclosed; MWFRS gable end lOne and CC Extenor-(2) zone; cantilever left aflC\ right exposed, end vertical left and right exposed; wmber DOL=1,60 plate grip DOL=l.60. This truss is designed for C-C for members and forces, and for MWFRS f(){ reactions specified 3) Provide mechanical connection (byolhers) of truss to bearing plale capable of withstanding 400 Ib uplift at joint Band 400 lb uplift at joint F 4) lIthe negative reactions shown on the -Max Uplift" line 01 the "REACT10NS. sectioo of this drawing are for load cases 2. 3, 4, 5. or 6 then Uley are the fesull of wind load cases and the "Pravk!e mechanical connection. .- to R. . withstand XXXlb uplift. .- note in the i'J'On:sH section Oft/lis drdWing may be disregarded where a check of the building code roof tie-down section does not result in the requirement 01 roof ties. 5) AU continuous lateral braces must be restrained to prevent lateral movement otlhe brace if aU Ixaced members buckle in the same direction See Bc.,<;l-l Buijding Com~xment Sdfety Information and building designeT requirements \\\\\1111111/11111 \\....\").l, HE/tv 1111/ ~~tv~'~-:0\S'TERf::'~~;\'-=- "0 ---<<:<; 0 ---1--"'- c:,i -- c:: No 60910419 LOAD C\SE(S) Standard ~ ~ '--- STME OF' p,:; - %16i;--IIyOIA\-I~&~::- , /////", iSsio"N-P.:L" ,\,\",..... ??"~~v ':", zo~ Job T= IT=' Twe RYSlJ.P6i; G COMMON Davidson lumbet Co . Franklin IN 46131 1=!lf' 7-7-7 15-0-0 Q-11-4 7-N 7-4-9 RytandSter1ing-B Job Reference lienal 6.000 s May 19 2004 /.AiTek Industnes,lIlc Wed Nov 10 11:13:11 2004 Pd~ 1 224-9 7-4-9 30-0-0 7-7-7 3P-='-4" O~ 11-4 Scale'" 1:53 4x6MT20::::: 6.00 rt2 D ~' ~Tt ~ , , I ! I I i g; G I: "" ~A ~ ~ 5:<:6 MT20o:: 3x4MT20=- 3:<6 MT20.::: H 3x4MT20= , 5x6MT20= Plate Offsets 10-0-15 10..{)-15 0-0-30-1-91 rC:0-4-O,O-3-41 fE:G4-O (}.3-4] fE:O-D-J 1}.1-9! LOADING (psI) TelL 20.0 TCOL 8.0 BCll 10.0 BCOl 5.0 SPACING 2-Q..O Plateslnc:rease 1.15 LumberlllCrease 1.15 Rep Stress Incr YES Code IBC2000fTPI2002 CSI TC 0.50 Be 060 we 0.44 (Matrix) 19-11-1 30-0-0 9-10-2 10-0-15 DEFl i, (Ioc) ,deft Ud PLATES GRl? Vert(U) -0.32 F-H >999 360 MT20 244/190 Vert(Tl) -0.53 F.H >668 180 Hor-z(TL) 0.08 F nJo nJo Weight 1381b LUMBER TOP CHORD 2 X 4 SYP No. j BOT CHORD 2 X 4 SyP NO.1 WEBS 2 X 4 SYP No.3 'Except" W2 2X4 SVP No.2, W2 2X 4 SYP NO.2 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly appll-ed Of J-.a--15 oc purtins Rigid ceiling directly applied Of 7.5.9 oc Ix<lcing. REACTIONS (Iblsize) 8=1338/0-3-8, F=1338/0-3-8 Max Horz B=-l SO(load case 6) Max UpliftB=-359(load case 5), F=-359(load case 5} FORCES (lb) - Maximum CompressionlMaxirnum Tension TOP CHORD A-8=O/15, B-C=-21361944, C-D=-19531975. D-E=-19531975, E.F=-2136/944, F-G=OJ15 BOT CHORD 8-J=.\i9311828, '.J=-33811243, H-I=-33811243, F-H=-59311828 WEBS C-J=-391f375, O-J=-34OI800, D-H=-340/800, E:'H=-391f375 NOTes (4-5) 1) Unbalanced roo/live roads have been considefed lor this design. 2) Wind: ASCE 7-98; OOmph; h=25ft; TCOl=4.7psf; eCDL=3.0psf: Category U; Exp C; enclosed; MWFRS gable end lOne and c.C ExteriOf(2) LOne; canlilever left and right ex~ ,end vefticalleft and right exposed; lumber DOL=l.60 p1a1e grip DOL=l.60. This truss is designed fO( C-C fO( members and forces, and for MWFRS for re..'lctions specified. 3) Provide mechanical conneclioo (by others) of truss to bearing plate capable of withstanding 359 Ib uplift at joint B aM 359 Ib uplift at joint F 4) If the negative (eactions shown on the "Max Uplift" line of Ole "REACTIONS" section oftllis drawing are fO( load cases 2, 1, 4, 5. or 6 then they are the result of wind load cases alld the ~Provide mechanical connection. ."10". . withstand XXX fb uplift. .- note in (he "NOTES~ seclion of fhis drawing may be disregarded where a check oflhe bu~ding code rooftie-down section does not result in the requirement of (oof ties. 5) All continuous lateral braces must be (eslTained to p..-evenllatera! movement of the brace if all braced members buckle in the same direction_ See BCS1-l Building Component Safety Infocmation and bu~ding designer requirements. \\\\11111111/'1/1 "'~~1\0..~......~.1,~~ tv ;11///// ~ 0v......(;\5 1 EIfi:....1-to ...... "0 /0<;;: 0 -._- 'z- '" f J /- No. \~ ~ f~J910419 , = %. '" ......._ STATE OF ijlfi} ",,1J~'..I^,DiAtll':""0..if ,.0: ~//~~~SIONAL' ~\\"", I ~::i" """ LOAD eASE(S) Slarxtard NOV 11 2004 Job Tru'" TrussTwe Ryland Slet1ing-B RYSlLP66 P2 COMMON Davidson lumbCf Co, FrankJilllN46131 Job Reference tiooal 6 (XXI s May 192004 M'-Tek lncluslries, Inc. Wed No\! 10 11:13:29 2004 Pa~ 1 -~t! 0-11-4 5-10~13 5-10-13 12-0-0 6-1-3 18-1-3 6-1-3 24-0-0 5-10-13 2f-1'1' 0-11-4 4/6MT2011 SCale'" 1:58 E 10.00 [12 G "'-- YI ~ I~ o 5xBMT20II 3x4 MT20," L 3x4 Mr20~": K 3x6MT20::::: 16-0-12 8-1-9 3x4MTZO= 5:..:8 MT20 II 3x4 MT21)// 7-11-4 7-11-4 24-0.0 7-11-4 Plate Offsets 0-3-8 Edqel (D:0-4.0,0-3-41. E:0-4-O,O-3-4} fH:0-5-7.Ed~1 LOADING (pst} TeLL 20.0 TCDl 8.0 BeLL 10.0 BCOL 5.0 SPACING 2'{).{) Plates Increase 115 tumberlncre.lse \.15 Rep Stress Iner YES Code IBC200CliTPI2002 081 Te 0,23 Be 0.31 WB 0.51 (Matrix) DEFL Vert(LL) Vert(Tl.1 H()(l{TL) in (loe) -0,08 J.l -0,14 J-L 0.0:1 H Vdell "999 >999 ,,;, Ud 36<) 180 ,,;, PLATES GRIP MT20 244/190 Weight: 1461b LUMBER TOP CHORD BOT CHORD WEBS 2X4SYPNo,1 2X4SYFNo.1 2 X 4 SYP NO.1 'Except" W12X4SYPNo3,Wl 2X4 SYPNo.J Left: 2 X 6 SYF NO.1 2-3-4, Right 2 X 6 SYP No_1 2"3-4 BRACING TQPCHQRD 80T CHORD Structural wood sheathing direcUy applied or 5-10-8 oc pullins Rigid ceiling direcUy applied 0( 1O-.(J--D oc bracing SliDER REACTIONS (Iblsize) B=108S1O-3-8, H=1085/0.3-ij Max HorzB=-331(load case 3) Max UplrtlB=-266(load case 5), H=-266(load case 6) FORCES (Ib) - MaxilTlum Compression/M<lximum Tension TOP CHORD A-8=O/15, B-C=-12551344, C-D=-11901372, D-Ee:-1115/504, E-F=-1115/504, F-G=-1190/J72, G-lie:-1255/344, H-I"'O/15 BOT CHORD B-L=-257/861, K-l=-78/597, J.Ke:_ 781597, H-Je:-136i8fi 1 WEBS D-L=-2661315, E-L=-2n/531, E-Jo:-2781531, F-.J=-266t315 NOTES (4-5) 1) Unbalanced roof live lrods have been considered for this design. 2) Wmd: ASCE 7-98; OOmph; he:2Sft; TCDL=-4.7psf; BCOLe:3.0psf; Category II; Exp C; enclosed; MWFRS gable elld zone and C-C Exterior(2) zone; cantilever left: afld right exposed; end vertical left and right exposed; Lumber DOl=1.60 plate grip DOL=L60. This truss is designed lor C-C for members and forces, and for MWFRS for reactions specified. 3) Provide rnoci1anical coooectioo (by others) ollntss to bearing plate capable of withstanding 266 Ib uplift at joint Band 266 Ib uplift at joint H 4) If the negative reactions shown 00 the "Mal( Uplift" lirlC of the "REACTIONS~ section of this drawing are for load C<lses 2, 3, 4, 5, or 6 then they are the result of wind load cases and the "Provide mechanical connection. "to",. withstaod XXX Ib uplift, .- oole in the "NOTES. section of this drawiny may be disregarded where a check of the bu~ding cocle roof lie-down section does not result inlhe requirement of roof ties 5) All continuous lateral braces must be reslraif1€d to p-event lateral movement of the brace if all braced members buckle in the same direction. See BCSI.1 Building Component Safety Information and building designer requirements \\\\\1111111/1// I ","';J~..~ ~.,~~: ~ ;'////;' ~'0<GI"TEf/;:-,__1- 1'':- ~ 0 ..-~v '-0- -,_" / - J .. , '- 'Z- / ~ 'No, \ I ~ --0- 60910419 gll ~ ~ -<' '--- STATE OF ____ ~ / '0' , -::~/ ~-5>~~P.!~~~.'--&~ ,~,~ y" I SIONAl ",,", ;~l \\\\\'. NOV 11 2004 lOAD CASE(SJ Standard Job T= TrussTwe Ryland Sterling-B RYSlLP66 P3 COMMON Oavidsoo LumbcfCo., Franklin IN 46131 Job Reference bonal 6000sMayI92004MiTeklndustries,1nc. WedNov 10 11:13:352004 Page I 5-5-13 5-5-13 11-7-0 6-1-3 17-8-3 6-1-3 23-7-0 5-10-13 ~4-6f 0-11-4 4x6 MIlO II Scale = 1:57. D ~ 1000 112 2x4 MT20 \\ 5x8 MT2O~ 5x12MT20 II 3x6MT20'0 K 3x4MT20:::: J 3x6 MT20::;: 15-7-12 8-1-9 3/4 MIZO:::: Sx8MT20 II 3)(4 MT20ij 7-6-3 7-6-3 23-7-0 7-11-4 Plate Offsets X :0-4-00-3-4 G:O-S- 7,EQg~J SPACING 2-0--1) Plates Inaease US Lumber Increase 1.15 Rcp Stress Iocr YES COOe IBC2000fTPI2002 CSI Te 0,35 Be 0,35 WB 0,51 (Matrix) DEFL Vert(Ll) Vert(TL) Horz(TL) .{l,W .o17 0.D3 ill (Ioc) I-K "K G ,de' >999 >999 "', Ud 360 100 "'3 PlATES GRIP MT20 244/190 lOADING (psI) TeLL 20.0 TeDL 8.0 BCU 10.0 BCDl 5,0 Weight: 1451b LUMBER TOP CHORD 2X4SYPNo,1 BOT CHORD 2 X 4 SYP NO.1 WEBS 2 X 4 SYP NO.1 'Except' W12 X4 SYP No.3, W1 2 X 4 SYP NO.3 SLIDER Lcfl2X6 SYP NO.2 2-5-15, Righi 2 X 6 SYP NO.1 2-3-4 BRACING TOP CHORD BOT CHORD SlI\Jclural wood sheathing directly applied or 5-5.7 oc pur1ins Rigid ceillll9 directly applied or 10-0-0 DC lJr.:Jcing. REACTIONS (lb/size) Ac=101310-3-8, G=t068/Q-3-8 Max HorzA=--335(load case 3) Max UpliftA=-212(load case 5). G~263\lmr1 case 6) FORCES (lb} - Maximum Comp-essioruMaximum Tension TOP CHORD A-B=-1 189/337. e-0=-1125/360, C-D=-1047/48n, D-E:=-1091/498, E-F=-116'11366, F-G=.t2321338, G-H=O/15 BOT CHORD A.K=.244f795, J.K=-79/578. I-J:=-i'91518, G-I=-132184J WEBS CK=--2201305, D.K=-266/465. 0-1=.2'18/535, E-I=-2641315 NOTES (4-5) 1) Unbalanced roof live loads have been cOIlsidered for this design. 2) Wind: ASCE 7-98; OOmph; h=25ft; TCDL=4.7pst, BCOL=J.Opsf; Category II; Exp C; enclosed: MWFRS gable end ZO/le and c-c Exterior(2J zone: cantilever lell and right exposed: end vertical left and right exposed: I.JJmbcr 00L=1.60 p1ale grip DOL=1.60. This lruss is designed for C-C fa- members and forces. and for MWFRS 'Of reactions specified. 3) Provide mechanical connectiOfl (by others) of truss to bearing plate capable of wilhsl<lnding 2121b uplift at joillt A and 2631b uplift at joint G. 4) If the negative reactions shaNn 00 the ~Max Uplifl~ line of the ~REACTIONS~ sectioo 01 this drawing am fa-Imd cases 2, 3, 4, 5, or 6 then tlley are the result of wind load cases and the ~Provide mechanical connection. . to. . withstand XXX lb upift. .- note in the ~NOTES. section of this draw-jog may be disrC9arded where a che<:k of the building code root Iie.do.vn section does not result in the requirerneru of roof lies 5) All continuous lateral braces must be restrained to prevent lateral movement of the brace if all braced members bucloJe in the same directioo. See BCSI.! Building Compooent Safety InfOffll3Uon and building designer requirements. \\\\111111111/ ,"'\'0 l. He/II/I///" ", <v<( ................ tVs ............. .::-' 0 ......GISTl?;y...... ~ ~ :: 0 /0":: 0'0", 7 ~ g J i No.\.'Z- ~ 60910419 LOAD CASE(Sl Standard "-,1L STATE OF /f j -:;.-%....IIvDIAl1i' .-- -,;:.;.:: ;;;;,'.-"",<S8/0NAL &0>" '" 1\\'\' .):P'li I \\ NOV 11 Z004 Job 1m Truss Twe Ryland St()(hng-B RYSllP66 KK MONO -0-114 0-11-4 3-11-6 3- 11 -6 JOb Reference lionalj 6.0005 May 192004 MTek Industries, he Wed No~ 10 11:13:51 ?004 Page 1 4x4 MT20:::: OavidsG'l Lumber Co, Fl<Inklin IN46131 c iI Scale = 1:17. 10.00[12 W2 W' ~ T1 ~ -tj-l BI F x4MT20 II ~ <7 3x4 MT20 II E o 2x4MT20II 3f6MT2011 3-11-6 3-11-6 Plale Offsets e:!.}lJllQ:.~a 0-0-10] LOADING (psf) TeLL 20.0 TeDL 8.0 BCLL 10.0 BCOl 5,0 SPAONG 2..(}..{J Plates Increase '-15 lumber Increase 1.15 Rep Stress Iocr YES Code IBC2000rTPI2002 CSI Te 0.14 Be 0,08 WB 0.00 (MatJix) DEFL Vert(LL) Vert(Tl) H()("l(Tl.) Ul (lac) -0,00 6-0 -0,01 B..O .-0.01 F Vde' >999 >999 of, Ud 360 180 ofa PLATES GRIP MT20 2441190 Weighl:27lb LUMBER TOP CHORD BOT CHORD WEBS SUDER 2X4SYPNo.' 2X4SYFNo.l 2X4SYPNo,3 Lefl2X6SYPNoI1-8-O BRAONG TOP CHORD BorCHQRD Structural wood sheathing direcUy applied or J..-l1-6 oc put1ins, except end verucals Rigid ceiling directly applied or 1O-O-D oc bracing REACTIONS (lbIsize) B=21010-3-S.F=152/0-1-8 Max Horz:B=149(load case 4} Max UpliItB=-64(!rod case 5), F=-910oad case 4} FORCES (10) TOP CHORD BOT CHORD - Maximum CompressionlMClximUfll Tension A-B=Of15. B-C=-106J86. D-F=O/53. CF=.99/100 B-E=-39f47. D.E=-39/47 NOTES (5-B) 1) Wind: ASCE 7-98; OOmph; h=25tt; TCDL=4.7psf; BCOl=30psl; Category Il; Exp C; enclosed; MWFRS gable end zone al1lj C-C Exterior(2) zone; cantilever left and right exposed. end vertical left and right exposed: lumber OOL=1.6D plate grip DOL=l.60. This truss is designed fOf C--C fOf members and forces. and for MWFRS for reactions specified 2) Bearing atjdnt(s) F considers parallel to grain value using ANSIfTP11_1995 angle to grain formula. Building designer shOlJld verify capacity of bearing surtace 3) Provide mechanical conoe<;lion (by others) of truss to bearing plate atjoint(s) f. 4) Provide mechanical connection (by aUle(s) of truss to bearing p1ale capable ofwiUlstanding 64 Ib uplift atjaint B and 911b tip/if! at joint F_ 5) If the negative reactions shawn on the ~Max Uplift" line of Ule -REACTIONS" section of ttllS draWing are for load cases 2, 3, 4, 5, or 6 then they are the result of wind load cases and !he "Provide mechanical coonection. .- to -. . withstand XXXJb uplift. .~ note in the -NOlES" section afthis drawing may be disregarded where a c/)e(;k of ttle building code roof he--dCMlfl section does not result in the requirement of foof ties. 6) All continuous latecal braces must be restrained to prevent lateral movement of the brace if al! braced members buckle in the same direction See BCSI-l Building Component Safety Information and building designer requirements_ \\\\\\\\11"1111((/ ,"'':-0l HEIIv.~'/// "x.-' . u........ ",'" &, . "GIS TERce -:*' ,,~ {Sj..0 O':i~ ~ : No ".- 60910419 ~ 1>.. STATE OF ./g j .", ~':tvoIA1"\~/0',ff;[ ....""";::sS/ONAL & """ y~", ;':~ LOAD eASE(Sl Standard Job T~, Truss Type Ryla......jSlerling-8 RYSLLF'66 RR MONO I- -0-11-4 0-11-4 3 10-4 3-10-4 Job Referooce lioodl 6000 s May 19 2004 tvliTek Industries, Inc. Wed Nov 10 11:1424 2004 Page 1 I 2x4 MT20 11 C-_~ i I e:1S 1 , Davldson Lurnt>ef" Co Franldin IN 45131 4.00112 T1 I W'I I I I I " A 1~1 B' ~ '" a D 2x4MT2011 LOADING (pst) TelL 20.0 TCOL 8,0 BelL 10.0 BCOL 5.0 SPACING 2.Q..() Plateslncre35e 1.15 Lumbcflncrease 1-15 Rep Stress lner YES Code tBC2000/lPI2002 cs. Te 0.12 Be 0.08 we 0.00 (Matrix) 3-10-4 3-10-4 DEFL m (Ioc) "de' Ud PLA rES GRJP Vert{LL) .0.01 B.D >999 J60 MT2<J 244/190 Ve<1(Tl.) -0.01 B.lJ >999 180 Horz(Tl) 0.00 D oJ, oJ, 1-2x4-MTW Weight: 151b LUMBER TOP CHORD 2 X 4 SYP No.1 BOT OiORO 2 X 4 SYP No, 1 WEBS 2 X 4 SYP NO.3 BRACING TOP CHORD BOT CHORD Structural wood sheGIthing directly applied or J..-1O-4 oc IXJr1ioS. eKcept end vetticals Rigid ceiling directly applied ()( 10.0-0 oc bracing REACTIONS (lbJsizc) 8=223/0-.3.8,D=144/G-1-8 Max HorzB=64{load case 4) Max UplittB=-I04(Ioad case 3), 0=-43(1000 case 3) FORCES (Ib). TOP CHORD BOT CHORD Maximum Conpressjon/Maximum Tension A-B=0I15, 8-C=-37/24, G-O=-91/115 8-0=-11/27 NOTES (5-6) f) Wind: ASCE 7-98; 9Omph; h=Z5ft TCOL=4.7psf; BCOL=3.0psf; Categcry II: Exp C; enclosed; MWFRS gable end zone and C-C ExleriOf(2) zone; cantilever left and right exposed. end vertkalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and f()(ces, and for MWFRS for reactions specified. 2) Bearing atjoint(s) 0 considers parallel to grain value using N-.lSVTPI 1.1995 angle to grain formula. Bu~rJing designer should verify capacity of bedfing wrt~ 3) Provide mechanical connection (by others) of lruss to bearing plate atjoinl(s) 0 4) Provide mechanical connection (byothcrs) 01 truss to bearing plate capable ofwithstandjng 104 lb uplift at joint Band 43 10 uplift at joint D. 5) II the negative reactions shown on the "Max Upli!t" line of !he "REACT!ONS" sectioo of Ulls drawing are lor Io..'ld cases 2. 3, 4, 5, or 6 then they am the result of wind load cases and the .Provide mechanical connection. -" to~. . withstand XXX Ib uplift ~ note in the "NOTES" ~on of this dfawing may be djsregarded where a check of the building code r(X)f Iie-dawn section does not result In Ule requirement of roof ties. 6) All continuous fateral braces must be restrained to prevent lateral movement or the brace if all braced members buckle in the same direction. See BCSI-1 Building Component Safety Information and building designer requirements. 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