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HomeMy WebLinkAbout07090132 Revision InfoU ? a Cnq? s _ REVISION / PLAN AMENDMENT :`:, For New Single Family or "Other" Residential type permit projects City of Carmel; Department of Community Services Permit has been issued: Yes No. If yes, PER11M #: d 7U /?D ?3 Z BUILDER of RECORD: NAME: PHONE: FNO GY 6 /_YZ z 5? y61 2- STREET A.ODRESS' CITY: STATE: ZIP: Le, Cc C) BUILDER'S EMAIL ADDRESS: ter-, e BEST METHOD OF CONTACT: -- LOCATION LOTS: SUBD_ I 'A__: I D V -N: PROJECT & INFO: ADD PcoMMLI!? ON: `> _V 7 ?, :1a NOV 21 2001 L,1 (c/ NEW SQUARE FOOTAGE OR AREA AFFECTED BYREVISION: NEW ESTIMATED COST OF CONSTRUCTION: FOUNDATION TYPE: B Q--C9AwL SPACE (Walkout_Y r-frr IF PLANS FOR REVISION/AMENDMENT ARE PART OF THE MASTE R PERMIT PROGRAMI 'NAME OF MODEL AND REFERENCE #/ID OF PLAN SPECIFICATIONS FOR THIS WORK: DESCRIPTION OF REVISION: BASEMENT 1`t Floor 2" Floor 3 Floor Front Rear Porch Total Sq. Ft. TOTAL (Finished and Porch or of Garages Unfinished Sunroom yY /vxb For Single Family and Two Family dwellings, additions, remodels, and/or accessory structures, this permit if construction commences ' valid only within 180 days of the due of issuance of the building permit, and must be completed (Certifitatr of , panty Lssue1) vvjthin IS months of the issuance date. Class I structure permits are subject to the Gencral Administrative Rules of the State of In a nti (See 6 12) regarding expiration time frames for beginning and completing construction. I, the undersign ed, agree that any construction, reconstruction, enlargement, relocation, or alteration of a s - m the use of land or smrcares requested by this application will comply with, and conform to, all anplica le laws of the State ordinance of Carmen, Indiana -1993" (Z-289) and amendments, adopted under authority of I.C. 36-7 et seq, s? ie 'ana, aL Acrs amcndatary + thereto. I also certify that only kitchen, bath, and floor drains are connected co the sanitary s drF the ties of Perjury (Indiana Code 35-44-2-1) that all of the information I have provided in this Application and o n is ¢u an a cura a to the best of my knowledge and belief, and that 1 have not knowingly or intentionally provided or a an ten to hide, obscure, or otherwise mislead the Dept. of Conummity Services regarding the truth of the rn s, j. sed. also agre a co stnrcaon will not be used or occupied until a Cerriftcate of Occupancy has been issued by the Department of C o nniry S 'ces, el, -11" ?-? r f. 6 v ce- l Ll ?. of Owner or Authorized ge f?r Date OFFICE USE ONLY:****************** ******************#************************ ****** NEW INSPECTIONS REQUIRED: ? PLAN AMENDMENTJREVISION FEE: 1 Upper Footing Lower Footing Under Slab ADDITIONAL SQUARE FOOTAGE: Rota n- Meter Base nal ire NEW INSPECTIONS REQUIRED: (If additional In other hat already remain on the a dlstn it required.) 3 TOT L: _ Reviewed/Ap oved: Dept. of Community Services (Date) S:PerMWFOrmyPlW Arend Resldmdal Fee Received try: Date NEW DESIGNATION OF AREA OF WORK SQUARE FOOTAGE: CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: vdolan l' COPY 1 Sec:29 Tvp:1B Rng:03 Sub:STP Blk:l Lot:14 PARCEL ID ........:"ZSTP14 DATE ISSUED.......: 11/27/2007 RECEIPT 4.........: 26859 REFERENCE ID 4 ...: 07090132 SITE ADDRESS .....: 3544 CARDINAL WY SUBDIVISION ......: STANFORD PARK CITY ...... ....... : WESTFIELD IMPACT AREA ...... OWNER RYLA\D HOMES ADDRESS ..........: 9025 N RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC 4 RYL.AHOM COMPANY ..........: RYLAND HOMES ADDRESS ..........: 9025 N RIVER RD #100 CITY/STATE/ZIP ...: INDIANNAPOLIS, IN 46240 TELEPHONE ........: (317) 846-4200 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---------- ------------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1.00 57.50 57.50 IRESFINAL FLAT RATE 1.00 57.50 57.50 IRESFTSLB FLAT RATE 1.00 57.50 57.50 IRESFTSLB+ FLAT RATE 1.00 57.50 57.50 IRESROUGH FLAT RATE 1.00 57.50 57.50 PRIF FLAT RATE 1.00 1261.00 1261.00 RESC/O FLAT RATE 1.00 55.50 55.50 RESPLAMEND FLAT RATE 1.00 138.50 0.00 RESSINGLE SQUARE FEET 3,555.00 759.50 759.50 TOTAL PERMIT 2502.00 2363.50 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 138.50 13990 TOTAL RECEIPT 138.50 THIS REC 0.00 0.00 0.00 0.00 0.00 0.00 C.00 138.50 0.00 138.50 NEW BAAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENCOMPASS NOTEPAD - 11?19?0 P GE 1 NOTES FOR: 07Gg0_32 BLDG 2 - PR DATE T'IM EP NOTE Tcz'T OPER?:TC' --------- -- --- --------- - - - - - - - - - - -------- 2007-11-19 15:54:47 Proper emit App-' a-ion to ?e = 11ed o cmiser ut and s' ned by wilder o-ior to releas ing perm t,. TOTAL LINFS C= NOTES: 5HES?ITYP.? rCOMPOSITION ` CSHINGI.F,S, TYP. ) (TYP) g I/4"- OH. ///???IKJR17, N L? lTTPI / SIDNG, TYP. Left Elevation SCALE: 3/32" = 1'-0" c 8:12 I 8:12 BE II 1/4' Ex EPT AS NOTED. 6:12 8:12 a: 12 M U 8_12 ( 812 I 8:12 ) 8:12 c(i 8:12 -4/? J SI2 9_I2 l ?? ' v [ -RIDGE / ?A -?D 6I'AA ILYIII LINE OF OPT. 1 GARAGE EXT. ---------------------------- 11 I/4' OH. Rear Elevation SCALE: 3/32" " 1'-0" 1 NOTE: ALL ELEVATIONS DRAW AS SLAB PLAN. !BASEMENT ELEV'5 SIMILAR( EXTERIOR TRIM KEY 0,n. 0'.. 0.-- 0I-b U MRL [GFIER EO<!? NOtE: E%1FRKle PIEfP. r' . N71GTI FDICATE TR111 911F RI T . AcT1uL IRn wTEweL i rNLw YER DINSKN 9FECFIGATIfwl1 4-2026 TINTED FIXED GLASS WINDOWS )ORMER P'L. HT. _ _ _ _ --- MDO. BD. ?a T.O. PI_ y II I/4"ON r (TYP.) s 4 FRIEZE BRICK VENER 10 SLA SLOPED BRICK ROWLOCK SILL- COMP051TION SHINGLES. TYP. V4" O.N. er COMPOSITION / COMFP 8I7I0N / SHINGLES, TYP ---/// 5WINGLE5, TTP. ? T Q EL Tg, ET . 111/4 '- -- 11 1/4" OH. 1 1 ` O.N m _ ITYPJ `HORIZONTAL fTYPJ ® _ 51DING, TYP_ - TD_SLPB I l"J TA_SLAB Right Elevation SCALE: 3/32" = V-0-- LINTEL SCHEDUL HEIGHT OF BRICK VENEER ABOVE INTEL 1?%' BP?VI CF LSfIEL B' r• 24' 3)• GREATER 1HNT JPA 3-t 6' 5+5 05 (33?39M15 3`a 35v0T' 3n15?0? 3a:95r03 3• b 5'.Ir 35=39w0)S JS.3.5?0Fi 33a3v.035 L 4?J3c0]9 5.35"03D5 3• tor'-II• ,6w55%03C5 6?35?03 h4a0315 lnIV0915 M1r0 6• COMPOSITION ` 5PINGLES. TTP.- IXh W/ BRICK MOULD LCOMPOSITION SHINGLES, TYP IE E /FSCIA 1?ll STEEL LINTEL BRICK SOLDIER COURSE (INNER JAMBS FIRE -CAST CONC. AND HEAD, STD.) KEY5TONE, TTP. x;ca BRICK VENEER-/ t O. PL. _ II 1/4"OH (TYP) _T_ FIXTURE,_ T,O. NOTE: APPLY 61RICTURAL SHEATHING AT ALL EXTERIOR GARAGE WALLS. 2 O y 0 H J O a Q Z 4 O a z d z J d rv ^c ry ? r W rv ? -? ? yyy 9 Q ? 0 ? n FT V N U m D ? 4 ? a 0 m m o a`I v s z m ° o p g U o 3 U T? U E ? D aUt'Sm 0? DT6 ? D c m 6 UE `> o °a 61° m ll?11 . D m a u U D s a D u [LEI a cl m L?3 O CD O Z O 4 W ` F g ?J w * f J 3 C ------------------------------- --___ ----------•-•. -------- --------------------- - - m 1 5EL11 POCKET 1 Ll rv ? I I I rv I ? I ? I ti I { J I I I I i a" CCNC. SLAB OVER MIL. VAPOR 54RR1eR j 9 OVFzR A" GRAVEL 6"5E ` I6" WIDE k 8" DEEP _ I 1 I ' I i CONT. GONG. =COTINC, m W f S i - 1 '^ X?' i 3 Ir" 5Ca. LO AD-J-5-.L. B" POURED CONCRET_ B 4- I ?CLJMN' ON e7" x L?° x Imo" c FCUNDATION UALL CCNC. ?AD =OO7ING' k tit ( T T P I c A L i i N I i 771 ? I ? 13 I [D I I I ? j TO C OF STEEL BEAM TO C OF &T=EL 5EL.? i P j M V 3 B 1 7 " J lr 1714 SGN. 40 -'0J STL. 7 { y COLUMN ON 47" X 67" k IS d I NC. PAD FCOTINS i 1 I 14'- 7 9 @ I'.1 3/ 4p -r I6' W' E B" .L 7 N --- ocEP FOOTING WT , ?Xa 1,UALL !? A GJ . 1 i D-3R i ! V-0p • 1' 1 J v s ? I ? -J. tl ' i tA, W r { I I I I ] 2 I i 3" '-?, I` vl? i iv n I ? ? r??j, _ d .----- 5Ui" LaL PIT T, CRAi:SAACE 4" Sc 8" k B 1/4" a./ I WGLL ruATC'.IwD) I "' -? _____ ___ - N^7E `r RCA SLA3 ?'_-R??_--___? I I O_ T_ 8EA TC° OF FOU'NDATION' UIU L n rr 1i'-3 V7" ; i I I I I I ? ? I i I 1 + C I GRAUL5=dCE _ _ I @ i p! i b ?nt 1AFOR BARRWR G R 4 ?:6R4YEL 0a6E. I I p^ nlry DwEF OE MTWmiD4 BOTTOM OF P - BOOR TRYC6 a P TOP Or G%M4L. I 4" cQNG. SLGB ON W 3 r _ I 4 GRAVEL BA5E j I I F?- I 9 ?- ---- I I I i I I ? I SLAB U! 4 i KG ? ------------ - ------------------------ --- I I Basement (Foundation P?Q b," Sv ALEi 311y'• . Y LARGO F-NDTN, PLAN o?ANN BY N G?iDl 140, T'ne Ryland Group, Inc. sxpreeely reserves ;Ls copyriant and other prcpa -.y rlphLe in thHSe piano and drawlnq>. 71° 6& Olano anal cra Wlncs ar3 not to 'ce rst rodvoed or CCOIed in any fern Or mamer, BEV.NO, €;At° 4E 4RK5 1 I@/13r06 ii7LL R?LE.48E ? sm? 1?EVIOED BYEQL 68 3 1)77/05 REVrOW OTAARO/Ol A O -----___ - ~4 9 'n I ? / \ O. AMP CKET ? 1 t - F f t Q+ ry ? I 1.? t /? O i j I ? i I I ` I j I ! i? 4" cCNC. 51-46 D'?ER I 144 !r -? -- ? 6 MI! vaPCR gaf2RIE ? 9 d l -"? OVER G" GRAVEL E3 3 6 IDA x a" DEEP I C1 :¢NC. =DGTING v m y rr _ M x v DI4 5C= e@ eDJ. 5--L. R e" P U ED CONCRE7E ?y, , / CO L"1N N 421x L.", x 15'- d11 i I F TIDL' WALL xi CO'::, R 4D F0 O7iNG 1 I © E i I tY I C '6 ImJ,S'Lk 0 I Y? I I i I ? ? IS 8" I I I `TO :L C= STEEL 5E II TO F E=L BEAM C?-'!J y m I I . L-__-___--. -_Ll i ®I I ! i In" DI J cDNC.p T'??_ r 1 ? ?c 1 C I "2', 9" 3'-l lit" I -I 3121^ le, WIDE X 9" -IT, 7X.4 WAl-1L lli L I DEEP FCDTiNG O-9FRCS , \ I ICN4L L!,. e r RgpN - I I FD . ?E. N 1 i IUP 1z c III in? I - ? ? -{ SUI•s "' 5' ??T, :RAI'X5PACi= d""x 8" x a Ii4?' d. - 'aC'TE: DRO= 5,-AB 4" cRa-H WALL r144TCWEDJ SEAM POCKET--- TOP C= FOL'nD?TION WaL4 I I I. IS'-1 V12^ i LI. I. Il'-3 I:y 115, I I I '3 I i i I 1 CRAL"LSPAGE I I E 6 MIL, vAPOR xg eRIEeeTUSn+ sdnon a k" <`. GAdvEL ®66E. I I ia- nw. GL.E<wv+c I ? GAR.-r?G-c 5! AB Q i ? E >=.001. TI?db$ rwo -ae a we6i!e'- i 4" CONC- 51- AB O\ ? j Ci f I I 4" GRAVEL 5215E ' I I I E c i 9 I' --- --- 4" T.K. CDN'C. 0 I i s 1 PORCP 51-43 L' I 1 ,I S 1 I V7" OYMC!"NS DRCP FNDTN R..'_L le," C--------••- ---"---? .n A GGR4sE D, OPNC'. W J N 2 GEATI-?R I° i - -?- J I „- 6R K LEDGE ? I•--..-------- - - -____------ -_______---__? PI 51 55-? 16'-D" I' g" I Basemen's AAA DOMI HS® KE1' L,4RGo BgG DRAWING TIT-7 . ?t BS T. F-N[)T I IV. FLAN DRAWN SY OPTION DESCRIPTION OPTIO14 NO. it Rylare Grcup, Inc. anFreaely rgb srvea it, ccpyrlghs and oti-a- property rodits In tFise plane end draLlnq a. TFSae plane and draWinga ars not to bs rsproduced or copies In any form or ¢.amw Rlt . DATE REUARXS IOAD/O4 RILL RELEASE T 9T103 P I6FD GI Be 9 1/17!@3 REMED 6TdIR"I G 5 ?? i Ad,l 3@60 iO'oi I ? I I `TASTER 5EDR00I•'1 I CARPET, 9' GLG, f I I I INE bF li" '-IT ?L II , I IN TRA G B" WIDE PLANT LEDGE ABOVE-/X \ O 0 21 LPTIG DIA, I PRE-' C TA?E,RED , e ; COLU T DIM'7? ROGM NG ?i GIAIINS R00i i; or 1 i O .6EPR OH '3 ® ' ' C°T, STAY - l5EE 5YE?T 63 U '"I I I 1 0 4 11 P er C 111 0 N _ d 9 ray ate 1E.- INDICATES 'AD-pEAREJG - 7 LACE . F- -.OF P PLATE IEARIW, ) 8E 2.2X6 70D =ILL-=R kOTED. a Calculations IVIl ARIA: i,T1O 57 PORCH 23 SF. 3k 5.2. NDER ROOF. ] 115 Sr. IIPOLIS DIVISION SCALE' 3415" : V-0^ APRIK MME ® H AIaJP- - SET Ill -<EY LARCzO £ .= 41452 - ;' 411'1$2 )RAWNG TTLE 41= rlRST FLOOR PLAN GRAM By RT GpTIM uwscplppI w UITIpN No 5AbeEl r 6. z w 0 C 0 9 ?? d i 9 \m r 514, 3Olb o 7-7XB '-C, ANG !J 7) ,Y p1 s'. (SEE 5TANDAI v1 FIREFLAvE CETA:L SHEET; GREAT RCOM CARPET, 5' CLG. 4 ` r -'A^ HT. 2x4 q:EE- L LL W/ 17" 5AR TOP WEC1242 c 3" ?ILLER _ __? E!315 F. 5P. I W3624- I 7L'3647 I 1 1/2" END w FILLER C FANE_ :R E.R r WDE9 -' 5REGKFA$T plrv5r: m ? RESIL, a' CL G. h I • I I ? S v I LL'ALK-IN sue- PANTRY vL 7.> 5 3 1 ?? ? ',1!36 n ?9' GLG. N R I C LALNDRY iro ¢ 1 I iE51L, 9' GLG. j ' ?l v B3 DBL, 2X4 WALL X4 ?68I R r-E - W/ V2" 1 T-' HALL 5AT'-f 1r? I'-m i/7'• KEG 8 3'-I b^e" 4'-b" b'-1" rt i '.3 V2" 'r. 3'_f•' R15H : 22" X 30" r`=_-_i------ 1 - 0T, -=.;R ATTIC 4GCE55-T- , ?a IV ? STAI lT W/ / ? GA, TORAGE 3 3/4" G ?'- OPTI N LY--! 2668 GARA;sE CONC. °' CLG. BED) ROCI 12 GYP. 3D. AT CEILING AND AT WA- 11-5 ADJACENT TO CONDITIONED 5!-ACE CARPET, 9'-GLG. 306& IEN i RY DR W/ 12" '.1Y. x 5 1/2" ',LiIDE 2x10 TRANSOM e ppii ^'-_v, AAC 54OLW 512 PANT =LAN T415 SkT. PCR ELEV 5 ®691lHULLED) I 'L ' ELEV A . ;:2XI 4Dl Wr r]1:x<,IAC" E4 END ` f ; rv ELEV aK ]- ala"X II lr0• Lv'_ Wi ll) ]xi JACKS EA. END 441 I I 115' x 7' O.W. GARAGE DOOR " . 2'-10" l? 1 -a" I. 16'- e ??? 7la?1I111 JII11L?, ' Floor 1111rL•?J'J Plan g Bjr L IN£ 0= OP i lOr4FRCNT GAR•4GE -=-XT, basement m rnr 5CALE, 346" • r-0" TT^,e Ryland Grouo. Inc. expresbly reserves Its ccpyrlght and other property rlphta In these plara and d awfn5b. Thane plans and drawingb are not to de reproduced or cooled h any TOrm or mariSr. REVAC, LATE REMARKS I IVA3W4 1•T3LL RBLt:AU Z 51TIll MISC. REMION6 3 61241916 ADD YLT'D CLG- 0 4 7127/05 REvft OTAIR647YA 5 1 II ?? I I? Electrical Plan A ' 40 1# rc 0 Z IOC O o m O =-0?L_ i r r r i r r r L---________-_-J OPT. COMPUTER CABINE"f S STUDY 0 ?0 CARPET, 9' CLG. 0 ti 5068 NON-GLASS DOIIBLE DOORS - InrcLU?eo w1u snror oPr. `s OPTIONAL 5068 a GLA55 FRENCH DOORS O ---O--O-- i NOTE: CROWN MOULDING TO BE INCLUDED WITH GOURMET KITCHEN OPT. 6 Top k 90" HT FILLERS- WI536-R TOP 0 9 = n lT MICROWAV WMD3024 PULL 3" F J TOP 0 96 WI536-L TOP g 9 LINE OF MOULDI 46" HT. 2X4 KNEE- WALL W/ 12" BAIR TOP 6'-0" - WECI236 TOP m 90" HT. -------------- ouo--i--- 1 1100 i ? P f0 Q OF 4 C A1511 F Z IX KITCHEN RESIL., 9' CLG. 1 1/2" END FILLER PANEL C RW3924 rrl?rur OCD 3396 WMD213C6 -R -" TOP ® 90" HT WMD2136 -L - TOP v 90" HT Gourmet Kitchen 1/4" . 1' 0" O W D tll J O a a z a 0 Z Y rc f a ?1 fem.. ? / a ? 1l a?7 p 4 r n a m O m m a °Ila F ° o?p=rn oq o T w m'.C T 0 soZ ro? °)p -'IL iD o a ?' 10 i-00 0.0.F- -0 9- r m n J Q ? \n7n? n, I?t J? Q f r F? u ?u CASING I_ 0 0 0 0 BD. . Ql w 1- noa0 IL-1 2-2068 DOORS 11" 5'-l3/4" II" Elevation at Plant 1Led? SCALE: 114" = 1'-0" 45' RI(X.E VENT COMPOSHICN SHINGLES ON '15 ROOF FELT OVER 1/16' OSb. ROOF DECKNG, TYP. II 1/4' VINYL SOFFIT- D<6 FASCIA- V-1I/13 AFF. _ TOP OF PLATE IXIO CEDAR TRIM t I/4" WIDE / PXIO BOX-BEAM) D(10 CEDAR TRIM-?/ IX6 CEDAR L3AND AT TOP OF COLUMN 6X6 WOOD COLL6'N IXIO CEDAR BAND AT BOTTOM OF COLUMN- vARMSI FILK'G. J? J Ixb yay DCIO 9 u g MD.O. BOARD AT PORCI1 CEILING Ai ? ? m 7 J1 K (PORCH ALUM. STAND-OFF Section at porch ]learn COMPOS IT ION SHINGLES, TTP. _ PRE-ENGINEERED WOOD ROOF TRUSSES 074" O.C., TYP. R-38 INSUL, TYP. LINE OF OPT. TRAY CEILING 5 RIDGE VENT _r 5 RIDGE VENT SCALE: 3/4" = 1'-0" - 11 1/4" OA. YI a 83 6 E O p ° 3 c c a?? g Q ? V U u ? E aOo?pm1i r F) xmuQ-a--0 9s ,- -t r. m T.O. PL. R-13 NSUL., MASTER HALL BATHROOM V-10 l/S" HT. R-0. - BATHROOM 00 0 00 ? n DINING ROOM 00 ©© MASTER I `T ? ro BRICK BEDROOM BEDROOM2 VENEER OPT. DINING ROOM u INTERIOR COLUMNS (1) I I r' r 0 0 0 00 Do 0 0 n 0 R-13 I, AL I , T O SLAB u TT PIC ::.. p . . SLAB SaR_f1E_ ? wwoe _ 4" GONG. SLAB OVER b MIL. VAPOR - = c 1 :. 16" X 0" POURED 13ARRIER OVER 4" GRAVEL BASE 10" BLOCK TO SUPPORT T.O. FOOT W3 r` CCA4G FfG.. TYP. 5LAB AT BRICK FRONT y' . rn 18" DEEP PLANT SHELF MDO TYP. Z O O D J J NN? IL cj z w) F F_ z?M a Ul C 6 a I U ri 4 mm DAD 79 0) W J tK w ? I I? 1? I N I-? ?I ID I A IF- I jm In I I T C ? ZA > NE (1 r ? (1 r \ i . C3 (0.8ARANCE AT LO'WEST POINT) A ° ' m osm / ti I N N II rP=O / r r / my / / II A ? / / II • n'„x / / r y / fP ? / /rP=4j/ _ / ? R. ZBz Rte" D ?A? I 7'r? lu TT A MN M` o m 3 € I Z 1 -4 r I? i s I; I's ? I I D I OD d'-j" ? G'-5 I!d" _ I ('l R15ER5 ;7 1 9/16'V (7 R15ER5 a T 8'-10 ./G" FLOOR TO FLOOR HEIGHT Id R15ERS c T TREADS, TYP T^? r r y DAB Z Q N Q E U ?xy x y A??m DOm F Q D D? Z T. - = ym ?mm L? r8 -t. 0 ?• N N L b T zA cn E D r D C itl w v INDIANAPOLIS DIVISION ODEL SET .N - ---- <EY LARGO AMU a1Ta2 RWNG TITLE 41n= STAIR SECTION DFAM SY 5LF1 PTION DESCRIPION OPTION NO. The Ryland Group, Inc. exoressly reserves Its copyright and other orooerty rlgFes In thsbe plan and drawlnp_p. These plans and drawings are not to cs reproducad or copled In Am form or manner. REVAO. I DATE I REMARKS I I WAD1061 FJLL RE,LEAbE 2 I Tm/OS I MOYM STEEL BEAM r O , e: 9/16" a 1'-m' ® ¦ ¦®ES® KEY LARGIC (ALL) 41 411TT37 2AWNC TITLE 4ltlC7 BSMT. ELEC. PLAN DRAWN BY BLW The Ryland Group, Inc. exprassly reserves Its copyright and other properly rlgiits in these plans and drawings. These plans and drawings are not to 'oe reproduced or copied in any Fore or manner. REVAO. DATE REMARKS I 10/13104 FULL FELP 7 I=/03 ADDED CAN LT. AT C 9 -7 5 V ' V ?V^V d _ O I l ? Ill ? ? IL fl _1 l ) '_ ? ;;i f Q V U o' I u In _ ? ' IL l U hl f] ? '1 _ V O lil '1 N 0 'p 1 V'1 111 AI `i 01 Itl .u tl1 .r. ,1 z v Itl O X i 1 i L w Il m ? U. - U m IY ee?``nn du ml ^ 1, So fC? ?? 7 U (? ? I!I u, -r U p Ji ? :I b ; w ul °1 i ? ° - C] m w J 00 I IV. O r 3 n ill om 0.11 IY u ' ? ? ? •7 u. t° - m .n ? i upt U , (a ' m 0 3 i i1 i L a v ?. C m . ' db db dh 8 dl,' dG ?? (> I- \1 > _1111 li /li ? U alp uu- aw U J ,,. I hl\'J OUd ? 1 I I ) / I Ply ? :' -' 9 ?ii m Frin 111 [I=, l>? ,=7 lJ ?=7 PQ C? =J U? 8=? Z 0 0 J O - V J p w ? u' 1 .t n Q _, Il Q II11?1 ll p 8 tJ c• ? ry h ? N Y N D QI o t? m-S ? ur ' iS D f 01 ll QI :p _010 ?, VI U (l D ? '? R E nglii•- IV • it 0 fl ` PI n oo. o' v v '° al --. f u ii_o,_ o ll ?kf LU 2 M _I <I l`I (y q u I ?s 7._ n_ l) LH . u.i IK F an ie ?)1 O Q r NOTE. T415 DRAWING 15 PROVIDED TO CONVEY DESIGN INTENT ONLY. 7RU55 / I-JOST SUPPLIERlRE5PON5IBLE FOR ALL TRUSS AND I-JO15T DESIGNS AND'VERIFICATION OF STRUCTURAL ADECUACY OF ALL ENGINEERED FLOOR AND ROOF SYSTEMS AND 5PALL PROVIDE ENGINEERED LAYOUTS NOTE: PROVIDE SOLID BLOCKING IN FLOOR SYSTEM AND C5 PANEL5 BELOJU ALL POINT LOADS AND BEARING POINTS. 9.2" = i'--1 3/10" ALL I-JO!ST5 TO BE II l18" WT, ]6 I-JOIST LET-Y.aTU - I' 114MM-ENTE CUT TO L ek.W IN FIELD ® II TAD" WT. SO P4NEL5 ?/ SWEATWll n II 1/6' WT. S8 P6 =-LB a! SWEATI NOTE: SEE I•J0157 MANJFACTURER'S INSTALLATION GUIDES AND 5PEC.'5 FC! ALL NOTES, DETAILS. INSTALLATION INFORMATION AND SPECIFICATIONS SCALE, 3/16" . 1'-0" INDIANAPOLIS DIVISIO KEY L 15t FLOOR FRAMING DRAWN BY Tne Ryland Group, Inc expressly reserves its copyromt and o:-ar property rlOhts in these plans and orawinga. These clans and drawingb are not to be reproduced or copled In any form or manner, ,%O,j GATE 1 REMARKS 1 I0/19104 FULL RELEASE 3 1/23/05 REVISED STAIRS/ STEEL 3 4 S 1 1/4 rim born //( < Must hove 1 3/4' minimum I,AS j foist bearing at ends Typical Rim Board Closure tb stiffeners required ¢h side at E1W LOAD BEARING CANTILEVER E1W) m Typical ]-Joist Cantilever Detail for i farmotion on lolerd loud capacities refer to current TbnberSlrondWlSL rim board lilerolure Blocking pones may be required with shear walls above or befow-see detod NI ??, See Floor $,on Tables and General Notes in current ' B 2W Tors Joist kiocMillan literature for exceptions Typical Squash Block Detail 8' diameter maximum hole may be cut in each blocking panel for 11 7/e' - 16' pints; 6' diameter maximum IN 9 1/4' gists or fa blocking panels less than 12' long. DOSaa1sILL1lnnnes. fi 20 minimum Z squash bloc CS Use 2x4 minimum squash blocks J to trunster load from chow to bearing plate below Typical Point-Load Detail Nail Trus Joist rim board to blocking with connections equivalent to docking schedule 1 1/4- TimbclStran(PI.SL 2x8 Blocking panel -/ / dosure between each joist. Nag to J lap plate with connections equivalent to decking schedule. 5' maximum EB I-Joist Brick Cantilever Detail Hanger Detail at Solid Beam Hanger Detail at I-Joist NOTE: SEE I-JOIST MANl1FAGTURER'S INSTALLA7ION GUIDES AND SPEG.'s FOR ALL NOTES, DETAILS, INSTALLATION INFORMATION AND SPECIFICATIONS 11 OOR WALL TOP PLATE STRUUTURAL SHEATHING RIM SHEATHING 16- 1X8 TRIM- BRICK VtN[I tsl FLOOR WALL I? \-2X10 BTM. PLATE ppA:,lY?il NgI- TO WALL PLATE W/ rr'' W 2 ROWS 16d. NAILS 012' O.C. DC Brick Cantilever Detail Microllarn®LVL, Puraflam*)PSL Sirand®LSL Baker block Install tight to lop flange (light to bottom flange with lace mount hangers), both sides of web with single T40 Rocker block joists. Attach with 10-10d (3) box nods, both sides of ditched when pass"& (both with single TJ® foist Fier block: Nag with 10-10d (3-) box nags, clinched when possible With lop III hangers, backer block regb'ved only for downward loods exceeding F12 250 fbs. in for uplift conditions K 3 n iu a o s _I.,, Inla 1A m `y , o c isr "o? (1 b O m 3'a R U E Og01-`d UUp sT) u ? () 0 Tn ?I '? R?I1 iX o "9 Q anom m OUQ.RY'695 5 D DC 111 N 0 i Q m m J Q lu 1 LL u _I iILL 6 n N F 6 1 eocn slue an ozw Web stiffeners are required it the sides of the honer do f I1 not laterally support the TAD joist top flange and per current Trus Jowl MacMMcn literature PROJECT INFORMATION HOUSE NAME / ELEV. SET NUMBER PLAN / JOB NUMBER RIGHT HAND OR LEFT HAND ANY NON-STD. CHANGES? FRONT OR SIDE LOAD GARAGE STD., ENLARGED, OR FULL BSMT. (N SET') (OPT. 2w) (CRT. nW ALL SIDING OR BRICK FRONT (IN SET') (OF'T. 45O) BSMT. WINDOW OPT. QTY. (MARK LOCATION(S) ON PRINT FRONT PORCH WALL HT. TO BE ABOVE TOP OF FTN. WALL 7' ABOVE V U VS' Irl FLR 1-1J.b 6' ABOVE UU 14° Ist FLR T13.'& FIREPLACE OPT. NOTE: INSTALL. BRICK LEDGE ON MASONRY FIREPLACES BUILDING PERMIT NUMBER LOT ADDRESS TOWNSHIP CHECKLIST MASONRY PRE-FAB SUMP PUMP A DISCHARGE LOCATION MARKED EJECTOR PN LOCATION MAWED MARK CUT ALI. HAUNCHES NOT USED MARK FURRING STRIPS UNEN BASEMENT STAIRS ARE AGAINST CONCRETE ATTACH SELECTION SHEET TO WALL CONTRACTOR PRINTS ATTACH PLOT PLAN AND STAKE 614EET TO EXCAVATOR PRINT. MAKE SURE THET MATCH EACH OTHER AND SELECTION SHEET, IG. STANDARD OR REVERSED MARK-UP ALL NON9iD. CHANGES, HORSE EXTENSIONS;-AND-GARAGE EXTDrIDN5 BEAM TAKE-C SHEET COMPLETE AND TURNED IN TO FOUNDATION 5UPERVISOR (TO BE COMPLTED EVEN IF NO BEAMS REOIIMD) IF WALKOUT OR DAYLIGHT NOTE THIS INFO. ON TOP OF BEAM TAKE-OFT. ADD T- TO BSMT. STEEL BEAMS ON WALK-OUT BASEMENTS F SIDE WALLS STEP DOVN _ 5EUER AND WRIER SLEFVE LOCATIONS MARRED (3' IW A' SELLER GW FR, 5' WW I VJ' SLEEVE) CHECK SELLER SLEEVE DEPTH HAMILTON SOUTHEASTERN: -- Y BELOW BRICK LEDGE - MAST FOLLOW PLOT PLAN - " AULAY FROM GARAGE WALL OR PORCH WALL NOBE5VILL.E: 2'-6' BELOW BRICK LEDGE C.AITEL: 3' BELOW URICK LEDGE HIGHLIGHT ALL BEAT POCKETS HIGHLIGHT A.L. PAD I'la LOCATIONS _ B". BATH ROY.GN-IN LOCATIONS DO NOT INTERFERE AIH FURNACE OR STA IC N POST LOCAL IONS _ C-TECK LOT LISTING AGAINST SELECTION SHEET, It, 51ANDARD SLAB PROJECT INFORMATION HOUSE NAME / ELEV. SET NUMBER PLAN / JOB NUMBER RIGHT HAND OR LEFT HAND ANY NON-STD. CHANGES? FRONT OR SIDE LOAD GARAGE ALL SIDING OR BRICK FRONT (NSET') (OPT.4130) MASONRY FIREPLACE OPT. PRE-FAB NOTE= INSTALL BRICK LEDGE Otl MA" FIREPLACES BUILDING PERMIT NUMBER LOT ADDRESS TOWNSHIP CHECKLIST MARK OUT ALL HAUNCHES NOT USED MARK IN FRONT PORCH WALLS K NOT ON PRINTS WATER 5LEEVE LOCATION MARKED -- HIGHLIGHT ALL THICKENED SLAB FOOTINGS HIGHLIGHT ALT. PAD FOOTING LOCATIONS BEAM TAKE-OFF SIIEET COTPLTE AND TURNED IN TO FOUNDATION SUPERVISOR (TO BE CO-IPLTED EVEN IF NO BEATS RFOUIIRED) -- MAW ONE OR TWO GARAGE DOORS ATTACH PLOT PLAN AND 57AKS SHEET TO EXCAVATOR PRINT. MAKE SURE THEY MATCH EACH OTHER AND SELECTION SHEET Ia STANDARD OR REVERSED ATTACH SELECTION SHEET TO BLOCK CONTRACTOR PRINTS MAW-UP ALL NON-STANDARD OIIANGE5. HOUSE E)tTENSIONS, AND GARAGE EXTENSIONS PRE-START CHECKLIST TURNED N t. GARAGE GARAGE DOOR OPENING FPN TED TO CORRECT SIZE: -I- HT. NOR 15' WIDE. GARAGE ATTIC ACCESS FRAMED TO CORRECT SIZE AND LOCATION, HAILERS AT ALL CORNERS OF GARAGE AND CEILING. GARAGE STEP FRAMED AND KICK PLATE UNDER DOOR BOIL STUD5 STRAP ANIIHOR NAILED CORRECTLY EQUAL RISER HEIGHT AT GARAGE STEPS (B V4' MAX.) PRNT HUNG ON NAIL N GARAGE CHECK FOR LOAD-BEARING POINTS AND PROPER LOAD TRANSFER 2. BASEMENT AND HOUSE _ CHECK BASET TENT STAIR AND 2r FLOOR STAIR IN57ALLATION IIAI.F-WALL 47' FROM FLOOR AND 5AI'IE PITCH AS STAIRS 1 In- PA51 5TRN GER CB PANELS "AVE BLOCKS ON ENDS CHECK FOR LOAD-BEARING POINTS AND 1-'P.OPER LOAD TRANSFER STRAP ANCHORS 6FOIRLD IN HOUSE STAIRWAY SHIMMED (MAX. In- GAP EACH SIDE) HANDRAIL BLOCKS INSTALLED M' FROM STAIR NOSING AND I.OCI NLUELL POSTS SAFETY BOOTS AND RAILS INSTALLED 3 In- FROM STRINGER BARRICADE BACK DOOR IF STEP 15 GREATER THAN IS- SCUASH BLOCKS INSTALLED PER PLAN AND TJ I. DETAIL SHEET CRAH-SPACE MID BASEMENT CLEANED OUT FILL 6AF-5 U( PLYILD. WHERE TJ, I,', MEET IN CORNERS AND FIREPLACE CANT.'. 3. HOUSE DECK FOR MI STUDS CHECK FOR NAILLIE MARK DOOR SLUNG DIRECTION AND SIZE CHECK FOR CASING ROOT (MN. 7' ON EACI I SIDE) CHECK CENTERLINE OF KITCHEN WINDOW CHECK BULKHEAD DIMENSIONS (2' LONGER AND 2' IIIIDER THAN CABINETS) CHECK WALL SIZES N RELATION TO CABINET SPACE CHECK VANITY SIZES IN RELATION TO WALT. SPACE CHECK VANITY DEPTH 10 DOOR OPENING (MIN. 24 In') CHECK DOOR Off-RATION AND INSTALLATION CHECK WINDOW OPERATION AND INSTALLATION PITCH RAIL WALL INSTALLED In- BELOII 5TRNGER AND I In' SHORT TUB PLATFCI3 BUILT CORRECTLY IG In" Hl, 38' X 9T" IN51DE NAILER5 FOR FIBERGLASS TUBS AND CA51NYG AROUND TUBS INSTALLED, MEASURE VIM "L AREAS FOR SO)ARE 61 AND 2n FLOOR: LINE UP IN STAIR WELL NO GAPS ABOVE STAIRWAY DRAF`TSTOlP 8TAIRWAT DROP CEILING DC E CORRECTLY (CHECK F HIS) FLOOR 511EATWI NG NAILED PER SPEC. FALL PROTECTION INSTALLED AT STAIR WALL OPENINGS EYEBOLT AND ANCHOR PONT IN PLACE ALL DRAFT STOP INSTALLED ON CHASE AND BAND JOISTS PERIMETER AND PANELS GLUED INTERIOR WALLS GLUED DC UN INTERIOR AND EXTERIOR WALLS NAILED INTO I-JOISTS BELOW SET TUBE IMO ROOT AND WIPE-CUT ATTIC ACCESS INSTALLED IN 11OUSE PER F'RINT, rl' SIDES JOIST HANGERS NAILED FROM AND SIDES ALL GIRDER TRU55ES NAILED PER ENGINEERING 4. EXTERIOR ALL TT VECK STAPLED N-PLACE EXTERIOR All-I. HOLES PATCHED IN INSULATION BOARD ALL TRIM INSTALLED PER PRINT 3 In` RIPS N SHEATHING INSTALLED ON CORNERS ALL WINDOW TARED ON TOR-' AND GLUED ON FOUR SIDES ALL DOORS TAPED ABOVE ALL WNDOWS NSTA.LED PER PRINT, ELEVATION AND STACK SITE PICKED UP AND FLT IN PILE EACH DAY