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HomeMy WebLinkAbout04050006 Building Plans2'-6' ABOVE CONCRETE SLA SCREEN FABRIC 4 x 4 CEDAR WITH SMOOTH 10 TRIM 1 x 4 TRIM BEYOND 1 x 1 CEDAR STOP (RIPPED FROM 2x2) PRIMED T-111 (TWD SHEETS ADHERED BACK TO BACK) 2 x 4 CEDAR PLATE 1 x 6 TRIM HOARD ® HEAD/SILL— (METAL DRIP AT HEAD) 1 x 4 TRIM BOARD (JAMB) HARDI-PLANK SIDING - 6" EXPOSURE x 8 1/2' 4 L F I- I E L E V A - 1 0 N )SCALE: 1 /8"=1 ' - 0 " SEMI-CONC&I.ED FATnC RIDGE Jeff &12 1 x 6 RAKE OVER — 1 x 6 SUBRAKE FURRED OUT 1/2' 2 x 4 CEDAR TRIM W/ METAL DRIP 1 x 6 FRIEZE BD. � I x 6 FASCIA L/. x_ � = J r Q TOP OF DECK -G' 3 o 2nd FIR. " V. J o Mie IM. z 1st FLR. UNE f+ REL ED FOR CONSTRUCTIO c� x • J J 3 f State and Local Codes ,;'%%_____-__====o`.�.`� s'-0" A.F.F. DEPT F COMMUNITY SERVICE TOP OF DECK 2nd FLR. • _ • BRICK VENEER - INDIANA ' ' ___-- ----- __ _ � u- - u n n u ARCH SPRINGLINE -------- RAFTER ii ii ° II TWO-PIECE � I z Ul I II I LINE OF ENTRY &12 1 x 6 RAKE OVER — 1 x 6 SUBRAKE FURRED OUT 1/2' 2 x 4 CEDAR TRIM W/ METAL DRIP 1 x 6 FRIEZE BD. � I x 6 FASCIA L/. x_ � = J r Q TOP OF DECK -G' 3 o 2nd FIR. " V. J o Mie IM. z 1st FLR. UNE f+ REL ED FOR CONSTRUCTIO Subject t comP"ance with on R ulatl - ____ ��'__�_----- —�� CEILIN10'-0G A.G CEILING HGT, f State and Local Codes ,;'%%_____-__====o`.�.`� s'-0" A.F.F. DEPT F COMMUNITY SERVICE CEILING HGT, ---------- --- ---- a (1�OOF CARMEL I CLAY TOWNS ; II -___- - -- ___ 8'-0" A.F.F. ARCH APEX - INDIANA ' ' ___-- ----- __ 6'-11' A.F.F. � u- - u n n u ARCH SPRINGLINE -------- RAFTER ii ii ° II TWO-PIECE . -- ------------CROWN BEARNG. ii ii ii ii 11 II II II MOULD I II I LINE OF ENTRY DOOR TRANSOM I I II II AND CASING II II II 11 II II II it n u n u n u u u u u n u uu u u n n u u i u u u I �`--JI 1 I I I INTERIOR T 1 0 N MCH ELEVATION SCALI-: 1 /4'=1'-0' ,MFTAL DRIP •FINISH GRADE MA 0 F P L A N ,R :•� , ,� r 1 iall I• i I _ �. ..........................................................................................................................._.............................................................__................._......... MENNEN III -_---- - - -- - -- ------ ----- =. --_ _- --- - - ------------- ---------- I - ------------ .. SCREEN PORCH WALL SECTION____ __________-r - ________ _____ _-- -_ -___ r- ________ - _-________ --- - --- __ - _ - _ - - - =■■■■■■- - _ - _ -_ _ -- -- =_ _ ___ __________________ _____ -___=- _ = =_ _-_=_______- ___- _- _- __ =_ - _ _- iy - --- - - �� �� ■■■ _ - - - - - - - =- _-=__-_____ __________________ _= -_=_- _ _ __=_ ____—=- __=____�-=-__=-=-=-_ _ 11 _�_ - - - - 1 - ------------ --- --- ----- --- _____ ___________- _______________-=_______ =- ________ _______—__==___=________________. . . . . . . . . . . . . . . . . . . . . . . . . . . . . - SCALE: 1__---- - - - ---- ------ . . --- ---- -- - - -------------------------------- -------- ----------------= --------------- I -_-----_--= -_---------_ -- <:.. ------==------- =- _- ______ - ----- 12 I VARIES ROOF RAFTERS R-38 BLOWN INSULATION (TYP IN ATTIC) i 2-2X12 WINDOW HEADER (TYPICAL) 12' ® SIDING OR 16' 0 BRICK COMPOSITION SHINGLES OVER 30# FELT OVER 1/2' DECKING INSULATION BAFFLE 2x4 OUTRIGGERS AT 2'-0' O.C. 1x6 WD. FASCIA (TYPICAL) 3/4' PLYWOOD SUBFLOOR ON FLOOR JOISTS 8' 'L' BLOCK OR CONCRETE 8' C.M.U. OR CONCRETE FOUNDATM WALL 4' GRANULAR FILL UNDER 6 MIL - VAPOR BARRIER OVER UNDISTURBED SOIL 1'-4' x 8' CONT. CONCRETE FOOTING co --t.jF` GRADE 8" MASONRY OR CONC. WALL TYPICAL WALL SECTION 3 S C A L E: 1 / 2 1 0 2 O O o FDUNDA TIDN SCALE 1/22 = 1'-0' WALL O TYPES b A,-1• N/A IST FLOOR HARDBOARD SOFFIT W/ SOFFIT 2ND FLOOR 481 SF GARAGE 498 SF SCREEN PORCH ' VENTS REAR PA710 144 SF 1x6 WD. FRIEZE (TYPICAL) I WALL CONSTRUCTION (EXTERIOR HORIZ. SIDING): HORIZONTAL LAP SIDING OVER R = 0.15 MINIMUM 4" GRANULAR FILL SLOPE SLAB 1/4' PER FOOT AWAY FROM HOUSE. I cn I TYcVWHWSEMARX»CXXXXXXX>RX=XX(R)CXX 10 0 C I 7/16" OSB SHEATH'G OVER R = 3.50 0 < 2 x 4 WOOD STUDS 16 O.C. R = 0.45 N w WITH R-13 BATT INSULATION R = 13.0 o w 2 MIL VAPOR BARRIER R = 0.68 I- Ir_ 1/2" PAINTED DRYWALL R = 0.73 > aTaTXXa-XVXXVEX*XXXXXRX;XXX9W OTHERWISE. B w w 2X4 STUDS © 16" O.C. TOTAL R -VALUE = R = 18.51 WALL CONSTRUCTION (EXTERIOR BRICK VENEER): w w 1" AIR GAP BRICK OR STONE VENEER R = 2.54 N TYVEK HOUSEWRAP OVER R = 0.58 w 7/16" OSB SHEATH'G OVER R = 3.50 w 2 x 4 WOOD STUDS 16" O.C. R= 0.45 N I---- I WITH R-13 BATT INSULATION R = 13.0 ------ 1 UN7EL POpET W/ SEALER SII I o I I IIS I I I 2 MIL VAPOR BARRIER R = 0.68 3 1/2 1/2" PAINTED DRYWALL R = 0.73 3 1/2' TOTAL R -VALUE = R =21.48 I ( FLOM MSTS FLOM MSTS 2x4 TREATED SILL PLATE WITH 1/2' DIAM. ANCHOR BOLTS SPACED 4'-0' I � � m m I wlWI �l uj I m III O.C. (MAX. i'-0' FROM CORNERS) MASONRY FLASHING W/ WEEP HOLES 22 Ln 1.1 VIII I I (1/4' DIAM.) AT 2'-8' O.C. TOP OF FOUNDS WALL jk ICAL TYPCRAVA- SPACL, I 3/4' PLYWOOD SUBFLOOR ON FLOOR JOISTS 8' 'L' BLOCK OR CONCRETE 8' C.M.U. OR CONCRETE FOUNDATM WALL 4' GRANULAR FILL UNDER 6 MIL - VAPOR BARRIER OVER UNDISTURBED SOIL 1'-4' x 8' CONT. CONCRETE FOOTING co --t.jF` GRADE 8" MASONRY OR CONC. WALL TYPICAL WALL SECTION 3 S C A L E: 1 / 2 1 0 2 O O o FDUNDA TIDN SCALE 1/22 = 1'-0' WALL O TYPES b A,-1• DELETE ANCHOR BOLTS AT DOOR DELETE ANCHOR BOLTS AT DOOR OPENING OPENING r-3• a-3- r-4 ar—r r—�' MASONRY OPENING MASONRY OPENING 22'-4' 44-8' F 0 U N D A T 1 0 N SCALE: 1 / 8 " = 1 ' — 0 " 7 -r PLA N 14'-8' SQUARE FOOTAGE: BASEMENT N/A IST FLOOR 21827 2ND FLOOR 481 SF GARAGE 498 SF SCREEN PORCH 198 SF REAR PA710 144 SF I TYP k Mm SLAB OH fLL• t 4' CONCRETE SLAB ON • 0 MINIMUM 4" GRANULAR FILL SLOPE SLAB 1/4' PER FOOT AWAY FROM HOUSE. I I I 10 ' C I 1 0 ( TYPTAL I CONTINUOUS CONCRETE FOOTINGS 1'-4' WIDE x 8' THICK UNLESS NOTED OTHERWISE. B �� I---- I —�--- t ------ (N7E W/ SEALER POINT ------ 1 UN7EL POpET W/ SEALER SII I o I I IIS I I I 3 1/2 12'-6 VI I" LOAD I g-9 3/4' 1 8-9 3f4' II 13'-10 3/4' 3 1/2' I ( FLOM MSTS FLOM MSTS I FLOM METS i BOOR �sTs I � � m m I wlWI �l uj I m III I b h 22 Ln 1.1 VIII I I ICAL TYPCRAVA- SPACL, I I 6 MIL VAPOR BARRIER OVER MINIMUM 4' 2'-10 1/4' S'-11 1/'2' GRANULAR FILL OVER 4' PERF. PVC a -r O OB ( PERIMETER DRAINTILE ON UNDISTURBED SOIL DISCHARGE DRAINTILE TO SUMP I PIT PER DRAWINGS. I POINT I 1 I _ LOAD I I FULL HEIGHT PIER P INTIII — —-I FULL H HTI R III I 0 r LOAD - - - •� - - LOAD I----- t n I x IIL----- -- -- c It_ 00 POINT IIr -- b J o III 11 II I IX.LoaD x I � - - -- r1 - - - - - - - - TfiWAL III I I I I I I - - - - - - - - - -�- - I - B J 1'-4' DIAM. POURED CONCRETE �� N oPIER ON 2'-0' x 2'-0' x 8' THICK CONCRETE F0011NG WALL,IFOILIVAIM m I — — — — 1 I (COORDINATE HEIGHT OF PIER PER B' THICK POURED CONCRETE 3 BEAM SCHEDULE). FOUNDATION WALL WITH BRICK F LEDGE AS SHOWN (HEIGHT AS I o t NOTED ON THE DRAWINGS). T I I I I r ------I ----- X44 _ !o L-- I ` All I , L---� \\ III 21 I 11 li. I III `tom{ L m - — — — — — — — r-2• 1 5 3/4 I 3'-0\ — — — — — — — (�� SPUMP UMP PWITH IIIT &L _ -- -- �— — — —I— — — — - — —1 DRAINTILE F PLUM G ABOW I u •� 1 I ( I— i -0• 3'-2• i I FULL H GHT I POINT OAD _� I ' I (LII — — — — — ----- — — — -- _ _ - I I rt ,� I P NT AD - - - - - L � - - - - - - - I • _ - - _ :II ; PO ------- I • h Y ' LOIA SUPPLEMENT FLOOR CRAWL D JOISTS AS REQ'D. FOR I i ACS POINT LOAD ABOVE fo I i ABV. i POINT----------� LOAD L __ —— _ III SAL CRAVIL SP POINT 6 MIL VAPOR BARRIER OVER MINIMUM 4' I LOAD \ I I GRANULAR FILL OVER 4' PER F. PVC I I • I _— — - — • — - — - — • — - — - — — — — - - - - -� - — • — • — - — • — • — • — • — — I � ------ ��� I I I t wN. I - IIL— — J PERIMETER DRAINTILE ON UNDISTURBED — r 7 SOIL DISCHARGE DRAINTILE TO SUMP PIT PER DRAWINGS. _ L] , GAS Fur�. �— — — — — I -I— — -44 —r �-r —T — — — WALL LOAD MV./ - - - -- - - - - I—I (.) t - E -------- --JL-- PLUI181NGABOVE �) ( I III I I'F I 1 1 III � I I LY��J REPRESENTS LOCATION OF TREATED 2x POINT __TT N —tT - I SILL PLATE (TYPICAL) LOAD1 � ( I S-2 hi 4' I I -� l I DINT I L ------ -A-�_� t I rfiw CAR" R 4' CONCRETE SLAB OVER MINIMUM 4' I I GRANULAR FILL ON UNDISTURBED SOIL SLOPE SLAB 2' TOWARD O.H. DOOR. t I DELETE ANCHOR BOLTS AT DOOR III /TEL / L OPENING n b _ �1 71/`l"I b 71/2' ITfiwAL PORCH SLAB ON I I / t ALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD (OR ( I 4' CONCRETE SLAB ON MINIMUM 4' GRANULAR FACE OF FOUNDATION). ( L FILL - SLOPE SLAB 4- PER 0T AWA Y ALL ANGLED WALLS ARE 45 OM HOUSE. FROM i DEGREES UNLESS OTHERWISE (U.N.O.)0� I I I^ I I ALL WALLS ARE 2 x 4 STUDS AT 1'-4' O.C. UNLESS NOTED OTHERWISE. I - I FOUNDATION WALLS ARE 8' (NOMINAL) THICK UNLESS NOTEDOTHERWISE • �D I I a: I I HEIGHTS ARE AS I I O NOTED ON THE DRAWINGS. ( I I I 1 N DROP FOUNDATION S' AT O.H.D. 47774 DROP FOUNDATION 8' AT O.H.D. 1 DELETE ANCHOR BOLTS AT DOOR DELETE ANCHOR BOLTS AT DOOR OPENING OPENING r-3• a-3- r-4 ar—r r—�' MASONRY OPENING MASONRY OPENING 22'-4' 44-8' F 0 U N D A T 1 0 N SCALE: 1 / 8 " = 1 ' — 0 " 7 -r PLA N 14'-8' SQUARE FOOTAGE: BASEMENT N/A IST FLOOR 21827 2ND FLOOR 481 SF GARAGE 498 SF SCREEN PORCH 198 SF REAR PA710 144 SF 70TAL FIMSVED 2663 SF PERMIT TOTAL 3359 SF U W MR Revlslo Date PRLM SE 412-4164 Scalel 1 ¢' Dater 4/29 04 Drawn B 'Lee Job No.s AP11 2 of 3 a I I a a I ,s'-o� ,r -O• 31 --------------------------------I Ir------------------------------- ( I I VAULT CEILING UP ,jAULT CEILING UP --�(IIIIIIIII�III III�I�III(II(IIi!I .* b� •a;D t�n'' •nt- ------- I S 6'-4' "N ------- -HIiIII,III 8'-10 1 ooJ 5rn•w;n 1 1/2 Sz ----� - - - Ii- X CONCRETE SLAB ON MINIMUM OF CONC. -P-A-71-0 4' GRANULAR FILL ON UNDISTURBED ROOM FINISH) )SOIL (SLOPE SLAB 1/4- PER FOOT TO DRAIN AWAY FROM HOUSE) (BROOM FINISH) S-3 3/4 BRIM VENER 0 GAB ON. --- -8'--8- '_- 3072-3 2R. LBFA K 2 3072-3 3672-3 -2F.GL. DOC 5,P.Li MASTER BEDROOM CD SD-RSIOZE OM 9' CLG 9' CLG 9' CLG= HARDWOOD CERAMIC TILE CARPET CROWN i C> HALF-WALL W/ WOOD CAP - SILL AT S-6' `j ,r-1 1/7 Z-4 1/r P.L. WALL ABOVE7 FLUSH LVL BEAM FLUSH BEAM W/MTL. HANGERS P.L. WALL ABOVE P.L. CTHANGERS -S-EJ. . : . . . :... - -----BE -------- (TO SIZED 1 /0 X 7/8 C.O.CRP 2-5 1/2P.L.ur- 7- D• 7� --` `-:-:.'_.': : -11 :.1{�-_�:_:.:�:.. _:_• _. -'_ :-_-;:_.:' ;I _'�_. I'_;- :_._I .:-�.--:-�. -_ --_. I ::.- - IIIIIIIIIIIIII 4I{�IIIIIIIIrI 4 - :::s - - :- 9 -_- 3'.-`- . i- ::-_-'._ ir-1-/-3:--�21-!' `'-_.�'_ . __.lI1 3:;l/is:14::`r:.. '- .`-T•:�a8�.: _ 0::-.M-.ft.ek.o::c:-:.-.�::-=-i:.r1 l�aHl: �:l..�:.:1:::_-::_:::-.- _.: '_1•::.-•:-::—.::-.'�_:::.*_r-:';':.:..,_:::N::-:•'{,IIIIf1-1I'IIi11II{II ►tI-.;=...::::.--":� ,III 'I.1IIIvlII 11II -I lI //=-_ //�b` —• --'•�'" ,,—_II — t i- -J-_—�i i1 - f lI 3'-5 1/2' °�I oI_I 1✓O r• --\9II ,' PIt .L-. 1I0 1/Y ;2 •z - IIIII „ --'-8 '3 - 11r • ' d`b`—��I _-• 4',�S�sIIIIZ1II{ m=E t' S i11;f11 N'IIIII!1I • � '3 - NWN � Tcc3 .i -3 1/2 �- - - - - - - - - - - - - - - - - - - - - : .VAlLED YDAM LNE5 DWIE IST -1 12" DROP FOR CROWN M 2/6 CANT. RDITENDED wNz4H.W.C.BAR-TOP R /1 M 1/2S - 1 ---�2 R/'25s ' -• i ' 1 0 r IIIII :oNNx_ N H.t�oB�^H. P.L. o N I 0 ------J RECREATMU inn t, 7r-11/b"aG CARP CARPET �CD sUeFIoM:: G2 O_. TC. GLASS DOORS KITCHEN MST BATH EM _j � 70 ,�CERAMIC TLE GREAT ROOM2$ SBACKSPLASH 9' CEILING 9' CLG. CERAMIC�v 9' CLG. O 1 'I ; HARDWOOD n' � o 9' CLG w w 2 g2� " CARPET � CARPET CROWN U, u' .3] II L. 3HNmD.• m2N i5 �" 4-6 1/2W/(EP aALL BaD AND DAM wAus6-5 1/z 1 AND DOOM ARE TO EE PROVIDED BY DOM 2/0 OONTRACTOR TO PROVIDE DOOR ROUOP1E NG ONLY (3 EER. LOCATIONS -H DNG HIEAI R� ALL BOLD/O&M KMW 36" CERAMIC 36" FIXTURES mHOMERaRa TO OV624• 4-05-61/2ROUGH-N5 OLY. 12-J L ----------------- .B. H.W. F ------------------� 12" DROP FOR CROWN BEAM SPAN 5 -0 S-5 1/T 4-0RISER START 11'-0 1m ALL ABOVE TREAD HALFWALL W/ WOOD CAP -FINISH J. 'r II w PL. ACCESS PANEL -7! P,LOPEN RAIL HEIGHT AT 45', FINISH LENGTH AT ---------- --NEWEL L �L A 25- (BY FRAMER). P.L.FLUSH WALL ABOVE H I E (To BE QDEN EDROOM 3 P CL ED=16 �S I I o = AR m �s' cic. I� It , o CARPET � CLG 16 1 I CERAMIC TILE 1D RDARCHL __j -_ ------ r-- P.L i 'TTvr= FA IT A790VTATTIC A aF- - I C� -IN LAUND.PAN C RY DROP Q HARDWOOD SINK W 308C FVRN 1 COUNTER U IR/1S =21GAs MECH, BI -PAS ; 6/0 su LONTE MECH. VAULTS COLINGFIELD 2 X 4 BEARING WALL L- J EQUI ENT HA3DWOOD ---------- CROWN HN DISTR 3RUR 32 X 60U If 6368/SHOWER HARDWOOD B '9'ATH29'-41/r 9' CLG.C3v HARDWOOD 24T8 H.B.IL2/0- WALL ABOVE WALL ABOVE I r r—o SUPPORTING ROOF SUPPORTING HARDWOOD TR/IS LOADS ROOF/WALL LOADS ° POINTq' C> LW 12"S.L. 12°IS.L BI -PASS ----------------- - — — — — — — -- b1•i�n•1 11 ' i31 IIIIII IIIII ii1„IIii' IIii'ii1 - - -- '�-•�': �?W t�-:�:-:: Z C)P.L.A. ------------------P.L.A._ 2—CAR GARAGE I1(*^ r-9 INISHETO .H.D. SLOPE CONC. 6” BELOW THRESHOLD BEDROOM 2 9' CEILING - - -------------- 6-4 0 I1 CARPET -------------- L --- L (3) 2x2 -------- ------------- I ADE BEAM- — — — — QI SEE FRdNT ELEV. ELECTRIC 3072-3 L -I 9ACREE 4 II ii iI II i ii i i �� 8' x 7 O.H.D. 1 I B' x 7' O.H.D. I I 1 _t BRICK FRONT HEADER BEAM TO BE SIZED H BEAD TO BE SIZED CENTER ON RIDGE W GABLE VENT - CENTER T UNDER RI SEE ELEVATION) I I S E C O N D F L 0 0 R 2 SCALE: 1 /4"=1'-0" PLA N Z-0 1/r g-0' V-7- g_ p r-0 1/r 4'-r 4'-2- 7-O' 7-0' 21'-8• 81-4 14'-0' 44'-0 F I R S T F L 0 0 RI 1 SCALE: 1 /4"=1'-0" PLA N (,I$) PRECEDENT HOMES 579-8710 © 2004 Precedent Homes, LLC. No part of this publication may be reproduced in any form or by any means without prior written permission from Precedent Homes, LLC. SQUARE FOOTAGE: BASEMENT W IST FLOOR 21827 2ND FLOOR W GARAGE W W SCREEN PORCH 198 SF REAR PA 770 O W C�' O � C� _ J V SQUARE FOOTAGE: BASEMENT N/A IST FLOOR 21827 2ND FLOOR 481 SF GARAGE 498 SF SCREEN PORCH 198 SF REAR PA 770 144 SF 70TAL FRAM 26637 PERMIT TOTAL 3359 SF U L_Lj v J I W C�' O � N A Q.J 13 Revlslon Date Pam sEr 4 29 04 scale) 1 4" Date, 4/29/04 Drawn B ,Lee Job No., I AP11 3 of 3 I I I I I 11