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HomeMy WebLinkAbout04060213 Building PlansS / 12 ROOF PITCH 12 CENTER TO CENTER 12 14 / 1= ■■■ ■ ®■■ " ■■■ ■■■ 6 / 12 INNER PITCH CATHEDRAL CEILING (SEE FLOOR PLAN) 12 \ 14 0 C)� 7t, fb N O s0 ING SHIWi_ES a DORIERS YEN MEMNON mi 0-11 U11 011 NO 0 1 WIN E-1 FRONT ELEVATION LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" 12 / 12 ROOF PITCH I-mommilmomimmm-11 , - 01071 IN 0 o•� ° ALI La� � o -•< a =••.. - CV W � Lu ao 7 s = I Lu �r U Lu RAFTER BEARING 1 X 6 FASCIA BOARD (TYP.) 0 W =r� u POINT ►'-- an 5 1/4' CROIJN MOULDING OVER 00 zz 1 X 12 TRIM BOARD _ :J Q U ,\ MIN I Mi I III • :• • �. _�� Ilj\. �®�_. w��!�1�=■ter 11MOMM I.S. mom MEN ' .gym.. limmmolm1mmm ... it Sm�_�i� - � I J e-� �■ �_� ���._� �®-� ��--� � .ice; =� S / 12 ROOF PITCH 12 CENTER TO CENTER 12 14 / 1= ■■■ ■ ®■■ " ■■■ ■■■ 6 / 12 INNER PITCH CATHEDRAL CEILING (SEE FLOOR PLAN) 12 \ 14 0 C)� 7t, fb N O s0 ING SHIWi_ES a DORIERS YEN MEMNON mi 0-11 U11 011 NO 0 1 WIN E-1 FRONT ELEVATION LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" 12 / 12 ROOF PITCH I-mommilmomimmm-11 , - 01071 IN 0 I'-0' OVERHANG 2'-41/2' EXTENDED OVERHANG REMRENCED FROM FRAMEWALL 36' X S' X 4' WOOD BRACKET SOLDIER COURSE W/ STEEL LINTEL (LINTEL TO BE SIZED BY OTHERS) ATTIC AIR SPACE COMPOSTION ROOFING SHINGLES 15" ROLLED ROOFING FELT - 1/2' STRUCTURAL ROOF DECKING - 2 X 6 RAFTERS is 1(o' O.C. METAL EDGE FLASHING 3/S' PLYWOOD SOFFIT BOARD— 2 X SUB FASCIA BLK. / I X 8 FASCIA BOARD 2 X 4 BLOCKING 6 16' O.C. 2' ALUM VENT STRIP 5 1/4' CROWN MOULDING OVER I X 6 FRIEZE BOARD (TYP.) SLOPED BRICK SILL (TYPICAL) CONTINOUS ROWLOCK COURSE METAL FLASHING AS REQUIRED BRICK VENEER AS PER FINAL SPECIFICATIONS THING BOA W/ / �LYVEK HOUSE W / 1/2' DIA. ANCHOR FINAL GRADE 12 /12 PITCH MAIN REFERENCE TO BEAR ON 2 X 4 PLATE OFF 2ND LEVEL FLR. SYSTEM 12 9 8 12 ir-- I R-36 BLOWN -I BATT INSULATION / 14' FLOOR JOIST BEYOND W/ 3/4' DECKING 1/2' GYPSUM BOARD W/ TEXTURED FINISH CEILING JOIST is 16' O.G. 2' RIGID INSUALTION BOARD (OPT ) / 4" REBAR 1'-4' OL HORZ) 4* REBAR g - C-tVERTICAL WATERPROOFING AS PE PEC'S. 1/2' EXPANSION JOINT 891.0 (2) 40 CONT. REBAR • '. TYPICAL WALL SECTION 'Q1 -'I = 'SSI :3_4A:)a R-13 FR ION BATT INSUALTION 3/4' T E G SUBFLOOR (SCREWED t NAILED) 2 X 4 TREATED SILL PLATE W/ SiLL SEALER 2 X 4 FRAMEWALL 6 16' O.C. 2 X 4 STUDWALL a 16' O.G. W/ R-13 FRICTION BATT INSULATION 3 MIL. VAPOR BARRIER V-0' X 6' POURED CONCRETE WALL _ z m � - 1/2' GYPSUM BOARD �o w U LLI T_ 4 m 4' MIN. GRANULAR FILL BASE 16' X 5' CONTINOUS CONC. FOOTING **NOTE** BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, ETC. IT IS THE BUILDER / OWNER RESPONIBILITY TO VERIFY ALL DIMENSIONS 4 DESIGN OF THESE DOCUMENTS FOR ACCURACY, o•� ° ALI La� w CV W � Lu ao 7 s = I Lu �r U Lu RAFTER BEARING 1 X 6 FASCIA BOARD (TYP.) 0 W =r� u POINT ►'-- an 5 1/4' CROIJN MOULDING OVER 00 zz 1 X 12 TRIM BOARD _ :J I'-0' OVERHANG 2'-41/2' EXTENDED OVERHANG REMRENCED FROM FRAMEWALL 36' X S' X 4' WOOD BRACKET SOLDIER COURSE W/ STEEL LINTEL (LINTEL TO BE SIZED BY OTHERS) ATTIC AIR SPACE COMPOSTION ROOFING SHINGLES 15" ROLLED ROOFING FELT - 1/2' STRUCTURAL ROOF DECKING - 2 X 6 RAFTERS is 1(o' O.C. METAL EDGE FLASHING 3/S' PLYWOOD SOFFIT BOARD— 2 X SUB FASCIA BLK. / I X 8 FASCIA BOARD 2 X 4 BLOCKING 6 16' O.C. 2' ALUM VENT STRIP 5 1/4' CROWN MOULDING OVER I X 6 FRIEZE BOARD (TYP.) SLOPED BRICK SILL (TYPICAL) CONTINOUS ROWLOCK COURSE METAL FLASHING AS REQUIRED BRICK VENEER AS PER FINAL SPECIFICATIONS THING BOA W/ / �LYVEK HOUSE W / 1/2' DIA. ANCHOR FINAL GRADE 12 /12 PITCH MAIN REFERENCE TO BEAR ON 2 X 4 PLATE OFF 2ND LEVEL FLR. SYSTEM 12 9 8 12 ir-- I R-36 BLOWN -I BATT INSULATION / 14' FLOOR JOIST BEYOND W/ 3/4' DECKING 1/2' GYPSUM BOARD W/ TEXTURED FINISH CEILING JOIST is 16' O.G. 2' RIGID INSUALTION BOARD (OPT ) / 4" REBAR 1'-4' OL HORZ) 4* REBAR g - C-tVERTICAL WATERPROOFING AS PE PEC'S. 1/2' EXPANSION JOINT 891.0 (2) 40 CONT. REBAR • '. TYPICAL WALL SECTION 'Q1 -'I = 'SSI :3_4A:)a R-13 FR ION BATT INSUALTION 3/4' T E G SUBFLOOR (SCREWED t NAILED) 2 X 4 TREATED SILL PLATE W/ SiLL SEALER 2 X 4 FRAMEWALL 6 16' O.C. 2 X 4 STUDWALL a 16' O.G. W/ R-13 FRICTION BATT INSULATION 3 MIL. VAPOR BARRIER V-0' X 6' POURED CONCRETE WALL _ z m � - 1/2' GYPSUM BOARD �o w U LLI T_ 4 m 4' MIN. GRANULAR FILL BASE 16' X 5' CONTINOUS CONC. FOOTING **NOTE** BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, ETC. IT IS THE BUILDER / OWNER RESPONIBILITY TO VERIFY ALL DIMENSIONS 4 DESIGN OF THESE DOCUMENTS FOR ACCURACY, C) o•� O Oi CV W � z O p 1l}� I 0 W =r� 0 (1) 00 zz :J Q U C) CV � z O p 1l}� I W =r� T (1) I X 8 FASCIA BOARD (TYP.) 3/4' CROWN X T'RDDINCOVER I 10 (TYP) LSTONE VENEER AS PER SPE ' CV z iA � l7 z Lu4 iYJ L n LLT ! I. 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REBARS p_4' WING WALL DETAIL SGALE: 1/2" = P -OI' 2 A-2 **NOTE** BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, ETC, IT IS THE BUILDER / OWNER RESPONIBILITY TO VERIFY ALL DIMENSIONS 8 DESIGN OF THESE DOCUMENTS FOR ACCURACY. ® CV z 4- O z �' Cn } ® LLT ! I. v ■ W N O N� N O � U CV Jn �' Cn } ! I. c) ■ W w N LL U� O cA v OZC'f Q�4 N� O�LLI 4- �aH Lg wV�� zLLI 44' -Il 1/8' 108'-2 3/4' 15'-0 1/I6' 30'-91/2' 11'-5 5/16' Ab / l CONCRETE WALL HEIGHT TO ADJUST TO � ON-SITE GRADE CONDITIONS. MAINTAIN \ \ / LEVEL FROST -FOOTING DEPTH AS SEX. �� r- — — — — — — — — — — — — — — — — / — — — — -- I \ / I -------------------- — vv CONC. SLAB F- x v / I UNEXCAVATED 4' MIN. I CONCRETE SLOPED SLAB OVER�LILAR LLASE \ /ti I \ / I \\ \\ smd I L---- — — — — — — — — — — — — — — — — — — — \ \\ / / ��- // / �� lb000, �o� / �- 1 --------------------- \ / �o ROUGH -IN PLUMBING FIXTURES I OUTER FLOOR SURFACE AS PER STAMPED ATTEFN CONCRETE FINAL SPECIFICATIONS TOP CAP I \ / I / F, WALL W/ BRICK VENE/ cp 2'-0' FLOOR DRAIN I 1'-4 , S'-10 1/2' I 1I / / INTEL/i OCKET — — — — -------� I — — — � I 1_ _ STEEL BEAM TO BE SIZED ------ — ----— I (FIELD MEASUREMENT BY SUPPL I �—��TE7L 3'Dlas coLON —I-------72'-8'MIN. DEPTH — — J 36' X 36 X 12' CONC. 16' X 8' CONC. FTG. (TYPJ I I / FTG' PAD (TYPd 3' DIAMETER STEEL COLUMNS FROST -DEPTH SHORTWALL ON 36' X 36' X 12' CONC. FTG. I 2 20'-0' — 2' 1._0. I 31'-8' \ \ FLOOR DRAIN - 9m'ICAS)P RED CONC. WALL i I I CRAWL SPACE N L I I I 'ULAFILL R ----- 6MILV VAPOR / 1 F—--- jI 4' BEAM POCKET ----------- ----� I ME(FIELD �REMENT BY SUF'PLIE I _ I r — — � I II l� —I— — — 6'-m' 2'-10' ---�---, I 1 — I / / / 45a L— ---------4 1 1I I 1 — I 34'x24' — — I— — — I 1 CRAWL ACCESS / ---- — --- — —— — —I---- I W/METALDUAL LINTEL FRAME i ---------------- / FOUNDATION PLAN 1z' -m' 8'-s' �5'-a' 15'_4' SCALE= 1/4" = 1'-O" 9'-O"(N) X S" POURED CONC. REINFORCED WALL ON 16 X S CONT, GONG. FOOTING 25-8' 46'-81 4'-m' (TYPICAL UNLESS OTHERWISE NOTED 16'-4' 31'-10 3/4' 108'-2 3/4' h� v PP r v M a M p� M Q OO — L F z ILL L— z ® — L— _jI l; I O w D `- POCKET J O Q) Q z � Q 0 0 zz � J � W Q O'XT36X��N 36X CONCC. L I 12' I I —I— — I I '-10 3/4' I I IL- I 12' -8' 10'-4' 1'-2 1 8'-4' 1'-I 1/4' I L —14'-814' ==� \ �— — 1 f I - + - 23'-0' I 1 21'-4' I �- -- — I I g 20'-0' I I I I I I 41'4' CRAWL SPACE I _ - ib M _ I — "9 — 4 ' MIN. GRANULAR FILL OVER I I CONCRETE BASEMENT 12'-4' 6 MIL. VAPOR BARRIER I I S'-0' X 8' POURED REINFORCED CONCRETE Q� I 1 BASEMENT WALL ON 16' X 8' CONTINOUS — — — — _ _ _ _ _ _ — — — - I I CONS FOOTINGS W/ REBAR REINF. (TYP.) I ( L I I 1 16' X 8' CONC. FTG. (TYP) 14— lz'-m' 3'-2' i 22'46 3/4' BP _ STEEL BEAM TO BE SIZED L I — — — , 1 BP. 1za — (FIELD MEASUREMENT BY SUPPLIER) I I I I ( I III — — — — — — — — — — — � I I I r- e 3' DIAMETER STEEL COLUMN — J 12' III I ROUGH -IN PLUM51% FIXTURES @ i 1 3'-2' 3'-4' 1 I Coni'. Stoop ON 36' X 36' X CONC. I FOOTING PAD (TYP.) `" I I I I I s I I PEA -FILL BASE ( I 4' MIN. CONC. SLAB OVER 4' MIN GRANULAR FILL — J� — e 1- ' L--- ------ _--------------- --� i I I J L — — —7 I I ----------- ---- - 1 19'-4'-- ----------- -- — — — — — — — — — — — — — L------- 2 X 6 BEARING WALL ON ---- L 1 1 I 16' X 8' CONC. FTG. (TYPJ LON X 46* ' IV 5' CONC. FTG. TYPP.) I I Ss 22'-0' 2'-I0' 18'-0' V-2' I CRAWL SPACE FLOOR SLAB OVER 1 i 4' MIN. CONCRETE 4' MIK GRANULAR FILL OVER d GRANULAR FILL BASE OVER I L 6 MIL. VAPOR BARRIER No X11 1 6 MIL. VAPOR BARRIER FILM g I dl iq 1 r ' N I I LIFT M e @ — I I — 1 uD x Q I t I STATI ROUGH -IN FOR FUTURE SUBMERSIBLE - :, Q 1 I . . MECHPUMP UNITW/ BATTERY BACK-UP I I ? a Iz4 SYSTEM. a I 1 I I I e I 8' I -- ----------------- ------1 I I gT-ot 8) POURED CONC. WALL r-� ---------@ --� L-- --------------J ----- ---------- --@ -- -�— Pr 1 i---� 1 I L — N-----� I F_ P _ e L — — — — — — — — — — — — — — — — — — — UNEXCAVATED ------ --------- I _ SLOPED CONCRETE SLAB Im'-m' I 1I MINIMUM SEPARATION DI TANCE ------ ------------- w 41L— — — — — — — — — — — — — — — — — — — — — �I a w a �- FOUNDATION PLAN 1z' -m' 8'-s' �5'-a' 15'_4' SCALE= 1/4" = 1'-O" 9'-O"(N) X S" POURED CONC. REINFORCED WALL ON 16 X S CONT, GONG. FOOTING 25-8' 46'-81 4'-m' (TYPICAL UNLESS OTHERWISE NOTED 16'-4' 31'-10 3/4' 108'-2 3/4' h� v PP r v M a M " I p� M Q OO — ® z ILL 0 z ® Cn } l; \N1 O w D `- ® J O Q) Q z � Q 0 0 zz � J � W Q " I p� M Q ® z ILL 0 z ® Cn } \N1 O w _N ® U1 Q) O� 0 q) U 889Id **FR,4111NG NOTES** JA V DEO GAME 8'-91/2' CEILINGS HEIGHT m D53 e I3' -1m' v i I I MAIN HVAC DUCT -WORK ABOVE —11 D50 42' 9'-2 1/2 5 1 I0'-4' 1 S L---- TEEL BEAM TO BE SIZED C 2'_6' -) 16' X 16' X 8' BLOCK PIER ON I (FIELD MEASUREMENT BY SUPPLIER) d 36' X 36' X 12' CONC. FTG, PAD I r — — , 2'-1 3'-m /2' -4' — D54 I I (TYPICAL) BUILT-IN CABINETS AS = — — — F I — PER FINAL ALLOWANCE cABlr�rs DEsI BY oTHE — — — I — STEEL. BEAM To SPAN ACROSS �L — /--Jl ath 5@9 l 9 I C N./�9 1/2' C 1 I I I TO BE SIZED BY OTHERS L — J L — — — J I I I I I I I I I L I MAIN SUMP ALUMINUM CLAD FELLA DOUBLE HUNG WINDOWS I ------ 61 E PATIO DOORS ARE TYPICAL UNLESS OTWERWISE t0 31/2' NOTED. SEE FINAL SPECFICATION SHEETS PIT A I WSFR/ PIT IRRIGATION CONTROL $� ntry s; AL I I I / \ SMEEMBERRaSIIZES O 4 SPACIINRG AS PER CODE FINISHED / / \ DIMENSIONS ARE TO O/O FRAMEWALL 1/2' ADJUSTMENT IS REQUIRED TO ALL � � EXTERIOR WALLS 0 I IL V ALL FIRST FLOOR WINDOW ! DOOR HEADERS TO BE L-------------- (2) 2 x 12'6 UNLESS OTHERWISE NOTED ------- F — 4 -I — HYDROMATICSUMP PUMPUNIT I 58 BI -FOLD, BI -PASS AND MIRRORED DOOR W/ BATTERY BACK-UP SIZES = ROUGH OPENING +2' ALL AROUND �---------------------J L------------------------ I Lu MEMBERS TO BE SIZEDCTURAL BY QUALIFIED ENGINEER LICENSED IN INDIANA / SEE FINAL SPEC'S FOR CONCRETE WALL t FOOTINGS PSI STRENGTHS t REINFORCING z F _1 V-9 I/1' CEILINGS HEIGHT REQUIREMENTS u �I D4 I D51 DOUBLE JOIST UNDER GARDEN TUBS CRAWL SPACE (TYPICAL) I FINISHED AREALu Lu STAMPED FATTEN CONCRETE Q 4' MIN. GRANULAR FILL BASE OVER 6 MIL VAPOR BARRIER (TYPICAL) A 4 1% I I 4' RETAINING WALL W/ BRICK VENEER — — — — — — — — — — — — — — — — — — — — — — — — — — — — I o L \ GONG. SLAB TOP CAP I I DW. Lu CONCRETE SHORTWALL W/ FROSTICE I LOWER FOOTING: BELOW 0 1 FLU44EAMOSU�KITCHENTTE 6 I FINAL TO DESIC�D 6' u 1 I ,,NOTE,, FINISHED LLI UNEXCAVATED STEEL BEAM TO BE SIZED UNEXCAVATED 0 I 40 1/2'(H) STUDWALL W/ ( m u, I (FIELD MEASUREMENT BY SUPPLIER) 4 MIN. CONCRETE FLOOR SLAB AREA DRAIN d 1 1 RAISED 16'(W) BAR-TOPcn MIN. OVER6, IL VAPOR BARRIER JA V DEO GAME 8'-91/2' CEILINGS HEIGHT m D53 e I3' -1m' v i I I MAIN HVAC DUCT -WORK ABOVE —11 D50 42' 9'-2 1/2 5 1 I0'-4' 1 S L---- TEEL BEAM TO BE SIZED C 2'_6' -) 16' X 16' X 8' BLOCK PIER ON I (FIELD MEASUREMENT BY SUPPLIER) d 36' X 36' X 12' CONC. FTG, PAD I r — — , 2'-1 3'-m /2' -4' — D54 I I (TYPICAL) BUILT-IN CABINETS AS = — — — F I — PER FINAL ALLOWANCE cABlr�rs DEsI BY oTHE — — — I — STEEL. BEAM To SPAN ACROSS �L — /--Jl ath 5@9 l 9 I C N./�9 1/2' C 1 I I I TO BE SIZED BY OTHERS L — J L — — — J I I I I I I I I I L I MAIN SUMP mT I ------ 61 `r 00 t0 31/2' I PIT A I WSFR/ PIT IRRIGATION CONTROL $� ntry s; AL I I I SYSTEM BOX } O FINISHED CLOSET UNDER — — — — 8'-9 I/2' GN. � � i 0 I IL V L-------------- z ------- F — 4 -I — HYDROMATICSUMP PUMPUNIT I 58 W/ BATTERY BACK-UP �---------------------J L------------------------ I Lu Z J z F _1 V-9 I/1' CEILINGS HEIGHT u �I D4 I D51 CRAWL SPACE I FINISHED AREALu Lu STAMPED FATTEN CONCRETE Q 4' MIN. GRANULAR FILL BASE OVER 6 MIL VAPOR BARRIER (TYPICAL) A 4 1% I I 4' RETAINING WALL W/ BRICK VENEER I o L a TOP CAP I I DW. Lu CONCRETE SHORTWALL W/ FROSTICE I LOWER FOOTING: BELOW 0 1 FLU44EAMOSU�KITCHENTTE 6 I FINAL TO DESIC�D 6' u 1 I ,,NOTE,, FINISHED LLI 1 I 1 STEEL BEAM TO BE SIZED -2 0 I 40 1/2'(H) STUDWALL W/ ( m u, I (FIELD MEASUREMENT BY SUPPLIER) AREA DRAIN d 1 1 RAISED 16'(W) BAR-TOPcn — — -- — _ _ _ _ 1 '-5 1/2' BRICK 8' -lm 1/2' L v J 4 C � 6' I 1 1 1 � O I I 3' DIA. S Q STL COL COL FRAME ICK � �Rt1.ET-e 3 R�FRONaTC(TYPJ I \ \ 2' I 2• 8'-I0 1/2'Lu ARE IN I I CARDS 8'-91/2' CEILING HEIGHTI = - W_ a I CRAWL SPACE W30 I 1 FINISHEp AREA 1 I I "��" DROPPED LVL BEAM TO BE SIZED `p - ]i - a 1 4' MIN. GRANULAR FILL BASE OVER 1 I e (FIELD MEASUREMENT BY SUPPLIE w u I w 6 MIL VAPOR BARRIER (TYPICAL) 1 CID 0 I0'-4' I I 6'-2 /1' I'-4' T -m' 1'-4' 6'-2 1/2' RAISED BAR -TOP r---------------� `r I I r ------ I I I 34'X24'(H) _ CRAWL ACCESS L------------------------- ------------ L 40 1/2'(H) STUDWALL W)I- RAISED 24'(W) BAR -TOP — — — 1 i i 1'-4' X 1'-4' BRICK COLUMNS WOOD LL W/ DURAWALL REINFORCING ON 36' X 36' X 12' CONC. FTG. — — — N I RETAINING: TIMBERS IF READ. JA V DEO GAME 8'-91/2' CEILINGS HEIGHT m D53 e I3' -1m' v i I I MAIN HVAC DUCT -WORK ABOVE —11 D50 42' 9'-2 1/2 5 1 I0'-4' 1 S L---- TEEL BEAM TO BE SIZED C 2'_6' -) 16' X 16' X 8' BLOCK PIER ON I (FIELD MEASUREMENT BY SUPPLIER) d 36' X 36' X 12' CONC. FTG, PAD I r — — , 2'-1 3'-m /2' -4' — D54 I I (TYPICAL) BUILT-IN CABINETS AS = — — — F I — PER FINAL ALLOWANCE cABlr�rs DEsI BY oTHE — — — I — STEEL. BEAM To SPAN ACROSS �L — /--Jl ath 5@9 l 9 I C N./�9 1/2' C 1 I I I TO BE SIZED BY OTHERS L — J L — — — J I I I I I I I I I L I MAIN SUMP mT I ------ 61 `r 00 t0 31/2' I PIT A I WSFR/ PIT IRRIGATION CONTROL $� ntry s; AL I I I SYSTEM BOX } O FINISHED CLOSET UNDER — — — — 8'-9 I/2' GN. � � i 0 I IL V L-------------- z ------- F — 4 -I — HYDROMATICSUMP PUMPUNIT I 58 W/ BATTERY BACK-UP �---------------------J RECREATIONAL AREA I Lu Z J z F _1 V-9 I/1' CEILINGS HEIGHT u �I D4 I D51 CRAWL SPACE I FINISHED AREALu Lu Q 4' MIN. GRANULAR FILL BASE OVER 6 MIL VAPOR BARRIER (TYPICAL) A 4 1% I I 4' m a JA V DEO GAME 8'-91/2' CEILINGS HEIGHT m D53 e I3' -1m' v i I I MAIN HVAC DUCT -WORK ABOVE —11 D50 42' 9'-2 1/2 5 1 I0'-4' 1 S L---- TEEL BEAM TO BE SIZED C 2'_6' -) 16' X 16' X 8' BLOCK PIER ON I (FIELD MEASUREMENT BY SUPPLIER) d 36' X 36' X 12' CONC. FTG, PAD I r — — , 2'-1 3'-m /2' -4' — D54 I I (TYPICAL) BUILT-IN CABINETS AS = — — — F I — PER FINAL ALLOWANCE cABlr�rs DEsI BY oTHE — — — I — STEEL. BEAM To SPAN ACROSS �L — /--Jl ath 5@9 l 9 I C N./�9 1/2' C 1 I I I TO BE SIZED BY OTHERS L — J L — — — J I I I I I I I I I L I MAIN SUMP mT I ------ 61 `r 00 t0 31/2' I PIT A I WSFR/ PIT IRRIGATION CONTROL I I I I E CRAWL SPACE N ig 4' MIN. GRANULAR FILL BASE OVER 6 MIL VAPOR BARRIER (TYPICAL) I I I I L I I I I I I I I GAS METER L- -� DROPPED LVL BEAM — �- — — -� LOCATION \ ABOVE- 889fd I----------- F—_j I L ------ ---------J I i MINIMUM SEPARATION DISTANCE MW I MAIN SUMP mT w n � - 1 / A0110 VISU�2IT `* 2' ------ --- -- — RO. L- — D56 D5 L — D5 . WALL 48'47 36'(W) 1 I H1llJ I. 9 RIRN� 21-' 16xX 8 CONRIC FT (TYPJ D58 4 -m' /2'-m' 3'-I I/2' - 5'-m I/2' X 6 B S4 2'-1m' HE ACCESS 1" idI DOOR D5 DROPPED HVAC DUCTWORK LIFT EXERCISE RM. I STATION - UNFIN. STORAGE 4 10-3 1/, 8'-9 I/2' CEILING HEIGHT I I 34' X 24'(H) I1 I MAIN SUMP UNFINISHED AREA R04W-IN FOR FUTURE SUBMERSIBLE 2ND MECH UNIT. W/ BATTERY BACK -UIP SUMP 31'-41/2' w n � - u o �o 61 `r 00 t0 31/2' 14'-m' PIT A I WSFR/ PIT IRRIGATION CONTROL z AL I O SYSTEM BOX } O — Q I — — — — 0 � ANEATE) PANEL FIEMIPLED 0 I V L-------------- J ------- F HYDROMATICSUMP PUMPUNIT I W/ BATTERY BACK-UP �---------------------J I UNEXCAVATED Z J z F _1 r -71 �I i L----------------------uj I BASEMENT PLAN SCALE: 1/4" = 1'-0' 1155 SQ.FT. (FINISHED AREA) 9'-O' X 8" POURED REINFORCED CONCRETE BASEMENT WALL HEIGHT (TYPICAL) V-131/2" TYPICAL CEILING HEIGHT 4LL INTERIOR DOOR HEIGHT a 6'-8" FINISHED It'll =4G nti 1=an ile.= ►.intern w2� CA 1 RETAINING TIMBERS IF READ. I I — — — — — __j I Lu �I <I *=NOTE** BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OFA QUALIFIED ENGINEER FOR THE PROPER 51ZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, ETC. IT IS THE BUILDER / OWNER RESPONIBILITY TO VERIFY ALL DIMENSIONS 4 DE51GN OF THESE DOCUMENTS FOR ACCURACY. r` OO Q ® z U= O z } O — Q �I Q N 0 W zz 0 Q V Q ® z U= O z } �I Q N 0 V v e " m W15 `� 3311 DH N E63311 DH v � W17 3529-2 AWNING v m m `4 6 ff v 23'-8' IS' -11' V-2 3/8' 13'-4' 10'-4' 10' V-5 1/2' 10' II' -5' 10' 1'-6 1/2' 2'-0' V-2 3/8' LI WT -IRON CON PATIO / \ STAMPED CONCRETE SLAB — _ — — — — — — — — — (FIELD LOCATE OUTDOOR FIRE -PIT OR OUTDOOR FIREPLACE) ---------------- ❑❑� 8889 // // \\ \ WASTO GRADE \ \ 10, COLUMN TRIM 3311 - 2 DH. COVERED VERANDA I � 10-I I/8 CEILING HEIGHT CONCRETE FLOOR SLAB 9'-5 I/1' 2'-0' Y-2 1/2' 2' -Il 1/8' \ \ \ \ HOOK-UP FOR / / ` � � / / 890b \ \ GAS GRILL / �-• O p�- �' / ;k, lk/� 36'(H) OPEN RAILING \ \ \ CONDUIT UNDER / V O�J� 0p / .0 \ \ CONC. SLAB , �`'�- < 890.0 ------------ ------------ \ IL 1 i BOX -SEAT W/ HINGED TOP c��T I �;, / / s /$,o I 1' TALL CORNER Tv CABINET 4'-9 I/2' 5' I/1' FOR 42' TV. (CONSTRUCT ON SITE) 42'(W) GAS -BURNING NON -VENT W 1 1 I PREFABRIFLUSHCATED FIREPLACE � AND UNITS. W/ STONE OW1 d I C. TILE HEARTH I / / D6 \`is s 0 I 14' MU E / 1/2 LITE 2911 3 DH. I TRANSVED9 insul. mtl. J L •��door / �0 ---- �" ��(� 8898 </ PGp3 \ \ BREAKFASTI FAMILY ROOM I Urz LI D r, i0 8; �ti po ❑ Q 10'-1 1/8' CEILING HEIGHT D7 I PE LDA I Rear Hall 81 \ �� \CATHEDRAL CEILING 42 HIGH WALL � 10'-1 I/8"CA I 0 W/ WD. TRIM CAP WO 8 _0, 8'-8� 1 I 3'-2' 4'-91/2' 4'-0' STORAGE LOCKE \ \ meal v \ \ / 00 2971- 3 DH. 1 \ \ Q I I i RAWER ST 1 \ \ e D10 ❑ 8895 \0 6'-3 I/2'1'-0 1/2' I 10'-0111' 5 I/2' I I \ 22'-5' gV e JA iO i I \� I Bath �2 D11 3311 -3 DH W 14 \ I 1 101-11/6, C.H. Locker 1 15/16' WROUGHT 4'-1 1/2' 1 5 1/2' 10'-I I/8' C}I. Q PROVIDE MTL. HANGERS STEEL BEAM TO SPAN ACROSS (FIELD MEAS.) IRON -81/2' Y-2 1/2' _ W/ I X TRIM WRAP TO BE VERIFIED _ — — — — — DROPPED BEAM — — SLK -i "' — — ----- ------ -I _ Flush beam D12 BENCH "' w/ hangers — — — — — — -- - —� �—_ -- PAIR ---------------- IShelf V-111/2' o _ \ bookcase Oa, -------- — _9 > close brm7. /II M � 364)FI.A4-12' 2 9II ---------- P ntr D h� I 1 C11 1136%) GAS -BURNING PREFAB. O I FoTolii 000— I I — —) I IRONUGHT �' 1'-4 I/z' ° v 4'-0' — — — \� `r * *E I\A� (I G I OTE S * * MASTER SUITE I =, I I FIREPLACE UNIT. W/ CERAMIC I "� ALUMINUM CLAD PELLA DOUBLE HUNG WINDOWS 101-11/61 C.H. (CENTER) I I \ I I FAGS 4 FLUSH C. TILE I EARTH I I D13 je as 4 PATIO DOORS ARE TYPICAL UNLESS OTHEF DISE 12'-1 1/8' C.H. (PERIMETER) I I _ z z @ NOTED. SEE FINAL, SPEGI=(CATION SWEETS i I SITTING RM. 1'-2' I a A 10'-I 1/8' Cld. I I `A STRUCTURAL BRACING, BRIDGING 4 FLOOR l0 X 1O COLurhNEE 4'-0' Rear Hall 81 rough -in for future W/ APPLILtD TRIM I \\qPM 0 1 I I D14 y MEMBER SIZES 4 SPACING AS PSR CODE 3 I/2' \ \\ �`p 11'-0' � 10'-I i/8' CH. D16 dr er unit — ❑ ❑ 22 -11 1/2 I I I 1 CA II' -6 8 -2 I/2 3351 DH. DIMENSIONS ARE TO O/O FRAMEWALL :@ EXTEERRIIOR� WALLS TMENT 15 REQUIRED TO ALL I/V 81� KITCHEN I D15 I wb 10'-I 1/8' CEILING HEIGHT 47 O I I ❑ ALL FIRST FLOOR WINDOW 4 DOOR HEADERS TO BE z — _j (2) 2 x 12'S UNLESS OTHERWISE- NOTED 1 I I I (� FINAL CABINET LAYOUT � I � I/8' C.N. — — — � I Q e DESIGNED BY OTHERS Office �2 Laundry 10'-1 I/8' CEILING HGT. 8895 BI -FOLD, BI -PASS AND MIRRORED DOOR / \ I LAYOUT BY OTHERS _ I I I 10'-1 I/8 CA o, SIZES = ROLi OPENING +2' ALL AROUND I / \ I ❑ Pedasta @ 8'-6'Il'-2 I/1' Sink ,n r rALL MEMBERS TO BE SIZED BY QUALIFIED OR LVL 5TRUC:TURAL 5EAM 10'-I 1/8' CN. D24 — — - (see detail A D `" n/ chute _ —_— ENGINEER LICENSED IN INDIANA ee 8' HIGH 10'-1 I/8' CA D2 i — — V\ II 890 roEOTING PI Si FOR _jtI1ORCInLIG — — — — — — — _ _ _ I REQUIREMENTS 8 HIGH GRAND HALL ART NICHE D20 8' HIGH s laundr chute above ))��DOUBLE 10'-I 1/8' CEILING HEIGHT Co I D19- u' Rear Hall *2 2 -8' HALF-LI?E DR W/ ( (TYPICAL) UNDER GARDEN TUBS 14' MULLED TRAMS. ' '-0' 6'-0' 1' -II 1/1' 3'-8' 2'-4' 6'-2' R.O. 2'-10' 4'-5' 10' CA 10'-1 1/8' C.H.12'-3' M. BATH ART NICHE 5 13'-1' — — — — — _ 8' HGT. D2 I I v Q ART NIG$ — 8'-1 1/8' Bottom of 890.4 10'-1 1/8' CEILING HEIGHT D2 — — — — — — _ doWeight— _ X11 6 HIGH I N 8' HIGH -7 _T — — — — — ARCHED OPNG. — — — 3'-6' '6' 4' I I/2' 1'-0' 1'-11 1 1-6' V-10 1/2' 4'- 5'r3' I ID18 I 889D l0' X 10' SQ COLUMN rn —_ D21 ° I I W/ APPLIED TRIM C _ (E) glass block wall D26 Closet — — — — — — — — — — — 48' linen woo,FU erng I I I I I I I I S' HIGH I I "' n 4'-0 1/2' w 1 48SHouIE2 BASE I I D2 Header, Wei tom of I a n 8895 STUDY /OFFICE 2 4 26 I 4'-8' 5'-6 1 5'-3' 11 6'-5 1/2' / 3 I/2' `ht 1 =L 10'-1 1/8' CEILING HEIGHT C, 3311 DH. tread re dse stair DINING ROOM I �� � BUILT-IN As PER ALLOWANCE M M D28 2R E 2S 2R t 2S `r I +' "' 10'-1 I/8' CEILING HEIGHT !CENTER) N h DESIGNED BY OTHERS 4-O OPEN FOYER - i A/C > I I I g 9'-1 1/8' CEILING HEIGHT (PEI;211 R) lz Aa (W5) SLOPED CEILING UP TO 2ND FLOOR — ul � M. CLOSET g> I = 10'-1 I/8' CEI INC HEIGHT 4'- Il' -91/2' Q' I z c0 14'-8' 5 SHEVLES 15'-01/2' 3 1/2' RILL TH r C „ AfC ao ` 4'-I 14' 4'-1' 10'-11/2 FINAL SHELVING LAYOUT WINDOW SEAT 2'-I 1/2' 2'-10 I/2' o, DESIGNED BY OTHERS 16' 54. Dl I6' SA.LU I I 0 r r r 111 GAS METER a 16' UPPER IUS SIDELI 0 3 1/4 r 63 n IR 4 1S C„ I �' 3311 - 2 DH. LOCATION ABOVE \ / 890.4 W4 _@ — 1R 4 IS 5 SHEvLES \ � ' � , " ICN, " ATTACHED SHUTTERS I COVERED PORCH I 24' ARCHED HEAD TRANS. 3311 H � 3365 - 3 DH w2 i I STONE PAVER5 OVER CONC. I I 8902 I W3 �= 10'-1 1/0" CEILING HEIGHT (TYPICAL) -------------- UNLESS OTHERLUISE NOTED STONE PAYERS 10' X 10' SQ BOX TRIM 10 1'-0' 10' 6'-0' 6'-0' COLUMNS (TYPICAL) 88914 Im 5'-11/1' 1L 5'-11/2' 19' -Il' FIRST FLOOR PLAN V-01/1' V-01/2' 7-11/2' 1'-1l/2' SCALE: 1/4" = 1'-0" 3563 5Q.FT. (LIVING AREA) 15'-3' 8'-0 1/2' 1'-3 l/2' V -0"«I) CUSTOM DOORS 45 PER FLOOR PLAN AND DOOR SCHEDULE SHEET lcz Ln AZ r` **NOTE** BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER 51ZING OF ALL 5TRUCTURAL HEADER5, RAFTERS, SUPPORT SEAMS, LAMINATED BEAMS, JOISTS, ETC. IT 15 THE BUILDER / OWNER RE5PONI5ILITY TO VERIFY ALL DIMEN51ON5 4 DE51GN OF THESE 0(7CIJMFNT1,;;=nR d(^�I1Qdr_Y � w7 m Q 8888 (GRADE), , �t ® z IL 889.4 � 89014 zo p insul. mtl. � IN D5 door / \ STAMPED CONCRETE SLAB — _ — — — — — — — — — (FIELD LOCATE OUTDOOR FIRE -PIT OR OUTDOOR FIREPLACE) ---------------- ❑❑� 8889 // // \\ \ WASTO GRADE \ \ 10, COLUMN TRIM 3311 - 2 DH. COVERED VERANDA I � 10-I I/8 CEILING HEIGHT CONCRETE FLOOR SLAB 9'-5 I/1' 2'-0' Y-2 1/2' 2' -Il 1/8' \ \ \ \ HOOK-UP FOR / / ` � � / / 890b \ \ GAS GRILL / �-• O p�- �' / ;k, lk/� 36'(H) OPEN RAILING \ \ \ CONDUIT UNDER / V O�J� 0p / .0 \ \ CONC. SLAB , �`'�- < 890.0 ------------ ------------ \ IL 1 i BOX -SEAT W/ HINGED TOP c��T I �;, / / s /$,o I 1' TALL CORNER Tv CABINET 4'-9 I/2' 5' I/1' FOR 42' TV. (CONSTRUCT ON SITE) 42'(W) GAS -BURNING NON -VENT W 1 1 I PREFABRIFLUSHCATED FIREPLACE � AND UNITS. W/ STONE OW1 d I C. TILE HEARTH I / / D6 \`is s 0 I 14' MU E / 1/2 LITE 2911 3 DH. I TRANSVED9 insul. mtl. J L •��door / �0 ---- �" ��(� 8898 </ PGp3 \ \ BREAKFASTI FAMILY ROOM I Urz LI D r, i0 8; �ti po ❑ Q 10'-1 1/8' CEILING HEIGHT D7 I PE LDA I Rear Hall 81 \ �� \CATHEDRAL CEILING 42 HIGH WALL � 10'-1 I/8"CA I 0 W/ WD. TRIM CAP WO 8 _0, 8'-8� 1 I 3'-2' 4'-91/2' 4'-0' STORAGE LOCKE \ \ meal v \ \ / 00 2971- 3 DH. 1 \ \ Q I I i RAWER ST 1 \ \ e D10 ❑ 8895 \0 6'-3 I/2'1'-0 1/2' I 10'-0111' 5 I/2' I I \ 22'-5' gV e JA iO i I \� I Bath �2 D11 3311 -3 DH W 14 \ I 1 101-11/6, C.H. Locker 1 15/16' WROUGHT 4'-1 1/2' 1 5 1/2' 10'-I I/8' C}I. Q PROVIDE MTL. HANGERS STEEL BEAM TO SPAN ACROSS (FIELD MEAS.) IRON -81/2' Y-2 1/2' _ W/ I X TRIM WRAP TO BE VERIFIED _ — — — — — DROPPED BEAM — — SLK -i "' — — ----- ------ -I _ Flush beam D12 BENCH "' w/ hangers — — — — — — -- - —� �—_ -- PAIR ---------------- IShelf V-111/2' o _ \ bookcase Oa, -------- — _9 > close brm7. /II M � 364)FI.A4-12' 2 9II ---------- P ntr D h� I 1 C11 1136%) GAS -BURNING PREFAB. O I FoTolii 000— I I — —) I IRONUGHT �' 1'-4 I/z' ° v 4'-0' — — — \� `r * *E I\A� (I G I OTE S * * MASTER SUITE I =, I I FIREPLACE UNIT. W/ CERAMIC I "� ALUMINUM CLAD PELLA DOUBLE HUNG WINDOWS 101-11/61 C.H. (CENTER) I I \ I I FAGS 4 FLUSH C. TILE I EARTH I I D13 je as 4 PATIO DOORS ARE TYPICAL UNLESS OTHEF DISE 12'-1 1/8' C.H. (PERIMETER) I I _ z z @ NOTED. SEE FINAL, SPEGI=(CATION SWEETS i I SITTING RM. 1'-2' I a A 10'-I 1/8' Cld. I I `A STRUCTURAL BRACING, BRIDGING 4 FLOOR l0 X 1O COLurhNEE 4'-0' Rear Hall 81 rough -in for future W/ APPLILtD TRIM I \\qPM 0 1 I I D14 y MEMBER SIZES 4 SPACING AS PSR CODE 3 I/2' \ \\ �`p 11'-0' � 10'-I i/8' CH. D16 dr er unit — ❑ ❑ 22 -11 1/2 I I I 1 CA II' -6 8 -2 I/2 3351 DH. DIMENSIONS ARE TO O/O FRAMEWALL :@ EXTEERRIIOR� WALLS TMENT 15 REQUIRED TO ALL I/V 81� KITCHEN I D15 I wb 10'-I 1/8' CEILING HEIGHT 47 O I I ❑ ALL FIRST FLOOR WINDOW 4 DOOR HEADERS TO BE z — _j (2) 2 x 12'S UNLESS OTHERWISE- NOTED 1 I I I (� FINAL CABINET LAYOUT � I � I/8' C.N. — — — � I Q e DESIGNED BY OTHERS Office �2 Laundry 10'-1 I/8' CEILING HGT. 8895 BI -FOLD, BI -PASS AND MIRRORED DOOR / \ I LAYOUT BY OTHERS _ I I I 10'-1 I/8 CA o, SIZES = ROLi OPENING +2' ALL AROUND I / \ I ❑ Pedasta @ 8'-6'Il'-2 I/1' Sink ,n r rALL MEMBERS TO BE SIZED BY QUALIFIED OR LVL 5TRUC:TURAL 5EAM 10'-I 1/8' CN. D24 — — - (see detail A D `" n/ chute _ —_— ENGINEER LICENSED IN INDIANA ee 8' HIGH 10'-1 I/8' CA D2 i — — V\ II 890 roEOTING PI Si FOR _jtI1ORCInLIG — — — — — — — _ _ _ I REQUIREMENTS 8 HIGH GRAND HALL ART NICHE D20 8' HIGH s laundr chute above ))��DOUBLE 10'-I 1/8' CEILING HEIGHT Co I D19- u' Rear Hall *2 2 -8' HALF-LI?E DR W/ ( (TYPICAL) UNDER GARDEN TUBS 14' MULLED TRAMS. ' '-0' 6'-0' 1' -II 1/1' 3'-8' 2'-4' 6'-2' R.O. 2'-10' 4'-5' 10' CA 10'-1 1/8' C.H.12'-3' M. BATH ART NICHE 5 13'-1' — — — — — _ 8' HGT. D2 I I v Q ART NIG$ — 8'-1 1/8' Bottom of 890.4 10'-1 1/8' CEILING HEIGHT D2 — — — — — — _ doWeight— _ X11 6 HIGH I N 8' HIGH -7 _T — — — — — ARCHED OPNG. — — — 3'-6' '6' 4' I I/2' 1'-0' 1'-11 1 1-6' V-10 1/2' 4'- 5'r3' I ID18 I 889D l0' X 10' SQ COLUMN rn —_ D21 ° I I W/ APPLIED TRIM C _ (E) glass block wall D26 Closet — — — — — — — — — — — 48' linen woo,FU erng I I I I I I I I S' HIGH I I "' n 4'-0 1/2' w 1 48SHouIE2 BASE I I D2 Header, Wei tom of I a n 8895 STUDY /OFFICE 2 4 26 I 4'-8' 5'-6 1 5'-3' 11 6'-5 1/2' / 3 I/2' `ht 1 =L 10'-1 1/8' CEILING HEIGHT C, 3311 DH. tread re dse stair DINING ROOM I �� � BUILT-IN As PER ALLOWANCE M M D28 2R E 2S 2R t 2S `r I +' "' 10'-1 I/8' CEILING HEIGHT !CENTER) N h DESIGNED BY OTHERS 4-O OPEN FOYER - i A/C > I I I g 9'-1 1/8' CEILING HEIGHT (PEI;211 R) lz Aa (W5) SLOPED CEILING UP TO 2ND FLOOR — ul � M. CLOSET g> I = 10'-1 I/8' CEI INC HEIGHT 4'- Il' -91/2' Q' I z c0 14'-8' 5 SHEVLES 15'-01/2' 3 1/2' RILL TH r C „ AfC ao ` 4'-I 14' 4'-1' 10'-11/2 FINAL SHELVING LAYOUT WINDOW SEAT 2'-I 1/2' 2'-10 I/2' o, DESIGNED BY OTHERS 16' 54. Dl I6' SA.LU I I 0 r r r 111 GAS METER a 16' UPPER IUS SIDELI 0 3 1/4 r 63 n IR 4 1S C„ I �' 3311 - 2 DH. LOCATION ABOVE \ / 890.4 W4 _@ — 1R 4 IS 5 SHEvLES \ � ' � , " ICN, " ATTACHED SHUTTERS I COVERED PORCH I 24' ARCHED HEAD TRANS. 3311 H � 3365 - 3 DH w2 i I STONE PAVER5 OVER CONC. I I 8902 I W3 �= 10'-1 1/0" CEILING HEIGHT (TYPICAL) -------------- UNLESS OTHERLUISE NOTED STONE PAYERS 10' X 10' SQ BOX TRIM 10 1'-0' 10' 6'-0' 6'-0' COLUMNS (TYPICAL) 88914 Im 5'-11/1' 1L 5'-11/2' 19' -Il' FIRST FLOOR PLAN V-01/1' V-01/2' 7-11/2' 1'-1l/2' SCALE: 1/4" = 1'-0" 3563 5Q.FT. (LIVING AREA) 15'-3' 8'-0 1/2' 1'-3 l/2' V -0"«I) CUSTOM DOORS 45 PER FLOOR PLAN AND DOOR SCHEDULE SHEET lcz Ln AZ r` **NOTE** BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER 51ZING OF ALL 5TRUCTURAL HEADER5, RAFTERS, SUPPORT SEAMS, LAMINATED BEAMS, JOISTS, ETC. IT 15 THE BUILDER / OWNER RE5PONI5ILITY TO VERIFY ALL DIMEN51ON5 4 DE51GN OF THESE 0(7CIJMFNT1,;;=nR d(^�I1Qdr_Y z �v m Q 0 �t ® z IL O zo p } � IN O W o� ® 0 Q Q Z W Q O zz Q z �v m Q �t ® z IL O zo p } � IN O W _N ® w 0 Q U m �t N Z �Q1 �0 W W LOU. 2 O I I I I I I I I I I I I I I L --- **FRAMING NOTES** ALUMINUM CLAD FELLA DOUBLE HUNG WINDOWS TIO DOORS ARE TYPICAL UNLESS OTHERWISE °D. SEE FINAL SPECFICATION SHEETS SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 164(o SQFT (FINISHED AREA) 6'-S" TYPICAL FINISHED INTERIOR DOOR HEIGHT 842 SQFT (UNFINISHED AREA) UNLESS OTI-ERW16E NOTED 1BER SIZES t SPACINGBRIDGING, DASI PER CODE ENSIONS ARE TO O/O FRAMEWALL ADJUSTMENT IS REQUIRED TO ALL ERIOR WALLS FIRST FLOOR WINDOW t DOOR HEADERS TO BE x 12'S UNLESS OTHERWISE NOTED +2' ALL PSL, OR LVL STRUCTURAL BEAM BERS TO BE SIZED BY QUALIFIED WEER LICENSED IN INDIANA FINAL SPEC'S FOR CONCRETE WALL < STINGS PSI STRENGTH$ a REINFORCING 2UIREMENTS IBLE JOIST UNDER GARDEN TUBS F I�IC, ) Q L, =NOTE - BUILDER / OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, ETC. IT IS THE BUILDER / OWNER RESPONIBILITY TO VERIFY ALL DIMENSIONS 4 DESIGN OF THESE DOCUMENTS FOR ACCURACY. \ �Y CV ■ ■ ■ ■ ■ ■ K� m ® z LL O zo } N O :E _N v � O o U \ �Y CV ■ ■ ■ ■ ■ ■ Sm -C SINGLE CRIPPLE LE ®O 1-4 U DC - DOUBLE CRIPPLE STUD MARK OLH ROOM NAME SIZE HANDING JAM$ R.O. WIDTH R.O. HEIGHT HEADER LENGT HDR HGT. FROM FLOOR REMARKS 9/16' R14 OTH 4 9/16' 6 9/16' LENGTH SC DC 1'-11' 6'-11' OTHER EXTERIOR IS' X 24' OVAL D-1 FOYER V-6' X 1'-0' 111/16' LITES LH 2'-5' 1'-11 1/2' 4'9/16' Lw SEE MANI.P. SEE MANN. AS READ. SPECIALTY WINDOW UNIT DC MASTER CLOSET 3311 DH. rr 16' RADIUS TRANSOM UNIT D-2 REAR HALL 3'-0' X 6'-8' LH SC 4 9/16' 31-21/2, S'-1 1/2' V-5 1/2' SC 24' TRANS. / 3365 -3 DH 4 9/16' 8'-11/2' MULL TRMI�SONI 1 D-3 GARAGE 16'-3' X 8'-0' 8'-11' OH N/A 24' ARCHED TRANSOM ABOVE 16'-3' 8'-3' 16'-9' DC OP T'-11 1/2' CMU OVERHEAD D-4 GARAGE I6'-3' X 8'-0' OH N/A STUDY 16'-3' S'-3' 16'-9' DC 6'-5 3/4' V-0 3/4' T'-11 1/ a OVERHEAD D-5 GARAGE 2'-8' X 6'-6' RH STUDY 4 9116' V-10 1/2' 6' -ii 1/2' V-1 1/2' SG V-0 3/4' SC TOP OF CMU IN L. METAL. DOOR D-6 REAR HALL 3'-0' X 6'-8' LH 4 SAW 4S/1W 2'-9 3/4' V-2 1/2' 6'-i1 1/2' 3'-5 1/2' SC6'-11 1'-11' 1/2' HALF LITE DOOR D__I FAMILY ROOM 3'-0' X 6'-8' LH V-11 3/4' 1' 9 3/4' 4 9/16' SG V-2 1/2' 8'-1' V-5 1/2' SC AWNING UNIT W-6 GARAGE S'-1 1/2' 14' MULLED TRANSOM INTERIOR FIRST FLOOR D-8 REAR HALL 2'-0' X 6'-8' LH 1'-11' 4 9/16 V-10 1/2' 6'-11' 3'-1' SCINSUL. FIXED 4 SAW 31-113/41 MTL. DOOR D-9 COATS 3'-0' X 6'-8' LH 4'0116* W-10 3'-2' 6'-11' 3'-5' SC 1'-3 3/4' 6'-11' 1'-6 3/4' See- GW-II D-10 BATH r1 2'-6' X 6'-8' RH W-11 4 9/16' 2911-3 DH 2'-6' 6'-il' 2'-9' SC 6'-5 3/4' 1'-6 3/4' 6'-11' D -i1 LOCKERS 2'-8' X 6'-S' W-12 RH 2911-3 DH 4 9/16' 4 SAW 2'-10' 6'-11' 3'-1' SC See- CW-13 6'-11' D-12 CLOSET V-0' X 6'-8' BREAKFAST 2911-3 DH PR 4 9/16' 4'-2' 6'-11' 4'-5' SGPAIR 6'-11' W-14 D-13 PANTRY 2'-6' X 6'-8' 4 SAW RH 9'-3 3/4' 4 9/16' 9'-6 3/4' 2'-8' 6'-11' V -I1' SC W-15 6' -Il' 3311 DH D-14 REAR HALL 3'-0' X 6'-8' 6'-5 3/4' V-0 3/4' C.O. 6 9/16' 3'-2' 6'-11' 3'-5' See -61-11, 3311 DH 4 9/16' CASED OPENING D-15 OFFICE 02 2'-8' X 6'-8' RN 4 9/16' W-11 2'-10' 6'-11' 3'-1' Sc S'-10 3/4' 6'-11' 6'-1 3/4' SC D-16 LAUNDRY 3'-0' X 6'-8' LH AWNING UNIT SECOND FLOOR 4 SAW W-18 3'-2' 6'-i1' 3'-5' SC 2'-9 3/4' V-11 3/4' V-0 3/4' Sc D -M BROOM CLOSET 2'-4' X 6'-S' LH DORMER W-19 4 9/16' ARCH HEAD 3341 DH 2'-6' 6'-11' 2'-9' SC V-11 3/4' V-0 3/4' Sc SEE ELEV DORMER W-20 BEDROOM 02 3365-2 DH 4 9/16' S'-6 3/4' 5'-5 3/4' 5'-9 3/4' Sa.-- D-18 STUDY 2'-8' X 8'-0' W-21 RH 3359-2 DH 4S/1W 4 9/16' 2'-10' 8'-3' 3'-1' Sc SC 8'-3' D-19 REAR HALL 3'-0' X 8'-0' 3359 DH C.O. 10 SAW 3'-2' S'-3' 3'-5' SG 6'-I1' 81_32 CASED OPENING D-20 KITCHEN 6'-0' X 8'-0' 2'-9 3/4' CD. V-0 3/4' 6 SAW 6'-2' 8'-3' 6'-8' DC 81_32 CASED OPENING D-21 CLOSET 2'-8' X 8'-0' LH 4S/1W 6'-11' V-10' 8'-3' 3'-1' SC VENTING 4 9/16' 8'-3' 2'-5 3/4 D-22 HALF BATH 2'-8' X 8'-0' RH 4S/1&I W-25 V-10' 8'-3' 3'-1' Sc 2'-9 3/4' 4'-11 3/4' 8'-3' D-23 CLOSET 2'-4' X 8'-0' LH 4 9/16' BEDROOM 03 2'-6' 8'-3' 2'-9' Sc 2'-11 3/4' V-5 3/4' V-2 3/4' 8'-3' D-24 MASTER SUITE 3'-0' X 0'-0' RH BASEMENT 4 9/16' W-21 3'-2' 8'-3' 3'-5' SG S'-10 3/4' l'-5 3/4' 8'-3' D-25 MASTER BATH 2'-6' X 6'-8' RH AWNING UNIT 4 SAW VIDEO GAMES 2'-8' 6'-11' 2'-11' Sc S'-10 3/4' 1'-5 3/4' 6'-1 3/4' SC D-26 LIMN 2'-4' X 6'-8' AWNING UNIT RH CARDS 4 SAW 2'-6' 6'-11' 2'-9' Sc 2'-8 3/4' SC D-21 WATER CLOSET 2'-4' X 6'-8' W-30 RH 2941 DH 4 SAW 4 SAW 2'-6' 6'-11' 2'-9' Sc SC D-28 MASTER CLOSET 2'-6' X 6'-8' I RH 4 SAW 2'-8' 6'-11' 2' -Il' SC INTERIOR SECOND FLOOR D-29 BEDROOM "2 2'-6' X 6'-8' RH 4 9/16' 2'-8' 6'-11' V -Il' SC 6'-11' D-30 BED V2 WIG 2'-4' X 6'-S' LH 4 SAW 2'-6' 6'-11' 2'-9' SG 6'-11' D-31 BATH 04 2'-4' X 6'-S' LH 4'0/16' 2'-6' 6'-11' 2'-9' SC 6'-11' D-32 BATH 04 2'-4' X 6'-S' RN 4 SAW 2'-6' 6'-11' 2'-9' SC 6'-11' D-33 BATH 04 2'-4' X 6'-S' PD 4 9/16' 4'-10' 6'-11' 5'-1' SCCOMMERICAL 6'-11' GRADE T DOOR D-34 BA 04 LND. CHUTE I'-6' X 3'-6' LH 14'B/16' 1'-8' 3'-8' 1'-i1' SC6'-11' CUSTOM DR VERIFY OPENING D-35 BATH 04 2'-4' X 6'-8' RH 4 SAW 2'-6' 6'-11' V-9' SC 6'-11' D-36 BATH 04 2'-4' X 6'-8' RH 4S/1W 2'-6' 6'-11' 2'-9' SC 6'-i1' D-31 BED 04 WIC 2'-4' X 6'-8' LI" 1 4 SAW 2'-6' 6'-11' 2'-9' Sc 6'-i1' D-38 BED04 2'-6' X 6'-8' LH 4'9116' 2'-8' 6'-11' 2'-11' SC 6'-11' D-39 CLOSET (2) 2'-6' X 6'-8' PR 4 9/16' 5'-2' 6'-11' 5'-5' SCPAIR 6'-11' D-40 LOFT W.I.C. 2'-S' X 6'-8' LH 4 9/16' V-10' 6'-11' 3'-1' SG 6'-11' D-41 ATTIC AREA 2'-8' X 6'-8' RH 4 SAW V-10' 6'-11' 3'-1' SG6'-11' INSUL. METAL DOOR D-42 BATH 03 2'-4' X 6'-6' RH 4 SAW 2'-6' 6'-11' 2'-9' SC 6'-11' D-43 BATH 03 2'-4' X 6'-8' R14 4 SAW 2'-6' 6'-il' 2'-9' SC 6'-11' D-44 BATH 43 2'-4' X 6'-8' LH 4 9/16' 2'-6' 6'-11' 2'-9' SC 6' -Il' D-45 BED 03 WIC 2'-4' X 6'-S' LH 4 9/16' 2'-6' 6'-11' 2'-9' SC 6' -Il' D-46 BED 03 V-6' X 6'-8' LH 4S/1W 2'-8' 6'-11' 2' -Il' SC D-41 STOR / MEC44 2'-8' X 6'-8' LH 4S/1W V-10 1/2' 6'-i1' 3'-1' See-61-11,INSUL. METAL DOOR D-48 FURN 2'-S' X 6'-S' RH 4 9/16' 2'-10' 6'-11' 3'-i' SC 6'-11' IN1DFVGR BASEMENT D-49 CLOSET 2'-8' X 6'-S' LH 4 SAW V-10' 6'-11' 3'-i' SC 6'-11' D-50 HALL 2'-8' X 6'-S' C.0 6 SAW V-10' 6'-11' 3'-4' 0C6'-11' CASED OPENING D-51 PANTRY 2'-4' X 6'-5' LH 4 SAW 2'-6' 6'-11' 2'-9' SG 6'-11' D-52 BATH 04 2'-4' X 6'-8' LH 6 9/16' 2'-6' 6'-11' 3'-0' DC 6'-11' D-53 VIDEO GAMES 3'-0' X 6'-8' LH 4 SAW V-2' 6'-11' 3'-5' SC 6'-11' D-54 CLOSET 2'-6' X 6'-8' RO. 6 9/16' 2'-6' 6'-11' 3'-0' DC6'-11' 2'-4' DOOR (FUTURE) D-55 CLOSET 2'-6' X 6'-8' RO. 6 SAW 2'-6' 6'-11' 3'-0' DC6'-11' 2'-4' DOOR (FUTURE) D-56 SAT1404 2'-4' X 6'-8' RH 6 SAW 2'-6' 6'-11' 3'-0' DC 6'-11' D-51 EXERCISE 2'-8' X 6'-8' RH 4 SAW V-10' 6'-11' 3'-1' SC 6'-11' 0-58 UNFIN. STORAGE 2'-8' X 6'-S' RH 4 SAW 2'-10' 6'-11' 3'-1' Sc 6'-11' D-59 AUDIO VISUAL 2'-8' X 6'-8' RH 69/16' 2'-10' 6'-11' 3'-4' DC — ASSUME PELLA W I I �l EDO W 6 C' VIII E D U' L HNC NITS OR AS ODTHERW ISE NOTED MARK O4 ROOM NAME SIZE VENTING JAMB R.O. WIDTH R.O. HEIGHT HEADER LENGT4 HDR. HGT. FROM FLOOR REMARKS 9/16' 6 9/16' LENGTH SC I DC 1'-11' 6'-11' OTHER FIRST FLOOR Lu W-1 MASTER BATH IS' X 24' OVAL ® 4 SAW F 1'-8 1/2' 2'-5' 1'-11 1/2' SC Lw zz 6'-8' SPECIALTY WINDOW UNIT W-2 MASTER CLOSET 3311 DH. rr 4 9/16' Q 2'-9 3/4' 61-53/.41 V-0 3/4' SC W-3 DINING ROOM 24' TRANS. / 3365 -3 DH 4 9/16' 8'-S 3/4' SEE MAUUF. V-2 3/4' DC 8'-11' 24' ARCHED TRANSOM ABOVE W-4 STUDY 3311-2 DH. 4 9/I6' 6'-2 3/4' 6'-5 3/4' V-0 3/4' SC 11_11, W-5 STUDY 33i1 DH. 4 9/16' 2'-9 3/4' 6'-5 3/4' V-0 3/4' SC 1'_11' W-6 LAUNDRY 3359 DH. 4 SAW 2'-9 3/4' 4'-i1 3/4' V-0 3/4' SC 1'-11' W-1 GARAGE 4121 AW FIXED 4 SAW V-11 3/4' 1' 9 3/4' 4' 2 3/4' SG 1'-11' AWNING UNIT W-6 GARAGE 4121 AW FIXED 4 9/16' 3'-11 3/4' 1' 9 3/4' 4' 2 3/4' SC 1'-11' AWNING UNIT W-9 GARAGE 4121 AW FIXED 4 SAW 31-113/41 1' 9 3/4' 4' 2 3/4' SC 1'-11' AWNING UNIT W-10 FAMILY ROOM 2911-3 DH 4 SAW 1'-3 3/4' 6'-5 3/4' 1'-6 3/4' See- GW-II W-11 FAMILY ROOM 2911-3 DH 4 SAW 1'-3 3/4' 6'-5 3/4' 1'-6 3/4' SC W-12 BREAKFAST 2911-3 DH 4 SAW 11-33/41 6'-5 3/4' 1'-6 3/4' See- CW-13 W-13 BREAKFAST 2911-3 DH 4 SAW 1'-3 3/4' 6'-5 3/4' 1'-6 3/4' Sc W-14 MASTER SUITE 3311-3 DH 4 SAW 9'-3 3/4' 6'-5 3/4' 9'-6 3/4' SC W-15 MASTER SUITE 3311 DH 4 9/16' 2'-9 3/4' 6'-5 3/4' V-0 3/4' SG W-16 MASTER SUITE 3311 DH 4 9/16' 2'-9 3/4' 6'-5 3/4' V-0 3/4' SC W-11 MASTER BATH 3529-2 AW VENTING 4 9/16' S'-10 3/4' 2'-5 3/4' 6'-1 3/4' SC 1'_11' AWNING UNIT SECOND FLOOR W-18 FOYER ARCH HEAD 3341 DH 4 9/16' 2'-9 3/4' V-11 3/4' V-0 3/4' Sc SEE ELEV DORMER W-19 FOYER ARCH HEAD 3341 DH 4 9/Iro' 2'-9 3/4' V-11 3/4' V-0 3/4' Sc SEE ELEV DORMER W-20 BEDROOM 02 3365-2 DH 4 9/16' S'-6 3/4' 5'-5 3/4' 5'-9 3/4' Sa.-- 6' -Il' W-21 BEDROOM *4 3359-2 DH 4 9/16' S'-6 3/4' 4'-i1 3/4' S'-9 3/4' SC 6'-I1' W-22 ATTIC 3359 DH 4 SAW 2'-9 3/4' 4'-11 3/4' V-0 3/4' SC 6'-I1' W-23 ATTIC 3359 DH 4 9116' 2'-9 3/4' 4'-11 3/4' V-0 3/4' SC 6'-11' 6'-11' W-24 HALLWAY 3529-2 AW VENTING 4 9/16' 5' 10 3/4' 2'-5 3/4 6'-1 3/4' Sc 6'-11' AWNING UNIT W-25 BEDROOM 03 3359 DH 4 SAW 2'-9 3/4' 4'-11 3/4' 3'-0 3/4' Sc 6'-11' W-26 BEDROOM 03 3529 AW VENTING 4 9/16' 2'-11 3/4' V-5 3/4' V-2 3/4' Sc 6'-i1' AWNING UNIT BASEMENT W-21 EXERCISE ROOM 351i-2 AW VENTING 4 SAW S'-10 3/4' l'-5 3/4' 6'-1 3/4' SC 8'-3 1/2' AWNING UNIT W-28 VIDEO GAMES 3511-2 AW VENTING 4 SAW S'-10 3/4' 1'-5 3/4' 6'-1 3/4' SC 8'-3 1/2' AWNING UNIT W-29 CARDS 2941 DH 4 SAW V-5 3/4' 3'-11 3/4' 2'-8 3/4' SC 1'-6' W-30 CARDS 2941 DH 4 SAW V-5 3/4' 3'-11 3/4' 2'-8 3/4' SC r. Ni N ���� zQ <Z m Q cX COz 1 U= C n LO '� Z Q z r o. oc OO W � ® z U :l` Z z ® W C N 0 Lu OO Jam. Q ® ILI F U; Q LL 2 0 0 Lw zz J rr Q U r. Ni N ���� zQ <Z m Q cX COz 1 U= C n LO '� Z Q z r IN oc ® z U z ® } N 0 Lu _N ® ILI F O LL 2 0 0 13 U IN CV Z 8 i F T W W LL 2 0 i IN L 1 V4 41 z L— — — — — — — — — — — — — — — — — — — — — — — — J BASEMENT ELECTRICAL PLAN SCALE: 1/4' = V-0' 'MBOL DESCRIPTION G� CABLE >1 PHONE E SPOT LIGHT O — COACH LIGHT RECESS LIGHT iSOFFIT FLOOD LIGHT ,} CEILING LIGHT }H WALL LIGHT f FAN & LIGHT W n FAN ONLY _N w WHIRLPOOL MOTOR w ELEC. OUTLET OO 1/2 HOT PLUG Q GFIP ELEC. OUTLET "IP gra 220 VOLT PLUG ELEC. SWITCH A/C COMPRESSOR 0-1 SMOKE DETECTOR B DOOR BELL SVC ELECTRIC PANEL 16 ELECTRIC METER CHIMES Q • O u N N Z o� �Q Qz cog X co A ®� Ln-® L Lo Q Iq Q z O V z O H xA R a M F"l t� G� O 6� 0( O — �t • 1J � I O z } f w W n I _N w ® w � OO Q - Err J zz J A, W Q U • O u N N Z o� �Q Qz cog X co A ®� Ln-® L Lo Q Iq Q z O V z O H xA R a M F"l t� O O 6� 0( �t ® z I O z } O w Z I _N w ® w � TL O � U O O 6� �t O \ N Z -A O@ W T, r W � LL SYMBOL DESCRIPTION CABLE [I PHONE O SPOT LIGHT COACH LIGHT RECESS LIGHT z SOFFIT FLOOD LIGHT O CEILING LIGHT &i WALL LIGHT ® FAN & LIGHT ® FAN ONLY N WHIRLPOOL MOTOR 8 ELEC, OUTLET 0 1/2 HOT PLUG Q GFIP ELEC, OUTLET GFIP @ 220 VOLT PLUG $1 ELEC, SWITCH ® A/C COMPRESSOR Sal SMOKE DETECTOR B DOOR BELL J SVC ELECTRIC PANEL W ELECTRIC METER CHIMES DOUBLE FLOODS O O r ® z � O z ® } � �t J �►I N _N ® 0 � Q � U Low zz J A W Q O O ® z � O z ® } � �t O �►I N _N ® 1.0 � O � U O O �t N � O@ i L------ i i i I I I CABLE i I I I I I I I I L--------------� II II II II II I I I I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = V-0' SYMBOL DESCRIPTION CABLE �I PHONE O SPOT LIGHT COACH LIGHT Tiz RECESS LIGHT U; SOFFIT FLOOD LIGHT } CEILING LIGHT Q i WALL LIGHT ® FAN & LIGHT Q FAN ONLY 4 WHIRLPOOL MOTOR r Q ELEC, OUTLET �z 1/2 HOT PLUG :f; Q GFIP ELEC, OUTLET GFIP @-= 220 VOLT PLUG $1 ELEC, SWITCH ® A/C COMPRESSOR SD -1 SMOKE DETECTOR B DOOR BELL D SVC ELECTRIC PANEL ELECTRIC METER CHIMES Q ® z 4- U; z z } N 0 0 Q � r Q � �z :f; Q o 73 U 00 zz Q U Q ® z 4- z z } N o o � o o 73 U