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Home My WebLink AboutA111 Floor Plan & Elevationszmwz x50 lt zo ww 1 --t.„ O DC) D2WwM u i- w W 0 OCC ZW o-MWW0 °XV) WI IZ 4- D=j ,50 TZU M 1-0 1- C13 02MictZwMO,SZ, 0000W O wc‘woo ccogow<zmoce00_ metzttec 1--,...2<a_omo<L,moo,,awo IV •i MINIM s III I CAI 1.- 8801 I D u D p u I s I 1 o d D u D p u I Michael E. Balay, AIA 6801 Lake Plaza Drive, Suite C -305 Indianapolis, Indiana 46220 Tel: (317) 845 -9402 Fax: (317) 845 -9428 mike@balayarchiteets.com I D l o s a u u l W.1 a l D M BALAY ARCHITECTS L PROJECT NO.: 0235 CHECKED BY: MEB DESCRIPTION DATE: 07/10/02 SCALE: 1 =1 ISSUE DATE: 7/12/02 DRAWN BY: ID '11N1 i r• atva >i 2JVW VIVO '0M0 4 1 LIU *IC CIC al 775 .did 2002 BALAY ARCHITECTS, INC. FLOOR PLAN AND ELEVATIONS A111 A■al I I I I I I I I F -L -1- 7 I I— L J r --V-- WEST ELEVATION SCALE: 1/4" FINISH FLOOR ELEV. 10a-0" 'N.2 FAUX WINDOW SEE DETAIL L SCALE: 1 /4" 1 '-0 EAST ELEVATION RIDGE VENT ROOFING SINGLES PREF I NI SHED ALUMINUM GUTTER DOWN SPOUT NOT SHOWN SEE ROOF PLAN EXTERIOR SHEATHING 13Ali tN5 TO MATCH EXISTING PAINTED DOWN SPOUT WOOD DECK t STEPS SEE PLANS FINISH FLOOR ELEV. I00'-O" GRADE 1 1 FOUNDATION 4- SEE SEC STRUCTURAL DRAWINGS FINISH FLOOR ELEV. 100'-0" WOOD TRIM PAINT TO MATCH EXISTING LINE OF FASCIA IN FOREGROUND MATCH EXISTING DEPOT WINDOW PROPORTION PAINT TO MATCH EXISTING COLOR EXTERIOR SHEATHING PAINT BLACK EXTERIOR SHEATHING t BATTENS NOT SHOWN FOR CLARITY FAUX WINDOW DETAIL SCALE: 1 /4" 0" 1 12 8 VENT TO MATCH EXISTING DEPOT. Ix BOARD TO MATCH EXISTING DEPOT. 8 r L SOUTH ELEVATION SCALE: 1 /4" 1 '-0" J I I I I I I I I L NORTH ELEVATION SCALE: 1 /4" V-0" 1 ROOFING SINGLES PREF I NISHED ALUMINUM GUTTER DOWN SPOUT NOT SHOWN SEE ROOF PLAN EXTERIOR SHEATHING t BATTENS TO MATCH EXISTING DEPOT PAINTED DOWN SPOUT FINISH FLOOR ELEV. 100 GRADE FOUNDATION SEE SECTIONS AND STRUCTURAL DRAWINGS FINISH FLOOR ELEV. 100 0 CONCRETE PAD FOR AIR CONDITIONING CONDENSING UNIT WOOD STEPS AS SHOWN 7" MAXIMUM RISE NEW Fl FC.TRIC (IF REQUIRED) ROOF OVERHANG CI.. OF DOOR TREATED WOOD DECK BRIDGE 2X8'S 16" O.C. BETWEEN EXISTING CONC. STOOP NEW BUILDING DOWN SPOUT AND SPLASH PAN TYPICAL 5 0 4" CONCRETE APRON WITH 8" WIDE x 30" BELOW GRADE TURNED DOWN EDGE GENERAL CONSTRUCTION NOTES 1111•11.16 -SLOPE 7 3' x HIGH HOLLOW METAL DOOR AND FRAME (INSULATED) 4 FUTURE UNI -SEX TOILET #102I 9 ELECTRICAL PANEL SEE MEP DRAWINGS ARCHIVAL t CONSERVATION CENTER 44101 N I. DO NOT SCALE THE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. ALL DIMENSIONS SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. 2. ALL PLAN DIMENSIONS ARE FROM COLUMN CENTERLINE, FACE OF STUD, OR FACE OF CMU, UNLESS NOTED OTHERWISE. 3. ARCHITECT MUST BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES IN DIMENSIONS, CODE REQUIREMENTS (BOTH LOCAL AND STATE), AND/OR OTHER CONDITIONS INDICATED BY THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. IF EXISTING JOB SITE CONDITIONS ARE DIFFEREN, THAN THOSE ILLUSTRATED IN THE CONTRACT DOCUMENTS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING. FUTURE TOILET SHOWN FOR MEP STUB-IN PURPOSES ONLY SLAB SEE STRUCTURAL DRAWINGS PAIR 3' x 7' HIGH HOLLOW METAL DOORS AND FRAME (INSULATED) 10' 0 16—on LU SCALE: 1 /4" V-0" MECHANICAL UNIT SEE MEP DRAWINGS FLOOR PLAN 1 1 L PULL-DOWN STAIR ATTIC ACCESS, COORD.W/ MEP. WALL SEE BUILDING SECTION 4-0 4-0" C.L. OF FAUX 1.UND014 C.L. OF FAUX WINDOW 4. THE CONTRACTOR SHALL. VERIFY ALL MECHANICAL AND ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING FOR GRAB BARS, CABINETRY, BATH ACCESSORIES, HANDRAILS, ROUGH OPENINGS (AS REQUIRED), ETC. 6. SEE CIVIL DRAWINGS FOR SIDEWALKS, STEPS, APRONS, ETC. 7. 5/8" WATER RESISTANT WALL BOARD SHALL BE USED ON FACE LAYER IN ALL TOILET ROOMS, MOP SINKS, SINKS, POOL EQUIPMENT ROOM, MAINTENANCE ROOM, CART STORAGE, AND ALL OTHER WET AREAS WHERE THEY OCCUR. cO 77=7. F 1 1 1T 7 i r• I I I I I I I I F -L -1- 7 I I— L J r --V-- WEST ELEVATION SCALE: 1/4" FINISH FLOOR ELEV. 10a-0" 'N.2 FAUX WINDOW SEE DETAIL L SCALE: 1 /4" 1 '-0 EAST ELEVATION RIDGE VENT ROOFING SINGLES PREF I NI SHED ALUMINUM GUTTER DOWN SPOUT NOT SHOWN SEE ROOF PLAN EXTERIOR SHEATHING 13Ali tN5 TO MATCH EXISTING PAINTED DOWN SPOUT WOOD DECK t STEPS SEE PLANS FINISH FLOOR ELEV. I00'-O" GRADE 1 1 FOUNDATION 4- SEE SEC STRUCTURAL DRAWINGS FINISH FLOOR ELEV. 100'-0" WOOD TRIM PAINT TO MATCH EXISTING LINE OF FASCIA IN FOREGROUND MATCH EXISTING DEPOT WINDOW PROPORTION PAINT TO MATCH EXISTING COLOR EXTERIOR SHEATHING PAINT BLACK EXTERIOR SHEATHING t BATTENS NOT SHOWN FOR CLARITY FAUX WINDOW DETAIL SCALE: 1 /4" 0" 1 12 8 VENT TO MATCH EXISTING DEPOT. Ix BOARD TO MATCH EXISTING DEPOT. 8 r L SOUTH ELEVATION SCALE: 1 /4" 1 '-0" J I I I I I I I I L NORTH ELEVATION SCALE: 1 /4" V-0" 1 ROOFING SINGLES PREF I NISHED ALUMINUM GUTTER DOWN SPOUT NOT SHOWN SEE ROOF PLAN EXTERIOR SHEATHING t BATTENS TO MATCH EXISTING DEPOT PAINTED DOWN SPOUT FINISH FLOOR ELEV. 100 GRADE FOUNDATION SEE SECTIONS AND STRUCTURAL DRAWINGS FINISH FLOOR ELEV. 100 0 CONCRETE PAD FOR AIR CONDITIONING CONDENSING UNIT WOOD STEPS AS SHOWN 7" MAXIMUM RISE NEW Fl FC.TRIC (IF REQUIRED) ROOF OVERHANG CI.. OF DOOR TREATED WOOD DECK BRIDGE 2X8'S 16" O.C. BETWEEN EXISTING CONC. STOOP NEW BUILDING DOWN SPOUT AND SPLASH PAN TYPICAL 5 0 4" CONCRETE APRON WITH 8" WIDE x 30" BELOW GRADE TURNED DOWN EDGE GENERAL CONSTRUCTION NOTES 1111•11.16 -SLOPE 7 3' x HIGH HOLLOW METAL DOOR AND FRAME (INSULATED) 4 FUTURE UNI -SEX TOILET #102I 9 ELECTRICAL PANEL SEE MEP DRAWINGS ARCHIVAL t CONSERVATION CENTER 44101 N I. DO NOT SCALE THE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. ALL DIMENSIONS SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. 2. ALL PLAN DIMENSIONS ARE FROM COLUMN CENTERLINE, FACE OF STUD, OR FACE OF CMU, UNLESS NOTED OTHERWISE. 3. ARCHITECT MUST BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES IN DIMENSIONS, CODE REQUIREMENTS (BOTH LOCAL AND STATE), AND/OR OTHER CONDITIONS INDICATED BY THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. IF EXISTING JOB SITE CONDITIONS ARE DIFFEREN, THAN THOSE ILLUSTRATED IN THE CONTRACT DOCUMENTS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING. FUTURE TOILET SHOWN FOR MEP STUB-IN PURPOSES ONLY SLAB SEE STRUCTURAL DRAWINGS PAIR 3' x 7' HIGH HOLLOW METAL DOORS AND FRAME (INSULATED) 10' 0 16—on LU SCALE: 1 /4" V-0" MECHANICAL UNIT SEE MEP DRAWINGS FLOOR PLAN 1 1 L PULL-DOWN STAIR ATTIC ACCESS, COORD.W/ MEP. WALL SEE BUILDING SECTION 4-0 4-0" C.L. OF FAUX 1.UND014 C.L. OF FAUX WINDOW 4. THE CONTRACTOR SHALL. VERIFY ALL MECHANICAL AND ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING FOR GRAB BARS, CABINETRY, BATH ACCESSORIES, HANDRAILS, ROUGH OPENINGS (AS REQUIRED), ETC. 6. SEE CIVIL DRAWINGS FOR SIDEWALKS, STEPS, APRONS, ETC. 7. 5/8" WATER RESISTANT WALL BOARD SHALL BE USED ON FACE LAYER IN ALL TOILET ROOMS, MOP SINKS, SINKS, POOL EQUIPMENT ROOM, MAINTENANCE ROOM, CART STORAGE, AND ALL OTHER WET AREAS WHERE THEY OCCUR. cO