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DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.627.5820 FAX 317.255.0468 email: powersarchplan@aol.com CARSON ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 E MAIL carson9carsondesign.com 11590 N. MERIDIAN SUITE 104 CARMEL I l -i •7/_�><IX, - SET NUMBER Preliminary Not For Construction 12-07-01 OIDW1 I COMMUNITY MEDICAL PAVILION - CARMEL 2'-0' 2'-0' F77 SOUND BATT STUD ABOVE CEILING_ 2'-0" Ea SIDE OF I IWill I I I I e K • WALL TYPE NOTES ATTACH METAL STUDS TO UNDERSIDE ATTACH METAL STUDS TO UNDERSIDE SUSPENDED ACOUSTICAL CEILING TILE SUSPENDED ACOUSTICAL CEILING TILE OF DECK. OF STRUCTURE PROVIDE DEEP LEG UNLESS OTHERWISE NOTED OR KEYED ON FLOOR PIANS TRACK WHERE STUDS ATTACH TO STRUCTURE II III IIII II I I I I II ABOVE. CHICAGO METALLIC ELIMINATOR CHICAGO METALLIC ELIMINATOR ALL WALLS TO BE WALL TYPE #1. CARSON TRACK. BUILT IN TRIM EDGE W/ 3/4' SUSPENDED ACOUSTICAL CEILING TILE. TRACK. BUILT IN TRIM EDGE W/ 3/4" NOTE; REFER TO ROOM FINISH SCHEDULE FOR WALL BASE TYPES. PROTECTIVE TAPE FLAT TAPE ONLY. PROTECTIVE TAPE FLAT TAPE ONLY. DESIGN NOTE; PROVIDE CONTROL JOINTS IN ALL METAL STUD/ SPACKLE AND SAND_ " SPACKLE AND SAND. GYP BOARD WALLS AT 30'-0" MAXIMUM SPACING. I I I I I I I I I 2 f/2 METALSTUDSAT 16 CHICAGO METALLIC ELIMINATOR AT RATED WALLS STUFF CONTROL JOINT FULL WITH O.C. WITH 5/8 GYPSUM BOARD TEL 317.8435979 SOUND ATTENUATION FIRE BLANKET SUSPENDED ACOUSTICAL CEILING TILE EACH SIDE. TRACK. BUILT IN TRIM EDGE W/ 3/4 A PROTECTIVE TAPE. FLAT TAPE ONLY_ 2 f 2" METAL STUDS AT SPACKLE AND SAND. 16--O.C. WITH 5/8 GYPSUM BOARD FAX 317.843.5975 REFER TO FLOOR PLANS FOR LOCATION OF EACH EACH SIDE. INDIVIDUAL WALL TYPE I [590 N. MERL IC>-< I C><1 I SUITE 104 CARMEL INDIANA 46032 TEL 512977.0520 FILL WALL SOLID WITH SOUND ATTENUATION FILL WALL SOLID WITH SOUND ATTENUATION FILL WAIL SOLID WITH SOUND ATTENUATION FAX 512.977.0384 BATTS INSULATION IN THICKNESS TO BATTS INSULATION. IN THICKNESS TO BAITS INSULATION IN THICKNESS TO MATCH REQUIRED METAL STUD SIZE MATCH REQUIRED METAL STUD SIZE. MATCH REQUIRED METAL STUD SIZE. 4201 W.PARMERLANE 2 1/2. METAL STUDS WITH (2) LAYERS 2 1/2" METAL STUDS AT 16" O.C.CX SUITE 104 OF 1/4- GYPSUM BOARD FORMED AROUND WITH 5/8 GYPSUM BOARD EA SIDE_ 2 1/2" METAL STUDS AT 16' O.C. CURVE. C>-/ WITH 5/8' GYP. BOARD EACH SIDE AUSTIN TEXAS 7$727 FLOOR LINE FLOOR LINE C> FLOOR LINE FLOOR LINE wwwxarsmndeftmeom DAVID POWERS ARCHITECTS, P.C. WALL TYPE #5 WALL TYPE ##4 WALL TYPE #3 WALL TYPE ##Z WALL TYPE #1 5816 CARROLLTON AVENUE TYPICAL WALL TYPES NOT ALL MAY APPLY INDIANAPOLIS 1N 46220 NO SCALE ..TEL 317.627.5= ABBREVIATIONS FAX 317M5.0"8 WALL LEGEND a p°'"�'�'�"' SCOPE NOTES MORE STRINGENT. ANY MISCELLANEOUS PROTECTED FROM DAMAGE OF ANY KIND. SHALL ARRANGE FOR USAGE OF THE FREIGHT PRINTED MATTER TO THE OWNER AT THE EXISTING CONDITIONS A.F.F. ABOVE FINISHED FLOOR FD FLOOR DRAIN OD OUTSIDE DIAMETER UON UNLESS OTHERWISE NOTED SYMBOL LEGEND pp �+ ITEMS OR MATERIALS NOT SPECIFICALLY ELEVATOR [OR SUCH ELEVATOR DESIGNATED]. TIME OF SUBSTANTIAL COMPLETION. THE ACT ACOUSTICAL CEILING TILE FIN FINISH OPNG OPENING UR URINAL KEYED NOTE CONTRACTOR`S NOTED, BUT REQUIRED FOR PROPER THE CONTRACTOR SHALL BE RESPONSIBLE IF DELIVERY OF BUILDING MATERIALS INVOLVES CONTRACTOR SHALL INSTRUCT THE OWNER CHANGE ORDERS (� STAMP INSTALLATION-SHALL BE FURNISHED AND FOR FIELD VERIFYING ALL EXISTING WORK THE USE OF FACILITIES OTHER THEN THE OR OWNER'S REPRESENTATIVE IN THE PROPER EXISTING PARTITIONS TO APP APPROXIMATE FLR FLOOR OPP OPPOSITE VCT VINYL COMPOSITION TILE REFER SHEET WHERE SHOWN. RESPONSIBILITIES INSTALLED BY THE CONTRACTOR(S). WHICH IS TO REMAIN, AND DETERMINING AVAILABLE ELEVATORS, THE CONTRACTOR PROPER USE OF THE EQUIPMENT FURNISHED RE. ALL SHEETS REMAIN_ AWT ACOUSTICAL WALL TREATMENT FT FEET O.H. OPPOSITE HAND VERT VERTICAL WALL " ALL WORK SHALL BE WARRANTED A MANNER WHICH POSES NO HAZARD TO EXISTING CONDITIONS SHOWN ON THESE FE FIRE t0(TYPE. SEE PLANS FOR LOCATION Preliminary RE ALL SHEETS WHETHER OR NOT IT CAN BE REPAIRED SHALL COORDINATE SUCH ACTIVITIES IN SUCH BY THEIR TRADE. FD FLOOR DRAIN O TO O OUT TO OUT X AND/OR RECONDITIONED TO MATCH AND BASBLKG BLOCKING TINGUISHER VT VINYL TILE SEE THIS SHEET FOR CONSTRUCTION. ■ SATISFACTORY, IN MATERIALS AND . BLEND WITH NEW MATERIALS AND ANY PERSONNEL WITHIN OR AROUND THE GENERAL CONTRACTOR IS TO PROVIDE A DRAWINGS ARE BASED UPON E — — — — EXISTING PARTITIONS TO BE 8.0. BOTTOM OF PLAS LAM PLASTIC LAMINATE W NTH Not For Construction SHOULD THERE BE ANY QUESTIONS WORKMANSHIP, FOR A MINIMUM PERIOD COMPONENTS. HE SHALL OBTAIN THE — — — — FEC FIRE EXTINGUISHER CABINET REGARDING THE CONTRACT DOCUMENTS, OWNER'S APPROVAL OF THE SCOPE AND BUILDING OR BUILDING SITE THOROUGH CONSTRUCTION CLEAN—UP AT BUILDING OR OTHER CONSTRUCTION REMOVED. SEE DEMO DRAWING_ BOT BOTTOM PLWD PLYWOOD )o0c DOOR NUMBER. REFER TO OF ONE (1) YEAR, OR FOR THE PERIOD OF CLOSE-OUT, INCLUDING VACUUMING AND DOCUMENTS MADE AVAILABLE TO THE PS PROJECTION SCREEN W/O WITHOUT DOOR SCHEDULE EXISTING CONDITIONS, AND/OR DESIGN WARRANTY CUSTOMARY, OR STIPULATED FOR, LIMIT OF SAID WORK PRIOR TO STARTING THE CONTRACTOR SHALL BE THE TRADE, CRAFT, OR PRODUCT, WHICHEVER CONSTRUCTION. NO CHANGE ORDERS SHALL CAB CABINET INTENT, ALL CONTRACTOR OR SUPPLIER REQUESTS FOR CLEANING ALL CARPETING. ARCHITECT BY THE BUILDING OWNER. GA GAUGE WB WOOD BASE 12-07-01 GB GRAB BAR SUBSTITUTIONS OF SPECIFIED !TENS SHALL UNLESS OTHERWISE NOTED, AS—BUILT CAR CARPET QT QUARRY TILE BE SUBMITTED IN WRITING, ACCOMPANIED DESIGN ARCHITECTURAL CONDITIONS HAVE NOT BEEN NEW PARTITIONS TO BE CJ CONTROL JOINT WC WATER CLOSET OFFICE RESPONSIBLE FOR OBTAINING A IS LONGER. THEREFORE, ONLY COMPETENT BE ACCEPTED FOR COMPLETED WORK THAT ROOM NAME, SIZE AND NUMBER_ REFER CLARIFICATION FROM THE ARCHITECT PRIOR TO MECHANICS CAPABLE OF PRODUCING GOOD DOES NOT CONFORM TO THE STANDARDS BY THE ALTERNATIVE PRODUCT INFORMATION, CONSTRUCTED GWB GYPSUM WALLBOARD R RISER WD WOOD 900 BID SUBMITTAL AND PROCEEDING WITH WORKMANSHIP CUSTOMARY TO THE TRADE ESTABLISHED AT THE TIME OF BID FIELD VERIFIED AND MAY VARY FROM THOSE CL CENTER LINE ;J-Dxf4-0 TO ROOM FINISH SCHEDULE TO THE ARCHITECT. ALL SUBSTITUTIONS COMPLIANCE REVIEW SHOWN. RA RETURN AIR WH WATER HEATER ANY WORK, OR RELATED WORK, IN SHOULD BE USED. COMMENCING WORK ACCEPTANCE. CMU CONCRETE MASONRY UNIT HDWR HARDWARE RB RESILIENT BASE WP WORKING POINT ELEVATION NUMBER SHALL BE SUBMITTED TO THE ARCHITECT, NO PRIOR TO SUBMITTING THE CONSTRUCTION QUESTION. BY A CONTRACTOR OR SUBCONTRACTOR RE: ALL SHEETS COL COLUMN HM HOLLOW METAL CONSTITUTES ACCEPTANCE OF THE THE CONTRACTOR SHALL BE RESPONSIBLE LATER THAN (10} WORKING DAYS PRIOR TO ■ BID, THE CONTRACTOR SHALL BE DESIGNATES INTERIOR WALL CONST. REF REFERENCE FOR FAMILIARIZING HIMSELF WITH THE BlD OPENING DATE_ SUBSTITUTIONS SHALL ONLY RESPONSIBLE FOR FIELD VERIFYING ALL X TYPES. REFER TO FLOOR PLANS FOR CONC CONCRETE HORIZ HORIZONTAL REFR REFRIGERATOR SHEET NUMBER THESE CONTRACT DOCUMENTS ARE CONDITIONS AND SURFACE CONCERNED. IF THE CONTRACTOR SHALL SUBMIT SHOP READ REQUIRED PROJECT SCOPE OF WORK BUILDING BE CONSIDERED ONLY IF THEY DO NOT EXISTING CONDITIONS AND ANY CRITICAL LOCATIONS. REFER TO WALL TYPES ON CONST CONSTRUCTION HVAC HEATING, VENTILATING, AIR COND. Uj INTENDED TO DESCRIBE ONLY THE SCOPE ANY SUCH CONDITIONS ARE UNACCEPTABLE DRAWINGS OF CUSTOM MILLWORK CUSTOM THIS SHEET FOR ACTUAL WALL CONSTRUCTION. CONT. CONTINUOUS HW HOT WATER RO ROUGH OPENING ' STANDARDS, SCHEDULE AND DEADLINES. SACRIFICE QUALITY, APPEARANCE, AND � DIMENSIONS ASSOCIATED WITH THE AND APPEARANCE OF THE REAL PROPERTY THE GENERAL CONTRACTOR SHOULD BE FABRICATION OR MANUFACTURE AND SECTION NUMBER THE CONTRACTOR SHALL FURTHER BE FUNCTION. UNDER NO CIRCUMSTANCES WILL PROPOSED WORK. THE CONTRACTOR SHALL CT CERAMIC TILE Fm - IMPROVEMENTS, INCLUDING THE NOTIFIED AT ONCE AND NO WORK DONE PHYSICAL SAMPLES OF ALL FINISH — RESPONSIBLE FOR ADVISING THE OWNER OF THE OWNER BE REQUIRED TO PROVE THAT A CONFIRM THAT ALL WORK OUTLINED WITHIN NOTE: ALL WAILS ARE W1 UNLESS JST JOIST PERFORMANCE AND LEVEL OF QUALITY UNTIL CONDITIONS ARE ACCEPTABLE. ALL LONG LEAD TIME ITEMS AFFECTING THE PRODUCT PROPOSED FOR SUBSTITUTION IS OR MATERIALS SPECIFIED TO THE ARCHITECT FOR THESE DOCUMENTS MAY BE ACCOMPLISHED OTHERWISE NOTED_ CW COLD WATER JT JOINT SA SUPPLY AIR EXPECTED OF ITS COMPONENTS. IT IS PROJECT SCHEDULE AND SHALL, UPON IS NOT OF EQUAL QUALITY TO THE PRODUCT REVIEW AND APPROVAL BY THE OWNER. SHEET NUMBER AS SHOWN, PRIOR TO THE COMPLETION OF SCHED SCHEDULE INCUMBENT UPON THE CONTRACTOR TO THE CONTRACTOR SHALL COORDINATE WITH DET DETAIL KIT KITCHEN REQUEST FROM THE OWNER, SUBMIT ORDER SPECIFIED_ THE BIDDING PROCESS, AND SHALL NOTIFY SEC SECTION X INSURE THAT ALL WORK COMPLETED AND THE OWNER, OR THEIR AUTHORIZED AGENT, REVIEWED SHOP DRAWINGS AND DF DRINKING FOUNTAIN ENLARGED PLAN CONFIRMATIONS AND DELIVERY DATES FOR BOTH THE ARCHITECT AND THE BUILDING LAM LAMINATE SIM SIMILAR 700°a MATERIALS INSTALLED BE IN FULL TO DETERMINE ALL EXISTING MATERIALS TO SUCH LONG LEAD TIME ITEMS TO THE UNDER NO CIRCUMSTANCES SHALL THE SCHEDULES PREPARED BY OTHERS SHALL NOT OWNER OF ANY CONDITIONS ENCOUNTERED DIM DIMENSION LAV LAVATORY �� COMPLIANCE, AS A MINIMUM STANDARD, BE SALVAGED AND RETAINED BY THE OWNER. CONTRACTOR SCALE THE DRAWINGS TO BE CONSTRUED TO BE PART OF THE WHICH MAY EFFECT BUILDING CODE DWG DRAWING SPECS SPECIFICATIONS WITH ALL APPLICABLE CODES, REGULATIONS OWNER. THE CONTRACTOR SHALL REMOVE DETERMINE THE DIMENSIONS. SEE FLOOR CONTRACT DOCUMENTS, AS THE ARCHITECT COMPLIANCE LIFE SAFETY AND ISSUANCELLH LONG LEG HORIZONTAL SF SQUARE FOOT i 1 AND ORDINANCES HAVING JURISDICTION_ SALVAGEABLE MATERIALS FROM THE SPACE THE CONTRACTOR SHALL COORDINATE WITH PLANFOR DIMENSION LOCATIONS. ASSUMES NO RESPONSIBILITY FOR OF A CERTIFICATE OF OCCUPANCY, THE DWC DRINKING WATER COOLER LLV LONG LEG VERTICAL SA SUPPLY AIR---�-r-� AND STORE IN A LOCATION AS DIRECTED BY THE BUILDING OWNER ACCESS TO THE DRAWINGS, SCHEDULES AND/OR TIMELY COMPLETION FOR THE PROJECT OR EA EACH THESE CONTRACT DOCUMENTS DO NOT THE OWNER. ALL OTHER MATERIALS , SPACE AND THE ONGOING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE SPECIFICATIONS FOR WORK ON THE PROJECT ESTABLISHED BUDGET OF SUCH WORK. MAS MASONRY SS STAINLESS STEEL O FINISH NOTE. REFER TO ROOM ATTEMPT TO INSTRUCT THE CONTRACTOR IN RUBBISH, AND DEBRIS, SHALL BE REMOVED WORK. DISRUPTIVE OR POTENTIALLY PREPARED OR ACCOMPLISHED BY OTHERS. EJ EXPANSION JOINT MAX MAXIMUM STD STANDARD FINISH LEGEND L I FOR THE INSTALLATION OF ALL SELECTED THE DETAILS OF HIS TRADE THEY ARE AND PROMPTLY DISPOSED OF BY THE HAZARDOUS CONSTRUCTION ACTIVITIES SHALL MATERIALS WHICH SHALL BE COMPLETE IN NO ADDITIONAL FUNDS WILL BE APPROVED EL ELEVATION MB MARKER BOARD STL STEEL PERFORMANCE SPECIFICATIONS IN THAT THEY CONTRACTOR AT AN OFFSITE LOCATION. THE BE COORDINATED TO OCCUR AFTER NORMAL THE ARCHITECT WILL REVIEW THE FOR WORK OMITTED FROM THE EIFS EXTERIOR INSULATION FINISH SYSTEM © REVISION ALL RESPECTS PRIOR TO THE FINAL MECH MECHANICAL SUSP SUSPENDED DO REQUIRE THAT ALL MANUFACTURED CONTRACTOR SHALL TAKE ALL NECESSARY OFFICE HOURS, SO AS TO MINIMIZE ACCEPTANCE, UNLESS OTHERWISE NOTED. DRAWINGS AND SAMPLES FOR CONFORMITY CONSTRUCTION BID DUE TO LACK OF EX1S EXISTING MEZZ MEZZANINE ITEMS, MATERIALS AND EQUIPMENT BE PRECAUTIONS TQ ASSURE THAT ALL PROPERTY DISTURBANCE TO BUILDING OCCUPANTS. WITH THE INFORMATION CONTAINED IN THE VERIFICATION BY THE CONTRACTOR, EXCEPT TB TACK BOARD ELEVATION TARGET Q INSTALLED IN STRICT ACCORDANCE WITH THE IMPROVEMENTS I.E. PARTITIONS, DOORS, CONSTRUCTION DOCUMENTS, AND RETURN EXP EXPANSION 40 MANUFACTURER'S RECOMMENDED [ THE CONTRACTOR SHALL PRESERVE ALL AS OTHERWISE APPROVED BY THE OWNER MFR MANUFACTURER TEL TELEPHONE FRAMES, CABINETS, CEILING GRID, CEILING THE CONTRACTOR SHALL COORDINATE WITH PRINTED INSTRUCTIONS AND WARRANTIES THE SUBMITTALS TO THE CONTRACTOR WITHIN FOR WORK ASSOCIATED WITH "HIDDEN" EXT EXTERIOR MIN MINIMUM14 Z SPECIFICATIONS, EXCEPT IN THE CASE TILE, AND THE ELECTRICAL AND MECHANICAL THE BUILDING OWNER FOR DELIVERY TO THE THAT ARE PROVIDED WITH EQUIPMENT OR FIVE (5) WORKING DAYS OF RECEIPT, CONDITIONS NOT ACCESSIBLE PRIOR TO T.O. TOP OF SEMI-RECESSED FIRE EXTINGUISHER) Q WHERE THE CONTRACT DOCUMENTS ARE DEVICES, ETC.] WHICH ARE TO REMAIN, ARE SPACE OF ALL BUILDING MATERIALS, AND MATERIALS USED, AND DELIVER SAID EXCEPT AS MAY OTHERWISE BE PROVIDED CONSTRUCTION. M.O. MASONRY OPENING T�/ TELEVISION F E CABINET TO BE PROVIDED/INSTALLED BY FOR BY THE OWNER- TYP TYPICAL P TSCEAEBINEETAITO MA CH DOOR FRAMES.0 1J w z C` n CD SHEET INDEX DOCUMENT APPROVAL �'- AVAILABLE TITLE SHEET LOCATION TM • Wo INDEX SHEET J I� ® e� 7, 8,275 431 TO CHICAGO LU Z V A1.0 DEMOLITION PLAN "TH St. E L3 n ST CLIENT/TENANT DATE A1.1 FLOOR PLAN T— A1.2 ENLARGED PLANS r A1.3 DETAILS AND ELEVATIONS TITLE CF) r A1.4 REFLECTED . CEILING PLANS r A1.5 FLOOR PATTERN PLAN ' LAWRENCE A1.6 DOOR SCHEDULES 11911 FINISH LEGEND AND SCHEDULE abs N. MERIDIAN STREET A1.7 CANOPY DETAILS ST. 3m S PROPERTY MANAGER DATE Li A1.8 CEILING & MISC DETAILS1. 13 465 z A1.9 FLOOR PATTERN LAYOUT GRID _SPEED WA e ° AVAILABLE y COMMON � Z E1.1 ELECTRICAL PLAN 1 SH ST 11,737 SF ,Q . S1.1 STRUCTURAL CANOPY DETAILS En n�Tuv sr 16185 USF CARSON DESIGN ASSOCIATES DATE ca c z (Reference Only) sa °--INDI a Is y A 4 UPON EXECUTION, THE CLIENT AND PROPERTY E 74 MANAGER APPROVE ALL ASPECTS OF THE SCOPE Am ML C3 z To ST. LO OF WORK SHOWN IN THESE DOCUMENTS, INCLUDING nur+ssnH RS DESIGN CONTENT, SCOPE OF CONSTRUCTION AND FINISH SELECTION FOR THE FOLLOWING PHASE. s ❑ SPACE PLANNING ISSUE: MIR SWT P13RT RD. o ❑ PRELIMINARY PRICING TO LOUISVILLE � AVAILABLE ❑ CONSTRUCTION DOCUMENTATION 4,835 USF MEMOPOLgAN INDIANAPOLIS ❑ ALL COSTS INCURRED DUE TO MISINTERPRETATION OF THESE DOCUMENTS OR ANY CHANGES TO THE T T UA E FOOTAGE P LAN 1 IN I T Tff PROJECT REQUESTED AFTER SIGN—OFF SHALL NOT BE THE RESPONSIBILITY OF CARSON DESIGN NO SCALE NORTH NO SCALE NORTH NO SCALE 4ORTH ASSOCIATES AND RESPONSIBILITY OF THE BE S SOLE CLIENT REFER TO FLOOR PLANS FOR WALL TYPES_ ANY EXISTING CONSTRUCTION (WALL, COLUMN WRAP, ETC) TO REMAIN. NEW DOOR FRAME REFER TO DOOR FINISH SCHEDULE FOR TYPE OR USE I NEW OR EXISTING WINDOW MULLION METAL STUD RUNNER BETWEEN VERT STUDS. BUILDING OWNER STANDARDS. BLACK NEOPRENE SEAL ADHERED TO FACE OF NEW INTERIOR WALL CONSTRUCTION. MULLION AND SILL CAP AT ALL EXPOSED REFER TO FLOOR PLANS FOR TYPE MATCH NEW WALL TYPE UNLESS OTHERWISE NOTED OR SURFACES ADJACENT TO ALUMINUM CHANNEL WITH EXISTING WALL DIMENSIONED ALIGN FACE OF ANY NEW SEMI RECESSED ARE EXTINGUISHER CABINET. CONSTRUCTION TO REMAIN. CONSTRUCTION WITH FACE OF ADJACENT 6 REFER TO FLOOR OR CODE PLANS FOR EXISTING CONSTRUCTION TO REMAIN. LOCATIONS_ ANCHOR CABINET TO DOUBLE C> STUDS AT JAMBS. NEW INTERIOR WALL CONSTRUCTION. ALUMINUM BRAKE METAL CHANNEL W/EDGES = REFER TO FLOOR PIANS FOR TYPE RETURNED (COLOR TO MATCH WINDOW FRAMING SYSTEM). SQUARE FOOTAGE: ANY EXISTING CONSTRUCTION (WALL, EDGE OF SILL BELOW- CD NEW DOOR FRAME. REFER TO DOOR ��— COLUMN WRAP, ETC) TO REMAIN. o WOOD SHIMS AS REQ'D AT SILL & JAMBS. EXISTING COLUMN FINISH SCHEDULE FOR TYPE OR USE o BUILDING OWNER STANDARDS. WITH WRAP. DRAWING TITLE: CD NEW INTERIOR WALL CONSTRUCTION. WALL CONSTRUCTION (REF. TO FLOOR PLAN) INDEX C> REFER TO FLOOR PLANS FOR TYPE CENTERED ON WINDOW MULLION z UNLESS OTHERWISE NOTED OR U_ C) ALIUNLESS OTHERWISE D ACE OF ANY NEWCONSTRUCTION WITH FACE OF ADJACENT NED. ALIGN FACE OF ANY NEW SHEET NOTE; UNLESS OTHERWISE NOTED OR DIMENSIONED ON PIANS PROVIDE CONSTRUCTION WITH FACE OF EXISTING CONSTRUCTION TO REMAIN. NOTE; PROVIDE TIGHT FIT WHERE WALL IS COPED 4' OF SPACE AT HINGE SIDE OF ALL DOOR FRAMES. ADJACENT COLUMN WRAP FIN FACE NEW INTERIOR WALL CONSTRUCTION. AROUND ANY WINDOW SILL CONSTRUCTION. Ln REFER TO FLOOR PLANS FOR TYPE JOB NO. DATE: SEMI-RECESSED F.E. CABINET D TYPICAL DOOR JAMB REQUIREMENTS 1C TYPICAL WALL ALIGNMENT PLAN 1B TYPICAL WALL @ MULLION DETAIL 1A NO SCALE NO SCALE NO SCALE NO SCALE OID8019 SHEET NUMBER: TYPICAL DETAILS NOT ALL MAY APPLY 1orm NO SCALE CARSON DESIGN ASSOCIATES TEL 317.8435979 FAX 317.8435975 11590 N. MERIDIAN SUITE 104 CARMEL IND~ 46032 TEL 512977.0520 FAX 512977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 wwwxmaon w4n.com DAVID POWERS ARCHI ECM P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.627.5820 FAX 317.255.0468 emelt Porversar+chplanQ*U= STAMP Preliminary Not For Construction 12-07-01 J LU 2 cc Q v a Z Q ® w >J w ® �C C/) z z Q Q 0 w CD 2E w c0 114:3- 2E ® ry- o LU z r cmr r ISSUE: SQUARE FOOTAGE: DRAWING TITe DEMOLITION PLAN JOB NO. DATE: k urp CARSON DESIGN ASSOCIATES TEL 317.8435979 FAX 317.843.5975 11590 K MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 wwwxar=Wes%pxmn DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.627.5820 FAX 317.ZS5.0468 wiWk Powawchplan@aol com STAMP Preliminary Not For Construction 12-07-01 J W Z ® ® w w z � Q z 0 Q cr z cv LU co J � ry- fz O U LU J; - ISSUE: ISSUE: SQUARE FOOTAGE: DRAWING TITLE: N EW FLOOR PLAN JOB NO. DATE: 020011 SHEET NUMBER: A1.1 m 3/4" X 3- CONT_ WOOD i 3/4" PARTICLE BOARD SUPPORTS N PLASTIC LAMINATE ON EXPOSED SURFACES. SEE ROOM FINISH SCHED. SPACE AT 4'-0" OC MAX. NOTE: 1. PROVIDE WOOD BLOCKING AS REQUIRED. 2. PROVIDE 1/4' CHAMFER ALONG FRONT EDGE OF COUNTER TOP. I is HARDWARE TO BE WIRE PULLS. i CABINET DOOR TO RECEIVE PLASTIC LAMINATE ON ALL EXPOSED SURFACES. SEE ROOM FINISH SCHEDULE. 1" SOLID SURFACE WITH BULLNOSE EDGE. SEE ROOM FINISH SCHEDULE. 2'-6" 9" I3" 2'-6- V-2" 1'-0" 4" NOTE: ' 1. PROVIDE WOOD BLOCKING AS REQUIRED_ 2. PROVIDE 1/4' CHAMFER ALONG FRONT EDGE OF COUNTER TOP. HARDWARE TO BE WIRE PULLS. i CABINET DOOR TO RECEIVE PLASTIC—, LAMINATE ON ALL EXPOSED SURFACES SEE ROOM FINISH SCHEDULE. NOTE: _ i 1. PROVIDE WOOD BLOCKING AS REQUIRED. 2. PROVIDE 1/4' CHAMFER ALONG FRONT EDGE OF COUNTER TOP. A;1 14 101, 2" X 2" WIRE CHASE CUTOUT AS REQUIRED. 1' X 4" SOLID OAK TOP PLATE. CENTER ON VERTICAL SUPPORT LEG. TYPICAL AT EACH LEG. PLACE BETWEEN FRONT & BACK BLOCKING. ANCHOR COUNTERTOP TO THIS PLATE. "-1/2' WIDE BLACK ALUM. REVEAL SEE ELEVATION 3/4' PARTICLE BOARD COVERED WITH PLASTIC LAMINATE. SEE ROOM FINISH �JSCHEDULE. 6/A1.2 310 = T-0' I" SOLID SURFACE WITH BULLNOSE EDGE. SEE ROOM FINISH SCHEDULE PROVIDE WHITE MELAMINE ON ALL EXPOSED SURFACES OF CABINET. 1/2" WIDE BLACK ALUM. REVEAL SEE ELEVATION 3/4' PARTICLE BOARD COVERED WITH PLASTIC LAMINATE. SEE ROOM FINISH x': SCHEDULE. 3„ 7/A1.2 3M=14 1" SOLID SURFACE WITH BULLNOSE EDGE. SEE ROOM z' -o' FINISH SCHEDULE. SCRIBE TO WALL PROVIDE WHITE MELAMINE ON ALL EXPOSED SURFACES OF CABINET. 8/A1.2 314' =1'-T 5/8' GYP. BOARD 2 1/2" METAL STUDS WITH THICK ATTENUATION BL REFER TO WALL T HOLD GYP. BOARD 1/4" FACE OF COLUMN, T EXISTING COLUMN TO I FRAME NEW WALL AT C1 LOCATION AS ! COLUMNMALL DETAIL 4/AlI 1117=11-T 5/8" GYP. OVER 2 1/2" METAL STUC FULL THICK ATTR BLANKET. REFER TI 1 EXISTING COLUMN TO FRAME NEW WALL AT C LOCATION AS 1RD 1/4' FROM MN, TYPICAL. COLUMN/WALL DETAIL 5/AlI 1117=11-V RESTROOM! KEY NOTES 0ADA COMPLIANT ELECTRIC WATER COOLER, MOUNT WITH SPOUT AT 36' AFF MAXIMUM. REFER TO PLUMBING DRAWINGS - 0 FLOOR MOUNTED MOP SINK. REFER TO PLUMBING DRAWINGS. OMOP AND BROOM HOLDER. BOBRICK B -223X24. MOUNT AT WALL BESIDE MOP SINK AT 5'-0" AFF TO TOP. OWALL MOUNTED SOAP DISPENSER. BOBRICK B-2112 INSTALL WITH SPOUT AT 38" AFF. SANITARY NAPKIN/TAMPON VENDOR. BOBRICK B-3500. INSTALL AT 51' AFF TO TOP. �-/ TYP. (1) PER WOMEN'S TOILET ROOM. SET TO SELL AT $0.25 PER UNIT_ O6' LONG X 3' TALL WALL MOUNTED MIRROR_ BOBRICK 8290 7236. INSTALL CENTERED ON WALL, WITH BOTTOM AT 40' AFF MAX_ OPAPER TOWEL DISPENSER/WASTE RECEPTACLE. BOBRICK B-36903. MOUNT AT 51' AFF TO TOP. TYP_ (2) PER TOILET ROOM. CENTER ON WALL BETWEEN COUNTER AND END OF WALL. Jg( COUNTER MOUNTED SOAP DISPENSERS_ BOBRICK B-82216_ INSTALL SO THAT SPOUT IS OVER LAVATORY. TYP. (1) PER LAV. ODROP IN LAVATORY. WITH ADA COMPLIANT LEVER HANDLE FAUCET. i0 SANITARY NAPKIN DISPOSAL BOBRICK B-254. MOUNT SO TOP OF UNIT IS SAME HEIGHT AS TOP OF ADJACENT TOILET PAPER DISPENSER. MOUNT SO FRONT EDGE IS 4" AWAY FROM BACK EDGE OF TOILET PAPER DISPENSER_ TYPICAL AT ALL WOMEN'S REST ROOM STALLS_ 11 TOILET PAPER DISPENSER. BOBRICK B-2888. MOUNT VERTICALLY AT 19' AFF TO CENTER LINE OF LOWEST PAPER ROLL MOUNT HORIZONTALLY AT 3'-0" FROM FACE OF BACK WALL TO FRONT EDGE OF PAPER ROLL MUST BE ADA COMPLIANT. TYPICAL AT ALL REST ROOM STALLS. 12 CLOTHES HOOK WITH RUBBER BUMPER. BOBRICK B-212, TYPICAL @ ONE PER STALL DOOR. INSTALL AT ADA COMPLIANT HEIGHT AT ALL STALL DOORS. 13 1 1/2" DIA. ONE-PIECE GRAB BAR. BOBRICK B-6137. INSTALL AT 33" AFF TO CENTER. TYPICAL IN FAMILY TOILET ROOM. 14 1 1/2' DIA. GRAB BARS_ BOBRICK B -6106X42. INSTALL AT 33' AFF TO CENTER LINE START ® 12" FROM BACK WALL TYPICAL (2) PER HANDICAPPED STALL 15 FLOOR MOUNTED ADA COMPLIANT TOILET. INSTALL AT 19" AFF TO TOP OF SEAT. TYPICAL ALL HANDICAPPED STALLS AND FAMILY TOILET ROOM. 16 FLOOR MOUNTED TOILET. INSTALL AT 15" AFF TO TOP OF SEAT_ TYPICAL ALL STANDARD TOILET STALLS. 17 ADA COMPLIANT, WALL MOUNTED URINAL INSTALL AT 17' AFF (MAXIMUM) TO TOP OF ENLONGATED RIM. 18 SOLID SURFACE VENEER COUNTER OVER MDF SUBSTRATE. REFER TO 7/A1.3 FOR DETAILS. TYPICAL EACH TOILET ROOM. 19 KOALA BEAR CARE CHANGING STATION, HORIZONTAL MODEL INSTALL WITH BOTTOM AT 30 1/2" AFF. PROVIDE BLOCKING IN WALL AS REQ. 20 WALL MOUNTED MIRROR. BOBRICK B-166 2430 CENTER OVER LAVATORY,_ WITH BOTTOM AT 40" AFF MAX. 21 FLOOR ANCHORED, OVERHEAD BRACED PLASTIC LAMINTE TOILET PARTITIONS. BOBRICK CLASSIC SERIES, #1540, COLOR WILSONART # TO BE DETERMINED O2'-0' DEEP, WALL MOUNTED URINAL SCREEN. BOTTOM AT 18" AFF AND ALIGN TOP WITH TOP OF TOILET. COMPARTMENT PARTITIONS. REFER TO #21 FOR FINISH. 23 4' BRASS FLOOR DRAIN. 24 WALL MOUNTED LAVATORY WITH ADA COMPLIANT LEVER HANDLE FAUCET. INSTALL WITH TOP OF LAV. AT 34' AFF. PROVIDE PROTECTIVE COVERS FOR EXPOSED SUPPLY AND DRAIN LINES. 25 REFER TO 3/A1.2 FOR DESK INFORMATION. NOTE; ADA MOUNTING HEIGHTS LISTED HERE ARE GUIDELINES AND MAY VARY SLIGHTLY DUE TO DESIGN OF CERTAIN TOILET ACCESSORIES_ ALL ITEMS NOTED AS BEING 'ADA COMPLAINT' MUST BE INSTALLED IN COMPLETE COMPLIANCE WITH THE AMERICAN'S WITH DISABILITIES ACT'. COORDINATE WHAT IS NOTED HERE WITH MANUFACTURERS RECOMMENDED MOUNTING INSTRUCTIONS AND CONTACT CARSON DESIGN ASSOCIATES SHOULD ANY DISCREPANCIES BETWEEN THE TWO ARISE Oil ENLARGED TOILET ROOM'S PLAN VAU Nr E Oj 1. THICK SOLID SURFACE COUNTER WITH 1 OVERHANG AND BULLNOSE EDGE. REFER TO 6/A1.2. . OPLASTIC LAMINATE BOX/BOX/FILE CABINET REFER TO 7/A1.2. (� 1* THICK SOLID SURFACE TRANSACTION TOP WITH 1 OVERHANG AND BULLNOSE EDGE REFER TO 7/A1.2. PLASTIC LAMINATE FILE/FILE CABINET REFER TO REFER TO B/A1.2. ENLARGED DESK PLAN 3/All 112' = Nr 27'-0" 2/AlozAm AIEW 1/4'_11_ fyr z CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.8435975 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 wvrmanondesTSwom DAVID POWERS ARCHITECTS, P 5816 CARROLLTON AVENUE INDIANAPOLIS IN 462210 TEL 317.627.5820 FAX 317.255.0468 emalh powemarchplan@wLemn STAMP Preliminary Not For Construction 12-07-01 W 1 ® LU ED 0 V) Q z z I®1 w z co co _ LL!Ca d- ® � lz O U LU z Cjr r r ISSUE: SQUARE FOOTAGE: DRAWING TITLE: ENLARGED PLANS JOB NO. DATE: YYS[(( 30LID SURFACE VENEER SS -2 OVER ,MDF SUBSTRATE. PROVIDE 4' BACK AND SIDE SPLASHES. 1/4' MIRROR, REFER TO ELEVATION FOR HEIGHT AND WIDTH PORCELAIN SINK WITH LEVER HANDLE FAUCET CHROME TRAP TO BE INSULATED OR OTHER- WISE CONFIGURED TO PROTECT AGAINST CONTACT. NO SHARP/ABRASIVE SURFACES UNDER LAVATORY. NOTE: 1. PROVIDE WOOD BLOCKING AS REQUIRED. 2. PROVIDE 1/4" CHAMFER ALONG FRONT EDGE OF COUNTER TOP. TOILET ROOM SINK SECTION 7/A1.3 CEILING HEIGHT 9'-0" AFF 3 5/8" 25 GA MTI_ STUDS AT 16' O.C. ONE LAYER OF 5/8" GYP BD @ EA SIDE. UNDERSIDE OF STRUCTURE BRACE STUDS BACK TO STRUCTURE AT MAXIMUM OF 48" O.C. 5/8" GYP BOARD STRUCTURE ABOVE. PAINT VERTICAL SURFACE P-1 �— PAINT BOTTOM AND OUTSIDE OF BULKHEAD P-1 B.O. BULKHEAD 7'-0" A.F.F. 8/A1.3 1' UNDERSIDE OF STRUCTURE BRACE STUDS BACK TO C STRUCTURE AT MAXIMUM OF 48" O.C. ` 1 LAYER OF 1/2' GYP BD @ CURVES, I USE 5/8' GYP BD ELSEWHERE. EXTEND TO 6" 25 GA MTL STUDS AT 16" O.C. I WITHIN 1/2" OF UNDERSIDE OF STRUCTURE ABOVE. PAINT VERTICAL SURFACE COLOR P-1 PAINT BOTTOM AND OUTSIDE OF BULKHEAD P-1 CEILING HEIGHT 10'-0" AFF ` _ _ B.O. BULKHEAD 9'-10' A.F.F. BULKHEAD SECTION 5/A7.3 1' =1'-0' NOTE LIGHT FIXTURE TO BE AN EMERGENCY LIGHT FIXTURE. WIRE AS REQUIRED. ADJACENT WALL SURFACE. (REF. FLOOR PLANS FOR WALL TYPE.) SOFTFORMS LP -700-800 LIGHT POCKET PAINT ENTIRE POCKET WHITE SEMI GLOSS CONTINUOUS FLUOR. LIGHT FIXTURE SUSPENDED CEILING HANGER WIRE, SECURE TO STRUCTURE ABOVE. CE -UNG F 9>-0. SUSP. ACOUSTICAL TILE PARABOLIC GRID, CONTINUOUS. REFER TO FINISH LEGEND AND RESTROOM ELEVATIONS FOR FINISHES. EXTEND NEW FINISHES TO TOP OF SOFTFORMS POCKET. SEE FIN SCHED FOR TILE LOCATIONS. LIGHT COVE SECTION 6/Q1.3 A 14 '-14, JNTER SE EDG B-2 7 01.3 NORTH ELEVATION WOMEN'S TOILET 105 1/A1.3 112' =1'-T SOUTH ELEVATION WOMEN'S TOILET 105 2/A1.3 r )E WALLS, TYPICAL '4" MIRROR. REFER TO A1.2. NTER HORIZONTALLY ON WALL D WITH BOTTOM 0 40" AFF. RCELAIN DROP IN LAVATORY WITH )A COMPLIANT FAUCET. HIGH SOLID SURFACE CK AND END SPLASH SS -2 LID SURFACE COUNTER SS -2 OVIDE ADA COMPLIANT COVERS ALL SUPPLY AND DRAIN LINES. RAMIC TILE BASE WTB-2. DE WALLS, TYPICAL F-3 -2 F-4 :RAMIC TILE WT -1 OVER 5/8" MOISTURE :SISTANT GYP. BOARD. AST1C LAMINATE TOILET PARTITIONS .-3 A COMPLIANT HEIGHT TOILET :FER TO PLANS FOR IDITIONAL INFORMATION :RAMIC TILE BASE WTB-1 71 SI SII 6 'j J 01.3 1j 1) CE CI M Ar P( C-, +� Pt i A 4' A BE 4' Il r S( r F1 A cr Pf _ Pf Or 0 Or t i N CE CE 7 01.3 NORTH ELEVATION WOMEN'S TOILET 105 1/A1.3 112' =1'-T SOUTH ELEVATION WOMEN'S TOILET 105 2/A1.3 r )E WALLS, TYPICAL '4" MIRROR. REFER TO A1.2. NTER HORIZONTALLY ON WALL D WITH BOTTOM 0 40" AFF. RCELAIN DROP IN LAVATORY WITH )A COMPLIANT FAUCET. HIGH SOLID SURFACE CK AND END SPLASH SS -2 LID SURFACE COUNTER SS -2 OVIDE ADA COMPLIANT COVERS ALL SUPPLY AND DRAIN LINES. RAMIC TILE BASE WTB-2. DE WALLS, TYPICAL F-3 -2 F-4 :RAMIC TILE WT -1 OVER 5/8" MOISTURE :SISTANT GYP. BOARD. AST1C LAMINATE TOILET PARTITIONS .-3 A COMPLIANT HEIGHT TOILET :FER TO PLANS FOR IDITIONAL INFORMATION :RAMIC TILE BASE WTB-1 71 SII s J 01.3 1) CE M P( C-, +� A 4' BE S{ r F1 A cr Pf Or 0 CE SOUTH ELEVATION MEN'S TOILET 104 3/A1.3 )E WALLS, TYPICAL 4" MIRROR. REFER TO A1.2 NTER HORIZONTALLY ON WALL D WITH BOTTOM @ 40" AFF. iRCELAIN DROP IN LAVATORY WITH )A COMPLIANT FAUCET. HIGH SOLID SURFACE CK AND END SPLASH SS -2 fLID SURFACE COUNTER SS -2 OVIDE ADA COMPLIANT COVERS f ALL SUPPLY AND DRAIN LINES. ra Rug IT, RAMIC TILE BASE WB -2. DE WALLS, TYPICAL F-3 F-2 F-4 .RAMIC TILE WT -1 OVER 5/8' MOISTURE :SISTANT GYP. BOARD. REFER I FINISH SCHEDULE ASTIC LAMINATE TOILET PARTITIONS .-3 fA COMPLIANT HEIGHT TOILET TER TO PLANS FOR OTIONAL INFORMATION :RAMIC TILE BASE WB -1. CARSON DESIGN ASSOCIATES TEL 317.6435979 FAX 317.8435975 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512977.0384 4201 W. PARMER LANE SURE 104 AUSTIN TEXAS 78727 www tarso we5%p%Com DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275820 FAX 317.255.0468 em db powwersardhpLw@aol.aom STAMP Preliminary Not For Construction 12-07-01 Uj 2 cc 44 COD L.0 ® ry" W z � Q Q a o >J w Z M 14J co CO21= LJJ d- 75 Ca O U z r r T IT— ISSUE: ISSUE: SQUARE FOOTAGE: DRAWING TIRE: DETAILS AND ELEVATIONS JOB NO. DATE: D T 7 n 0 9 0061111 SHEET NUMBER: a N RAO I 3 ® N L O REfLECTEO CEILING LEGEND NOT ALL MAY APPLY - F -a 2' OR 4' LONG FLUORESCENT $ STRIP FIXTURE 3 4' LONG FLUOR. 'SHOP LIGHT' CHAIN HUNG $D ® FROM STRUCTURE. $ ® 2'X2' HEWILLIAMS RECESSED DIRECT/INDIRECT FIXTURE DIG-S22-240TT-WPR-EB2-277 Lnj a BUILDING STANDARD 2X2 FLUORESCENT LIGHT FIXTURE WITH ACRYLIC LENS. 6"X4' HEWILLIAMS WRAP AROUND FLUOR. FIXTURE 20-4-232-A-EB2-BLACK HSE le A 12" DIA INFINITY FIXTURE PHC11/17-242T-EB-277-PM BLACK HSE B BUILDING STANDARD FLUOR. DOWNLIGHT Q WITH CLEAR ALZAK REFLECTOR. C NEW PENDANT LIGHT FIXTURE. (� `C7 o� INSTALL BOTTOM OF SHADE NL AT 7'-0" AFF. INDICATES NEW CEILING GRID TO BE INSTALLED. INDICATES NEW GYPSUM BOARD BULKHEAD TO BE INSTALLED. WALL MOUNTED LIGHT SWITCH. COVER PLATE COLOR TO MATCH EXISTING ADJACENT COVER PLATES. ("3" DENOTES 3 -WAY SWITCH.) ("D" DENOTES DIMMER SWITCH.) DIFFUSER - SUPPLY (EXISTING UNLESS OTHERWISE NOTED) DIFFUSER - RETURN (EXISTING UNLESS OTHERWISE NOTED) COMBINATION LIGHT/EXHAUST FAN NEW UNLESS OTHERWISE NOTED. SPRINKLER HEAD (EXISTING UNLESS OTHERWISE NOTED) SPEAKER BUILDING STANDARD ILLUMINATED EXIT LIGHT AMUPG DEIGS�DRTNOEEPBCK SOLIDNOTEIECIOFF CL INDICATES LIGHT FIXTURE TO BE ON A NIGHT LIGHT CIRCUIT WITH EMERGENCY BATTERY PACK, TYPICAL. REFER TO ROOM FINISH SCHEDULE FOR SPECIFIC CEILING TYPES AND HEIGHTS. REFER TO FLOOR PLANS FOR SPECIFIC WALL CONSTRUCTION. 'IMEFLECTED CEILING PLAN GENETES NOT ALL MAY APPLY. REFER TO REFL CEILING PLAN FOR ADDITIONAL NOTES AND CEILING INFORMATION. 1. REFER TO INDEX SHEET FOR TYPICAL WALL. TYPES (WALLS TO DECK, RATED WALLS, ETC) AND ADDITIONAL WALL -TO -CEILING DESIGN CONDITIONS AND CONSIDERATIONS. 2• PROVIDE NIGHT LIGHT CIRCUITS AS REQUIRED. 3. REFER TO ROOM FINISH SCHEDULE FOR SPECIFIC CEILING TYPES, MATERIALS, ETC. 4. THE ARCHITECTURAL REFLECTED CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL CEILING ELEMENTS AND/OR PENETRATIONS. COORDINATE WITH ARCHITECT ANY FIELD VERIFIED OR AS -BUILT CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS. 5. SIZES OF MECHANICAL EQUIPMENT (IF SHOWN HERE) ARE SHOWN FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES WITH MECHANICAL ENGINEER. 6. SIZES AND SHAPES OF LIGHTING AND OTHER M1SC ELECTRICAL EQUIPMENT (IF SHOWN HERE) ARE SHOWN FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES WITH ELECTRICAL ENGINEER. 7. UNLESS OTHERWISE NOTED INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OR ENDS OF ROOMS. NO PANELS SHOULD BE LESS THAN 1'-0" WIDE. B. IF POSSIBLE ANY CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING MECHANISMS, ETC) SHOULD BE CENTERED IN CEILING PANELS. 9. WHERE EXISTING CEILING GRID IS REMODELED TO MEET NEW CONSTRUCTION THE CONTRACTOR SHALL, A. REPLACE ALL DAMAGED OR UNREPAIRABLE PORTIONS OF EXISTING GRID WITH NEW GRID TO MATCH EXISTING BUILDING STANDARDS. B. REMOVE PORTIONS OF EXISTING GRID OR PROVIDE NEW GRID AS REQUIRED BY NEW CONSTRUCTION. ALL NEW GRID MUST MATCH EXISTING TO REMAIN OR BE BUILDING STANDARD. C. REPLACE ALL DAMAGED CEILING TILES WITH NEW TILES TO MATCH EXISTING TO REMAIN OR TO MATCH EXISTING BUILDING STANDARDS. I Oil A _q. * q- 1 -4 1 q I ll i I A I O6' METAL STUD BULKHEAD WITH GYP. BOARD WRAP, REFER TO 5/A1.3 FOR SECTION_ BOTTOM OF BULKHEAD TO BE 9'-10' AFF. QWOOD SLAT "CLOUD". REFER TO DETAIL 1 /A1.8 QALL EXPOSED SURFACES ABOVE 9'-10" AFF TO BE PAINTED. COLOR TO BE BLACK. ONEW 2X2 SUSP. ACC. TILE AND GRID. REFER TO FINISH SCHEDULE. BOTTOM OF CEILING TO BE AT 10'-0" AFF. RECESSED CONT. FLUOR. FIXTURE WITH PARABOLIC LENS. REFER 5 TO 6/A1.3 FOR SECTION. OPROVIDE EXHAUST FAN VENTILATION. VENT TO EXTERIOR OF BUILDING TYPICAL PROVIDE REQUIRED NUMBER OF AIR CHANGES PER HOUR PER CODE. O7 TRACK LIGHTING SYSTEM, MOUNTED TO KIOSK OR COLUMN WRAP. INSTALL WITH BOTTOM OF TRACK AT 8'-0" AFF. "ZUMTOBEL STAFF, FILIGRANO PICO 50 270 121 PICO TITAN"- (8) PER COLUMN. WITH CURVED TRACK, 3' RADIUS, PROVIDE WALL PROJECTING ARM 270 WCM OPROVIDE GYP. BOARD BULKHEAD 1N ALCOVE AT 7'-0' AFF. QCENTER PENDANT LIGHTS DIRECTLY OVER RAILING AT FLOOR LRVEL OR CURVED RECEPTION DESK_ SPACE LIGHTS EQUALLY ALONG LENGTH. t0 WOOD SLAT "CLOUD REFER TO DETAIL 3/A1.8 11 WOOD SLAT "CLOUD'. REFER TO DETAIL 2/A1.8 12 REFER TO DRAWING A1.7 FOR REFLECTED CEILING PLAN AT NEW EXTERIOR BUILDING CANOPY. ALL MECHANICAL, ELECTRICAL, AND SPRINKLER SYMBOLS, LOCATIONS AND AMOUNTS ARE SHOWN HERE FOR REFERENCE ONLY AND ARE INTENDED TO BE GUIDELINES FOR THAT CONSTRUCTION. REFER TO OTHER TRADES DRAWINGS FOR ALL INFORMATION PERTAINING TO THEIR WORK. COORDINATE WITH ARCHITECT ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN HERE AND WHAT IS HOWN ON OTHER TRADES' CONSTRUCTION DOCUMENTS. NOTE. HVAC CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ADEQUATE HEATING, COOLING AND HUMIDITY CONTROL (AS APPLICABLE) IN ALL SPACES FORMED BY NEW CONSTRUCTION AS WELL AS ANY EXISTING SPACES RECONFIGURED BY NEW CONSTRUCTION. REFER TO MECHANICAL DRAWINGS FOR ALL LOCATIONS OF HVAC EQUIPMENT, EITHER SHOWN HERE OR NOT SHOWN HERE, AND COORDINATE WITH ARCHITECT OR ARCHITECT'S FIELD REPRESENTATIVE ANY CONFLICTS DISCOVERED BETWEEN ARCHITECT'S AND MECHANICAL ENGINEER'S DRAWINGS. NOTE. SPRINKLER CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ADEQUATE SPRINKLER LAYOUT IN ALL SPACES FORMED BY NEW CONSTRUCTION AS WELL AS ANY EXISTING SPACES RECONFIGURED BY NEW CONSTRUCTION. LAYOUT MUST MEET ALL APPLICABLE LOCAL AND STATE CODES. REFER TO. SPRINKLER DRAWINGS FOR ALL LOCATIONS OF THAT EQUIPMENT, EITHER SHOWN OR NOT SHOWN HERE, AND COORDINATE WITH ARCHITECT OR ARCHITECT'S FIELD REPRESENTATIVE, AND MECHANICAL ENGINEER ANY CONFLICTS DISCOVERED BETWEEN SPRINKLER CONTRACTOR'S DRAWINGS AND ARCHITECT'S OR MECHANICAL ENGINEER'S DRAWINGS. NOTE. ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR THE WIRING AND/OR SWITCHING OF ALL LIGHT FIXTURES AND/OR LIGHT SWITCHES AS REQUIRED BY NEW CONSTRUCTION. COORDINATE WITH ARCHITECT ANY ADDITIONAL REQUIRED WORK NOT SHOWN HERE. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENT OVER OTHER TRADES DRAWINGS WHEN CONFLICTS ARISE. CARSON DESIGN ASSOCIATES TEL 317.8435979 FAX 317.8435975 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512977.0520 FAX 512.977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIEWAPOLIS IN 46220 TEL 317.627.5820 FAX 317.255.0468 emalb Pw*wmthp(an@"=m STAMP Preliminary Not For Construction 12-07-01 mi LU e Z ® LU >J Li1 ® oc z Q Q z a Q ,®1 GSC z c N w w co � Q O U z r t� ISSUE: SQUARE FOOTAGE: DRAWING TITLE: REFLECTED CEILING PLAN JOB NO. DATE: � � v REFLECTED CEILING PLAN 1/A10'�" .4 SHEET NUMBER: l no n zAl A GENERAL FLOOR PLAN NOTES NOT ALL MAY APPLY. REFER TO PLANS FOR ADDITIONAL NOTES AND INFORMATION. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS, JOB CONDITIONS, ETC. 2. ALL DIMENSIONS ON PLANS ARE TO FINISHED FACE OF MTL STUD WALL, CONCRETE MASONRY UNIT OR BRICK. 3. WHERE DISSIMILAR FLOOR MATERIALS MEET THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR. UNLESS NOTED OTHERWISE. 4. PROVIDE DEEP LEG TRACKS AT ALL METAL STUD CONNECTIONS TO STRUCTURE ABOVE. UNLESS NOTED OTHERWISE. 5. HINGE SIDE OF DOOR JAMBS 1N METAL STUD WALLS WILL TYPICALLY BE LOCATED 4" FROM ADJACENT WALL. UNLESS NOTED OTHERWISE SEE TYPICAL DETAILS ON INDEX SHEET FOR ADDITIONAL INFORMATION. 6. PROVIDE BLOCKING IN NEW METAL STUD WALLS FOR ALL WALL SUPPORTED ITEMS. 7. PROVIDE FIRE STOPPING AT PENETRATIONS OF ALL RATED WALLS. 8. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND ASSOCIATED DETAIL REFERENCES. 9. REFER TO DEMOLITION PLAN FOR ALL REQUIRED DEMOLITION WORK. 10. REFER TO ROOM FINISH SCHEDULE FOR ALL REQUIRED FINISH INFORMATION. 11. REFER TO DOOR SCHEDULE FOR ALL DOOR AND FRAME TYPES. HARDWARE INFORMATION AND ALL OTHER DOOR INFORMATION. 12. WHERE NEW WALL CONSTRUCTION IS SHOWN ABUTTING WINDOW MULLIONS, CENTER WALL CONSTRUCTION ON MULLION REFER TO TYPICAL DETAILS- ON INDEX SHEET FOR ADDITIONAL CONSTRUCTION INFORMATION. 13. WHERE NEW WALL CONSTRUCTION IS REQUIRED ADJACENT TO OR ABUTTING EXISTING CONSTRUCTION ALIGN FACE OF NEW CONST. WITH FACE OF EXISTING CONST. SEE TYPICAL DETAILS ON INDEX SHEET FOR ADDITIONAL INFORMATION. 14. ALL FINISHES SHALL CONFORM TO CHAPTER 42 OF THE INDIANA BUILDING CODE. 15. WHERE POSSIBLE LEAVE 1'-6" OF UNOBSTRUCTED SPACE ON LATCH/PULL SIDE OF ALL DOORS AND 1'-0" OF UNOBSTRUCTED SPACE ON LATCH/PUSH SIDE OF DOORS FOR A.DA COMPLIANCE. 16. USE ONLY PLENUM RATED CABLE. 17. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS SCOPE OF WORK TO DISCONNECT AND RECONNECT TENANT'S EXISTING POWERED SYSTEMS FURNITURE. IF TENANT IS INSTALLING NEW POWERED SYSTEMS FURNITURE ELECTRICAL CONTRACTOR SHALL INCLUDE PRICE TO CONNECT. 18. UNLESS OTHERWISE NOTED ALL INTERIOR WALLS WILL BE TYPE #1. SEE WALL TYPES ON INDEX SHEET FOR ADDITIONAL INFO. 19. PROVIDE CONTROL JOINTS IN ALL RUNS OF METAL STUD/GYP BD WALLS OVER 30' IN LENGTH. COORDINATE LOCATIONS WITH CARSON DESIGN ASSOCIATES PRIOR TO INSTALLATION FOR COMPLIANCE WITH DESIGN INTENT. TERRAZZO— TRZ-1 FA FAA //A/AA, ALL TERRAZZO TO BE 3/8" THIN SET TERRAZZO EPDXY FLOORING. PROVIDE ZINC TERRAZZO STRIPS AT ALL MATERIAL CHANGES. EXISTING CONCRETE SLAB TO BE PREPARED PER NTMA GUIDELINES AND RECOMMENDATION. FINISHED SURFACE TO BE VITRIFIED. COLORS OF TERRAZZO TO BE DETERMINED. TERRAZZO SYSTEM MUST BE INSTALLED BY A MEMBER OF THE NTMA (NATIONAL TERRAZZO AND MOSAIC ASSOCIATION) AND TO FOLLOW THEIR SPECIFIC GUIDELINES. SEE A1.9 FOR FLOOR PATTERN DIMENSIONS. PES 1/A1.5 118' =1'-0' FLOOR PATTERN PLA C� CARSON DESIGN ASSOCIATES TEL 317.8435979 FAX 317.8435975 11590 N. MERIDIAN SURE 104 CARMEL INDIANA 46032 TEL S 12.977.0520 FAX 512.977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 wwwj=wndesWLcox DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275820 FAX 317.255.0468 emalk Pilm@aol•corn STAMP Preliminary Not For Construction 12-07-01 J LU Q ® w sJ w C/) z Q Q z 0 � � z w M LU .� ® ry- ca C:) � LU z r r - r r CD An IN& ISSUE: SQUARE FOOTAGE: DRAWING TITLE: FLOOR PATTERN PLAN JOB NO. DATE: 01DO011 SHEET NUMBER: Aim HARDWARE SET 1 HARDWARE SET 2 FLOOR WALLS I NAME FLOOR DOOR SCHEDULE EAST SOUTH VESTIBULE MAT -1 VB_I 100 100B CLOSET VCT -1 VS -1 101 HALL *TRZ-1,2 WB -1 102 CONFERENCE ROOM CPT -1 WB -1 102A STORAGE CPT -1 8 HINGES 8 HINGES DOOR 103 JANITOR VCT -1 VB -1 104 FRAME TRZ-1 *WTB-1,2 105 WOMEN'S TOILET TRZ-1 *WTB-1,2 106 2 SETS AUTO FLUSH BOLTS 2 SETS PUSH PULLS 1 DEADBOLT LOCK CORE 2 CLOSERS NO. TYPE SIZE MATERIAL I FINISH I RATING MATERIAL I FINISH I TYPE RATING I HEAD I JAMB 1 HDWRE. REMARKS 2 CLOSERS 2 STOPS 2 PANIC BARS 2 SILENCERS 100A 2 PR. 3-0X9-10 ALUM MATCH EX -- ALUM MATCH EX 4/A1.7 -- -- -- 1 MATCH EXTERIOR STOREFRONT MANU., PROFILE, AND FINISH 1 PR. 3-00-0 WOOD STAIN -- H.M. PAINT 1 -- -- -- 9 BUILDING SERVICES 2 STOPS 1 WEATHERSTRIP AND THRESHOLD 1008 2 PR. 3—OX9-10 ALUM MATCH EX _— ALUM MATCH EX 3 __ __ __ 2 MATCH EXTERIOR STOREFRONT MANU., PROFILE, AND FINISH HARDWARE SET 3 HARDWARE SET 4 100C 3 HINGES 3 HINGES WC -2 CL -1 9°_0" v *USE WTB-1 ON WALLS WITH WT ANDWTB-2 SEE A1.3. SEE A1.5 ON WALLS WITH WC -2. * -- -- P-1 P-1 P-1 P-1 CL -1 91-o" -- -- -- 1 STOREROOM LOCKSET 1 LOCKSET 102 1 CLOSER 1 CLOSER 1 KICKPLATE 16X34 1 KICKPLATE 16X34 1 STOP 1 STOP 1020 1 3-0X7-0 -WOOD STAIN -- H.M. PAINT 1 -- -- -- 4 10'/14' 1 3-0X7-0 WOOD STAIN -- H.M. PAINT 1 __ __ __ 6 N/A 1 3-0X7-0 WOOD STAIN -- H.M. PAINT 1 -- -- -- 3 -- -- 3 SILENCERS 3 SILENCERS 103 _HARDWARE SET _5 HARDWARE SET 6 3 HINGES 3 HINGES 104 1 3-00-0 WOOD STAIN -- H.M. PAINT 1 -- -- -- 8 -- 1 STOREROOM LOCKSET 1 THUMBTURN LOCKSET 1 CLOSER 1 STOP 105 3 SILENCERS 3 SILENCERS 1 3-00-0 WOOD STAIN -- H.M. PAINT 1 -- -- -- 8 ACOUSTICAL CEILING TILE USG WHITE 76979 ECLIPSE CLIMA PLUS 2'x2'x3/4" TILE WITH AN (FL) EDGE TO BE USED WITH USG RNELINE DXLF TRACK SYSTE 1 WEATHERSTRIP AND THRESHOLD-- 106 1 3-0X7-0 WOOD STAIN H.M. PAINT 1 -- -- -- 1 RAIN SCREEN HARDWARE SET 7 HARDWARE SET 8 108 1 3-00-0 WOOD STAIN -- H.M. PAINT 1 -- -- -- 4 REPLACE DEADBOLT CORE 3 HINGESPAINT REPLACE HARDWARE AS REQUIRED 1 SET PUSH PULL 109 1 3—OX7-0 WOOD STAIN — _ H.M. 1 __ __ __ 6 — EXIST. EXIST. EXIST. -- EXIST. EXIST. EXIST. -- -- -- 7 REPAIR AS REQUIRED AND PROVIDE NEW HARDWARE 1 CLOSER 1 KICKPLATE 16X34 110A HARDWARE SET__9 1 STOP 6 HINGES 3 SILENCERS 1108 — EXIST. EXIST. EXIST. -- EXIST. EXIST. EXIST. -- __ __ 7 REPAIR AS REQUIRED AND PROVIDE NEW HARDWARE 1 SET FLUSH BOLTS 1 PASSAGE SET 113A 2 PR. 3-0X9-10 ALUM MATCH EX -- ALUM MATCH EX 4/A1.7 -- -- -- I MATCH EXTERIOR STOREFRONT MANU., PROFILE, AND FINISH 1 DUMMY LEVER HANDLE 2 SILENCERS__ 1138 1 PR. 3-0X7-0 WOOD STAIN H.M. PAINT 1 _— __ __ 9 HARDWARE LEGEND 2 113C 2 PR. 3—OX9-10 ALUM MATCH EX -- ALUM MATCH EX 4 -- -- __ 2 MATCH EXTERIOR STOREFRONT MANU., PROFILE, AND FINISH NO SCALE 114 1 3-00-0 WOOD STAIN -- H.M. PAINT 1 -- -- -- 3 -- -- N/A CASED OPENING 115 1 3-0X7-0 N/A N/A -- H.M. PAINT 1 -- -- -- 5 117. 1 3—OX7-0 INS. STL. PAINT -- H.M. PAINT 2 -- 8'-8' 9'-5" DOOR WIDTH DOOR WIDTH EE SCHED §EE SCHEDI � 660 cn = z U U N Ld L,1 w w E N L TYPE 1 TYPE DOOR TYPES NOTE 1. UON, ALL DOORS TO BE DOOR SCHEDULE NOTES 4.: k i` tt Sam F_ L LL S Ct C C C TYPE il FRAME TYPES TYPE I 1 0 CD CD I N TYPE 93 �o t TYPE #4 MISC. DOORFRAME TYPES 1 NO FINISH NOTES 1. DOOR FRAMES TO BE PAINTED TO MATCH VB -1, SEMI GLOSS FINISH. 2. ALL DOORS TO BE BIRCH STAINED WOOD TO MATCH PL -1. 3. PROVIDE BUILDING STANDARD 1" ALUMINUM MINI BLINDS AT ALL EXTERIOR WINDOWS TO MATCH WINDOW FRAMES. 4. USE LATICRETE GROUT IN COLOR #23 ANTIQUE WHITE FOR WALL TILE 5. ALL RESTROOM PARTITIONS TO BE PL -3. ROOM FLOOR WALLS I NAME t TYPE #4 MISC. DOORFRAME TYPES 1 NO FINISH NOTES 1. DOOR FRAMES TO BE PAINTED TO MATCH VB -1, SEMI GLOSS FINISH. 2. ALL DOORS TO BE BIRCH STAINED WOOD TO MATCH PL -1. 3. PROVIDE BUILDING STANDARD 1" ALUMINUM MINI BLINDS AT ALL EXTERIOR WINDOWS TO MATCH WINDOW FRAMES. 4. USE LATICRETE GROUT IN COLOR #23 ANTIQUE WHITE FOR WALL TILE 5. ALL RESTROOM PARTITIONS TO BE PL -3. ROOM FLOOR WALLS I NAME FLOOR SASE NO. EAST SOUTH VESTIBULE MAT -1 VB_I 100 100B CLOSET VCT -1 VS -1 101 HALL *TRZ-1,2 WB -1 102 CONFERENCE ROOM CPT -1 WB -1 102A STORAGE CPT -1 VB -1 103 JANITOR VCT -1 VB -1 104 MEN'S TOILET TRZ-1 *WTB-1,2 105 WOMEN'S TOILET TRZ-1 *WTB-1,2 106 TELE/DATA ROOM VCT -1 VB -1 107 HALL *TRZ-1,4 WB -1 108 FAMILY RESTROOM ***TRZ-1,4 *WTB-1,2 109 STORAGE TRZ-4 VB -1 110 INFORMATION AREA *TRZ-1,3 WB -1 111 WAITING AREA *TRZ-1,2,3,4, CPT -1 WB -1 112 WEST VESTIBULE MAT -1 VB -1 113 NORTH VESTIBULE MAT -1 VB -1 113B CLOSET VCT -1 VB -1 115 ELECTRICAL VCT -1 VB -1 116 BUILDING SERVICES VCT -1 V13-1 117 BUILDING SERVICES VCT_I VB -1 ROOM FINISH SCHEDULE CABINETS WALLS I CEILING MANUFACTURER CABS. CNTR. TOPS NORTH EAST SOUTH WEST MATERIAL HEIGHT REMARKS -- -- N/A WC -1 N/A WC -1 GYP. BRD. 10'-0" -- -- -- P-1 P-1 P-1 P-1 GYP. BRD. 8'-0" -- -- -- WC -1 -- WC -1 WC -1 CL -1 9'-0" *SEE A1.5 FOR FINISH LOCATIONS. -- -- WC -1 WC -1 WC -1 WC -1 CL -1 10'-d' -- -- -- P-1 P-1 P-1 P-1 CL -1 10'—o" -- -- -- P-1 P-1 P-1 P-1 E.S. -- -- -- SS -2 **WT— 1,2,3,4 WC -2 WC -2 WC -2 CL -1 91_0" *USE WTB-1 ON WALLS WITH WT AND WTB-2 ON WALLS WITH WC -2. SEE ELEVATION 4/A1-3. -- SS -2 WC -2 WC -2 **WT -1,2,3,4 WC -2 CL -1 91_0" *USE WTB-1 ON WALLS WITH WT AND WTB-2 ON WALLS WITH WC -2. SEE ELEVATION 2/A1-3. -- -- P-1 P-1 P-1 P-1 E.S. -- -- __ WC -1 -- WC -1 WC -1 CL -1 9'-0" *SEE A1.5 FOR FINISH LOCATIONS. -- --- WC -2 **WT -1,2,3,4 WC -2 WC -2 CL -1 9°_0" v *USE WTB-1 ON WALLS WITH WT ANDWTB-2 SEE A1.3. SEE A1.5 ON WALLS WITH WC -2. * -- -- P-1 P-1 P-1 P-1 CL -1 91-o" -- -- -- WC -1 WC -1 WC -1 WC -1 CL -1 .10'-0" *SEE A1.5 FOR FINISH LOCATIONS. -- -- WC -1 WC -1 WC -1 WC -1 SEE A1.4 10'/14' *SEE A1.5 FOR FINISH LOCATIONS. USE WC -3 AND VB -2 ON EXPOSED COLUMNS. -- -- WC -1 N/A WC -1 N/A EXIST. --- -- -- -- N/A WC -1 N/A WC -1 GYP. 8RD. 10'-0" -- -- -- P-1 P-1 P-1 P-1 GYP. BRD. 8'-0" -- -- -- P-1 P-1 P-1 P-1 E.S. -- --_ -- -- P-1 P-1 P-1 P-1 E.S. -- -- -- -- P-1 P-1 P-1 P-1 E.S. -- -- ROOM FINISH LEGEND CODE DESCRIPTION MANUFACTURER COLOR NUMBER PATTERN REMARKS CARPET INTERFACE 3477 RANDOM 1660202500 ENTROPY MODULAR TILE. 50cCPT-1 USE RANDOM METHOD FOR INSTALLATION. USE RANDOM METHOD MAT -1 TRZ-1 WALK OFF MAT TERRAllO INTERFACE TERRAZZO & MARBLE SUPPLY COMPANIES MOUSE GREY TBD 609009 TBD_ SUPER FLOR 50cmX50cm GLASBAC MODULAR TILE. -- TRZ-2 TERRAllO TERRAZZO & MARBLE SUPPLY COMPANIES TBD TBD_ -- TRZ-3 TERRAllO TERRAllO & MARBLE SUPPLY COMPANIES TBD TBD -- --- TRZ-4 TERRAllO TERRAllO & MARBLE SUPPLY COMPANIES TBD TBD -- --- VCT -1 VINYL COMPOSITION 11LE MANNINGTON SANDRIFT 137 ESSENTIALS 12"xi2" TILE. W8-1 WOOD BASE BIRCH WOOD STAINED TO MATO PL -1 I "x4"H STRAIGHT BASE. VB -1 VINYL BASE VPI SMOKE 63 -- 4" COVE BASE. VB -2 VINYL BASE JOHNSONITE STERLING SILVER 69 __ 4" COVE BASE. (ON INTERIOR COLUMN WRAPS ONLY) WTB-1 WALL TILE BASE AMERICAN OLEAN ALMOND I 317 CR CRYSTALLINE 11 BASE A-3401 4-1/4"x4-1/4" COVE BASE. WTB-2 WALL TILE BASE AMERICAN OLEAN ALMOND 317 CR CRYSTALLINE II BASE S -3419T 4-1/4'x6" ROUND—TOP COVE BASE. WT -1 GLAZED WALL TILE AMERICAN OLEAN ALMOND I 317 CR CRYSTALLINE II 4-1/4"x4-1/4" TILE. WT -2 GLAZED WALL TILE AMERICAN OLEAN NAVY 117 BRIGHT 4-1/4"x4-1/4" TILE. WT -3 GLAZED WALL TILE AMERICAN OLEAN BRIGHT MAIZE 24 BRIGHT 4-1/4-x4-1/4- TILE. WT -4 GLAZED WALL TILE AMERICAN OLEAN GLOSS WOODLAND GREEN EA 03 EARTHENWARE 4-1/4"x4-1/4" TILE. WC -1 VINYL WALLCOVERING JM LYNNE GRECIAN I CRT -7365-69 CORTINA 14 oz.; 51" WIDE. WC -2 VINYL WALLCOVERING COLOUR & DESIGN FASHION WALLCOVERING CELADON CD2—BAT-05 BEAUX ARTS TEXTURE TYPE 2; 54" WIDE. WC -3 TEXTILE WALLCOVERING MAHARAM C340/7 -- C340 COMPOSITES ACRYLIC BACKED; 54" WIDE. P-1 PAINT BENJAMIN MOORE SAG HARBOR GRAY HC -95 SATIN FINISH USE SEMI—GLOSS FINISH FOR DOOR FRAMES PL -1 PLASTIC LAMINATE NEVAMAR CARMEL SAGAWOOD WM-8-350T TEXTURED -- PL-2 PLASTIC LAMINATE NEVAMAR SIREN MAPLE WM-0005T TEXTURED -- PL-3 PLASTIC LAMINATE NEVAMAR NATURAL ALLUSION AL -2-1T TEXTURED USE FOR RESTROOM PARTITIONS. SS -1 SOLID SURFACE CORIAN SILT (C) -- -- -- SS-2 SOLID SURFACE CORIAN BEIGE FIELDSTONE (F) -- -- -- CL -1 ACOUSTICAL CEILING TILE USG WHITE 76979 ECLIPSE CLIMA PLUS 2'x2'x3/4" TILE WITH AN (FL) EDGE TO BE USED WITH USG RNELINE DXLF TRACK SYSTE SIJ CARSON DESIGN ASSOCIATES TEL 317.8435979 FAX 317.8435975 1 IS90 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512977.0520 FAX 512977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275820 FAX 317.255.0468 emWh Wwawchp"aol.com STAMP Preliminary Not For Construction 12-07-01 Uj CMI) ® W U-3 ® ryc C Q � z Q 0 0 mw w C.0 ® F- O Q z C -D r r r ISSUE: SQUARE FOOTAGE: DRAWING TITLE: FINISH LEGEND AND SCHEDULES JOB NO. DATE: a d 0 9 01110011 0 SHEET NUMBER: 1 lo, i�'0 A ma 0 N O a e m s 26'-111' 27'-0" 4 4 A1.7 A1.7 PROVIDE ONE 3'-0' WIDE SOFFIT STRIP AT CANOPY CENTER ONLY. CARSON BOTTOM OF CANOPY 111'-O' �N 24 -0' DENOTES UND -CANOPY, FULLY RECESSED ASSOCIATES CAN LIGHTS. TEL 317.8435979 -( 5 FAX 317.8435975 CIRCULAR COLUMN WRAPS -TYPICAL Al _7 o A1.7 o 11590 N. MERIDIAN N SUITE 104 6'-0" 15'-0' 6'-a" 6'-0' 15'-0' 6'-0' CARMEL INDIANA 46032 3 Y 3 3 3 TEL 512.977.0520 1 - ----------------------------------------------- -------------Ai.7 PP HD. A1.7 A1.7 OPP HD. FAX 512977.0384 -.1 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 76727 Q i1, wwwxarsorxiesW"mn _t o c o OOF DRA1 DAVID POWERSARCHITECTS. P.C. � 0 5' 5' 5' i --------- -------- --------- 5, S816 CARROLLTON AVENUE o i i o INDIANAPOLIS IN 46220 i t i t � TEL 317.62758?A / } FAX 317.255.0468 5' N t i erroih ne powersardhptaaoLcom 1'-0' DIAMETER, MATCHING 'ALUCOBOND' NEW STOREFRONT ENTRY BEYOND. COLUMN COVERS. BY CANOPY ALUCOBOND CONTR. ALUCOBOND" SOFFIT MATERIAL PROVIDE 2'-0' WIDE "ALUCOBOND" CAP TO MATCH REST OF CANOPY. STAMP BOTTOM OF CANOPY 6 SECTIONS CENTERED ON COLUMNS EXCEPT AS NOTED. 6 SEE NOTE ON THIS SHEET FOR ALUCOBOND A1.7 A1.7 AND SYSTEM REQUIREMENTS. ■ ■ REQUIREMENTS - 110' -0" Preliminary 17'-0" INDICATES OUTSIDE EDGE OF t 7'-O' NEWSTOREFRONT EENDTRY BELOW. NEW STOREFRONT ENTRY BELOW.Not For Construction 12-07-01 CARNmOr'll SELEVATION 3/Al J CANOPY REFLECTED CEL 2/A1 J CANOPY ROOF PLAN 1/A1.7Aw Aw 1/4' = 1'-0' 1/4'= N? 114` = i'-0' or NOTE; BOTH CANOPIES ARE TO BE SIMILAR BUT OPPOSITE HAND. NOTE; BOTH CANOPIES ARE TO BE SIMILAR BUT OPPOSITE HAND. NOTE; BOTH CANOPIES ARE TO BE SIMILAR BUT OPPOSITE HAND. 01;:z z IJ Uj ALUCOBOND CANOPY FASCIA PANELS ON FASCIA BEYOND. TAPERED RIGID ROOF INSULATION. NEW SURFACE MOUNTED REGLET AT 3/4" EXTERIOR GRADE PLYWOOD SHEATHING MAX THICKNESS,2 1/2' 0 PERIMETER- INTERSECTION OF NEW CANOPY FRAMING 24'-0' ON METAL STUD FRAMING ® 24' O.C.(MAX) MIN THICKNESS 1" @ DRAIN. SLOPE AND EXISTING BRICK MASONRY WALL TO DRAIN MIN OF 1/8"/FT. COVER WITH SEE 6/A1-7. FULLY ADHERED EPDM MEMBRANE ROOF- EXTEND OOFEXTEND MEMBRANE OVER TOP OF PARAPET & DOWN FACE OF PLYWOOD. CENTERLINE ANCHOR 0 FACE OF PLYWOOD. OF CANOPY TOP OF CANOPY 113'-6" 4• TOP OF BEAM = W 112'-4" L3X3X1/4 STEEL ANGLE -ROLLED t 3• i 1/2' STEEL ROOF DECK. TO REQUIRED RADIUS 61 CURVED FRONT. TS5x5 STEEL TUBE -THICKNESS VARIES Z z 5x5x5/16 STEEL TUBE. Q BOTTOM OF CANOPY (VARIES) JulJul TOP @ 112'-4" Q Q 111'-0" ®HIGH POINT � Z N STEEL BEAM -SEE STRUCTURAL J LJ.1 M BOTTOM OF CANOPY (VARIES) 44 :�E ___T co \\\t 110'-0" 0 LOW POINT 3/4" EXTERIOR GRADE PLYWOOD ALUC08OND SOFFIT PANELS. ON MTL STUDS AT 24' O.C. SEE REEL CEILING PLAN FOR LAYOUT. LOW POINT OF CANOPY BEYOP 0 z C_ NOTE; SECTION IS NOTE; SECTION IS r r SYMETRICAL ABOUT ( SYMETRICAL ABOUT 01) CENTERLINE OF CANOPY CENTERLINE OF CANOPY r, V-0' DIAMETER, MATCHING 'ALUCOBONDNEW STOREFRONT ENTRY BEYOND. r COLUMN COVERS. BY CANOPY ALUCOBOND CONTR. FIN EXIST FLOOR ASSUMED 100'-0" ALL STRUCTURAL STEEL ITEMS AND NOTATION AS SHOWN HERE ARE FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR ALL INFORMATION. TRANSVERSE CANOPY SECTION 5/Al s7CANOPY FRONT ELEVATION 4/ 1.7 ISSUE: NOTE; BOTH CANOPIES ARE TO BE SIMILAR BUT OPPOSITE HAND. NOTE; BOTH CANOPIES AR,11E TO BE SIMILAR BUT OPPOSITE HAND. IN 11-T FACE OF EXISTING BRICK TO REMAIN - SURFACE MOUNTED REGLET OVER ROOFING. PROVIDE WATERPROOF SEALANT JOINT @ TOP AND SET REGLET 1N CONT SEALANT BED. FINISH TO MATCH ALUCOBOND AT CANOPY. ROOFING EXPANSION JOINT. DESIGN BY ROOF MANU. TREATED WOOD BLOCKING CONT -+� ALONG BACK EDGE OF CANOPY. NOTE; CANOPY COVERING TO BE "SL -2000 SYSTEM" AS MANUFACTURED 5x5x5/16 STEEL TUBE BY 'SOBOTEC'. NO EXPOSED FASTENERS OR EXPOSED SEALANT ACCEPTED. SQUARE FOOTAGE: CONTACT JIM BOSTIC 'SPOHN ASSOCIATES - 921-0021 FOR DETAILS. DRAWING TITLE: STEEL BEAM -SEE STRUCTURAL CANOPY` DETAILS BOTTOM OF CANOPY 110'-0' JOB NO. DATE: PROVIDE EXPANSION TYPE 'SLIP' CONNECTION II FINAL DESIGN BY PANEL MANU_ T Y 01110011 H N SHEET NUMBER: (GA110PY @ 1ST WALL 6/Al m7 N O NOTE; BOTH CANOPIES ARE TO BE SIMILAR BUT OPPOSITE HAND. Al m7 s m to HIDDEN LINES DENOTE APPROXIMATE LAYOUT OF 2' X 2' Q.C., 'T' BAR, SUSPENDED CEILING GRID. WOOD SLAT CEILING ATTACHED DIRECTLY ONTO LOWER LEG OF 'T' BAR. 2' X 2' GRID WILL BE SUSPENDED FROM UNDERSIDE OF STRUCTURE AND/OR DECK ABOVE. ALL COMPONENTS OF 'T' BAR GRID MUST BE PAINTED BLACK. COORDINATE WITH WOOD SLAT CEILING MANU FOR LOCATIONS OF REQUIRED MAIN RUNNERS AT T BAR SYSTEM AND ALL OTHER ATTCHMENT INFORMATION. SEE DETAIL #5/A1.8 FOR MORE INFO. 29'-8' WOOD SLAT "CLOUD". MANUFACTURED BY 'PACIFIC WOOD SYSTEMS, INC.% AND SUPPLIED BY TRA ARCHITECTURAL SALES, TTM ROHLEDER, 257-5 BOTTOM 0 9'-0'. SUBMIT SHOP DRAWINGS TO CARSON DESIGN ASSOCIATED FOR REVIEW. CE ILICLOUD3/A1.3 sx NOTE; REFER TO REFLECTED CEILING PLAN FOR ALL LIGHTING AND SWITCHING LOCATIONS AND TYPES.rq Z HIDDEN LINES DENOTE APPROXIMATE LAYOUT OF 2' X 2' O.C.. 'T' BAR, SUSPENDED CEILING GRID. WOOD SLAT CEILING ATTACHED DIRECTLY ONTO LOWER LEG OF 'T' BAR. 2' X 2' GRID WILL BE SUSPENDED FROM UNDERSIDE OF STRUCTURE AND/OR DECK ABOVE. ALL COMPONENTS OF 'T' BAR GRID MUST BE PAINTED BLACK. COORDINATE WITH WOOD SLAT CEILING MANU FOR LOCATIONS OF REQUIRED MAIN RUNNERS AT 'T' BAR SYSTEM AND ALL OTHER ATTCHMENT INFORMATION. SEE DETAIL #5/A1.8 FOR MORE INFO. 24' CEILING CLOUD PLAN /A1.8 IA'=V4 NOTE; REFER TO REFLECTED CEILING PLAN FOR ALL LIGHTING AND SWITCHING LOCATIONS AND TYPES. COORDINATE WITH WOOD 'CLOUD' MANU FOR HANGER STRENGTH REQUIREMENTS. HEAVY—DUTY, 'T'BAR SUSPENDED CEILING SYSTEM, 1 1/2' X 15/16" MIN. HANG FROM UNDERSIDE OF STRUCTURE OR DECK ABOVE. SPACE MAIN RUNNERS AND WIRE MAINS AT 48" O.C. REMAINDER OF GRID WILL FORM A 2' X 2' GRID. 1 1/2- (MIN), BLACK, SELF—TAPPING SCREWS. SPACE APPROX 12' O.C. VERIFY SPACING WITH WOOD CLOUD MANU. NOTCHED CROSSPIECE. PAINT BLACK. l.r —VERIFY EXTENTS & SPACING WITH CLOUD MANU. I WOOD 'CLOUD' MEMBERS. VERIFY SIZE WITH MANU. FINISH CHOICE BY CARSON DESIGN. WOOD CEILING ATTACHMENT 5/A1.8 WSW WOOD SLAT 'CLOUD'. MANUFACTURED BY 'PACIFIC WOOD SYSTEMS, INC.', AND SUPPLIED BY TRA ARCHITECTURAL SALES, TIM ROHLEDER, 257-9784. BOTTOM 0 9'-0'. SUBMIT SHOP DRAWINGS TO CARSON DESIGN ASSOCIATED FOR REVIEW. HIUUtN LINLS ULNUIt AVt'KUXIMAIt 2' X 2' O.C., 'T' BAR, SUSPENDED CE WOOD SLAT CEILING ATTACHED DIRECTLY ONTO LOW 'T' BAR. 2' X 2' GRID WILL BE SUSPENDED FROM OF STRUCTURE AND/OR DECK ABOVE. ALL COMPONENTS GRID MUST BE PAINTED BLACK. COORDINATE WITH CEILING MANU FOR LOCATIONS OF REQUIRED MAIN R 'T' BAR SYSTEM AND ALL OTHER ATTCHMENT IN SEE DETAIL #5/A1.8 FOR MIAV H_HklllfI am ED BY D SUPPLIED BY ?HLEDER, 257-9784. RAWINGS TO CARSON DESIGN ASSOCIATED FOR REVIEW. O Z NOTE; REFER TO REFLECTED CEILING PLAN FOR ALL LIGHTING AND SWITCHING LOCATIONS AND TYPES. z WOOD RAIL -STAINED. COLOR BY 'HEWI', 'INOX" RAILING SYSTEM MIN OF 3/8" THICK GLASS PAN 'THE RUDY ART GLASS STUDIO', YORK, PA 17401. (717) 846 - EDGES TO BE POLISHED AND F CORNERS MUST BE SLIGHTLY E CONFIRM MODEL NUMBER WITH TO ORDERING. MIN 3/8" STEEL BASE PLATE M TWO 'HILTI' TYPE EXPANSION BI PROVIDE A MATCHING METAL C( TO HIDE ALL MOUNTING BRACKI FLOOR IS EXISTING C.I.P. CONCKtlt. KAIL MANU. IU VERIFY STRENGTH OF CONNECTION PRIOR TO INSTALLATION AND SHOULD SPECIFY FASTENER SIZES AND MATERIALS. COVER PLATE BY RAILING MANU. NOTE; ORIENTATION OF RAILING GROUP IS SHOWN 4/A1.8 w =1'-0' DENOTES APPROXIMATE LOCATION AND SHAPE OF TERRAllO FLOORING. CENTERLINE OF RAIL BASEPLATES TO BE 1'-0" FROM LINE OF FLOORING. REFER TO FLOOR PLANS AND FINISH PLAN FOR FLOORING LOCATION AS WELL AS LOCATIONS OF RAILS. WOODEN HANDRAIL. PROVIDE MITERED, TIGHT JOINTS AT DIRECTION CHANGE. CENTERLINE OF RAIL BASEPLATES TO BE 1'-0" FROM LINE OF FLOORING. NOTE; HANDRAIL IS OFFSET FROM CENTER LINE OF VERTICAL POSTS. INSTALL WITH OFFSET SIDE NEAREST TO TERRAllO FLOORING. 'HEWI', "INOX" RAILING SYSTEM AS REPRESENTED BY SPOHN ASSOCIATES. (921-0021 ERIC SPOHN) #6 FLAT FINISH FOR STAINLESS BARS. RAIL TO BE STAINED. EXTEND HANDRAIL AND GLASS 1'—O" FROM CENTERLINE OF RAIL BASE PLATE. DENOTES APPROXIMATE LOCATION OF t OF OUTSIDE EDGE OF BULKHEAD ABOVE. } CENTERLINE OF RAIL BASEPLATES TO BE 1'-O" FROM LINE OF BULKHEAD. REFER TO REFLECTED CEILING PLAN l FOR LOCATION AND CONSTRUCTION OF I ALL BULKHEADS. 1 f l SIJ CARSON DESIGN ASSOCIATES TEL 317.8 435979 FAX 317.843.5975 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512977.0384 4201 W. PARMER LANE SURE 104 AUSTIN TEXAS 78727 wwwxarsondesjVLcom DAVID POWERS ARCHITECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275820 FAX 317.255.0468 STAMP Preliminary Not For Construction 12-07-01 1� LAJ Q � �R LU J w Cn z Q z a LU co)® rr, z r r CM Ir - CODr ISSUE: SQUARE FOOTAGE: DRAWING TITLE: CEILING DETAILS JOB NO. DATE: a 0 e 01DOQ)1 N N N SHEET NUMBER: 0 Al 0 N 8 ® N 2 e m GENERAL FLOOR PLAN NOTES NOT ALL MAY APPLY. REFER TO PLANS FOR ADDITIONAL NOTES AND INFORMATION. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS, JOB CONDITIONS. ETC. 2. ALL DIMENSIONS ON PLANS ARE TO FINISHED FACE OF MTL STUD WALL, CONCRETE MASONRY UNIT OR BRICK. 3. WHERE DISSIMILAR FLOOR MATERIALS MEET THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. 4. PROVIDE DEEP LEG TRACKS AT ALL METAL STUD CONNECTIONS TO STRUCTURE ABOVE. UNLESS NOTED OTHERWISE 5. HINGE SIDE OF DOOR JAMBS IN METAL STUD WALLS WILL TYPICALLY BE LOCATED 4" FROM ADJACENT WALL. UNLESS NOTED OTHERWISE SEE TYPICAL DETAILS ON INDEX SHEET FOR ADDITIONAL INFORMATION. 6. PROVIDE BLOCKING IN NEW METAL STUD WALLS FOR ALL WALL SUPPORTED ITEMS. 7. PROVIDE FIRE STOPPING AT PENETRATIONS OF ALL RATED WALLS. 8. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND ASSOCIATED DETAIL REFERENCES. 9. REFER TO DEMOLITION PLAN FOR ALL REQUIRED DEMOLITION WORK. 10. REFER TO ROOM FINISH SCHEDULE FOR ALL REQUIRED FINISH INFORMATION. 11. REFER TO DOOR SCHEDULE FOR ALL DOOR AND FRAME TYPES, HARDWARE INFORMATION AND ALL OTHER DOOR INFORMATION. 12. WHERE NEW WALL CONSTRUCTION IS SHOWN ABUTTING WINDOW MULLIONS, CENTER WALL CONSTRUCTION ON MULLION REFER TO TYPICAL DETAILS ON INDEX SHEET FOR ADDITIONAL CONSTRUCTION INFORMATION. 13. WHERE NEW WALL CONSTRUCTION IS REQUIRED ADJACENT TO OR ABUTTING EXISTING CONSTRUCTION ALIGN FACE OF NEW CONST. WITH FACE OF EXISTING CONST. SEE TYPICAL DETAILS ON INDEX SHEET FOR ADDITIONAL INFORMATION. 14. ALL FINISHES SHALL CONFORM TO CHAPTER 42 OF THE INDIANA BUILDING CODE. 15. WHERE POSSIBLE LEAVE 1'-6" OF UNOBSTRUCTED SPACE ON LATCH/PULL SIDE OF ALL DOORS AND 1'-0" OF UNOBSTRUCTED SPACE ON LATCH/PUSH SIDE OF DOORS FOR A.DA COMPLIANCE 16. USE ONLY PLENUM RATED CABLE 17. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS SCOPE OF WORK TO DISCONNECT AND RECONNECT TENANT'S EXISTING POWERED SYSTEMS FURNITURE. IF TENANT IS INSTALLING NEW POWERED SYSTEMS FURNITURE ELECTRICAL CONTRACTOR SHALL INCLUDE PRICE TO CONNECT. 18. UNLESS OTHERWISE NOTED ALL INTERIOR WALLS WILL BE TYPE 11. SEE WALL TYPES ON INDEX SHEET FOR ADDITIONAL INFO. 19. PROVIDE CONTROL JOINTS IN ALL RUNS OF METAL STUD/GYP BD WALLS OVER 30' IN LENGTH. COORDINATE LOCATIONS WITH CARSON DESIGN ASSOCIATES PRIOR TO INSTALLATION FOR COMPLIANCE WITH DESIGN INTENT. FROM CORNER FROM CORNER FROM CORNER START LAYOUT GRID FROM CENTERUNE OF EXISTING COLUMN WRAP. GRID FROM OF COLUMN F.1 O O FROM CORNER GRID FROM CENTER OF COLUMN �— ■ INDICATES 2' X 2' LAYOUT GRID. GRID SHOWN FOR REFERENCE ONLY. TERRAllO FLOORING CONTRACTOR SHOULD COORDINATE WITH ARCHITECT ALL FLOOR PATTERN DESIGNS PRIOR TO BEGINING ANY FLOORING INSTALLATION. ■ e NOTE; 2' X 2' GRID AS SHOWN IS INCLUDED FOR REFERENCE ONLY AND IS INTENDED TO INDICATE EXTENTS AND APPROXIMATE LOCATION OF TERRAllO FLOORING AND CHANGES IN TERRAllO MATERIALS. REFER TO FINISH FLOOR PLAN, AND FLOOR PLAN FOR ADDITIONAL INFORMATION AND FLOOR TYPES. SIJ CARSON DESA ASSOCWT>rS TEL 317.843.5979 FAX 317.843S97S 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL S 12.977.0520 FAX S 12.977 4384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 wwwxarxmdesWL=n DAVID POWERS-ARCHrrECTS, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275820 FAX 3172.5S.0468 analt power=rchplan@aol.com STAMP Preliminary Not For Construction 12-07-01 LU a e LU LU ry- cl. Q Q z Q Q p CNJ LU CD W C-0 r OC OLUQ z U r T ISSUE: SQUARE FOOTAGE: DRAWING TITLE: DETAILED FLOOl PATTERN PLAN JOB NO. DATE: CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.03842 4201 W. FARMER LANE SUITE 104 AUSTIN TEXAS 78727 www.rm= desVt=n DAVID POWERS ARCHITECT'S, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275820 FAX 317.255.0468 emath povmrsarchplao@aol.00m STAMP Preliminary Not For Construction 12-07-01 I- W W Cn z z Q Q 0 0 Z W —_ J = W :E I--- CD U CV c� 0 C0 R# - ISSUE: SQUARE FOOTAGE: DRAWING TITLE: ELECTRICAL OUTLET PLAN JOB NO. DATE: 01D0011 SHEET NUMBER: Am I GENERAL The structure has been designed for the final. in—service condition. It shall be the contractor's responsibility through methods and means of construction to maintain the integrity of the structure during all stages of construction and insure safe working conditions. The Contractor shall be responsible for preparation of shop drawings to enable fabrication, erection and construction all parts of the work in accordance with the drawings and specifications. Shop drawing review by the Structural Engineer shall be for design conformance only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. FOUNDATIONS Exterior foundations shall bear a minimum of 3'-0" below finish grade and shall bear on undisturbed soil. An allowable soil bearing pressure of 2000 psf was assumed for design. Foundation excavations shall be made to plan elevations and inspected by a qualified Geotechnicol Engineer. Soil conditions found to be unacceptable, including bearing capacity below that assume for design, shall be modified by one of the following procedures: 1. Remove all unacceptable soil and replace with compacted material as directed by the Geotechnical Enginner. 2. Lower foundations to an acceptable level and install concrete pedestals as directed by the Structural Engineer. Foundation excavations shall be compacted to a level surface (or formed where soil conditions do not allow). The excavation shall be protected from weather if concrete placement does not occur within 24 hours of excavation of the footing. Reinforced concrete has been designed in conformance with the Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95). Concrete mixing, transporting, and placing shall be in accordance with the latest edition of the Specifications for Structural Concrete for Buildings (ACI 301). Concrete shall be proportioned with sand fine aggregate and normal weight coarse aggregates (ASTM C33) and Type I portlond cement (ASTM C150) and shall meet the follow*,ng requirements: f'c © 28 days 3,000 psi Minimum cement content 5 socks/cys Maximum w/c ratio 0.45 Maximum slump prior to addition of plasticizers3 inches Maximum slump if plasticizers are not used 4 inches REINFORCING STEEL Reinforcing steel shall be deformed bars of new billet steel with a minimum yield strength of 60,000 psi conforming to ASTM A615-90. Detailing, fabricating, and placing of reinforcement shall be in accordance with the latest edition of the following standards: Specifications for Structural Concrete for Buildings (ACI 301), ACI Detailing Manual(SP66). Reinforcing bars shall not be welded, heated or cut unless shown on the contract documents. Concrete cover shall be as specified in the latest edition of ACI 318, unless notes otherwise on plan. Use standard bar chairs and spacers to maintain concrete protection specified. Splicing of reinforcing bars shall conform to latest edition of ACI 318. Use a Class "B" lop at splices unless indicated elsewhere. GROUT FOR COLUMN BASEPLATES Grout for column base plates shall be a .non—metallic, non—shrink grout (complying with the requirements of ASTM C827 or CRD—C621), premixed, non—corrosive, non—staining product containing Portland Cement, silica sands, and fluidity improving compounds. Minimum compressive strength (f c) at 28 days shall be 5,000 psi. Compressive strength tests shall conform to the requirements of ASTM C109. STRUCTURAL STEEL Detailing, fabrication and erection of structural steel shall be in conformance with the AISC Specification for Structural Steel Buildings, latest edition with amendments, and the AISC Code of Standard Practice for Steel Buildings and Bridges, latest edition with amendments. Rolled shapes shall conform to ASTM A572, Grade 50. Plates shall conform to ASTM A36. Column anchor bolts shall conform to ASTM A307. Structural steel not exposed shall be shop—pointed with a rust inhibiting primer, unless directed otherwise by the specification. Exposed structural steel shall be treated as AESS per Section 10 of the AISC Code of Standard Practice. Touch up all nicks and abrasions after erection is complete. Design connections not shown per the latest edition of the AISC Specification and Manual of Steel Construction. Welding of structural members shall be in conformance with the American Welding Society's (AWS) Structural Welding Codes for: Steel ANSI/AWS D1.1, Sheet Steel ANSI/AWS D1.3 and Reinforcing Steel ANSI/AWS D1.4. Typical welded connections shall be made with E70XX Low Hydrogen electrodes. Base material within 2" of any field weld shall be free of materials that would prevent proper welding or produce toxic fumes during welding operations. Splicing of structural steel members is not permitted without prior approval of the Structural Engineer. SHIMS & ,� LEVELING "x 12" x 1 -0 NUTS I :OLUMN PER 1 LAN Y z Of M U) Z� O:D ZO _ a SECTION COLUMN BASE DETAIL FOUNDATION PLAN SCALE: 1 /4"=1'-0" NOTES: 1). FIN_ FLOOR EL_ TO MATCH EXISTING. 2). T/FTG. EL. 1'-0" BELOW FIN. FL. EL. TYP. 3). SEE ARCH. DWGS. FOR SIZE & LOCATION OF DOOR OPENINGS. SAWCUT & REMOVE EXISTING SEE CONC. AS READ. PLAN #4x1'-0" 0 24" O.C. DRILL INTO EXISTING SLOPE WALK ®D R MATCH EXISTING 00 ONLY. FIN_ FL. EL. (4)-1 "0 x 2'-0" W/ HER NOUTS TS &0307) WASHERS ® EA. END a' EXISTING SIDEWALK a a a.' .Q. .4 d a . 1—#5 CONT: SECTION i �si a 0.000..0 . �. T/TUBE EL. PER PLAN EXISTING STRUCTURE 1/4 COLUMN FOOTING SCHEDULE MARK SIZE REINF. F1 4' -0"x4' -0"x2'-6" 4-#5 E.W. BOT. �zV 2 3/8" STIFF. LP EA. SIDE TYP. `R 1 /2"x8"x8" TYP. —COL. PER PLAN S=CTIONr2 S1 NOTE; THIS DRAWING IS INCLUDED IN THIS PRICING SET FOR REFERENCE ONLY AND IS INTENDCED TO BE AN AID IN DETERMINING COSTS ASSOCIATED WITH THE CONSTRUCTION OF TWO NEW CANOPIES AS SHOWN ON FLOOR PLANS AS WELL AS SHEET A1.7. COORDINATE WITH STRUCTURAL ENGINEER PRIOR TO ORDERING OR ERECTING ANY MATERIALS SHOWN HERE. SECTION (*3 si e FRAMING PLAN SCALE: 1/4"=l' -O" L3x3xl/4 ROLLED TO RADIUS PER PLAN TS5x5x5/16 x 0'-5" SECTION a si c3x1 /4 ROLLED RADIUS PER PLAN �V CARSON DESIGN ASSOCIAi'ES TEL 317.8435979 FAX 317.843.5975 11590 N. MERIDIAN SUITE 104 CARMEL INDIANA 46032 TEL 512.977.4520 FAX 512.977.0384 4201 W. PARMER LANE SUITE 104 AUSTIN TEXAS 78727 www.au=ndes%;mcom DAVID POWERS ARCHITECT'S, P.C. 5816 CARROLLTON AVENUE INDIANAPOLIS IN 46220 TEL 317.6275824 FAX 317.255.0468 emall: powersarchplaM@aoIx= STAMP Preliminary Not For Construction 12-07-01 LAJ Q 1 Q � ® LU LU z z Q Q 0 zMLU LU ® ry- rr ca LU Z U r r- r rdM ISSUE: SQUARE FOOTAGE: DRAWING TITLE: JOB NO. DATE: