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Home My WebLink About18010132 Building PlansSEE FLOOR PLANS FOR WALL TYPES AND LOCATIONS. 4" MAX. NOTE; PROVIDE FIRE RATED EXTINGUISHER CABINETS WHEN THEY ARE TO BE INSTALLED IN FIRE RATED WALL CONSTRUCTION. FIRE EXTINGUISHER CABINET. IF APPLICABLE REFER TO SPECIFICATIONS FOR INFORMATION. OTHERWISE PROVIDE MINIMUM OF 10 POUND CODE COMPLIANT UNIT IN SEMI -RECESSED CABINET. COORDINATE LOCATIONS WITH OWNER AND ARCHITECT. CONTINUOUS, PAINTABLE SEALANT AT ENTIRE PERIMETER. SHIM AS REQUIRED. PROVIDE STUDS - METAL OR WOOD. SEE FLOOR PLANS - ON ALL SIDES OF CABINET. F.E. CABINET 3 NOT TO SCALE VW NO LIFE SAFETY NOTES SEE INDEX SHEET FOR ADDITIONAL CODE, EXITING AND LIFE SAFETY DATA. 1. FIRE EXTINGUISHER LOCATION. 2. EXIT SIGNAGE LOCATION. w U Q 0 - Ln w 0 rz w 0 c� z V) x w 00 cn c0 TYPE W4 TYPE W4A (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U465 OR EQUAL) WALL TYPES 58'-10" EXISTING WIDTH OF SPACE EXIT oI oI O �I I 0 1 I i I 1 1 � I 1 1 1 10 1 FEC 1 1 1 1 0' -- �__� 1 Owe TYPE W3 TYPE W3A TYPE W2 TYPE W2A TYPE W I TYPE WIA FIN. FLOOR WALL TYPE GENERAL NOTES NOTE; WALL HEIGHT AS MARKED ON PLANS IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FINISH SCHEDULE FOR ALL CONJUNCTION WITH WALL TYPE SYMBOL WILL WALLBOARD ON ALL PLUMBING WALLS. USE FINISH SELECTIONS; CEILING TYPES AND HEIGHTS; SUPERCEDE WALL HEIGHTS AS SHOWN ABOVE. CEMENT BOARD INSTEAD OF GYP BOARD AND TYPES, SIZES AND LOCATIONS ETC. SEE SYMBOLS LEGEND THIS SHEET. BEHIND ALL TILE FINISHES. PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS -ABOVE CEILING STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. NOT TO SCALE LIFE SAFETY PLAN 2 NOT TO SCALE CODE ANALYSIS APPLICABLE CODES INDIANA BUILDING CODE 2014 INDIANA BUILDING CODE INDIANA PLUMBING CODE 2012 INDIANA PLUMBING CODE INDIANA ELECTRICAL CODE 2009 INDIANA ELECTRICAL CODE INDIANA FIRE CODE 2014 INDIANA FIRE CODE INDIANA MECHANICAL CODE 2014 INDIANA MECHANICAL CODE INDIANA ENERGY CONSERVATION CODE 2010 INDIANA ENERGY CONSERVATION CODE INDIANA HANDICAPPED ACCESSIBILITY CODE 2009 ANSI A117.1 ADA ACCESSIBILITY GUIDELINES OCCUPANCY (OVERALL BUILDING) CLASSIFICATION (302.1): M/B OCCUPANCY (TENANT SPACE) CLASSIFICATION (302.1): M ACCESSORY USES (508.3.1): N/A NON -SEPARATED USES (508.3.2): N/A SEPARATED USES (508.3.3): N/A CONSTRUCTION CLASSIFICATION (602): TYPE II -B AUTOMATIC SPRINKLER SYSTEM SPRINKLER SYSTEM REQUIRED (903): YES SPRINKLER SYSTEM PROVIDED: YES ALLOWABLE BUILDING HEIGHT TABULAR HEIGHT (503): 55' ALLOWABLE BUILDING AREA TABULAR AREA (503): 12,500 BUILDING AREA INCREASE INCREASE FOR SPRINKLERED BUILDING (506.3): 300% UNLIMITED AREA (507): N/A FRONTAGE INCREASE (506.2): N/A If = (F/P-.25)xW/30 TOTAL ALLOWABLE AREA WITH INCREASES: 12,500 Aa = 12,500 + (12,500 x 0) + (12,500 x 3) Ao = 50,000 ACTUAL BUILDING HEIGHT AND AREA BUILDING AREA: 20,812 SF TENANT SPACE: 4,328 SF BUILDING HEIGHT (FEET/# FLOORS): 24'/1 FLR TABULAR OCCUPANT LOAD (1004.1.2) SHOWROOM OCCUPANT LOAD FACTOR: 1/ 30 GROSS OFFICE OCCUPANT LOAD FACTOR: 1/ 100 ACTUAL OCCUPANT LOAD (1004.1.2) SHOWROOM SF/OCCUPANT LOAD FACTOR: 3159/30 OFFICE SF/OCCUPANT LOAD FACTOR: 478/100 TOTAL OCCUPANTS: 110 FIRE RESISTIVE REQUIREMENTS (601 AND 602) CONSTRUCTION TYPE: TYPE II -B STRUCTURAL FRAME: NON -RATED EXTERIOR BEARING WALLS: NON -RATED UNDERSIDE OF ROOF DECK B.O. STRUCTURE NON -RATED EXTERIOR NON-BEARING WALLS: NON -RATED INTERIOR NON-BEARING WALLS: NON -RATED FLOOR CONSTRUCTION: NON -RATED PROVIDE GYP BD CAP AT NON -RATED SHAFTS: N/A FIRE RESISTANCE RATED CONSTRUCTION (704, 601, 602) RATED EXTERIOR WALLS: NON -RATED TOP OF WALL. NON -RATED UNPROTECTED OPENING AREA: NON -RATED INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803) SEE FINISH SCHEDULE FOR MATERIALS CEILING LINE ALL MATERIALS ARE CLASS A RATED CONST JLAY-IN CONT CONTINUOUS CT 12'-0" AFF CW COLD WATER LAY -IN CEILING DETAIL CEILING DRINKING FOUNTAIN LAY -IN CEILING DIMENSION DRWGS TILE AND GRID EA TILE AND GRID EC TILE AND GRID EJ EXPANSION JOINT FFICE SOOM EXTERIOR INSULATION FINISH SYSTEM SHOWR ELEVATION EL ELEVATION ENG ENGINEER EXIST EXISTING EXP EXPANSION EXT EXTERIOR 8" MTL STUDS @ 24" O.C. WITH ONE LAYER OF J" FLOOR DRAIN 3-5/8" MTL STUDS @ 16" O.C. WITH ONE LAYER OF FINISH 3-5/8" MTL STUDS @ 16" 3-5/8" MTL STUDS @ 16" O.C. WITH ONE LAYER OF O.C. WITH ONE LAYER OF FLOOR FT GYPSUM BOARD @ EACH FD GYPSUM BOARD @ EACH FE GYPSUM BOARD @ EACH GYPSUM BOARD @ EACH FEC FIRE EXTINGUISHER CABINET SIDE. EXTEND STUDS AND GAUGE SIDE. EXTEND STUDS TO GRAB BAR SIDE. EXTEND GYP BD TO SIDE., TYPICAL. PROVIDE 6" GYPSUM WALLBOARD HDWR GYP BD. TO UNDERSIDE OF HM UNDERSIDE OF ROOF DECK HORIZ MIN OF 4" ABOVE MTL STUDS WHERE NOTED HVAC HEATING, VENTILATING, AIR COND. ROOF DECK AND SEAL HOT WATER AND GYP BD TO MIN OF 4" JOIST ADJACENT CEILING LINE. ON PLAN. EXTEND GYP BD JOINT KIT BETWEEN GYP BD AND LAM ABOVE ADJACENT CEILING LAV TO 12'-0" AFF. LLH LONG LEG HORIZONTAL DECK FOR FIRE RATED LONG LEG VERTICAL LINE AT OFFICE SIDE. AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE AND CALCULATIONS SUBMITTED FOR REVIEW. SUBMITTED, IN WRITING, ACCOMPANIED BY THE ASSEMBLY. ALTERNATIVE PRODUCT INFORMATION, TO THE LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. ARCHITECT, NO LATER THAT TEN (10) BUSINESS DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. PROVIDE SOUND BATTS PROVIDE SOUND BATTS METAL STUDS SHALL BE DESIGNED TO SUPPORT THE PROVIDE SOUND BATTS PROVIDE SOUND BATTS LOADS SHOWN iN THE DESIGN DATA IN ADDITION TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT INSULATION TO MATCH WALL PROPOSED FOR SUBSTITUTION IS OR IS NOT OF INSULATION TO MATCH WALL EQUAL QUALITY TO THE PRODUCT SPECIFIED. INSULATION TO MATCH WALL INSULATION TO MATCH WALL UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INTERNATIONAL BUILDING CODE, 2012 EDITION. NO WIDTH AT WALL TYPE W4A INCREASE IN ALLOWABLE STRESS IS ALLOWED. WIDTH AT WALL TYPE W3A DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED WIDTH AT WALL TYPE W2A WIDTH AT WALL TYPE W1A TO 3k OF THE STUD SPAN. FOR CANTILEVERS, THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ONLY. INSTALLATION OF ALL SELECTED MATERIALS WHICH ONLY. SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE ONLY. ONLY. FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. METAL STUD MANUFACTURER SHALL DETERMINE FINAL THE CONTRACTOR SHALL PRESERVE ALL PRINTED LAYOUT AND GAUGE OF STUDS TO MEET THE INSTRUCTIONS AND WARRANTY INFORMATION THAT IS ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. PROVIDE 6" STUDS @ "SIM" PROVIDE SUPPORT IN WALLS WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE DELIVER SAID PRINTED MATTER TO THE OWNER AT THE GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR RELATIVE HUMIIDITY PROVIDE FASTENERS AND SHALL INSTRUCT THE OWNER IN THE PROPER USE REQUIRED. TYPE W4 TYPE W4A (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U465 OR EQUAL) WALL TYPES 58'-10" EXISTING WIDTH OF SPACE EXIT oI oI O �I I 0 1 I i I 1 1 � I 1 1 1 10 1 FEC 1 1 1 1 0' -- �__� 1 Owe TYPE W3 TYPE W3A TYPE W2 TYPE W2A TYPE W I TYPE WIA FIN. FLOOR WALL TYPE GENERAL NOTES NOTE; WALL HEIGHT AS MARKED ON PLANS IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FINISH SCHEDULE FOR ALL CONJUNCTION WITH WALL TYPE SYMBOL WILL WALLBOARD ON ALL PLUMBING WALLS. USE FINISH SELECTIONS; CEILING TYPES AND HEIGHTS; SUPERCEDE WALL HEIGHTS AS SHOWN ABOVE. CEMENT BOARD INSTEAD OF GYP BOARD AND TYPES, SIZES AND LOCATIONS ETC. SEE SYMBOLS LEGEND THIS SHEET. BEHIND ALL TILE FINISHES. PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS -ABOVE CEILING STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. NOT TO SCALE LIFE SAFETY PLAN 2 NOT TO SCALE CODE ANALYSIS APPLICABLE CODES INDIANA BUILDING CODE 2014 INDIANA BUILDING CODE INDIANA PLUMBING CODE 2012 INDIANA PLUMBING CODE INDIANA ELECTRICAL CODE 2009 INDIANA ELECTRICAL CODE INDIANA FIRE CODE 2014 INDIANA FIRE CODE INDIANA MECHANICAL CODE 2014 INDIANA MECHANICAL CODE INDIANA ENERGY CONSERVATION CODE 2010 INDIANA ENERGY CONSERVATION CODE INDIANA HANDICAPPED ACCESSIBILITY CODE 2009 ANSI A117.1 ADA ACCESSIBILITY GUIDELINES OCCUPANCY (OVERALL BUILDING) CLASSIFICATION (302.1): M/B OCCUPANCY (TENANT SPACE) CLASSIFICATION (302.1): M ACCESSORY USES (508.3.1): N/A NON -SEPARATED USES (508.3.2): N/A SEPARATED USES (508.3.3): N/A CONSTRUCTION CLASSIFICATION (602): TYPE II -B AUTOMATIC SPRINKLER SYSTEM SPRINKLER SYSTEM REQUIRED (903): YES SPRINKLER SYSTEM PROVIDED: YES ALLOWABLE BUILDING HEIGHT TABULAR HEIGHT (503): 55' ALLOWABLE BUILDING AREA TABULAR AREA (503): 12,500 BUILDING AREA INCREASE INCREASE FOR SPRINKLERED BUILDING (506.3): 300% UNLIMITED AREA (507): N/A FRONTAGE INCREASE (506.2): N/A If = (F/P-.25)xW/30 TOTAL ALLOWABLE AREA WITH INCREASES: 12,500 Aa = 12,500 + (12,500 x 0) + (12,500 x 3) Ao = 50,000 ACTUAL BUILDING HEIGHT AND AREA BUILDING AREA: 20,812 SF TENANT SPACE: 4,328 SF BUILDING HEIGHT (FEET/# FLOORS): 24'/1 FLR TABULAR OCCUPANT LOAD (1004.1.2) SHOWROOM OCCUPANT LOAD FACTOR: 1/ 30 GROSS OFFICE OCCUPANT LOAD FACTOR: 1/ 100 ACTUAL OCCUPANT LOAD (1004.1.2) SHOWROOM SF/OCCUPANT LOAD FACTOR: 3159/30 OFFICE SF/OCCUPANT LOAD FACTOR: 478/100 TOTAL OCCUPANTS: 110 FIRE RESISTIVE REQUIREMENTS (601 AND 602) CONSTRUCTION TYPE: TYPE II -B STRUCTURAL FRAME: NON -RATED EXTERIOR BEARING WALLS: NON -RATED INTERIOR BEARING WALLS: NON -RATED EXTERIOR NON-BEARING WALLS: NON -RATED INTERIOR NON-BEARING WALLS: NON -RATED FLOOR CONSTRUCTION: NON -RATED ROOF CONSTRUCTION: NON -RATED SHAFTS: N/A FIRE RESISTANCE RATED CONSTRUCTION (704, 601, 602) RATED EXTERIOR WALLS: NON -RATED FIRE SEPARATION DISTANCE: NON -RATED UNPROTECTED OPENING AREA: NON -RATED INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803) SEE FINISH SCHEDULE FOR MATERIALS CONIC ALL MATERIALS ARE CLASS A RATED CONST FIRE PROTECTION SYSTEMS STANDPIPE SYSTEM (905): N/A PORTABLE FIRE EXTINGUISHERS (906.1): BY TENANTS FIRE ALARM AND DETECTION SYSTEMS (907): NONE SMOKE CONTROL SYSTEMS (909): NONE SMOKE AND HEAT VENTS (910): NONE EGRESS ABOVE FINISHED FLOOR MINIMUM WIDTH FACTOR (1005.1): .15 REQUIRED MINIMUM WIDTH FROM SPACE (1005.1): 16.5" MINIMUM NUMBER OF EXITS (1015): 2 ACTUAL NUMBER OF EXITS: 3 ACTUAL WIDTH OF EXITS: 186" ALLOWABLE TRAVEL DISTANCE (1016.2): 200' CORRIDOR CONSTRUCTION (1018.1): NON -RATED BOTTOM MINIMUM CORRIDOR WIDTH (1018.2): 44" MAXIMUM DEAD END CORRIDOR (1018.4): 20' ABBREVIATIONS AFF ABOVE FINISHED FLOOR ACT ACOUSTICAL CEILING TILE APP APPROXIMATE ARCH ARCHITECT AWT ACOUSTICAL WALL TREATMENT BLKG BLOCKING B.O. BOTTOM OF BOT BOTTOM CAB CABINET CAR CARPET CJ CONTROL JOINT CL CENTER LINE CMU CONCRETE MASONRY UNIT COL COLUMN CONIC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CT CERAMIC TILE CW COLD WATER DET DETAIL DF DRINKING FOUNTAIN DIM DIMENSION DRWGS DRAWINGS EA EACH EC EXPOSED CEILING EJ EXPANSION JOINT EIFS EXTERIOR INSULATION FINISH SYSTEM EL ELEVATION EL ELEVATION ENG ENGINEER EXIST EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FIN FINISH FLR FLOOR FT FEET FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET GA GAUGE GB GRAB BAR GWB GYPSUM WALLBOARD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HVAC HEATING, VENTILATING, AIR COND. HW HOT WATER JST JOIST JT JOINT KIT KITCHEN LAM LAMINATE LAV LAVATORY LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAX MAXIMUM MB MARKER BOARD MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM M.O. MASONRY OPENING OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE OH OPPOSITE HAND OTO OUT TO OUT PLAS LAM PLASTIC LAMINATE PLWD PLYWOOD PS PROJECTION SCREEN QT QUARRY TILE R RISER RA RETURN AIR RB RESILIENT BASE REF REFERENCE REFR REFRIGERATOR REQD REQUIRED RO ROUGH OPENING SA SUPPLY AIR SCHED SCHEDULE SEC SECTION SIM SIMILAR SPECS SPECIFICATIONS SF SQUARE FOOT SA SUPPLY AIR SS STAINLESS STEEL STD STANDARD STL STEEL SUSP SUSPENDED TB TACK BOARD TEL TELEPHONE T.O. TOP OF TV TELEVISION r (P TYPICAL UON UNLESS OTHERWISE NOTED UR URINAL VCT VINYL COMPOSITION TILE . VIE RT VERTICAL VT VINYL TILE W1 WITH ti"; 0 WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WH WATER HEATER WP WORKING POINT SCOPE NOTES SYMBOLS (NOT ALL MAY APPLY) ®KEYED NOTE REFER TO SHEET WHERE SHOWN. OWINDOW OR GLAZED OPENING TAG. SEE SCHED. IF WINDOW - W?, IF STOREFRONT - SF?, IF CURTAINWALL - CW? ID ACCESSORY TAG. SEE ENLARGED TOILET PLANS. - BUILDING SECTION CUT. xxxx xxxx ELEVATION TAG - INTERIOR OR EXTERIOR. X/XXX X/ SECTION CUT AT AREAS SHOWN SMALL SCALE X/XXX ENLARGED PLAN. OIL XXXXXELEVATION TARGET. XXXXX FINISH FLOOR = ASSUMED 0'-0" U.O.N. XXX FINISH TAG. REFER TO LEGEND Z/#`� REVISION N PLAN OR TRUE NORTH BATT INSULATION; WIDTH OF FRAMING U.O.N. ROOM TAG. REFER TO ROOM FINISH SCHEDULE F.E. FIRE EXTINGUISHER IN SEMI -RECESSED O CABINET PROVIDED/INSTALLED BY GC. SURFACE MOUNTED FIRE EXTINGUISHER 0 PROVIDED/INSTALLED BY G.C. F.E. 100 DOOR WITH DOOR NUMBER. 7 ® WINDOW OR GLAZED OPENING a--� LADDER. REFER TO SECTIONS AND NOTES WH WALL HYDRANT IF EXTERIOR HB HOSE BIB IF INTERIOR ® METAL STUD FRAMED WALL. REFER TO CLARIFICATION FROM THE ARCHITECT PRIOR TO BID INDEX SHEET FOR INFO. ® CMU WALL. REFER TO SECTIONS AND DETAILS IN QUESTION. BRICK WALL. REFER TO SECTIONS AND DETAILS THESE CONTRACT DOCUMENTS ARE INTENDED TO EIFS OVER SUBSTRATE. REFER TO DESCRIBE ONLY THE SCOPE AND APPEARANCE OF SECTIONS FOR WIDTH AND PROFILE. c EXISTING DOOR. REFER TO DOOR SCHEDULE EXISTING FRAMED WALL. EXISTING WINDOW WITH SILL AND/OR STOOL 7 DEMO'D DOOR. oz `,�/ �� J �� *� DEMO'D WALL. �� °900/� W 1 WALL TYPE 12' WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT, SEE WALL TYPES THIS SHEET. IN THE EVENT OF QUESTIONS REGARDING THE REVIEWED SHOP DRAWINGS AND SUBMITTALS BY CONTRACT DOCUMENTS, SPECIFICATIONS, EXISTING OTHERS SHALL NOT BE CONSIDERED AS PART OF CONDITIONS OR DESIGN INTENT, THE CONTRACTOR THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL BE RESPONSIBLE FOR OBTAINING ASSUMES NO RESPONSIBILITY FOR DRAWINGS, CLARIFICATION FROM THE ARCHITECT PRIOR TO BID SCHEDULES, AND/OR SPECIFICATIONS FOR WORK SUBMITTAL AND PROCEEDING WITH ANY WORK ON THE PROJECT PREPARED BY OTHERS. IN QUESTION. THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, THESE CONTRACT DOCUMENTS ARE INTENDED TO SUBMITTALS AND SAMPLES FOR CONFORMITY WITH DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE CONTRACT DOCUMENTS AND RETURN THEM TO THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY OF ITS COMPONENTS. IT IS THE CONTRACTOR'S THE OWNER. RESPONSIBILITY TO INSURE THAT ALL WORK THE CONTRACTOR SHALL NOT REPRODUCE AND MARK COMPLETED AND MATERIALS INSTALLED BE IN FULL UP ANY PART OF THE CONTRACT DOCUMENTS FOR COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE SUBMITTAL AS A SHOP DRAWING. ANY SUCH CODES, REGULATIONS, AND ORDINANCES HAVING SUBMITTAL WILL BE REJECTED. JURISDICTIONAL AUTHORITY OVER THE PROJECT. a- U ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF TRADE. THEY ARE PERFORMANCE SPECIFICATIONS THE SCOPE OF THE PROJECT. THE TIME REQUIRED IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED FOR THIRD AND SUBSEQUENT REVIEWS OF A ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR STRICT CONFORMANCE TO THE MANUFACTURER'S TO THE ARCHITECT AT THE ARCHITECT'S STANDARD RECOMMENDED SPECIFICATIONS, EXCEPT IN THE BILLING RATES, PLUS REIMBURSABLE EXPENSES. CASE WHERE THE CONTRACT DOCUMENTS ARE MORE �y STRINGENT. ANY MISCELLANEOUS ITEMS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED VERIFICATION OF ANY EXISTING CONDITIONS AND ALL FOR PROPER INSTALLATION SHALL BE FURNISHED CRITICAL DIMENSIONS ASSOCIATED WITH THE AND INSTALLED BY THE CONTRACTOR. PROPOSED WOK`-". THE CONTRACTOR SHALL CONFIRM r 170 z^ THAT ALL WORK OUTLINED WITHIN THE CONTRACT ALL WORK SHALL BE WARRANTED SATISFACTORY, IN DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR MATERIALS AND WORKMANSHIP FOR A PERIOD OF TO BID OPENING. THE CONTRACTOR SHALL NOTIFY ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, WHICH MAY AFFECT BUILDING CODE COMPLIANCE, OR PRODUCT, WHICHEVER IS LONGER. ONLY LIFE SAFETY, ISSUANCE OF CERTIFICATE OF COMPETENT MECHANICS CAPABLE OF PRODUCING OCCUPANCY, OR COMPLETION OF THE PROJECT AS GOOD WORKMANSHIP CUSTOMARY TO THE TRADE DIRECTED IN THE CONTRACT DOCUMENTS. SHOULD BE USED. COMMENCING WORK BY A � 5 v y CONTRACTOR OR SUBCONTRACTOR CONSTITUTES NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK ACCEPTANCE OF THE CONDITIONS AND SURFACES OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK CONCERNED. IF ANY SUCH CONDITIONS ARE OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE OTHERWISE APPROVED BY THE OWNER FOR IWORK NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE ASSOCIATED WITH HIDDEN CONDITIONS WHIC14 ARE NOT PERFORMED UNTIL THE CONDITIONS ARE MADE ACCESSIBLE PRIOR TO CONSTRUCTION. ACCEPTABLE. REFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REQUIREMENTS AND DIRECTIONS. FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. ALL INTERIOR FINISHES SHALL COMPLY WITH THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE CHAPTER EIGHT (8) OF THE 2012 INTERNATIONAL FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS BUILDING CODE WITH INDIANA AMENDMENTS. AFFECTING THE PROJECT SCHEDULE AND SHALL, LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS UPON REQUEST FROM THE OWNER, SUBMIT ORDER AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG PROFESSIONAL ENGINEER LICENSED IN THE STATE LEAD ITEMS TO THE OWNER. WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL ALL CONTRACTOR OR SUPPLIER REQUESTS FOR AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE AND CALCULATIONS SUBMITTED FOR REVIEW. SUBMITTED, IN WRITING, ACCOMPANIED BY THE STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL ALTERNATIVE PRODUCT INFORMATION, TO THE LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. ARCHITECT, NO LATER THAT TEN (10) BUSINESS DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. SHALL ONLY BE CONSIDERED IF THEY DO NOT SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR METAL STUDS SHALL BE DESIGNED TO SUPPORT THE WARRANTY. UNDER NO CIRCUMSTANCES WILL THE LOADS SHOWN iN THE DESIGN DATA IN ADDITION TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT THE WEIGHT OF THE MATERIALS ATTACHED TO THE PROPOSED FOR SUBSTITUTION IS OR IS NOT OF METAL STUDS. METAL STUDS SHALL BE DESIGNED USING EQUAL QUALITY TO THE PRODUCT SPECIFIED. THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INTERNATIONAL BUILDING CODE, 2012 EDITION. NO SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. INCREASE IN ALLOWABLE STRESS IS ALLOWED. REFER TO PLANS, SECTIONS AND DETAILS FOR ALL DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED DIMENSIONAL INFORMATION. TO 3k OF THE STUD SPAN. FOR CANTILEVERS, THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE INSTALLATION OF ALL SELECTED MATERIALS WHICH CANTILEVER SHALL BE LIMITED TO 40 OF THE SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE CANTILEVER DIMENSION. FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. METAL STUD MANUFACTURER SHALL DETERMINE FINAL THE CONTRACTOR SHALL PRESERVE ALL PRINTED LAYOUT AND GAUGE OF STUDS TO MEET THE INSTRUCTIONS AND WARRANTY INFORMATION THAT IS ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE DELIVER SAID PRINTED MATTER TO THE OWNER AT THE GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR RELATIVE HUMIIDITY PROVIDE FASTENERS AND SHALL INSTRUCT THE OWNER IN THE PROPER USE ANCHORAGES WITH A HOT DIP ZINC COATING OF G90 OF THE EQUIPMENT FURNISHED BY THEIR TRADE. COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN PRIOR TO PUNCH LIST WALK THROUGH. CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. FOR REVIEW. ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED OTHERWISE. DRAWINGS INDEX SHEET ARCHITECTURAL ADA1.1 TYPICAL ADA CLEARANCES A1.1 FLOOR PLAN & ENLARGED TOILET PLAN A2.1 CEILING PLAN A6.1 DOOR/WINDOW INFORMATION AND FINISHES 146th STREET PROJ ECT D LOCATION a0 2 CC > N / KEY PLAN 1 1 � ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288. 0753 �g\5 E R C-3 om. q2 N o. • AR19600043 • STATE OF EXPIRES 12/31/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. p COPYRIGHT 2017 CURRAN ARCHITECTURE DREXEL INTERIORS TENANT BUILD -OUT 14570 RIVER ROAD CARMEL, INDIANA PERMIT SET 170213 01.05.2018 INDEX I '7 ,E_ ,A a, 1 v = W c Y _ GJ Oti a- U �_ C7 5 m w o E U. C L 5' a J _ J - �y T; r 170 z^ 2 G C �_ d `w J fi L, 5 J Z �, E.I o+ C m I .� p d ro L N w $ a Z V � 5 v y r�-' a, +� Cu Jz ~ ro�� ,= v� d E i= r J w= C Erol 7 Z w WvE �1Wt (� aaoalE�L Leo zO .,!D: S In N V N L N 20 0 E v a E. c r� - Z -r. W Vol xy M C L L8. ` C t'•1 35 > > a Ll 7 z ro U E� L`M' .60'o � o �.roa+N a d � of of a 1: �g\5 E R C-3 om. q2 N o. • AR19600043 • STATE OF EXPIRES 12/31/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. p COPYRIGHT 2017 CURRAN ARCHITECTURE DREXEL INTERIORS TENANT BUILD -OUT 14570 RIVER ROAD CARMEL, INDIANA PERMIT SET 170213 01.05.2018 INDEX DETAIL 3/4"=1'-0" NOTES: 1. TOP OF GRIPPING SURFACE 33" TO 36" MAX. SEE NOTES BELOW 2. 12" MINIMUM CLEAR ABOVE GRAB BAR 6" TO 12" MAX. 36" S.S. GRAB BAR 33" (EXCEPT ® TANK TOILETS, WHICH SHALL BE 36") DETAIL SIGN POST OBSTRUCTION ACCESSIBLE ROUTE WALK DETAIL O 0 -48" S.S. GRAB BAR 39" TO 41" 7" 1 9" VERTICAL S.S. GRAB BAR T.S. COVER DISPENSER SHALL BE MOUNTED 1 1/2" (MIN.) BELOW GRAB RAIL �r o =Z==❑ M 15" TO 48" A.F.F. FOR OPERABLE OEPNING W/O OBSTRUCTION FROM GRAB BAR CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA 01 DETAIL 10" MAX. 30" 1 30" 24" MAX I z l c EXAMPLE: DRINK MACHINE, ETC. 24" MAX I a DETAIL CONDIMENTS coo 1/2"= I'-0" 1/2"= 1 '-0" 6"= V-0" 10 1/4 = I'-0" 0- g v Lj �o� = N O w CL X C -D Q 8" 6" _ 17" GRAB BAR SHALL BE 1-1/4" TO 2" MAX., OUTSIDE DIA.- TYPICAL MIRROR MTD Q 40" A.F.F. MAX TO BOTTOM OF REFLECTING SURFACE Lay. INSULATE HOT WATER & DRAIN PIPES 14" MIN. PROJECTION FROM WALL URINAL 6" MAX. DEPTH x 30" MIN. WIDTH TOE CLEARANCE SWITCHES - 8" MIN. DEPTH x 30" MIN. THERMOSTAT WIDTH KNEE SPACE FIRE ALARM - 1/2" 2- 1/4"x3' EXPANSION ANCHORS AT— MASONRY OR CONC. WALL 2- #10x2" SCREWS AT WOOD OR STEEL STUD WALL-TYP. 1/8"x2" BENT PLATE WELDED TO RAIL AND 1/8"x3" DIAMETER MOUNTING PLATE ® 4'-0 2"x6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL DETAIL 05 ACCESSIBLE ROUTE 48" 19" 30" CLEAR CLEAR _ C) i I M U L NOTE: MAINTAIN 44" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS. DETAIL PROTRUDING OBJECT FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12' MAX FROM 27" TO 80" ABOVE FINISH FLOOR OBJECT PROJECTION FROM WALL BETWEEN 27" TO 80 ABOVE FINISH FLOOR SHA PROTRUDE NO MORE THAN ACCESSIBLE ROUTE OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT FLOOR SHALL BE SLIP -RESISTANT SURFACE A L VEL WITH MAX 1/4 CHANGE IN LEVEL U Q 1/2"= 1'-0" LL 5'-0" w -0" 3'-0" 6" a 0 " w O r7 < w J U J m � W _ C) i I M U L NOTE: MAINTAIN 44" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS. DETAIL PROTRUDING OBJECT FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12' MAX FROM 27" TO 80" ABOVE FINISH FLOOR OBJECT PROJECTION FROM WALL BETWEEN 27" TO 80 ABOVE FINISH FLOOR SHA PROTRUDE NO MORE THAN ACCESSIBLE ROUTE OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT FLOOR SHALL BE SLIP -RESISTANT SURFACE A L VEL WITH MAX 1/4 CHANGE IN LEVEL U Q 1/2"= 1'-0" LL 5'-0" 1 -0" 3'-0" 6" a 4" " z 4' 36" MIN. CLEAR 16" TO 18" MAX U 3 U z 3 0 00 z o � D Z OJ M _ _ 00 � O I M 000 - TOILET PAPER 3 3 DETAIL 0% 1/2"= 1'-0" DRYER PAPER TOWEL DISPENSER PULL STATION of CLEAR z FLOOR m SPACE o M L 48" MIN. DETAIL 03 3/4"=1'-0" DETAIL 04 3/4"= I'-0" INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA REQUIREMENTS. THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. 60" TURNING SPACE PERMITTED OVERLAP LIMITED TO 1 ARM OF T -SHAPED SPACE - CAN OVERLAP FIXTURE & DOOR CLEARANCE - DOOR CAN SWING INTO TURNING SPACE RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES 146th STREET PROJECT Q LOCATION O ad 4q I fil; 1 ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288 . 0753 1M11 T E R f ;,pp C-3 ' '9 N o. • AR19600043 • STATE OF ND I P's I EXPIRES 12/31/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. 0 COPYRIGHT 2017 CURRAN ARCHITECTURE DREXEL INTERIORS TENANT BUILD -OUT 14570 RIVER ROAD CARMEL, INDIANA ��.ii.�.■.��■.nom PERMIT SET 01.05.2018 170213 TYPICAL ADA INFORMATION 5'-0" 3'-0" 6" a N � 16" TO 18" MAX U 3 U z 3 VI z o � D Z OJ M _ _ 00 � O I M 000 v J w TOILET PAPER 3 3 C'4 a VERTICAL GRAB 4" MAX. BAR. SEE DTL 1 a _ 2'-8" _ u =QSo d Z_ o Z U awn �Qo - OQ�o W _ I a _I C) ``� ¢ DETAIL 02 1/2"= 1 1-0.1 of CLEAR z FLOOR m SPACE o M L 48" MIN. DETAIL 03 3/4"=1'-0" DETAIL 04 3/4"= I'-0" INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA REQUIREMENTS. THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. 60" TURNING SPACE PERMITTED OVERLAP LIMITED TO 1 ARM OF T -SHAPED SPACE - CAN OVERLAP FIXTURE & DOOR CLEARANCE - DOOR CAN SWING INTO TURNING SPACE RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES 146th STREET PROJECT Q LOCATION O ad 4q I fil; 1 ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288 . 0753 1M11 T E R f ;,pp C-3 ' '9 N o. • AR19600043 • STATE OF ND I P's I EXPIRES 12/31/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. 0 COPYRIGHT 2017 CURRAN ARCHITECTURE DREXEL INTERIORS TENANT BUILD -OUT 14570 RIVER ROAD CARMEL, INDIANA ��.ii.�.■.��■.nom PERMIT SET 01.05.2018 170213 TYPICAL ADA INFORMATION TOILET ACCESSORY LEGEND JUNCTION BOX. COORDINATE WITH TENANT ��aCa�liC�_��C•�\� ON WIRING REQUIREMENTS REPLACEMENT OF CEILING GRID AND/OR TILES IN ANY WALL MOUNTED DUPLEX OUTLET MOUNTING MARK SYMBOL BOBRICK # DESCRIPTION REMARKS HEIGHT TT1 b B_288g MULTI -ROLL TOILET MOUNT 36" FROM BACK WALL TO 20" A.F.F. TO CL OF WIRING AND TERMINATION BY TENANT'S VENDOR +42" DENOTES MOUNTING HEIGHT OF ITEM TISSUE DISPENSER. OUTSIDE EDGE OF DISPENSER. LOWEST ROLL DEVICE ON GROUND FAULT INTERRUPT CIRCUIT $ BRADLEY / 36" AND 42" GRAB BARS FOR 3 = 3 WAY SWITCH 34" AFF TO GB1 B-812 X 36 TOILET PROVIDE PEENED GRIP AND CONCEALED CENTERLINE DEMOLISHED ARE APPROXIMATE AND ARE INTENDED TO B-812 X 42 GIVE A GENERAL IDEA OF WORK TO BE REMOVED OR MOUNTING WITH SNAP FLANGE. WORK TO BE TEMPORARILY REMOVED IN ORDER TO INCLUDE 18" VERTICAL GRAB EXPIRES 12/31/19 40" AFF TO BOTTOM Of GB2 r B-812 x 18 BAR THIS DRAWING AND THE IDEAS, DESIGNS VERTICAL BAR mi AND CONCEPTS CONTAINED HEREIN ARE B-1658 MIRROR 1 B" X 30"H 40" AFF TO BOTTOM D OF CURRAN ARCHITECTURE, AND ARE NOT CONTRACTOR MUST COORDINATE WITH ARCHITECT ANY TO BE USED OR REPRODUCED, WHOLE OR 400 C -FOLD OR 525 DIFFERENCES BETWEEN FIELD VERIFIED CONDITIONS TD1 o B-3944 TOWEL DISPENSER / WASTE RECEPTACLE M.F. 54" AFF TO TOP 40" AFF TO SDI C!:) B-2112 SOAP DISPENSER 40 OZ CENTERLINE B-353 SANITARY NAPKIN DISPOSAL UNIT AT GWB LOCATIONS NDi o 1.2 GALLON CAPACITY 30" AFF TO TOP B-270 SURFACE MOUNT SANITARY NAPKIN DISPOSAL UNIT AT PARTITIONS A C I ENLARGED PLAN 3" VENT THRU ROOF 4LAV V 1/2"=I' -O" TIE INTO EXISTING �y�1/2" 1 1/2" RE -VENT SANITARY - WC INK r REF / � DISH REF WASHER 1 1/2" `�� TIE INTO EXISTING SANITARY PLUMBING WASTE ISOMETRIC 3 NOT TO SCALE KEYED NOTES 1. NEW 1 -HR DEMISING WALL. SEE WALL TYPE W4 ON INDEX SHEET. 2. NEW ALUMINUM INTERIOR STOREFRONT WINDOW AND DOOR SYSTEM. SEE STOREFRONT ELEVATIONS. 3. INFILL OPENING IN EXISTING ALUMINUM STOREFRONT WITH NEW STOREFRONT GLAZING PANEL. MATCH EXISTING. 4. 2X2 MOP SINK WITH LEVER HANDLE FAUCET. PROVIDE FRP AT WALLS UP TO 60" AFF. PROVIDE PAN W/ DRAIN INTO SINK. PROVIDE 10 GAL. ELECTRIC WATER HEATER ABOVE, SUPPORTED BY UNISTRUT & ALLTHREAD. 5. ALIGN NEW WALL CONSTRUCTION WITH ADJACENT EXISTING WALL. 6. NEW ALUMINUM STOREFRONT WINDOW. SEE WINDOW ELEVATIONS. 7. INFILL OPENING IN EXISTING STOREFRONT WITH NEW STOREFRONT GLASS PANEL AND DOOR SYSTEM. 8. FURR OUT AROUND COLUMN WITH 2" METAL STUDS AND ONE LAYER OF GYP BD INTERIOR SIDE. EXTENDS STUDS AND GYP BD TO MINIMUM 4" ABOVE CEILING IN AREAS WHERE THERE IS LAY -IN CEILING TILE AND GRID. 9. CENTER NEW WALL ON EXISTING MULLION. 10. PROVIDE F.R. BLOCKING IN WALL. COORDINATE WITH TENANT ON EXACT LOCATIONS. 11. 3-5/8" METAL STUD WALLS. TOP OF PARTITIONS TO BE 12'-0" AFF. SEE WALL TYPE W1A. 12. ADA COMPLIANT WALL MOUNTED SINK. TOP TO BE AT 34" AFF. SEE SHEET ADA1.1 FOR TYPICAL ADA CLEARANCES. PROVIDE SCALD GUARDS. 13. ADA COMPLIANT TOILET. TOP OF SEAT TO BE AT 19" AFF. SEE SHEET ADA1.1 FOR TYPICAL ADA CLEARANCES. 14. PROVIDE TILE UP TO 66" AFF ON ALL WALLS. 15. PROVIDE PLUMBING THIS AREA AS REQUIRED FOR KITCHEN DISPLAY. 16. PROVIDE POWER FOR LIGHTED MED CABINETS. 17. ELECTRICAL PANEL LOCATION. 18. DISPLAYS PROVIDED AND INSTALLED BY TENANT. 19. 4'X4'Xj" F.R. PLYWOOD ® 48" AFF FOR PHONE/SERVER. 20. PROVIDE POWER FOR UPPER CABINET LIGHTING. 21. PROVIDE POWER/DATA IN FLOOR THIS AREA. 22. 6" MTL STUD WALLS. SEE WALL TYPE W1A ON INDEX SHEET. 23. CENTER WALL ON COLUMN. 24. OUTLET CENTERED ON WIDTH OF OPENING, 12" ABOVE TOP OF OPENING. 25. PROVIDE POWER TO EXIST RTU'S WITH SHUT OFF ADJACENT TO UNIT. 2 ELEC LEGEND NOT ALL MAY APPLY 5Q'-')" TO (I (1F WAI I OFFICE FLOOR PLAN 1 1/4"= 1'-0" GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY OR FACE OF DRYWALL - UNLESS NOTED OTHERWISE. 3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUD CONNECTIONS WITH STRUCTURE ABOVE -TYPICAL. 4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLS FOR ANY WALL SUPPORTED ITEMS. 5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANY OPENINGS IN FIRE RATED ASSEMBLIES. C U R R A N 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL A R C H I T E C T U R E MATERIALS, FINISHES AND HARDWARE INFORMATION. 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK MASONRY 5719 LAWTON LOOP E. DR. #212 AND OTHER EXPANSION JOINT LOCATIONS. INDIANAPOLIS, IN 46216 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE O :: 317. 288. 0681 RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE F :: 317. 288.0753 COMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TO INSULATION (FHC 25/50) POWER AND LOW VOLTAGE WIRING, TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAIN LINES AND SUPPORTING BRACKETS AND/OR BLOCKING FOR CEILING HUNG ITEMS. 9. PRIOR TO ORDERING ANY PRODUCTS -CONTRACTOR SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALS TO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY MATERIALS ORDERED INCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BY THE ARCHITECT. 10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS, ELECTRICAL TRANSFORMERS. PANELS ETC. COORDINATE WITH UTILITY COMPANY AND CONTRACTORS -WHEN APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION. 11. ALL DOORS, UNLESS OTHERWISE NOTED, TO HAVE HINGE SIDE SET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME. 12. ALL EXIT DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OF THE ANSI 117.1 2009 GEN. DEMO NOTES 1. DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED. UNLESS NOTED OTHERWISE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS. 2. RELOCATED ITEMS SHALL BE CLEANED AND PLACED IN STORAGE, PER OWNERS DIRECTIONS UNTIL ITEMS ARE READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR REPLACED WITH NEW ITEM AS APPROVED BY OWNER AT NO EXPENSE TO OWNER. 3. DEMOLITION SHALL BE DONE WITH OUT DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. WHERE SUCH DAMAGE OCCURS PATCH, REPAIR, OR RESTORE WALLS, FLOORS, CEILINGS, ETC. TO MATCH EXISTING. PROVIDE SHORING, BRACING, OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DEMOLITION ITEMS WITH THE OTHER TRADES PRIOR TO THE START OF DEMO WORK. 5. REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND FINISHES MADE OBSOLETE BY, OR IN CONFLICT WITH NEW CONSTRUCTION- VERIFY WITH ARCH. REMOVE WIRING BACK TO SOURCE AT ALL OUTLETS ETC. MADE OBSOLETE BY WALL REMOVAL OR ANY OTHER NEW CONSTRUCTION. 6. WHERE EXISTING WALLS, BULKHEADS, OR FINISHES ARE REMOVED OR PARTIALLY DEMOLISHED, EACH TRADE SHALL BE RESPONSIBLE FOR PATCHING OR REFINISHING OF EXISTING CONSTRUCTION REQUIRED BY THAT TRADES WORK ON THIS PROJECT. THIS WORK MUST BE DONE IN A MANNER WHICH WILL ACCEPT NEW FINISHES. 7. JUNCTION BOX. COORDINATE WITH TENANT ��aCa�liC�_��C•�\� ON WIRING REQUIREMENTS REPLACEMENT OF CEILING GRID AND/OR TILES IN ANY WALL MOUNTED DUPLEX OUTLET Qqp FLOOR MOUNTED POWER/DATA SMI WALL MOUNTED QUAD OUTLET CEILING IS TO REMAIN. UNLESS OTHERWISE NOTED, WALL MOUNTED 220V OUTLET WALL MOUNTED DEDICATED DUPLEX OUTLET b DUPLEX BOX IN WALL WITH CONDUIT AND PULL DAMAGED IN THIS PROCESS. STRING ABOVE CEILING. VOICE/DATA WIRING AND TERMINATION BY TENANT'S VENDOR +42" DENOTES MOUNTING HEIGHT OF ITEM AT THE OWNER'S REQUEST SALVAGED ITEMS SHALL BE DIMENSION TO BOTTOM OF COVER PLATE U.O.N. GFI DEVICE ON GROUND FAULT INTERRUPT CIRCUIT $ WALL MOUNTED LIGHT SWITCH. DESIGNATED BY THE OWNER. 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH D = ELECTRONIC DIMMER DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE OC = OCCUPANCY SENSOR 5Q'-')" TO (I (1F WAI I OFFICE FLOOR PLAN 1 1/4"= 1'-0" GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY OR FACE OF DRYWALL - UNLESS NOTED OTHERWISE. 3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUD CONNECTIONS WITH STRUCTURE ABOVE -TYPICAL. 4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLS FOR ANY WALL SUPPORTED ITEMS. 5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANY OPENINGS IN FIRE RATED ASSEMBLIES. C U R R A N 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL A R C H I T E C T U R E MATERIALS, FINISHES AND HARDWARE INFORMATION. 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK MASONRY 5719 LAWTON LOOP E. DR. #212 AND OTHER EXPANSION JOINT LOCATIONS. INDIANAPOLIS, IN 46216 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE O :: 317. 288. 0681 RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE F :: 317. 288.0753 COMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TO INSULATION (FHC 25/50) POWER AND LOW VOLTAGE WIRING, TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAIN LINES AND SUPPORTING BRACKETS AND/OR BLOCKING FOR CEILING HUNG ITEMS. 9. PRIOR TO ORDERING ANY PRODUCTS -CONTRACTOR SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALS TO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY MATERIALS ORDERED INCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BY THE ARCHITECT. 10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS, ELECTRICAL TRANSFORMERS. PANELS ETC. COORDINATE WITH UTILITY COMPANY AND CONTRACTORS -WHEN APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION. 11. ALL DOORS, UNLESS OTHERWISE NOTED, TO HAVE HINGE SIDE SET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME. 12. ALL EXIT DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OF THE ANSI 117.1 2009 GEN. DEMO NOTES 1. DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED. UNLESS NOTED OTHERWISE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS. 2. RELOCATED ITEMS SHALL BE CLEANED AND PLACED IN STORAGE, PER OWNERS DIRECTIONS UNTIL ITEMS ARE READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR REPLACED WITH NEW ITEM AS APPROVED BY OWNER AT NO EXPENSE TO OWNER. 3. DEMOLITION SHALL BE DONE WITH OUT DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. WHERE SUCH DAMAGE OCCURS PATCH, REPAIR, OR RESTORE WALLS, FLOORS, CEILINGS, ETC. TO MATCH EXISTING. PROVIDE SHORING, BRACING, OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DEMOLITION ITEMS WITH THE OTHER TRADES PRIOR TO THE START OF DEMO WORK. 5. REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND FINISHES MADE OBSOLETE BY, OR IN CONFLICT WITH NEW CONSTRUCTION- VERIFY WITH ARCH. REMOVE WIRING BACK TO SOURCE AT ALL OUTLETS ETC. MADE OBSOLETE BY WALL REMOVAL OR ANY OTHER NEW CONSTRUCTION. 6. WHERE EXISTING WALLS, BULKHEADS, OR FINISHES ARE REMOVED OR PARTIALLY DEMOLISHED, EACH TRADE SHALL BE RESPONSIBLE FOR PATCHING OR REFINISHING OF EXISTING CONSTRUCTION REQUIRED BY THAT TRADES WORK ON THIS PROJECT. THIS WORK MUST BE DONE IN A MANNER WHICH WILL ACCEPT NEW FINISHES. 7. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL AND ��aCa�liC�_��C•�\� REPLACEMENT OF CEILING GRID AND/OR TILES IN ANY AREA WHERE THEY NEED ACCESS AND THE EXISTING SMI CEILING IS TO REMAIN. UNLESS OTHERWISE NOTED, `\�.��`N CONTRACTOR SHALL REPLACE ANY CEILING TILES OR GRID �` Q`:�•.,��STERf DAMAGED IN THIS PROCESS. No. 8. AT THE OWNER'S REQUEST SALVAGED ITEMS SHALL BE AR19600043 ` • TURNED OVER TO THE OWNER OR STORED IN AN AREA = _ DESIGNATED BY THE OWNER. STATE OF 9. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL IDEA OF WORK TO BE REMOVED OR WORK TO BE TEMPORARILY REMOVED IN ORDER TO COMPLETE NEW CONSTRUCTION. COORDINATE DEMOLITION EXPIRES 12/31/19 WORK WITH DESIGN INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE 10. CONTRACTOR MUST FIELD VERIFY ALL AREAS AND/OR THE EXCLUSIVE INTELLECTUAL PROPERTY WORK TO BE DEMOLISHED PRIOR TO BEGINNING WORK. OF CURRAN ARCHITECTURE, AND ARE NOT CONTRACTOR MUST COORDINATE WITH ARCHITECT ANY TO BE USED OR REPRODUCED, WHOLE OR DIFFERENCES BETWEEN FIELD VERIFIED CONDITIONS IN PART, WITHOUT THE WRITTEN AND/OR CONSTRUCTION, AND WHAT IS SHOWN ON CONSENT OF CURRAN ARCHITECTURE. 0 COPYRIGHT 2017 CURRAN ARCHITECTURE DEMOLITION DRAWINGS. 11. PRIOR TO BEGINNING DEMOLITION, DUST CONTROL BARRIERS SHALL BE CONSTRUCTED TO PREVENT THE SPREAD OF DUST INTO SURROUNDING AREAS. DREXEL INTERIORS 12. EXITING FROM STRUCTURE, IF REQUIRED TO PASS TENANT BUILD -OUT THROUGH DEMOLITION AREA(S), SHALL HAVE APPROVED BARRIERS ETC., TO INSURE SAFETY OF PUBLIC. 13. WHEN APPLICABLE, REFER TO STRUCTURAL, MECHANICAL, 14570 RIVER ROAD ELECTRICAL AND PLUMBING DEMO DRAWINGS FOR CARMEL, INDIANA ADDITIONAL DEMOLITION REQUIREMENTS AND INFO. 14. REMOVE AND REINSTALL ALL EQUIPMENT OR CONSTRUCTION ON WALLS REQUIRING NEW FINISHES. 15. REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH. REFINISH ENTIRE ASSEMBLIES. CONTINUOUS SURFACES WILL BE TAKEN TO THE NEAREST INTERSECTION. 16. REMOVE ALL DIRT, DUST, DEBRIS ETC. DAILY. DO NOT ALLOW REFUSE TO BLOCK CORRIDORS, STAIRS, OR ANY OTHER TRAFFIC AREA. 17. ALL ABANDONED PLUMBING LINES TO BE CAPPED OFF AND TERMINATED BELOW FINISH FLOOR. DEMO NOTES D.1 REMOVE EXISTING EXTERIOR STOREFRONT DOOR COMPLETE. PREP TO RECEIVE NEW GLASS PANEL. 146th STREET PROJECT Q LOCATION O N / Q_,) KEY PLAN PERMIT SET 170213 01.05.2018 FLOOR PLAN & TOILET INFORMATION Al I 1 3 2 •'7 K' I I I I I 1 I I 2K Ll I � SAL Ll 1 � LOA go F L _ zs \ I \ j 5 3 O 102 CLOSIN I 4 0 IL ROOM WOMEN O O O 10 STO GE JOFFI E O 7i Z 107 O O O 0 106\ 4 HALL 7�L 2:��;�� 0 iv� 13 4 6 2 2 2 CEILING PLAN 1/4"= I'-0" 0 KEYED NOTES 1. EXPOSED CEILING THIS AREA. 2. NEW LAY -IN CEILING TILE AND GRID. BOTTOM 0 12'-6" AFF. 3. EXISTING RTU. 4. NEW LAY -IN CEILING TILE AND GRID. BOTTOM 0 8'-6" AFF. 5. MTL. STUD AND GYP BD. BULKHEAD W/ BOTTOM 0 8' -0 - AFF. 6. PROVIDE BUILDING STANDARD EXTERIOR EMERGENCY EXIT LIGHT IF NOT EXISTING. CEILING LEGEND NOT ALL MAY APPLY co JUNCTION BOX. COORDINATE WITH TENANT ON WIRING REQUIREMENTS 2X4 FLUORESCENT LIGHT FIXTURE WITH ACRYLIC LENS. (2) 32WT8 LAMPS, 73 WATTS TOTAL DENOTES LIGHT FIXTURE WIRED TO 24 HOUR CIRCUIT ("NIGHT LIGHT") 0 18W FLUORESCENT CAN LIGHT WITH WHITE TRIM RING AND CLEAR ALZAK REFLECTOR PENDANT FIXTURE. TO BE SELECTED. 2 -JL -2 TRACK LIGHTING ® CEILING MOUNTED SMOKE DETECTOR. TO THERMOSTAT $ WALL MOUNTED LIGHT OR OTHER SWITCH. 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH i D = ELECTRONIC DIMMER WALL MOUNTED EMERGENCY LIGHT W/ 90 MIN. BACKUP. EQUAL TO NAVILITE N 1 WH WITH (2) 5.4 WATT LAMPS, 11 WATTS TOTAL. WALL MOUNTED EXIT LIGHT W/ 90 MIN. BACKUP. ® EQUAL TO NAVILITE NXP3GWH. 2.7 WATT TOTAL LED LAMPS. WALL MOUNTED COMBO EMERGENCY LIGHT AND EXIT LIGHT W/ 90 MIN. BACKUP. EQUAL TO ICY NAVILITE NXPC3GWH. 4.2 WATTS TOTAL STANDBY. NEW CEILING GRID/TILE TO BE INSTALLED 'b HVAC LEGEND i ® DIFFUSER - SUPPLY DIFFUSER - RETURN EXHAUST FAN 2 I• NOTE: SUPPLY, RETURN AND SPRINKLER LOCATIONS (IF SHOWN) SHOWN ON PLANS FOR REFERENCE ONLY. CONTRACTOR IS TO PROVIDE NEW LAYOUT UNDER DESIGN -BUILD CONTRACT 146th STREET PROJECT LOCATION KEY PLAN )will I I mi ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 0 :: 317. 288. 0681 F :: 317. 288 . 0753 ' \ST•ERE No. • AR19600043 • STATE OF m I A N p I _000 EXPIRES 12/31/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. O COPYRIGHT 2017 CURRAN ARCHITECTURE DREXEL INTERIORS TENANT BUILD -OUT 14570 RIVER ROAD CARMEL, INDIANA PERMIT SET 01.05.2018 170213 CEILING PLAN A2. ROOMFINISH SCHEDULE MARK ROOM NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CABINETS/ COUNTERTOPS CEILING MAT./ HEIGHT KEYED REMARKS MARK 100 VESTIBULE -- --ACT-1/ P-1 P-1 P-1 P-1 --/-- 12'-6 -- 100 101 SHOWROOM/SALES -- -- P-1 P-1 P-1 P-1 SEE PLAN EXPOSED/ VINYL COMPOSITION TILE 101 102 CLOSING ROOM -- -- P-1 P-1 P-1 P-1 _ _ _ -/ ACT -l/ -- 10212'-6" 103 OFFICE -- -- P-1 P-1 P-1 P-1 --/-- ACT -1/ 12'-6" LUXURY VINYL TILE 103 104 OFFICE -- --ACT-1/ P-1 P-1 P-1 P-1 --/--. 12,-6" -- 104 105 STORAGE -- --ACT-1/ P-1 P-1 P-1 P-1 '-/-- 12'-6" RUBBER BASE 105 106 HALL -- -- P-1 P-1 P-1 P-1 --/--• ACT -1/ 8T_6" SCWD 106 107 MEN -- --ACT-1/ P-1 P-1 P-1 P-1 --/-- 8'-6" EXIST 107 108 WOMEN -- --ACT-1/ P-1 P-1 P-1 P-1 --/--. 8'-6" F 108 SCWD P-1 PAINT -- -- -- -- -- 2,3 P-2 PAINT -- ROOM FINISH SCHEDULE INDEX DOOR MARK MATERIAL MANUFACTURER COLOR PATTERN/TEXTURE/MODEL NUMBER REMARKS FINISH CPT -1 CARPET -- -- -- -- -- EXIST CPT-2 CARPET -- -- -- -- -- EXIST CT CERAMIC TILE (FLOOR) -- -- -- '- -- SF1 VCT -1 VINYL COMPOSITION TILE -- -- -- -- -- OSC 3-6X 7-0 SEALED CONCRETE -- -- -- -- -- OPCS 5 POLISHED CONCRETE -- 102 -- -- SCWD J ■ ■ ■•� LVT-1 LUXURY VINYL TILE -- -- -- '- -- 102 RUBBER RUBBER TILE -- -- -- -- - HM PAINT -- 2 2 103 104 F 3-0 X7-0 VB -1 RUBBER BASE -- -- -- -- -- 2 2 104 105 F 3-0 X 7-0 SCWD PRE -FIN QCT F1 CERAMIC TILE -- -- -- -- 105 106 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST VERIFY PANIC HARDWARE IS IN WORKING ORDER. 106 107 F 3m-0 X 7-0 SCWD P-1 PAINT -- -- -- -- -- 2,3 P-2 PAINT -- -- -- -- -- F1 P-3 PAINT -- -- -- -- -- FRP FIBERGLASS REINFORCED PLASTIC -- J J PLY 1/2" PLYWOOD -- -- QCT CERAMIC TILE (WALL) -- -- -- -- -- ACT-1 ACOUSTICAL CEILING TILE -- -- -- -- -- EXP STRUCT EXPOSED STRUCTURE -- -- -- -- -- Z GYP GYP BOARD CEILING AND/OR BULKHEAD -- PL -1 PLASTIC LAMINATE W PL -2 PLASTIC LAMINATE -- -- -- PL -3 PLASTIC LAMINATE -- -- QO V SS -1 SOLID SURFACE -- -- -- -- -- -- -- SCHEDULE MARK TYPE SIZE MATERIAL FINISH RATING FRAME MATERIAL FINISH RATING HARDWARE REMARKS MARK 100A EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 100A 100B FG 3-0 X 7-0 ALUM CLR. ANDD. -- SF1 ALUM CLR. ANDD. -- 1 -- 100B 101 FG 3-6X 7-0 ALUM MATCH EXIST -- SEE PLAN ALUM MATCH C 5 1 101 102 F 3-0 X 7-0 SCWD PRE -FIN -- F2 HM PAINT -- 4 2 102 103 F 3-0 X 7-0 SCWD PRE -FIN -- F1 HM PAINT -- 2 2 103 104 F 3-0 X7-0 SCWD PRE -FIN -- F1 HM PAINT -- 2 2 104 105 F 3-0 X 7-0 SCWD PRE -FIN -- F1 HM PAINT -- 2 2 105 106 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST VERIFY PANIC HARDWARE IS IN WORKING ORDER. 106 107 F 3m-0 X 7-0 SCWD PRE -FIN -- F1 HM PAINT -- 3 2,3 107 108 F 3-0 X 7-0 SCWD PRE -FIN -- F1 HM PAINT -- 3 2,3 108 DOOR FRAMES TO MATCH WALL BASE SEE FINISH SCHEDULE FOR DOOR FINISH HARDWARE SET I HARDWARE SET 2 1 CONTINUOUS HINGES 3 HINGES 1 PUSH/PULL 1 OFFICE LOCKSET 1 PERIMETER SEAL 3 MUTES 1 CLOSERS 1 WALL STOP FINISH: US26D HARDWARE HARDWARE SET 3 HARDWARE SET 4 HARDWARE SET 5 3 HINGES 3 HINGES 1 CONTINUOUS HINGES 1 PRIVACY SET 1 PASSAGE LOCKSET 1 KEYED EXIT DEVICE 3 MUTES 3 MUTES 1 PERIMETER SEAL 1 WALL STOP 1 WALL STOP 1 SWEEPS 1 CLOSER 1 ADA THRESHOLD FINISH: US26D FINISH: US26D 1 CLOSER DOOR FRAMES & ELEVATIONS SEE DOOR SEE DOOR SCH� EDULE I SCHI EDULE� TOP OF VESTIBULE TYPE F TYPE FG TYPE FI 12'-8" 4'-6" 3'-0" 4'-6" 12'-10" S-0" „ 6'-2" _ 3'-0.. REMARKS 1. MATCH EXISTING SHELL BUILDING DOORS. 2. COORDINATE WITH TENANT ON DOOR FINISH. 3. PROVIDE ADA COMPLIANT TOILET ROOM SIGNAGE. GENERAL NOTE: PROVIDE TACTILE EXIT SIGNS AT ALL EXITS. 00 I O° S-0„ 3'-0„ 1 cllj O O O N ALUMINUM STOREFRONT W W - J O o _ o I = I 0o a o~' o cD 1 U U N N O OQ O m O 0 I _o w ;.� w Ln cn N NF2 N F3 SFI INTERIOR GLAZING ELEVATIONS 3'-4" 3'-0" 'gli I Fl Iati L A R C H I T E C T U R E 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288 . 0753 IO, f o ..9 No. • AR19600043 • STATE OF w�� EXPIRES 12/31/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. Q COPYRIGHT 2017 CURRAN ARCHITECTURE DREXEL INTERIORS TENANT BUILD -OUT 14570 RIVER ROAD CARMEL, INDIANA PERMIT SET 01.05.2018 146th STREET PROJECT Q LOCATION O ce cc 170213 a DOOR SCHEDULE & FINISH INFORMATION N ry A6 '�D KEY PLAN •