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HomeMy WebLinkAbout17070118 Building PlansREFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR ADDITIONAL REQUIREMENTS AND DIRECTIONS. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER EIGHT (8) OF THE 2012 INTERNATIONAL BUILDING CODE WITH INDIANA AMENDMENTS. LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS AND CALCULATIONS SUBMITTED FOR REVIEW. STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. METAL STUDS SHALL BE DESIGNED TO SUPPORT THE LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO THE WEIGHT OF THE MATERIALS ATTACHED TO THE METAL STUDS. METAL STUDS SHALL BE DESIGNED USING THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. NO INCREASE IN ALLOWABLE STRESS IS ALLOWED. DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED TO 3k OF THE STUD SPAN. FOR CANTILEVERS, THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE CANTILEVER SHALL BE LIMITED TO 1k OF THE CANTILEVER DIMENSION. METAL STUD MANUFACTURER SHALL DETERMINE FINAL LAYOUT AND GAUGE OF STUDS TO MEET THE ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH RELATIVE HUMIIDITY PROVIDE FASTENERS AND ANCHORAGES WITH A HOT DIP ZINC COATING OF G90 COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED OTHERWISE. SCOPE NOTES IN THE EVENT OF QUESTIONS REGARDING THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWED SHOP DRAWINGS AND SUBMITTALS BY CONTRACT DOCUMENTS, SPECIFICATIONS, EXISTING FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF OTHERS SHALL NOT BE CONSIDERED AS PART OF CONDITIONS OR DESIGN INTENT, THE CONTRACTOR WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL BE RESPONSIBLE FOR OBTAINING THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS, CLARIFICATION FROM TH ARCHITECT PRIOR TO BID FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS SCHEDULES, AND/OR SPECIFICATIONS FOR WORK SUBMITTAL AND PROCEE ING WITH ANY WORK AFFECTING THE PROJECT SCHEDULE AND SHALL, THE PROJECT PREPARED BY OTHERS. IN QUESTION. UPON REQUEST FROM THE OWNER, SUBMIT ORDER — — — — — — OPPOSITE HAND CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG HE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, THESE CONTRACT DOCUMENTS ARE INTENDED TO LEAD ITEMS TO THE OWNER, SUBMITTALS AND SAMPLES FOR CONFORMITY WITH DESCRIBE ONLY THE SCOPE AND APPEARANCE OF ALL CONTRACTOR OR SUPPLIER REQUESTS FOR THE CONTRACT DOCUMENTS AND RETURN THEM TO THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF SUBMITTEDIN WRITING, ACCOMPANIED BY THE , THE OWNER. OF ITS COMPONENTS. IT IS THE CONTRACTOR'S ALTERNATIVE PRODUCT INFORMATION, TO THE PLYWOOD RESPONSIBILITY TO INSURE THAT ALL WORK ARCHITECT, NO LATER THAT TEN (10) BUSINESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK COMPLETED AND MATERIALS INSTALLED BE IN FULL DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS UP ANY PART OF THE CONTRACT DOCUMENTS FOR COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE SHALL ONLY BE CONSIDERED IF THEY DO NOT SUBMITTAL AS A SHOP DRAWING. ANY SUCH CODES, REGULATIONS, AND ORDINANCES HAVING SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR SUBMITTAL WILL BE REJECTED. JURISDICTIONAL AUTHORITY OVER THE PROJECT. WARRANTY. UNDER NO CIRCUMSTANCES WILL THE NY SUBMITTAL REQUIRED TO BE REVIEWED MORE CN GRAB BAR OWNER BE REQUIRED TO PROVE THAT A PRODUCT THE INITIAL REVIEW AND ONE (1) ADDITIONAL THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO PROPOSED FOR SUBSTITUTION IS OR IS NOT OF REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS EQUAL QUALITY TO THE PRODUCT SPECIFIED, THE SCOPE OF THE PROJECT. THE TIME REQUIRED TRADE. THEY ARE PERFORMANCE SPECIFICATIONS CONTROL JOINT FOR THIRD AND SUBSEQUENT REVIEWS OF A IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. TO THE ARCHITECT AT THE ARCHITECT'S STANDARD STRICT CONFORMANCE0 THE MANUFACTURER'S REFER TO PLANS, SECTIONS AND DETAILS FOR ALL BILLING RATES, PLUS REIMBURSABLE EXPENSES. RECOMMENDED SPECIFICATIONS, EXCEPT IN THE DIMENSIONAL INFORMATION. HM CASE WHERE THE CONTRACT DOCUMENTS ARE MORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRINGENT. ANY MISCELLANEOUS ITEMS OR INSTALLATION OF ALL SELECTED MATERIALS WHICH VERIFICATION OF ANY EXISTING CONDITIONS AND ALL MATERIALS NOT SPECIE! ALLY NOTED, BUT REQUIRED SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE CRITICAL DIMENSIONS ASSOCIATED WITH THE FOR PROPER INSTALLATION SHALL BE FURNISHED FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. (PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM AND INSTALLED BY THE CONTRACTOR. REOD THAT ALL WORK OUTLINED WITHIN THE CONTRACT ALL WORK SHALL BE WARRANTED SATISFACTORY, IN THE CONTRACTOR SHALL PRESERVE ALL PRINTED DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR MATERIALS AND WORKMANSHIP FOR A PERIOD OF INSTRUCTIONS AND WARRANTY INFORMATION THAT IS TO BID OPENING. THE CONTRACTOR SHALL NOTIFY ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, DELIVER SAID PRINTED MATTER TO THE OWNER AT THE WHICH MAY AFFECT BUILDING CODE COMPLIANCE, OR PRODUCT, WHICHEVER IS LONGER. ONLY TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR LIFE SAFETY, ISSUANCE OF CERTIFICATE OF COMPETENT MECHANICS CAPABLE OF PRODUCING SHALL INSTRUCT THE OWNER IN THE PROPER USE OCCUPANCY, OR COMPLETION OF THE PROJECT AS GOOD WORKMANSHIP CUSTOMARY TO THE TRADE OF THE EQUIPMENT FURNISHED BY THEIR TRADE. DIRECTED IN THE CONTRACT DOCUMENTS. SHOULD BE USED. COMMENCING WORK BY A GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK CONTRACTOR OR SUBCONTRACTOR CONSTITUTES CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK ACCEPTANCE OF THE CONDITIONS AND SURFACES PRIOR TO PUNCH LIST WALK THROUGH. IOF VERIFICATION BY THE CONTRACTOR, EXCEPT AS CONCERNED. IF ANY SUCH CONDITIONS ARE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF OTHERWISE APPROVED BY THE OWNER FOR WORK ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ACCESSIBLE PRIOR TO CONSTRUCTION. NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT SIDE. EXTEND STUDS AND PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. FOR REVIEW. SPECS REFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR ADDITIONAL REQUIREMENTS AND DIRECTIONS. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER EIGHT (8) OF THE 2012 INTERNATIONAL BUILDING CODE WITH INDIANA AMENDMENTS. LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS AND CALCULATIONS SUBMITTED FOR REVIEW. STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. METAL STUDS SHALL BE DESIGNED TO SUPPORT THE LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO THE WEIGHT OF THE MATERIALS ATTACHED TO THE METAL STUDS. METAL STUDS SHALL BE DESIGNED USING THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. NO INCREASE IN ALLOWABLE STRESS IS ALLOWED. DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED TO 3k OF THE STUD SPAN. FOR CANTILEVERS, THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE CANTILEVER SHALL BE LIMITED TO 1k OF THE CANTILEVER DIMENSION. METAL STUD MANUFACTURER SHALL DETERMINE FINAL LAYOUT AND GAUGE OF STUDS TO MEET THE ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH RELATIVE HUMIIDITY PROVIDE FASTENERS AND ANCHORAGES WITH A HOT DIP ZINC COATING OF G90 COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED OTHERWISE. TYPE WS TYPE WSA (PROVIDE TWO HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U411 OR EQUAL) TYPE W4 TYPE W4A (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U465 OR EQUAL) TYPE W3 TYPE W3A TYPE W2 TYPE W2A TYPE W I TYPE WIA 9-111. rI-vvn 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 ALL STUD WALLS CREATING A CONCEALED TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS -ABOVE CEILING WALL SPACE TO HAVE FIREBLOCKING AT STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING INTERVALS NOT EXCEEDING 10'-0" PER OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO 718.2.2 IBC 2012 BEGINNING CONSTRUCTION. WALL TYPES NOT TO SCALE ABBREVIATIONS AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OD OUTSIDE DIAMETER ACT ACOUSTICAL CEILING TILE UNDERSIDE FINISH OPNG OPENING APP APPROXIMATE FLR FLOOR OPP OF ROOF DECK ARCH ARCHITECT FT FEET — — — — — — OPPOSITE HAND — — — — — — ACOUSTICAL WALL TREATMENT —.O. STRUCTURE — — — — — — — — — N4' FLOOR DRAIN OTO OUT TO OUT BLKG BLOCKING FE FIRE EXTINGUISHER PLAS LAM PLASTIC LAMINATE -O"' 3 J" MTL STUDS AT 3 J" MTL STUDS AT 4'-0" BOTTOM OF FEC FIRE EXTINGUISHER CABINET PLWD PLYWOOD BOT BOTTOM O.C. MAXIMUM SPACING. O.C. MAXIMUM SPACING. PS PROJECTION SCREEN c a o ' 15, GA GAUGE L '� T U I v AN EXTEND TO UNDERSIDE OF EXTEND TO UNDERSIDE OF CABINET GB GRAB BAR QT QUARRY TILE CAR CARPET GWB STRUCTURE ABOVE. STAGGER STRUCTURE ABOVE. STAGGER R RISER CJ CONTROL JOINT wo RA RETURN AIR SUPPORTING STUDS. SUPPORTING STUDS. — — — - - HDWR HARDWARE RB — — — — — — CMU — — — — — — HM — — — — — — — CEILING LINE REF REFERENCE COL COLUMN HORIZ HORIZONTAL REFR REFRIGERATOR SEE REFLECTED CEILING CONCRETE HVAC HEATING, VENTILATING, AIR COND. REOD REQUIRED CONST CONSTRUCTION HW PLAN FOR HEIGHT. RO ROUGH OPENING CONT CONTINUOUS 6" MTL STUDS @ 16" O.C. WITH 2 LAYERS OF J" L N n 6" MTL STUDS @ 16" O.C.IXr—l" WITH ONE LAYER OF J" MTL STUDS @ 16" O.C. 6" MTL STUDS @ 16" O.C. 3" MTL STUDS @ 16" O.C. WITH ONE LAYER OF J" WITH ONE LAYER OF J" WITH ONE LAYER OF J" CERAMIC TILE JST JOIST SA SUPPLY AIR CW COLD WATER JT GYPSUM BOARD @ EACH GYPSUM BOARD @ EACH GYPSUM BOARD @ EACH SCHED SCHEDULE DET DETAIL GYPSUM BOARD @ EACH KITCHEN GYPSUM BOARD @ EACH SECTION DF DRINKING FOUNTAIN LAM LAMINATE SIM SIDE. EXTEND STUDS AND DIM SIDE. EXTEND STUDS AND LAV SIDE. EXTEND STUDS TO SIDE. EXTEND GYP BD TO SIDE. EXTEND GYP BD TO SPECS SPECIFICATIONS DRWGS DRAWINGS GYP BD. TO UNDERSIDE OF LONG LEG HORIZONTAL GYP BD. TO UNDERSIDE OF SQUARE FOOT UNDERSIDE OF ROOF DECK MIN OF 4" ABOVE MIN OF 4" ABOVE co ri LLV LONG LEG VERTICAL SA ROOF DECK AND SEAL EA ROOF DECK AND SEAL o o �„ R AND GYP BD TO MIN OF 4" ADJACENT CEILING LINE. ADJACENT CEILING LINE. SS STAINLESS STEEL EC EXPOSED CEILING BETWEEN GYP BD AND MASONRY BETWEEN GYP BD AND STANDARD ABOVE ADJACENT CEILING EXPANSION JOINT MAX MAXIMUM STL DECK FOR FIRE RATED EIFS DECK FOR FIRE RATED MB LINE. SUSP SUSPENDED EL ELEVATION ASSEMBLY. MECHANICAL ASSEMBLY. EL ELEVATION MEZZ MEZZANINE TB PROVIDE SOUND BATTS ENG PROVIDE SOUND BATTS MFR PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS TEL TELEPHONE EXIST EXISTING INSULATION TO MATCH WALL MINIMUM INSULATION TO MATCH WALL TOP OF INSULATION TO MATCH WALL INSULATION TO MATCH WALL INSULATION TO MATCH WALL EXPANSION M.O. MASONRY OPENING TV WIDTH AT WALL TYPE W5A EXT WIDTH AT WALL TYPE W4A WIDTH AT WALL TYPE W3A WIDTH AT WALL TYPE W2A WIDTH AT WALL TYPE W1A TYP TYPICAL ONLY. ONLY. ONLY. ONLY. ONLY. TYPE WS TYPE WSA (PROVIDE TWO HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U411 OR EQUAL) TYPE W4 TYPE W4A (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U465 OR EQUAL) TYPE W3 TYPE W3A TYPE W2 TYPE W2A TYPE W I TYPE WIA 9-111. rI-vvn 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 ALL STUD WALLS CREATING A CONCEALED TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS -ABOVE CEILING WALL SPACE TO HAVE FIREBLOCKING AT STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING INTERVALS NOT EXCEEDING 10'-0" PER OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO 718.2.2 IBC 2012 BEGINNING CONSTRUCTION. WALL TYPES NOT TO SCALE ABBREVIATIONS AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OD OUTSIDE DIAMETER ACT ACOUSTICAL CEILING TILE FIN FINISH OPNG OPENING APP APPROXIMATE FLR FLOOR OPP OPPOSITE ARCH ARCHITECT FT FEET OH OPPOSITE HAND AWT ACOUSTICAL WALL TREATMENT FD FLOOR DRAIN OTO OUT TO OUT BLKG BLOCKING FE FIRE EXTINGUISHER PLAS LAM PLASTIC LAMINATE B.O. BOTTOM OF FEC FIRE EXTINGUISHER CABINET PLWD PLYWOOD BOT BOTTOM PS PROJECTION SCREEN c a o ' 15, GA GAUGE L '� T U I v AN CAB CABINET GB GRAB BAR QT QUARRY TILE CAR CARPET GWB GYPSUM WALLBOARD R RISER CJ CONTROL JOINT wo RA RETURN AIR CL CENTER LINE HDWR HARDWARE RB RESILIENT BASE CMU CONCRETE MASONRY UNIT HM HOLLOW METAL REF REFERENCE COL COLUMN HORIZ HORIZONTAL REFR REFRIGERATOR CONIC CONCRETE HVAC HEATING, VENTILATING, AIR COND. REOD REQUIRED CONST CONSTRUCTION HW HOT WATER RO ROUGH OPENING CONT CONTINUOUS o w r °w L N n CT CERAMIC TILE JST JOIST SA SUPPLY AIR CW COLD WATER JT JOINT SCHED SCHEDULE DET DETAIL KIT KITCHEN SEC SECTION DF DRINKING FOUNTAIN LAM LAMINATE SIM SIMILAR DIM DIMENSION LAV LAVATORY SPECS SPECIFICATIONS DRWGS DRAWINGS LLH LONG LEG HORIZONTAL SF SQUARE FOOT NN w O 'O co ri LLV LONG LEG VERTICAL SA SUPPLY AIR EA EACH o o �„ R rn� SS STAINLESS STEEL EC EXPOSED CEILING MAS MASONRY STD STANDARD EJ EXPANSION JOINT MAX MAXIMUM STL STEEL EIFS EXTERIOR INSU. FINISH SYSTEM MB MARKER BOARD SUSP SUSPENDED EL ELEVATION MECH MECHANICAL EL ELEVATION MEZZ MEZZANINE TB TACK BOARD ENG ENGINEER MFR MANUFACTURER TEL TELEPHONE EXIST EXISTING MIN MINIMUM T.O. TOP OF EXP EXPANSION M.O. MASONRY OPENING TV TELEVISION EXT EXTERIOR TYP TYPICAL 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): B OCCUPANCY (TENANT SPACE) WITH CLASSIFICATION (302.1): B ACCESSORY USES (508.2.1): N/A NON -SEPARATED USES (508.3.2): N/A SEPARATED USES (508.3.3): N/A CONSTRUCTION WATER HEATER CLASSIFICATION (602): VB AUTOMATIC SPRINKLER SYSTEM SPRINKLER SYSTEM REQUIRED (903): NO SPRINKLER SYSTEM PROVIDED: YES (PARTIAL) ALLOWABLE BUILDING HEIGHT TABULAR HEIGHT (503): 2 FLOORS/40' ALLOWABLE BUILDING AREA TABULAR AREA (503): 9000 SF BUILDING AREA INCREASE INCREASE FOR SPRINKLERED BUILDING (506.3): UNLIMITED AREA (507): FRONTAGE INCREASE (506.2): If = (8.17.7/818.7-.25)x30/30 TOTAL ALLOWABLE AREA WITH INCREASES: Ao = 9000 + (9000 x .75) + (9000 x 0) Ao = 15,750 ACTUAL BUILDING HEIGHT AND AREA BUILDING AREA: BUILDING HEIGHT (FEET/# FLOORS): TENANT SPACE: N/A N/A .75 15,750 15,634 SF 20' 2,735 SF LION UNLESS OTHERWISE NOTED UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VT VINYL TILE W/ WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WH WATER HEATER WP WORKING POINT TABULAR OCCUPANT LOAD (1004.1.2) OCCUPANT LOAD FACTOR: SQUARE FOOTAGE/OCCUPANT LOAD FACTOR TOTAL CALCULATED OCCUPANTS: ACTUAL OCCUPANT LOAD (1004.1.2) ACTUAL NUMBER OF OCCUPANTS: (5 EMPLOYEES AND 6 CUSTOMERS) FIRE RESISTIVE REQUIREMENTS (601 AND 602) CONSTRUCTION TYPE: STRUCTURAL FRAME: EXTERIOR BEARING WALLS: INTERIOR BEARING WALLS: EXTERIOR NON-BEARING WALLS: INTERIOR NON-BEARING WALLS: FLOOR CONSTRUCTION: ROOF CONSTRUCTION: SHAFTS: 1 / 100 2735/100 28 VB NON -RATED N/A N/A N/A NON -RATED NON -RATED NON -RATED N/A FIRE RESISTANCE RATED CONSTRUCTION (704, 601, 602) RATED EXTERIOR WALLS: N/A FIRE SEPARATION DISTANCE: N/A UNPROTECTED OPENING AREA: N/A INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803) SEE FINISH SCHEDULE FOR MATERIALS ALL MATERIALS ARE CLASS A RATED FIRE PROTECTION SYSTEMS STANDPIPE SYSTEM (905): EXIST PORTABLE FIRE EXTINGUISHERS (906.1): SEE PLAN FIRE ALARM AND DETECTION SYSTEMS (907): N/A SMOKE CONTROL SYSTEMS (909): N/A SMOKE AND HEAT VENTS (910): N/A EGRESS MINIMUM WIDTH FACTOR (1005.1): .2 REQUIRED MINIMUM WIDTH FROM SPACE (1005.1): 7.6" MINIMUM NUMBER OF EXITS (1015): 1 ACTUAL NUMBER OF EXITS: 2 ACTUAL WIDTH OF EXITS: 72" ALLOWABLE TRAVEL DISTANCE (1016.2): 300' CORRIDOR CONSTRUCTION (1018.1): NON -RATED MINIMUM CORRIDOR WIDTH (1018.2): 44" MAXIMUM DEAD END CORRIDOR (1018.4): N/A SYMBOLS (NOT ALL MAY APPLY) ®KEYED NOTE REFER TO SHEET WHERE SHOWN. WINDOW OR GLAZED OPENING TAG. SEE SCHED, OX IF WINDOW - W?, IF STOREFRONT - SF?, IF CURTAINWALL - CW? ID ACCESSORY TAG. SEE ENLARGED TOILET PLANS. - BUILDING SECTION CUT. XXXX -ELEVATION TAG - INTERIOR OR EXTERIOR. XXXX X/XXX SECTION CUT AT AREAS SHOWN SMALL SCALE v X/XXX ENLARGED PLAN. X� XXXX ELEVATION TARGET. I-FXXXXX FINISH FLOOR = ASSUMED 0'-0" U.O.N. xxx FINISH TAG. REFER TO LEGEND REVISION N PLAN OR TRUE NORTH BATT INSULATION; WIDTH OF FRAMING U.O.N. ROOM ROOM TAG. REFER TO ROOM FINISH SCHEDULE NAME F.E. FIRE EXTINGUISHER IN SEMI -RECESSED [� CABINET PROVIDED/INSTALLED BY GC. SURFACE MOUNTED FIRE EXTINGUISHER O PROVIDED/INSTALLED BY G.C. F.E. 100 DOOR WITH DOOR NUMBER. WINDOW OR GLAZED OPENING LADDER. REFER TO SECTIONS AND NOTES WH WALL HYDRANT IF EXTERIOR HB HOSE BIB IF INTERIOR ® METAL STUD FRAMEDWALL. REFER TO INDEX SHEET FOR IN�O. ® CMU WALL. REFER TO SECTIONS AND DETAILS BRICK WALL. REFER TO SECTIONS AND DETAILS EIFS OVER SUBSTRATE. REFER TO SECTIONS FOR WIDTH AND PROFILE. 7 EXISTING DOOR. REFER TO DOOR SCHEDULE EXISTING FRAMED WALL. -- EXISTING WINDOW WITH SILL AND/OR STOOL. DEMO'D DOOR. i _ - - - - DEMO'D WALL. W1 WALL TYPE 12— WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT, SEE WALL TYPES THIS SHEET. DRAWINGS INDEX SHEET ARCHITECTURAL ADA1.1 ACCESSIBLE DETAILS AND CLEARANCES A1.1 FLOOR/LIFE SAFETY PLANS A1.2 ELECTRICAL/REF. CEILING PLANS A1.3 DOOR/FINISH SCHEDULES, SANITARY ISOMETRIC 0 a 0 of Lu z J W CARMEL DRIVE a Of NORTH N KEY PLAN II I I RMML ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 4 M. co, • AR19600043 • STATE OF �� NDIANP.•'• ��� i EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 DATESISSUE TENANT REVIEW SET 07.13.17 170165 INDEX I I' j z C c ry LLJ co L .- LLJ V � Q 'c y QJ O L w •Oc ¢ E 1 c a o ' 15, f V O O L '� T U I v AN �Z Fti o+ca y I— wo Z E"++ V o w .•J I � (~vmcr c A JUUo Z EcEE� Oi•i= dl i c y m o ALU-) Q F N°7� e` acv x F �I F O o w r °w L N n CvE0 oma, -m v55:< Q caE„ a v 8�a Z w Ln x �c C\ NN w O 'O co ri M V O 0 °- o o �„ R rn� W Z Z 3 M° 'O O� C O Q M 07 CCc L I^� f0 i .0 Cwl & t E 41 a o v 4 M. co, • AR19600043 • STATE OF �� NDIANP.•'• ��� i EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 DATESISSUE TENANT REVIEW SET 07.13.17 170165 INDEX I I' j 5-0" 10'-64" 5'-0" 10'-71" FLOOR PLAN 2 LIFE SAFETY PLAN I 118" - V-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 FINISH FACE OF NEW OR EXISTING GYP BOARD UNLESS OTHERWISE NOTED. 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. 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS, FINISHES AND HARDWARE INFORMATION. 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK MASONRY AND OTHER EXPANSION JOINT LOCATIONS. 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE 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 KEYED NOTES 1. ALIGN FINISH FACE OF NEW WALL WITH EXISTING. REPAIR EXISTING AS REQUIRED. 2. ADA COMPLIANT HEIGHT (34" MAX) CHECK OUT COUNTER. DESK AND CHECK OUT COUNTER TO BE PROVIDED/INSTALLED BY TENANT. 3. 60" WIDE X 48" TALL SLIDING TEMPERED GLASS PASS-THRU WINDOW WITH 12" WIDE PLASTIC LAMINATE COUNTER. TOP OF COUNTER AT 36" AFF. 4. EXISTING 1 HOUR DEMISING WALL TO REMAIN. REPAIR AS REQUIRED TO MAINTAIN RATING. REFER TO WALL TYPE W4A ON INDEX SHEET FOR INFORMATION ABOUT TYPICAL DEMISING WALL CONSTRUCTION. 5. MOP SINK WITH WALL MOUNTED FAUCET. 6. LCD MONITORS BY TENANT, MOUNTED TO WALL ABOVE COUNTER. PROVIDE F.R. BLOCKING AS REQUIRED. COORDINATE WITH TENANT ON FINAL LOCATION. 7. RECONFIGURE EXISTING BREAK ROOM CABINETRY AS SHOWN TO PROVIDE CODE COMPLIANT ACCESS TO ELECTRICAL PANEL. COORDINATE IN FIELD. PROVIDE NEW PLASTIC LAMINATE COUNTER AND BACKSPLASH AS REQUIRED. 8. BASE AND UPPER CABINETS AND PLASTIC LAMINATE COUNTER WITH BACKSPLASH. PROVIDE S.S. SINGLE BOWL SINK WITH LEVER HANDLE FAUCET. COORDINATE FINISHES AND CABINET CONFIGURATION WITH TENANT. 9. BASE CABINET AND PLASTIC LAMINATE COUNTER WITH BACKSPLASH. COORDINATE FINISHES WITH TENANT AND CONFIGURATION. 10. PARTIAL HEIGHT METAL STUD WALL WITH GYP BOARD CAP. TOP TO BE AT 42" AFF. 11. FRAME IN AT COLUMN AS REQUIRED TO INFILL. ALIGN FINISH FACES. 12. 10 GALLON ELECTRIC WATER HEATER MOUNTED ABOVE CEILING WITH UNISTRUT AND ALLTHREAD. INSTALL WITH OVERFLOW PAN, PIPED TO DRAIN LINE. 0 Q 0 w Z J w QD CARMEL DRIVE a NORTH N KEY PLAN CURRAN ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288 . 0753 No. = • AR19600043 • STATE OF -AWL `�`` 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 LIFE SAFETY/ FLOOR PLANS A I • I I w 109 uw TRAVEL DISTANCE *LY w Z J Q — -; 107 BRREMAK FE EXAM I 1 110 OFFICE I 108 1 IID AD - ` HALL HAL 106 OFFICE 115 EXAM III 1 011 `0 I S UDPIPLYL o I 105 I WORK I- UP RM 1 1 I I 1 112 I EXAM 104 HALL -- - - - - -- 1 I CLOS. 7 TRAVEL DISTANCE 76'-2" 1 1 02- 0 ^: 1 1 LT X101 --F i-iZil ' T'LL',/101 1 RECEPT. 1 117 i OFFICE 100 I LOBBY 1 1 � I � I � LIFE SAFETY PLAN I 118" - V-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 FINISH FACE OF NEW OR EXISTING GYP BOARD UNLESS OTHERWISE NOTED. 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. 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS, FINISHES AND HARDWARE INFORMATION. 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK MASONRY AND OTHER EXPANSION JOINT LOCATIONS. 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE 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 KEYED NOTES 1. ALIGN FINISH FACE OF NEW WALL WITH EXISTING. REPAIR EXISTING AS REQUIRED. 2. ADA COMPLIANT HEIGHT (34" MAX) CHECK OUT COUNTER. DESK AND CHECK OUT COUNTER TO BE PROVIDED/INSTALLED BY TENANT. 3. 60" WIDE X 48" TALL SLIDING TEMPERED GLASS PASS-THRU WINDOW WITH 12" WIDE PLASTIC LAMINATE COUNTER. TOP OF COUNTER AT 36" AFF. 4. EXISTING 1 HOUR DEMISING WALL TO REMAIN. REPAIR AS REQUIRED TO MAINTAIN RATING. REFER TO WALL TYPE W4A ON INDEX SHEET FOR INFORMATION ABOUT TYPICAL DEMISING WALL CONSTRUCTION. 5. MOP SINK WITH WALL MOUNTED FAUCET. 6. LCD MONITORS BY TENANT, MOUNTED TO WALL ABOVE COUNTER. PROVIDE F.R. BLOCKING AS REQUIRED. COORDINATE WITH TENANT ON FINAL LOCATION. 7. RECONFIGURE EXISTING BREAK ROOM CABINETRY AS SHOWN TO PROVIDE CODE COMPLIANT ACCESS TO ELECTRICAL PANEL. COORDINATE IN FIELD. PROVIDE NEW PLASTIC LAMINATE COUNTER AND BACKSPLASH AS REQUIRED. 8. BASE AND UPPER CABINETS AND PLASTIC LAMINATE COUNTER WITH BACKSPLASH. PROVIDE S.S. SINGLE BOWL SINK WITH LEVER HANDLE FAUCET. COORDINATE FINISHES AND CABINET CONFIGURATION WITH TENANT. 9. BASE CABINET AND PLASTIC LAMINATE COUNTER WITH BACKSPLASH. COORDINATE FINISHES WITH TENANT AND CONFIGURATION. 10. PARTIAL HEIGHT METAL STUD WALL WITH GYP BOARD CAP. TOP TO BE AT 42" AFF. 11. FRAME IN AT COLUMN AS REQUIRED TO INFILL. ALIGN FINISH FACES. 12. 10 GALLON ELECTRIC WATER HEATER MOUNTED ABOVE CEILING WITH UNISTRUT AND ALLTHREAD. INSTALL WITH OVERFLOW PAN, PIPED TO DRAIN LINE. 0 Q 0 w Z J w QD CARMEL DRIVE a NORTH N KEY PLAN CURRAN ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288 . 0753 No. = • AR19600043 • STATE OF -AWL `�`` 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 LIFE SAFETY/ FLOOR PLANS A I • I I w ELARGED RESTROOM PLAN 3 IT = I'-0" 4 3 104 CLOS. 107 BRREMAK 106 OFFICE 105 WORK UP RM 101 RECEPT. 102 TLT HAL81 109 HALL ELECTRICAL PLAN 112 HALL 7 n 103 TLT 100 LOBBY III 1W` 111 4 113 AALL 1/8" = 1'-0" EXAM 115 EXAM 116 EXAM 117 OFFICE REFLECTED CEILING PLAN Z 1/8" = V-0" ELECT LEGEND NOT ALL MAY APPLY © JUNCTION BOX. COORDINATE WITH TENANT ON WIRING REQUIREMENTS WALL MOUNTED DUPLEX OUTLET O FLOOR MOUNTED OUTLET/VOICE-DATA BOX WALL MOUNTED QUAD OUTLET WALL MOUNTED 220V OUTLET WALL MOUNTED DEDICATED DUPLEX OUTLET b DUPLEX WALL BOX WITH CONDUIT AND PULL STRING ABOVE CEILING. VOICE/DATA WIRING AND TERMINATION BY TENANT'S VENDOR. +42" DENOTES MOUNTING HEIGHT OF ITEM. DIMENSION TO BOTTOM OF COVER PLATE U.O.N. GFI DEVICE ON GROUND FAULT INTERRUPT CIRCUIT $ WALL MOUNTED LIGHT SWITCH 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH D = ELECTRONIC DIMMER OS= OCCUPANCY SENSOR CEILING LEGEND NOT ALL MAY APPLY ® JUNCTION BOX. COORDINATE WITH TENANT ON WIRING REQUIREMENTS 2X4 FLUORESCENT LIGHT FIXTURE WITH (2) 32W T8 LAMPS AND ACRYLIC LENS, MAXIMUM OF 73 WATTS PER FIXTURE. DENOTES LIGHT FIXTURE WIRED TO 24 HOUR CIRCUIT (NIGHT LIGHT) WALL MOUNTED EMERGENCY LIGHT WITH 90 MIN. BACKUP. EQUAL TO NAVILITE N 1 WH. (2) 5.4 WALL LAMPS, 11 WATTS TOTAL. ® WALL OR CEILING MOUNT EXIT SIGN WITH 90 MIN. BACKUP. EQUAL TO NAVILITE NXP3GWH. 2.7 TOTAL WATT LED LAMP, 4eWALL OR CEILING MOUNT EXIT SIGN -LIGHT COMBO WITH 90 MIN. BACKUP. EQUAL TO NAVILITE NXPC3GWH. 4.2 TOTAL WATTS STANDBY POWER. ®COMBINATION LIGHT/FAN DUCTED TO EXTERIOR. EQUAL TO BROAN QTXE-150FLT. (2) 18 WATT LAMPS, 38 WATTS TOTAL. ACOUSTICAL TILE CEILING/GRID. REFER TO FINISH SCHEDULE FOR TYPE AND HEIGHT. GYPSUM BOARD BULKHEAD OR CEILING. HEIGHT AS NOTED ON SCHEDULE OR KEYNOTES. $ WALL MOUNTED LIGHT SWITCH 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH D = ELECTRONIC DIMMER OS= OCCUPANCY SENSOR KEYED NOTES 1. EXISTING CEILING GRID AND LIGHTING TO REMAIN. REPAIR AS REQUIRED. PROVIDE NEW CEILING TILE TO MATCH REST OF SUITE. 2, EXISTING GYP BOARD BULKHEAD TO REMAIN. REPAIR AS REQUIRED. 3. EXISTING ELECTRICAL PANEL TO REMAIN. 4. INSTALL OUTLET 6" ABOVE TOP OF STOREFRONT 5, BUILDING STANDARD WALL MOUNTED LAVATORY WITH LEVER HANDLE FAUCET. SEE ADA1.1 FOR ACCESSIBLE MOUNTING DETAILS. PROVIDE PROTECTIVE COVERS ON SUPPLY AND WASTE LINES. 6. PROVIDE BUILDING STANDARD ACCESSIBLE TANK TYPE TOILET. SEE ADA1.1 FOR ACCESSIBLE MOUNTING DETAILS. 7. PROVIDE POWER TO WATER HEATER WITH SHUT OFF ADJACENT. ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288. 0753 M. • AR19600043 • STATE OF 9 NDIANP.•' \�� 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 ELECTRICAL/ REF. CEILING PLANS A1*2 I I I I I I I SEE DOOR SCHEDULE J J DOOR SCHEDULE 0 � W W U FRAME U N DOOR # (n TYPE F SEE DOOR TYPE FG W911 DOOR TYPES NOT TO SCALE w c w U c c Lr: FRAME TYPES SEE DOOR SCHFnI II F FRAME F I NOT TO SCALE EXISTING VENT THRU ROOF y� i SINK � � I SINK / \ 3"X1 . \ T 1/2" � I I ' / \ 1 1/2' SINK /• I I \1`��/\I L I I i' I I \ C.O.,i I I I ` SINK 1 1/2 3"� I EXISTING SANITARY ?NK ic LAV ` W.C.�\ I ./� Lav `[J _�, yr \ 3"_ \ SANITARY ISOMETRIC 3 NOT TO SCALE HARDWARE TYPES HARDWARE SET #01 3 HINGES 1 PRIVACY LOCKSET 3 MUTES 1 DOOR STOP 1 CLOSER HARDWARE SET #03 3 HINGES 1 PASSAGE SET 3 MUTES 1 DOOR STOP 1 CLOSER HARDWARE SET #02 3 HINGES 1 OFFICE LOCKSET 3 MUTES 1 DOOR STOP HARDWARE SET #04 3 HINGES 1 PASSAGE SET 3 MUTES 1 DOOR STOP m Im A R C H I T I C T U R E 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317.288.0753 M. C-3 2 No. • AR19600043 • STATE OF �� NDIANa.••' `��` 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 DOOR AND FINISH SCHEDULES A1.3 I I I I I I I I DOOR SCHEDULE DOOR FRAME DOOR # TYPE SIZE MATERIAL THICKNESS GLASS FINISH MATERIAL FINISH TYPE RATING HEAD JAMB SILL HARDWARE REMARKS DOOR # 100 FG 3'-0"X7'-0" SCWD 1 3/4 CLR. TEMP. TBD KNOCK DOWN TBD F1 -- -- -- -- 03 -- 100 101 FG 3'-0"X7'-0" SCWD 1 3/4 CLR. TEMP. TBD KNOCK DOWN TBD F1 -- -- -- -- 03 -- 101 102 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 01 -- 102 103 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 01 -- 103 105 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCKDOWN TBD F1 -- -- -- -- 04 -- 105 106 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 02 -- 106 110 F 3'-O"X7'-O" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 02 -- 110 111A F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 111A 1118 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 111B 114 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 114 115 F 3' -0"X7' -O" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 115 116 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 116 117 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 02 -- 117 ROOM # ROOM NAME FLOORING BASE ROOM FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL SCHEDULE CABINETS( CEILING MATJ COUNTERTOPS HEIGHT REMARKS 100 LOBBY CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 101 RECEPTION CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 102 TOILET LAM -1 B-1 FRP-1/P-1 FRP-1/P-1 FRP-1/P-1 FRP-1/P-1 -- ACT -l/ MATCH EXIST INSTALL FRP-1 FROM FLOOR TO 4'-0" AFF MIN. 103 TOILET LAM -1 B-1 FRP-1/P-1 FRP-1/P-1 FRP-1/P-1 FRP-1/P- 1 -- -- ACT -l/ MATCH EXIST INSTALL FRP-1 FROM FLOOR TO 4'-0" AFF MIN. 104 CLOSET CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -l/ EXISTING EXISTING GRID TO BE REUSED INSTALL NEW CEILING TILE 105 WORK UP ROOM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 106 OFFICE LAM -1 B-1 P-1 P-1 P-1 P_1 -- -- ACT -1/ MATCH EXIST -- 107 BREAK ROOM LAM -1 B-1 P-1 P-1 P-1 P-1 RECONFIG. EXISTING ACT -l/ EXISTING EXISTING GRID TO BE REUSED INSTALL NEW CEILING TILE 108 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 109 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 110 OFFICE LAM -1 B-1 P-1 P-1 P-1 P_1 -- -- ACT -1/ MATCH EXIST -- -- 111 MEDICAL SUPPLY LAM -1 B-1 P-1 P-1 P-1 P-1 MATCH EXIST./ MATCH EXIST. ACT -l/ MATCH EXIST -- 112 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 113 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 114 EXAM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 115 EXAM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 116 EXAM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 117 OFFICE CPT -1 B-1 P-1 P-1 P-1 P-1 '- -- ACT -1/ MATCH EXIST __ -- VERIFY ALL FINISHES WITH TENANT BEFORE ORDERING MATERIALS SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR PATTERN / TEXTURE NUMBER REMARKS CPT -1 CARPET TBD -- -- -- -- LAM-1 LAMINATE PLANKS TBD -- -- -- -- B-1 BASE TBD -- -- -- __ P-1 PAINT TBD -- -- -- -- FRP-1 FIBERGLASS REINF. PLASTIC HOME DEPOT WHITE SMOOTH #63003 ACT -1 ACOUSTICAL CEILING TILE MATCH BUILDING STANDARD WHITE MATCH BUILDING STANDARD MATCH BUILDING STANDARD HARDWARE TYPES HARDWARE SET #01 3 HINGES 1 PRIVACY LOCKSET 3 MUTES 1 DOOR STOP 1 CLOSER HARDWARE SET #03 3 HINGES 1 PASSAGE SET 3 MUTES 1 DOOR STOP 1 CLOSER HARDWARE SET #02 3 HINGES 1 OFFICE LOCKSET 3 MUTES 1 DOOR STOP HARDWARE SET #04 3 HINGES 1 PASSAGE SET 3 MUTES 1 DOOR STOP m Im A R C H I T I C T U R E 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317.288.0753 M. C-3 2 No. • AR19600043 • STATE OF �� NDIANa.••' `��` 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 DOOR AND FINISH SCHEDULES A1.3 I I I I I I I I SEE DOOR SCHEDULE TYPE F DOOR TYPES SEE DOOR SCHFDIJI F SEE DOOR crrurn 11 r TYPE FG FRAME FI :RED NOT TO SCALE FRAME TYPES Z NOT TO SCALE I EXISTING VENT THRU ROOF I I i t I I I I i SINK SINK � I / \ 1 1/2SINK � \ C.O. I I SINK EXISTING SANITARY SINK Y.C. LAV e,_-1 1/2"I w.c. ?.--1 LAV 1/2* C.O. ` v SANITARY ISOMETRIC 3 NOT TO SCALE DOOR DOOR # TYPE SIZE MATERIAL J J HARDWARE REMARKS DOOR # 100 FG 3'-0"X7'-0" SCWD 1 3/4 CLR. TEMP. TBD KNOCK DOWN TBD S -- -- 2 -- 03 -- 100 V FG 3'-0"X7'-0" SCWD 1 3/4 0 CLR. TEMP. TBD 0 TBD F1 -- a o -- 03 -- w 102 F w 3'-0"X7'-0" SCWD 1 3/4 -- TBD TYPE F DOOR TYPES SEE DOOR SCHFDIJI F SEE DOOR crrurn 11 r TYPE FG FRAME FI :RED NOT TO SCALE FRAME TYPES Z NOT TO SCALE I EXISTING VENT THRU ROOF I I i t I I I I i SINK SINK � I / \ 1 1/2SINK � \ C.O. I I SINK EXISTING SANITARY SINK Y.C. LAV e,_-1 1/2"I w.c. ?.--1 LAV 1/2* C.O. ` v SANITARY ISOMETRIC 3 NOT TO SCALE DOOR DOOR # TYPE SIZE MATERIAL THICKNESS DOOR SCHEDULE FRAME GLASS FINISH MATERIAL FINISH TYPE RATING HEAD JAMB SILL HARDWARE REMARKS DOOR # 100 FG 3'-0"X7'-0" SCWD 1 3/4 CLR. TEMP. TBD KNOCK DOWN TBD F1 -- -- -- -- 03 -- 100 101 FG 3'-0"X7'-0" SCWD 1 3/4 CLR. TEMP. TBD KNOCK DOWN TBD F1 -- -- -- -- 03 -- 101 102 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 01 -- 102 103 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 01 -- 103 105 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 105 106 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 02 -- 106 110 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 02 -- 110 111A F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 111A 1118 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 1118 114 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 114 115 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 115 116 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 04 -- 116 117 F 3'-0"X7'-0" SCWD 1 3/4 -- TBD KNOCK DOWN TBD F1 -- -- -- -- 02 -- 117 ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CABINETS/ COUNTERTOPS CEILING MATJ HEIGHT REMARKS 100 LOBBY CPT -1 B-1 P-1 P-1 P-1 P-1 '- -- ACT -1/ MATCH EXIST -- 101 RECEPTION CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 102 TOILET LAM -1 B-1 FRP-1 /P-1 FRP-1/P-1 FRP-1/P-1 FRP-1/P-1 - - -- ACT -l/ MATCH EXIST INSTALL FRP-1 FROM FLOOR TO 4'-0" AFF MIN. 103 TOILET LAM -1 B-1 FRP-1/P-1 FRP-1 /P-1 FRP-1 /P-1 FRP-1/P-1 -- -- ACT -1 / MATCH EXIST INSTALL FRP-1 FROM FLOOR TO 4'-0" AFF MIN. 104 CLOSET CPT -1 B-1 P-1 P-1 P-1 P-1 - - -- ACT -l/ EXISTING EXISTING GRID TO BE REUSED INSTALL NEW CEILING TILE 105 WORK UP ROOM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 106 OFFICE LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 107 BREAK ROOM LAM -1 B-1 P-1 P-1 P-1 P-1 RECONFIG. EXISTING ACT -1 / EXISTING EXISTING GRID TO BE REUSED INSTALL NEW CEILING TILE 108 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 109 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 110 OFFICE LAM -1 B-1 P-1 P-1 P-1 P_1 -- -- ACT -1/ MATCH EXIST -- 111 MEDICAL SUPPLY LAM -1 B-1 P-1 P-1 P-1 P-1 MATCH EXIST./ MATCH EXIST. ACT -1/ MATCH EXIST -- 112 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 113 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 114 EXAM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 115 EXAM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 116 EXAM LAM -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- 117 OFFICE CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ MATCH EXIST -- VERIFY ALL FINISHES WITH TENANT BEFORE ORDERING MATERIALS SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR PATTERN / TEXTURE NUMBER REMARKS CPT -1 CARPET TBD -- -- -- -- LAM-1 LAMINATE PLANKS TBD -- -- -- -- B-1 BASE TBD -- -- -- __ P-1 PAINT TBD -- -- -- -- FRP-1 FIBERGLASS REINF. PLASTIC HOME DEPOT WHITE SMOOTH #63003 ACT -1 ACOUSTICAL CEILING TILE MATCH BUILDING STANDARD WHITE MATCH BUILDING STANDARD MATCH BUILDING STANDARD HARDWARE TYPES HARDWARE SET #01 3 HINGES 1 PRIVACY LOCKSET 3 MUTES 1 DOOR STOP 1 CLOSER HARDWARE SET #03 3 HINGES 1 PASSAGE SET 3 MUTES 1 DOOR STOP 1 CLOSER FJARDWARE SET #02 3 HINGES 1 OFFICE LOCKSET 3 MUTES 1 DOOR STOP HARDWARE SET #04 3 HINGES 1 PASSAGE SET 3 MUTES 1 DOOR STOP 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 CERTIFICATION `00\ 11111111l,,�/, \\00\11 P�N M.%,,,, No. • AR19600043 ` • STATE OF � '9 • NDIANa.•' ���� 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 ISSUE DATES TENANT REVIEW SET 07.13.17 170165 DOOR AND FINISH SCHEDULES A1.3 I N m I I I 0 1 I ELARGED RESTROOM PLAN 3 1/4" = I'_0" ELECTRICAL PLAN 1/8"= 11_0" REFLECTED CEILING PLAN Z 1/8" = 1,41 ELECT LEGEND NOT ALL MAY APPLY Q JUNCTION BOX. COORDINATE WITH TENANT ON WIRING REQUIREMENTS =@ WALL MOUNTED DUPLEX OUTLET O FLOOR MOUNTED OUTLET/VOICE-DATA BOX WALL MOUNTED QUAD OUTLET WALL MOUNTED 220V OUTLET =0 WALL MOUNTED DEDICATED DUPLEX OUTLET CURRAN b DUPLEX WALL BOX WITH CONDUIT AND PULL STRING A R C H I T E C T U R E ABOVE CEILING. VOICE/DATA WIRING AND TERMINATION BY TENANT'S VENDOR. +42" DENOTES MOUNTING HEIGHT OF ITEM, DIMENSION TO BOTTOM OF COVER PLATE U.O.N. GFI DEVICE ON GROUND FAULT INTERRUPT CIRCUIT $ WALL MOUNTED LIGHT SWITCH 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH D = ELECTRONIC DIMMER OS= OCCUPANCY SENSOR CEILING LEGEND NOT ALL MAY APPLY ® JUNCTION BOX. COORDINATE WITH TENANT ON WIRING REQUIREMENTS 2X4 FLUORESCENT LIGHT FIXTURE WITH (2) 32W T8 LAMPS AND ACRYLIC LENS, MAXIMUM OF 73 WATTS PER FIXTURE. K:l DENOTES LIGHT FIXTURE WIRED TO 24 HOUR CIRCUIT (NIGHT LIGHT) WALL MOUNTED EMERGENCY LIGHT WITH 90 MIN. BACKUP, EQUAL TO NAVILITE N 1 WH. (2) 5.4 WALL LAMPS, 11 WATTS TOTAL. ®WALL OR CEILING MOUNT EXIT SIGN WITH 90 MIN. BACKUP, EQUAL TO NAVILITE NXP3GWH. 2.7 TOTAL WATT LED LAMP. �Q WALL OR CEILING MOUNT EXIT SIGN -LIGHT 11QQ// COMBO WITH 90 MIN. BACKUP. EQUAL TO NAVILITE NXPC3GWH. 4.2 TOTAL WATTS STANDBY POWER. ®COMBINATION LIGHT/FAN DUCTED TO EXTERIOR. EQUAL TO BROAN QTXE-150FLT. (2) 18 WATT LAMPS, 38 WATTS TOTAL. ACOUSTICAL TILE CEILING/GRID. REFER TO FINISH SCHEDULE FOR TYPE AND HEIGHT. GYPSUM BOARD BULKHEAD OR CEILING. HEIGHT AS NOTED ON SCHEDULE OR KEYNOTES. $ WALL MOUNTED LIGHT SWITCH 3 = 3 WAY SWITCH 4 = 4 WAY SWITCH D = ELECTRONIC DIMMER OS= OCCUPANCY SENSOR KEYED NOTES 1. EXISTING CEILING GRID AND LIGHTING TO REMAIN. REPAIR AS REQUIRED. PROVIDE NEW CEILING TILE TO MATCH REST OF SUITE. 2. EXISTING GYP BOARD BULKHEAD TO REMAIN. REPAIR AS REQUIRED. 3. EXISTING ELECTRICAL PANEL TO REMAIN. 4. INSTALL OUTLET 6" ABOVE TOP OF STOREFRONT 5. BUILDING STANDARD WALL MOUNTED LAVATORY WITH LEVER HANDLE FAUCET. SEE ADA1.1 FOR ACCESSIBLE MOUNTING DETAILS. PROVIDE PROTECTIVE COVERS ON SUPPLY AND WASTE LINES. 6. PROVIDE BUILDING STANDARD ACCESSIBLE TANK TYPE TOILET. SEE ADA1.1 FOR ACCESSIBLE MOUNTING DETAILS. 7. PROVIDE POWER TO WATER HEATER WITH SHUT OFF ADJACENT. 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317. 288. 0753 iMiTI i i iCr�77�� •ERC��Q N0. • AR19600043 • STATE OF WL EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 ELECTRICAU REF. CEILING PLANS A1*2 I I r 5'-0" 10'-64" 5'-0" 10'-71" FLOOR PLAN 2 1/8" = I'-0" l:x 000 104 CLOS. 107 BREAK RM 106 OFFICE 105 WORK UP RM 101 RECEPT. 02 Q -_ Q 1 LT 1 _F 1103- -F -/, nTLT + LIFE SAFETY PLAN I I 100 LOBBY i I I 1/8" = 1'-0" 114 EXAM L01' 115 EXAM EXAM I I I I 117 OFFICE I I I l 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 FINISH FACE OF NEW OR EXISTING GYP BOARD UNLESS OTHERWISE NOTED. 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 C U R R A N ANY OPENINGS IN FIRE RATED ASSEMBLIES. 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 O :: 317. 288. 0681 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE F :: 317 . 288 . 0753 RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE 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 109 Id, X' M. TRAVEL DISTANCE WL 3" A`0��1i111111/� V -----------I FE I I I I I — — 110 I OFFICE STATE OF � NDIANP.•�' 108 I IID HALL HA L I "'A _I 00 KEYED NOTES 1 011 MEDICAL v SUPPLY ALIGN FINISH FACE OF NEW WALL WITH EXISTING. REPAIR o 1 EXISTING AS REQUIRED. AND CONCEPTS CONTAINED HEREIN ARE I < THE EXCLUSIVE INTELLECTUAL PROPERTY �I I 1 I I I 112 I I HALL — I I TRAVEL DISTANCE 76,72--1 I 1 IL I 02 Q -_ Q 1 LT 1 _F 1103- -F -/, nTLT + LIFE SAFETY PLAN I I 100 LOBBY i I I 1/8" = 1'-0" 114 EXAM L01' 115 EXAM EXAM I I I I 117 OFFICE I I I l 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 FINISH FACE OF NEW OR EXISTING GYP BOARD UNLESS OTHERWISE NOTED. 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 C U R R A N ANY OPENINGS IN FIRE RATED ASSEMBLIES. 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 O :: 317. 288. 0681 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE F :: 317 . 288 . 0753 RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE 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 0 0 w z J CARMEL DRIVE a NWN KEY PLAN 170165 LIFE SAFETY/ FLOOR PLANS A I • I 0 ' r Id, X' M. A`0��1i111111/� V 0. • AR19600043 � • STATE OF � NDIANP.•�' \��� '9 1 KEYED NOTES EXPIRES 12/31/17 1. ALIGN FINISH FACE OF NEW WALL WITH EXISTING. REPAIR THIS DRAWING AND THE IDEAS, DESIGNS EXISTING AS REQUIRED. AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY 2. ADA COMPLIANT HEIGHT (34" MAX) CHECK OUT COUNTER. OF CURRAN ARCHITECTURE, AND ARE NOT DESK AND CHECK OUT COUNTER TO BE TO BE USED OR REPRODUCED, WHOLE OR PROVIDED INSTALLED BY TENANT. / IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. 3. 60" WIDE X 48" TALL SLIDING TEMPERED GLASS PASS-THRU © COPYRIGHT 2017, CURRAN ARCHITECTURE WINDOW WITH 12" WIDE PLASTIC LAMINATE COUNTER. TOP PROJECT INFORMATION OF COUNTER AT 36" AFF. 4. EXISTING 1 HOUR DEMISING WALL TO REMAIN. REPAIR AS WORKPLACE REQUIRED TO MAINTAIN RATING. REFER TO WALL TYPE W4A ON INDEX SHEET FOR INFORMATION ABOUT TYPICAL HEALTH SERVICES DEMISING WALL CONSTRUCTION. 5. MOP SINK WITH WALL MOUNTED FAUCET. 99 EAST MAIN STREET 6. LCD MONITORS BY TENANT, MOUNTED TO WALL ABOVE SUITE 150 COUNTER. PROVIDE F.R. BLOCKING AS REQUIRED. COORDINATE WITH TENANT ON FINAL LOCATION. CARMEL, INDIANA 46032 7. RECONFIGURE EXISTING BREAK ROOM CABINETRY AS SHOWN TO PROVIDE CODE COMPLIANT ACCESS TO ELECTRICAL PANEL. COORDINATE IN FIELD. PROVIDE NEW PLASTIC LAMINATE COUNTER AND BACKSPLASH AS REQUIRED. 8, BASE AND UPPER CABINETS AND PLASTIC LAMINATE COUNTER WITH BACKSPLASH. PROVIDE S.S. SINGLE BOWL SINK WITH LEVER HANDLE FAUCET. COORDINATE FINISHES AND CABINET CONFIGURATION WITH TENANT. 9. BASE CABINET AND PLASTIC LAMINATE COUNTER WITH BACKSPLASH. COORDINATE FINISHES WITH TENANT AND CONFIGURATION. 10. PARTIAL HEIGHT METAL STUD WALL WITH GYP BOARD CAP. TOP TO BE AT 42" AFF. 11. FRAME IN AT COLUMN AS REQUIRED TO INFILL, ALIGN FINISH FACES. DATESISSUE 12. 10 GALLON ELECTRIC WATER HEATER MOUNTED ABOVE CEILING WITH UNISTRUT AND ALLTHREAD. INSTALL WITH TENANT REVIEW SET 07.13.17 OVERFLOW PAN, PIPED TO DRAIN LINE. 0 0 w z J CARMEL DRIVE a NWN KEY PLAN 170165 LIFE SAFETY/ FLOOR PLANS A I • I 0 ' r DETAIL 08 1/2"=1'4' DETAIL 10" MAX. 30" 30" 24" MAX X l 00 � z EXAMPLE: DRINK MACHINE. ETC. x Q m 24" MAX 1 zo U= = m� -- 00 CD CONDIMENTS DETAIL 10 114m= 1 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 0 TANK TOILETS, WHICH SHALL BE 36") a, 0 in" zn" -48" S.S. GRAB BAR 39" TO 41" VERTICAL S.S. GRAB BAR T.S. COVER DISPENSER SHALL BE MOUNTED 1 1/2" (MIN.) BELOW GRAB RAIL 2'-0" �z o Q ❑ M. - m M d m M ` x rn \ 7„ TO N N 1 9" 15" TO 48" A.F.F. FOR OPERABLE OEPNING W/O OBSTRUCTION FROM GRAB BAR CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA ACCESSIBLE ROUTE 48" CLEAR 19" 30" CLEAR ' 0 1a M J � U i 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 w 1- 0 w J m N w U Q 1/2"= 1'-0" LL MARK 1 -0" 36" MIN. CLEAR I N TT1 z_ 0 00 " 4" GB2 4" " M1 B290-2436 AND LEVEL WITH MAX 1/4 CHANGE IN LEVEL DETAIL 07 112"-1'-0" Z In z MIRROR MTD 0 40" A.F.F. MAX TO BOTTOM OF REFLECTING SURFACE LAV. INSULATE HOT WATER & DRAIN PIPES 14" MIN. PROJECTION FROM WALL URINAL _LcaLo JQ Q m U a .-. X Q < /w U< x X mom~ m� 1 -t (4 I O C CD LA] 8E 2 X d CD Q 8" 6" _ 17" 6" MAX. DEPTH x 30" MIN, WIDTH TOE CLEARANCE 8" MIN. DEPTH x 30" MIN. WIDTH KNEE SPACE DETAIL 01 1/2"= 1'-0" DETAIL 04 3/4"=1'-0" GRAB BAR SHALL BE 1-1/4" TO 2" MAX., OUTSIDE DIA.- TYPICAL - 1 /2" YPICAL 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 0 4'-0 2"x6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL ala M ` F O d 00 SWITCHES THERMOSTAT— FIRE ALARM — OUTLETS (U.O.N) DRYER PAPER TOWEL DISPENSER PULL STATION 5'-0" 3'-0" 16" TO 18" TOILET PAPER — VERTICAL GRAB - 4", MAX. BAR. SEE DTL 1 DETAIL 3'-0" 02 1/2"= 1'-0" CLEAR z I FLOOR SPACE o i L 48" MIN. DETAIL 05DETAIL 03 3"=1'-0" 314"=1'-0" TYPICAL ADA INFO WATER CLOSET: WATER CLOSETS SHALL BE 17" TO 19" A.F.F. WHEN MEASURED TO THE TOP OF THE TOILET SEAT AND THE CENTER FOR THE FIXTURE SHALL BE 18" FROM ONE WALL WITH A CLEAR FLOOR SPACE OF 60" WIDE AND 59" DEEP FOR FLOOR MOUNT AND 56" DEEP FOR WALL MOUNT. SINK: SINK SHALL BE MOUNTED WITH THE RIM OR COUNTER NO HIGHER THAN 34" A.F.F. PROVIDE A CLEARANCE OF AT LEAST 29" TO THE BOTTOM OF THE APRON WITH AN 8"X27" KNEE SPACE AND 6"X9" TOE SPACE. EXPOSED HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED. FAUCETS SHALL BE LEVER -OPERATED, PUSH -TYPE AND MOTION SENSOR. URINALS: URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH THE RIM AT A MAXIMUM OF 17" A.F.F. AND A 30" X 48" CLEAR FLOOR SPACE GRAB BARS: GRAB BARS SHALL BE 33" TO 36" A.F.F. THE GRAB BAR BEHIND THE WATER CLOSET SHALL BE 36" LONG AND NO MORE THAN 6" OF OF THE SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42" LONG AND 12" OFF THE BACK WALL. MIRROR: MIRRORS SHALL BE MOUNTED SO THE BOTTOM OF THE REFLECTIING SURFACE IS NO MORE THAN 40" A.F.F. PAPER TOWEL/DRYER: PAPER TOWEL/ DRYERS SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F. SOAP DISPENSER: SOAP DISPENSERS SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F. TOILET PAPER: TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN 36" MAX OF THE BACK WALL AND 19" MIN, A.F.F. TOILET ACCESS. MARK SYMBOL BOBRICK # TT1 B-2730 GB2 a B-6806 X 18 M1 B290-2436 TD1 o B-2620 SD1 B-2112 GB1 B-6806 X 36 B-6806 X 42 ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317. 288. 0681 F :: 317 288 0753 No. • AR19600043 ' • STATE OF �� NDIANP.••' `�� 1 EXPIRES 12/31/17 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. © COPYRIGHT 2017, CURRAN ARCHITECTURE WORKPLACE HEALTH SERVICES 99 EAST MAIN STREET SUITE 150 CARMEL, INDIANA 46032 TENANT REVIEW SET 07.13.17 170165 TYPICAL ACCESSIBLITY DETAILS ADAl*l I®