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HomeMy WebLinkAbout220034 Owlslee Build Out Carmel-03-01-22 (7).pdf220034 OWLSLEE BUILD OUT CARMEL OWLSLEE BUILD OUT 2810 E 116TH STREET, SUITE 120 CARMEL, IN 46033 03.01.2022 PERMIT SET ARCHITECT 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O : 317 . 288 . 0681 CONTACT : SHAWN CURRAN TYPE W1 FIN FLOOR CEILING LINE SEE REFLECTED CEILING PLAN FOR HEIGHT. B.O. STRUCTURE TYPE W4 TYPE W3 TYPE W2 WALL TYPE GENERAL NOTES TYPE W4A TYPE W3A TYPE W2A TYPE W1A TYPE W5 (PROVIDE TWO HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U411 OR EQUAL) TYPE W5A (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U465 OR EQUAL) 3 5 8" MTL STUDSAT 4'-0" OC MAXIMUM SPACING. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. STAGGER SUPPORTING STUDS. 3 5 8" MTL STUDS @ 16" OC WITH ONE LAYER OF 5 8" GYPSUM WALLBOARD @ EACH SIDE. EXTEND GYPSUM BOARD TO CEILING LINE. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH AT WALL TYPE W1A ONLY. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH AT WALL TYPE W2A ONLY. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH AT WALL TYPE W3A ONLY. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH AT WALL TYPE W4A ONLY. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH AT WALL TYPE W5A ONLY. 6" MTL STUDS @ 16" OC WITH ONE LAYER OF 5 8" GYPSUM WALLBOARD @ EACH SIDE. EXTEND GYPSUM BOARD TO MIN OF 4" ABOVE ADJACENT CEILING LINE. 6" MTL STUDS @ 16" OC WITH ONE LAYER OF 5 8" 5'-0" 2'-0" MIN 4" MAX 3'-0" OTHER APPROACHES 4'-0" MIN HINGE APPROACH 3'-6" MIN LATCH APPROACH ONLY 5'-0" MIN 4'-6" MIN 3'-3" MIN 3'-5" MAX 12" MAX 16" TO 18" MAX TOILET PAPER VERTICAL GRAB BAR - SEE DET 1 1'-0" MIN 3'-0" MIN CL TOILET 48" MIN 30" MIN 15" MIN CLEAR FLOOR SPACE 15" MIN 48" MIN 30" MIN 15" MIN CLEAR FLOOR SPACE 11 2" CLR GRAB BAR SHALL BE 1 1 4" TO 2" MAX OUTSIDE DIA TYPICAL 2 - 1 4" X 3" EXPANSION ANCHORS AT MASONRY OR CONCRETE WALL. 2 - #10 X 2" SCREWS AT WOOD OR STEEL STUD WALL - TYPICAL. STUD WALL 2" X 6" BLOCKING (OMIT BLOCKING AT MASONRY OR CONCRETE WALL) ACCESSIBLE ROUTE 30" CLEAR 19" 30" CLEAR ACCESSIBLE ROUTE 100 LOBBY ADJACENT TENANT ADJACENT TENANT 101 STORAGE 102 SALES 103 STORAGE 104 BREAK ROOM 106 STORAGE 105 HALL 107 RESTROOM 105 107 106 100 101 103 104 2 A101 W1A W1A 7'-3" 8'-0" 4 106 STORAGE 107 RESTROOM W1A W1A 1 2 GB1 GB2 TT1 ND1 TD1 SD1 M1 GB1 OVERALL FLOOR PLAN 1 1/4" = 1'-0" A. 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. B. ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY OR METAL STUD FRAMING, UNLESS OTHERWISE NOTED. C. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUD CONNECTIONS WITH STRUCTURE ABOVE, TYPICAL. 100 LOBBY ADJACENT TENANT ADJACENT TENANT 101 STORAGE 102 SALES 103 STORAGE 104 BREAK ROOM 106 STORAGE 105 HALL 107 RESTROOM 1 1 1 1 1 1 1 2 REFLECTED CEILING PLAN 1 1/4" = 1'-0" 1. EXISTING CEILING TO REMAIN. 2. RELOCATE EXISTING LIGHT FIXTURE AS SHOWN. KEYED NOTES KEY PLAN PERMIT SET 03.01.22 220034 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 2022, CURRAN ARCHITECTURE PROJECT INFORMATION CERTIFICATION ISSUE DATES F :: 317 . 288 . 0753 O :: 317 . 288 . 0681 INDIANAPOLIS, IN 46216 5719 LAWTON LOOP E. DR. #212 OWLSLEE BUILD OUT 2810 E 116TH STREET, SUITE 120 CARMEL, IN 46033 N PROJECT LOCATION E 116TH STREET N KEYSTONE PKWY TYPE F SEE DOOR SCHEDULE SEE DOOR SCHEDULE DOOR HEIGHT DOOR WIDTH TYPE F1 DOOR AND FINISH SCHEDULE A601 PERMIT SET 03.01.22 220034 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 2022, CURRAN ARCHITECTURE PROJECT INFORMATION CERTIFICATION ISSUE DATES F :: 317 . 288 . 0753 O :: 317 . 288 . 0681 INDIANAPOLIS, IN 46216 5719 LAWTON LOOP E. DR. #212 OWLSLEE BUILD OUT 2810 E 116TH STREET, SUITE 120 CARMEL, IN 46033 DOOR HARDWARE DOOR TYPES NOT TO SCALE DOOR FRAME TYPES NOT TO SCALE HARDWARE SET 1 3 HINGES 1 PRIVACY LOCKSET 1 CLOSER 3 MUTES A. SECTION OF GLAZING REQUIRED TO BE 1" INSULATED GREY TINTED GLASS. B. SECTION OF GLAZING REQUIRED TO BE 1" INSULATED TEMPERED GLASS. C. SECTION OF GLAZING REQUIRED TO BE 1/4" GLASS. D. SECTION OF GLAZING REQUIRED TO BE 1/4" TEMPERED GLASS. E. SECTION OF GLAZING REQUIRED TO BE 1" INSULATED TEMPERED GREY TINTED SPANDREL GLASS. EXTERIOR GLAZING MUST MEET THE FOLLOWING SPECIFICATIONS FOR ENERGY CODE COMPLIANCE: LOW "E" COATING "U" VALUE - MINIMUM OF 0.28 "SHGC" VALUE - MAXIMUM OF 0.47 ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CABINETS / COUNTERTOPS CEILING MAT / HEIGHT REMARKS 105 HALL - B-1 P-1 P-1 - - - EXIST PAINT & BASE AT NEW WALLS ONLY 106 STOREAGE - B-1 - - P-1 - - EXIST PAINT & BASE AT NEW WALLS ONLY 107 RESTROOM VCT-1 B-1 FRP-1 / P-1 FRP-1 / P-1 FRP-1 / P-1 FRP-1 / P-1 - EXIST FRP TO 48" AFF MATERIALS SCHEDULE MARK MATERIAL MANUFACTURER COLOR PATTERN / TEXTURE NUMBER REMARKS FRP-1 FIBERGLASS REINFORECED PLASTIC TBD WHITE TEXTURE FINISH VCT-1 VINYL COMPOSITION TILE TBD TBD TBD B-1 RUBBER BASE TBD MATCH EXISTING 4" COVE P-1 PAINT TBD MATCH EXISTING MATCH EXISTING P-2 PAINT TBD MATCH EXISTING SEMI GLOSS DOOR SCHEDULE MARK DOOR SIZE MATERIAL GLAZING FINISH RATING FRAME MATERIAL FINISH RATING HARDWARE REMARKS 100 EXIST EXIST EXIST EXIST EXIST - EXIST EXIST EXIST - EXIST 101 EXIST EXIST EXIST - EXIST - EXIST EXIST EXIST - EXIST 103 EXIST EXIST EXIST - EXIST - EXIST EXIST EXIST - EXIST 104 EXIST EXIST EXIST EXIST EXIST - EXIST EXIST EXIST - EXIST 105 EXIST EXIST EXIST - EXIST - EXIST EXIST EXIST - EXIST 106 EXIST EXIST EXIST EXIST EXIST - EXIST EXIST EXIST - EXIST 107 F 3-0 x 7-0 SCWD - PREFINISHED - F1 KD P-2 - 1 A. ALL PRE-FINISHED WOOD DOORS SHALL BE SOLID CORE WITH WOOD VENEER, MARSHFIELD OR EQUIVALENT. PROVIDE FINISH SAMPLE AND DOOR CONSTRUCTION DIAGRAM FOR APPROVAL AND HARDWARE BLOCKING COORDINATION. VENEER TO BE WHITE BIRCH OR MAPLE, FREE OF DARK GRAINS UNLESS OTHERWISE NOTED. B. WOOD DOORS SHALL ONLY BE INSTALLED IN CONDITIONED SPACE. C. ALL HARDWARE TO BE MINIMUM 6 PIN BEST COMPATIBLE SYSTEM. COORDINATE KEYING WITH OWNER. D. TEMPERED AND ANNEALED GLASS TO BE CLEANED PER MANUFACTURER REQUIREMENTS. NYLON CLOTH METHODS PREFERRED. DO NOT USE RAZOR BLADES ON GLASS. E. GLASS AROUND DOORS AND IN DOORS SHALL BE TEMPERED UNLESS OTHERWISE NOTED IN ELEVATIONS. F. ANY RATED DOORS TO HAVE LABEL INSTALLED IN JAMB. G. ALL EXITS DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OF THE ANSI 117.1 2009. H. INSTALL OWNER PROVIDED ADA COMPLIANT RESTROOM SIGNAGE, VERIFY WITH ARCHITECT. GENERAL DOOR AND GLAZING NOTES A. PROCEEDING WITH THE INSTALLATION OF FINISHES WILL BE CONSTRUED THAT THE INSTALLER AND/OR FINISHER HAS INSPECTED AND ACCEPTED THE SUBSTRATE FOR RECEIVING THE WORK. NO CHANGE ORDER WILL BE ISSUED TO RECTIFY CONCEALED, UNKNOWN CONDITIONS OR UNSATISFACTORY SUBSTRATE ONCE THE FINISH WORK HAS PROCEEDED. B. USE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL FINISHES. C. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF A SPECIFIED FINISH ITEM BECOMES UNAVAILABLE. D. CONTRACTOR TO SUBMIT SHOP DRAWINGS, FLOORING TRANSITION/GRAPHIC LOCATIONS AND SUBMITTALS OF ALL INTERIOR ITEMS AND FINISH MATERIALS TO ARCHITECT REVIEW PRIOR TO PLACING ANY MATERIAL ORDERS. CONTRACTOR MUST ACCOUNT FOR SUBMITTAL REVIEW, ORDERING AND DELIVERY WHEN SCHEDULING PRODUCT INSTALLATION. E. USE SUBFLOOR REDUCER STRIPS (UNDER FLOORING) TO LEVEL MATERIALS OF UNEQUAL HEIGHTS. F. PROVIDE JOHNSONITE SLIM-LINE TRANSITION STRIPS WHERE FLOORING MATERIALS OF UNEQUAL THICKNESS MEET. TRANSITION STRIPS AT DOORS TO BE LOCATED UNDER THE CENTERLINE OF THE DOOR IN CLOSED POSITION. COLOR OF TRANSITION STRIPS TO BE SELECTED BY ARCHITECT. G. ALL WALL TILE TO BE INSTALLED TO FLOOR WITH NO BASE UNLESS NOTED OTHERWISE. H. ANY GRILLES, FIRE EXTINGUISHER CABINETS, ETC., TO BE PAINTED TO MATCH WALL COLOR ON WHICH THEY OCCUR. I. PROVIDE OWNER WITH A MINIMUM OF ONE FULL BOX OR 2% OF EACH FINISH PRODUCT/MATERIAL SPECIFIED ON THE PROJECT. J. ALL WOODWORK/MILLWORK SHALL CONFORM TO THE QUALITY STANDARDS OF ARCHITECTURAL WOODWORK INSTITUTE (AWI) PREMIUM GRADE. FABRICATOR SHALL BE FAMILIAR WITH AWI STANDARDS. K. FABRICATE WOODWORK/MILLWORK ITEMS TO ACTUAL FIELD DIMENSIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, SAMPLES, AND/OR MATERIAL LITERATURE FOR ALL ITEMS. SHOP DRAWINGS SHALL SHOW SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WITH THE QUALITY STANDARDS AND DESIGN INTENT. L. PROVIDE ALL NECESSARY FURRING AND GROUNDS FOR WOODWORK AND FINISH ITEMS. COORDINATE LOCATION OF BLOCKING WITHIN WALLS FOR ITEMS TO BE SECURED TO SURFACE. ALL FASTENERS SHALL BE CONCEALED. M. FINISH ALL SIDES AND BACK OF MILLWORK/CASEWORK. N. ALL COUNTERTOPS TO BE 1 1 2" THICK WITH A SQUARE EDGE, UNLESS OTHERWISE NOTED. PROVIDE COUNTER SUPPORTS AS REQUIRED. O. PROVIDE GROMMETS IN COUNTERTOPS ABOVE RECEPTACLES. COLOR TO MATCH COUNTER SURFACE. COORDINATE WITH OWNER AND ARCHITECT ON FINAL LOCATION AND SIZE OF GROMMETS BEFORE INSTALLATION. P. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS AND SPECIFICATIONS FOR ALL MATERIAL INFORMATION AND LOCATIONS. GENERAL FINISH NOTES GLAZING TYPES S KEYSTONE PKWY REFLECTED CEILING PLAN A110 CEILING LEGEND (NOT ALL MAY APPLY) EXISTING LIGHT FIXTURE TO REMAIN 2x4 LED LAY IN FIXTURE. METALUX CRUZE CZ24 30.1 WATTS 2x2 LED LAY IN FIXTURE. METALUX CRUZE CZ22 21.9 WATTS 4'-0" INDUSTRIAL STRIP LED LIGHT W/ ROUND LENS. METALUX SNLED-LD5-LW 21 WATTS. 4" LED ROUND CAN LIGHT. HALO PRSR-35 COMBINATION LIGHT / FAN DUCTED TO EXTERIOR. EQUAL TO BROAN / NUTONE AERN110L FAN / LIGHT COMBO WITH WITH LED LIGHT 11 WATTS ACOUSTICAL TILE CEILING / GRID. REFER TO FINISH SCHEDULE FOR TYPE AND HEIGHT. GYPSUM BOARD BULKHEAD OR CEILING. HEIGHT AS NOTED ON SCHEDULE OR KEYNOTES. DIFFUSER - SUPPLY DIFFUSER - RETURN N D. PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLS FOR ANY WALL SUPPORTED ITEMS. E. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANY OPENINGS IN FIRE RATED ASSEMBLIES. F. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS, FINISHES, AND HARDWARE INFORMATION. G. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK, MASONRY, AND OTHER EXPANSION JOINT LOCATIONS. H. 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. I. 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. J. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS, ELECTRICAL TRANSFORMER PANELS, ETC., COORDINATE WITH UTILITY COMPANY AND CONTRACTORS, WHEN APPLICABLE, FOR NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION. K. ALL DOORS, UNLESS OTHERWISE NOTED, TO HAVE HINGE SIDE SET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME. L. UNLESS SPECIFIED ELSEWHERE, ALL INTERIOR SLABS AND SLAB INFILLS TO BE FF-50/FL-35 OVERALL AND FF-35/FL-25 LOCAL. M. ALL EXIT DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OF THE ANSI 117.1 2009 GENERAL NOTES 1. ADA COMPLIANT WALL MOUNTED LAVATORY. PROVIDE SCALD GUARDS ON SUPPLY / WASTE LINE. REFER TO PLUMBING DWGS. SEE TYPICAL ACCESSIBILITY DETAILS FOR ACCESSIBLE MOUNTING INFORMATION. 2. ADA COMPLIANT TANK TOILET. REFER TO PLUMBING DWGS. SEE TYPICAL ACCESSIBILITY DETAILS FOR ACCESSIBLE MOUNTING INFORMATION. 3. REMOVE PORTION OF EXISTING WALL FOR NEW DOOR. REPAIR ADJACENT SURFACES AS REQUIRED. 4. 6" METAL STUDS W/ R8 BATT INSULATION W/ VAPOR BARRIER AND 5/8" GYPSUM BOARD OVER WALL. KEYED NOTES KEY PLAN PERMIT SET 03.01.22 220034 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 2022, CURRAN ARCHITECTURE PROJECT INFORMATION CERTIFICATION ISSUE DATES F :: 317 . 288 . 0753 O :: 317 . 288 . 0681 INDIANAPOLIS, IN 46216 5719 LAWTON LOOP E. DR. #212 OWLSLEE BUILD OUT 2810 E 116TH STREET, SUITE 120 CARMEL, IN 46033 N PROJECT LOCATION E 116TH STREET N KEYSTONE PKWY S KEYSTONE PKWY FLOOR PLAN A101 TOILET ACCESSORY SCHEDULE MARK SYMBOL MFR # DESCRIPTION TT1 BOBRICK B-2888 MULTI-ROLL TOILET TISSUE DISPENSER GB1 BOBRICK B-5806 X 36 B-5806 X 42 36" AND 42" GRAB BARS GB2 BOBRICK B-5806 X 18 18" VERTICAL GRAB BAR M1 BOBRICK B-165 MIRROR 2'-0" X 4'-0" TD1 BOBRICK B-3944 TOWEL DISPENSER / WASTE RECEPTACLE SD1 BOBRICK B-2112 SOAP DISPENSER ND1 BOBRICK B-353 B-270 B-353: SANITARY NAPKIN DISPOSAL UNIT AT GWB LOCATIONS. B-270: SURFACE, MOUNT SANITARY NAPKIN DISPOSAL UNIT AT PARTITIONS ENLARGED FLOOR PLAN 2 N 1/2" = 1'-0" 30" CLEAR 19" NOTE:MAINTAIN 44" MIN CLEAR AISLE EGRESS PATHS TO EXIT DOORS. 30" CLEAR 48" CLEAR 80" MIN 36" MIN CLEAR ACCESSIBLE ROUTE 2'-3" 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 SHALL PROTRUDE NO MORE THAN 4" OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT FLOOR SHALL BE SLIP-RESISTANT SURFACE AND LEVEL WITH MAX 14 " CHANGE IN LEVEL BACK WALL 27" MAX CONTROLS SIDE WALL 6" MAX 6" MAX SIDE WALL BACK WALL 48" MAX CONTROLS 48" MAX TO HIGHEST OPERABLE PART 44" MAX 17" MAX 39" TO 41" 6" TO 12" MAX 17" TO 19" 7" TO 9" 2'-0" 39" TO 41" 1 1/2" MIN 34" MAX 29" MIN 27" MIN 12" MIN 17" 15"-18" SWITCHES THERMOSTAT FIRE ALARM OUTLETS (UNO) DRYER PAPER TOWEL DISPENSER PULL STATION MIRROR MOUNTED @ 40" AFF MAX TO BOTTOM OF REFLECTING SURFACE LAVATORY INSULATE HOT WATER & DRAIN PIPES 13 1 2" MIN PROJECTION FROM WALL URINAL 6" MAX DEPTH X 30" MIN WIDTH TOE CLEARANCE 8" MIN DEPTH X 30" MIN WIDTH KNEE SPACE 15" TO 48" AFF FOR OPERABLE OPENING W/O OBSTRUCTION FROM GRAB BAR VERTICAL SS GRAB BAR TOILET SEAT COVER DISPENSER SHALL BE MOUNTED 1 1 2" (MIN) BELOW GRAB RAIL 42" SS GRAB BAR 36" SS GRAB BAR 33" (EXCEPT @ TANK TOILETS, WHICH SHALL BE 36" NOTES: 1. TOP OF GRIPPING SURFACE 33" TO 36" MAX - SEE NOTES BELOW 2. 12" MINIMUM CLEAR ABOVE GRAB BAR TACTILE CHARACTERS 48" MIN TO 60" MAX 4" 3'-4" TO REFLECTIVE SURFACE CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA 2 1 1/4" - 1/2" 1/4" MAX 46" MAX 48" MAX WITH NO OBSTRUCTION TO REACH OVER 24" MAX 24" MAX 30" 34" MAX 46" MAX 10" MAX 30" 15" MIN 48" MAX WATER CLOSET : WATER CLOSETS SHALL BE 17" TO 19" AFF 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. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. SINK: SINK SHALL BE MOUNTED WITH THE RIM OR COUNTER NO HIGHER THAN 34" AFF 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. URINAL:S URINALS SHALL BE STALL-TYPE OR WALL HUNG WITH THE RIM AT A MAXIMUM OF 17" AFF AND A 30" X 48" CLEAR FLOOR SPACE. GRAB BARS : GRAB BARS SHALL BE 33" TO 36" AFF 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 REFLECTING SURFACE IS NO MORE THAN 40" AFF. PAPER TOWEL/DRYER : PAPER TOWEL/ DRYERS SHALL BE MOUNTED NO HIGHER THAN 48" AFF. SOAP DISPENSER : SOAP DISPENSERS SHALL BE MOUNTED NO HIGHER THAN 48" AFF. TOILET PAPER : TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN 36" MAX OF THE BACK WALL. TYPICAL ADA INFO TYPICAL MOUNTING HEIGHTS 1 1/2" = 1'-0" TOILET STALL DIMENSIONS 2 1/2" = 1'-0" SINK CLEAR SPACE 3 3/4" = 1'-0" URINAL CLEAR SPACE 4 3/4" = 1'-0" GRAB BAR DIMENSIONS 5 3" = 1'-0" ACCESSIBLE ROUTES 6 1/2" = 1'-0" VERTICAL CLEARANCES 7 1/2" = 1'-0" SHOWER STALL DIMENSIONS 8 1/2" = 1'-0" FLOOR TRANSITIONS 9 6" = 1'-0" REACH RANGES 10 1/4" = 1'-0" PERMIT SET 03.01.22 220034 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 2022, CURRAN ARCHITECTURE PROJECT INFORMATION CERTIFICATION ISSUE DATES F :: 317 . 288 . 0753 O :: 317 . 288 . 0681 INDIANAPOLIS, IN 46216 5719 LAWTON LOOP E. DR. #212 OWLSLEE BUILD OUT 2810 E 116TH STREET, SUITE 120 CARMEL, IN 46033 TYPICAL ACCESSIBILITY DETAILS A002 GYPSUM WALLBOARD @ EACH SIDE. EXTEND STUDS TO UNDERSIDE OF ROOF DECK AND GWB TO MIN OF 4" ABOVE ADJACENT CEILING LINE. 6" MTL STUDS @ 16" OC WITH ONE LAYER OF 5 8" GYPSUM WALLBOARD @ EACH SIDE. EXTEND STUDS AND GWB. TO UNDERSIDE OF ROOF DECK AND SEAL BETWEEN GWB AND DECK FOR FIRE RATED ASSEMBLY. 6" MTL STUDS @ 16" OC WITH 2 LAYERS OF 5 8" GYPSUM WALLBOARD @ EACH SIDE. EXTEND STUDS AND GWB. TO UNDERSIDE OF ROOF DECK AND SEAL BETWEEN GWB AND DECK FOR FIRE RATED ASSEMBLY. UNDERSIDE OF ROOF DECK A. NOTE: WALL HEIGHT AS MARKED ON PLANS IN CONJUNCTION WITH WALL TYPE SYMBOL WILL SUPERCEDE WALL HEIGHTS AS SHOWN ABOVE. SEE SYMBOLS LEGEND THIS SHEET. B. PROVIDE DEEP LEG DEFLECTION TRACK AT TOP OF ALL METAL STUD WALLS WHERE STUDS EXTEND TO UNDERSIDE OF ROOF DECK OR STRUCTURE ABOVE. C. USE MOLD AND MILDEW RESISTANT GYPSUM WALLBOARD ON ALL PLUMBING WALLS. USE 5/8" CEMENT BOARD INSTEAD OF GYP BOARD BEHIND ALL TILE FINISHES. D. BRACE METAL STUD WALLS TO TOP OF STRUCTURAL STEEL ELEMENTS-ABOVE CEILING PLANE. COORDINATE REQUIRED BRACE SPACING WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. E. REFER TO ROOM FINISH SCHEDULE FOR ALL FINISH SELECTIONS; CEILING TYPES AND HEIGHTS; AND TYPES, SIZES AND LOCATIONS ETC. F. ALL STUD WALLS CREATING A CONCEALED WALL SPACE TO HAVE FIREBLOCKING AT INTERVALS NOT EXCEEDING 10'-0" PER 718.2.2 IBC 2012 PROVIDE ELIMINATOR TRACK SCOPE NOTES ABBREVIATIONS DRAWINGS WALL TYPES NOT TO SCALE IN THE EVENT OF QUESTIONS REGARDING THE CONTRACT DOCUMENTS, SPECIFICATIONS, EXISTING CONDITIONS OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO BID SUBMITTAL AND PROCEEDING WITH ANY WORK IN QUESTION. THESE CONTRACT DOCUMENTS ARE INTENDED TO DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF OF ITS COMPONENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL WORK COMPLETED AND MATERIALS INSTALLED BE IN FULL COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES HAVING JURISDICTIONAL AUTHORITY OVER THE PROJECT. THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS TRADE. THEY ARE PERFORMANCE SPECIFICATIONS IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT IN THE CASE WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL WORK SHALL BE WARRANTED SATISFACTORY, IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, OR PRODUCT, WHICHEVER IS LONGER. ONLY COMPETENT MECHANICS CAPABLE OF PRODUCING GOOD WORKMANSHIP CUSTOMARY TO THE TRADE SHOULD BE USED. COMMENCING WORK BY A CONTRACTOR OR SUBCONTRACTOR CONSTITUTES ACCEPTANCE OF THE CONDITIONS AND SURFACES CONCERNED. IF ANY SUCH CONDITIONS ARE UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS AFFECTING THE PROJECT SCHEDULE AND SHALL, UPON REQUEST FROM THE OWNER, SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG LEAD ITEMS TO THE OWNER. ALL CONTRACTOR OR SUPPLIER REQUESTS FOR SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED, IN WRITING, ACCOMPANIED BY THE ALTERNATIVE PRODUCT INFORMATION, TO THE ARCHITECT, NO LATER THAT TEN (10) BUSINESS DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS SHALL ONLY BE CONSIDERED IF THEY DO NOT SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR WARRANTY. UNDER NO CIRCUMSTANCES WILL THE OWNER BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. REFER TO PLANS, SECTIONS AND DETAILS FOR ALL DIMENSIONAL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL SELECTED MATERIALS WHICH SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PRESERVE ALL PRINTED INSTRUCTIONS AND WARRANTY INFORMATION THAT IS PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND DELIVER SAID PRINTED MATTER TO THE OWNER AT THE TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL INSTRUCT THE OWNER IN THE PROPER USE OF THE EQUIPMENT FURNISHED BY THEIR TRADE. GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, PRIOR TO PUNCH LIST WALK THROUGH. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT FOR REVIEW. REVIEWED SHOP DRAWINGS AND SUBMITTALS BY OTHERS SHALL NOT BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR DRAWINGS, SCHEDULES, AND/OR SPECIFICATIONS FOR WORK ON THE PROJECT PREPARED BY OTHERS. THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, SUBMITTALS AND SAMPLES FOR CONFORMITY WITH THE CONTRACT DOCUMENTS AND RETURN THEM TO THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY THE OWNER. THE CONTRACTOR SHALL NOT REPRODUCE AND MARK UP ANY PART OF THE CONTRACT DOCUMENTS FOR SUBMITTAL AS A SHOP DRAWING. ANY SUCH SUBMITTAL WILL BE REJECTED. ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF THE SCOPE OF THE PROJECT. THE TIME REQUIRED FOR THIRD AND SUBSEQUENT REVIEWS OF A SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR TO THE ARCHITECT AT THE ARCHITECT'S STANDARD BILLING RATES, PLUS REIMBURSABLE EXPENSES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ANY EXISTING CONDITIONS AND ALL CRITICAL DIMENSIONS ASSOCIATED WITH THE PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM THAT ALL WORK OUTLINED WITHIN THE CONTRACT DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR TO BID OPENING. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED WHICH MAY AFFECT BUILDING CODE COMPLIANCE, LIFE SAFETY, ISSUANCE OF CERTIFICATE OF OCCUPANCY, OR COMPLETION OF THE PROJECT AS DIRECTED IN THE CONTRACT DOCUMENTS. NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS OTHERWISE APPROVED BY THE OWNER FOR WORK ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT ACCESSIBLE PRIOR TO CONSTRUCTION. 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 STRUCTURAL 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 1 360 OF THE STUD SPAN. FOR CANTILEVERS, THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE CANTILEVER SHALL BE LIMITED TO 1 180 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 HUMIDITY 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. ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED OTHERWISE. ACT ACOUSTICAL CEILING TILE ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ANOD ANODIZED APP APPROXIMATE ARCH ARCHITECT AWT ACOUSTICAL WALL TREATMENT BLDG BUILDING BLKG BLOCKING B.O. BOTTOM OF BOT BOTTOM BRG BEARING CAB CABINET CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION COL COLUMN CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CW COLD WATER DET, DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DWG(S) DRAWING(S) EA EACH EC EXPOSED CEILING EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIN FINISH FLR FLOOR FR FIRE RETARDANT FT FEET GA GAUGE GB GRAB BAR GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD HDWR HARDWARE HGT HEIGHT HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HVAC HEATING, VENTILATING, AIR CONDITIONING HW HOT WATER INSUL INSULATION JAN JANITOR JST JOIST JT JOINT KD KNOCKDOWN KIT KITCHEN LAM LAMINATE LAV LAVATORY LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAT MATERIAL MAX MAXIMUM MB MARKER BOARD MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NR NOT RATED OC ON CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OTO OUT TO OUT PLAS LAM PLASTIC LAMINATE PLWD PLYWOOD PS PROJECTION SCREEN QT QUARRY TILE R RISER RA RETURN AIR RB RESILIENT BASE RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REQD REQUIRED RO ROUGH OPENING SA SUPPLY AIR SCHED SCHEDULE SCMD SOLID CORE METAL DOOR SCWD SOLID CORE WOOD DOOR SEC SECTION SF SQUARE FOOT SIM SIMILAR SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED TB TACK BOARD TEL TELEPHONE TLT TOILET T.O. TOP OF TRTD TREATED TV TELEVISION TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD VT VINYL TILE W/ WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WH WATER HEATER WP WORKING POINT PERMIT SET 03.01.22 220034 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 2022, CURRAN ARCHITECTURE PROJECT INFORMATION CERTIFICATION ISSUE DATES F :: 317 . 288 . 0753 O :: 317 . 288 . 0681 INDIANAPOLIS, IN 46216 5719 LAWTON LOOP E. DR. #212 OWLSLEE BUILD OUT 2810 E 116TH STREET, SUITE 120 CARMEL, IN 46033 SCOPE NOTES & WALL TYPES A001 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 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 & M OCCUPANCY (TENANT SPACE) CLASSIFICATION (302.1): M ACCESSORY USES (508.2.1): N/A NON-SEPARATED USES (508.3.2): N/A SEPARATED USES (508.3.3): N/A AUTOMATIC SPRINKLER SYSTEM SPRINKLER SYSTEM REQUIRED (903): YES SPRINKLER SYSTEM PROVIDED: YES ALLOWABLE BUILDING HEIGHT TABULAR HEIGHT (503): 40' ALLOWABLE BUILDING AREA TABULAR AREA (503): 8500 BUILDING AREA INCREASE INCREASE FOR SPRINKLERED BUILDING (506.3): 300% UNLIMITED AREA (507): N/A FRONTAGE INCREASE (506.2): N/A lf = (F/P - .25) x W / 30 TOTAL ALLOWABLE AREA WITH INCREASES: 34,000 Aa = At + (At x lf) + (At x ls) Aa = FILL IN ACTUAL BUILDING HEIGHT AND AREA BUILDING AREA: 7350 SF BUILDING HEIGHT (FEET / # FLOORS): 30' / 1 FLR TENANT SPACE 1304 SF TABULAR OCCUPANT LOAD (1004.1.2) OCCUPANT LOAD FACTOR: 1/30 SQUARE FOOTAGE / OCCUPANT LOAD FACTOR: 1304 / 30 TOTAL OCCUPANTS: 44 ACTUAL OCCUPANT LOAD (1004.1.2) 44 FIRE RESISTIVE REQUIREMENTS (601 AND 602) CONSTRUCTION TYPE: 11-B STRUCTURAL FRAME: NR EXTERIOR BEARING WALLS: NR INTERIOR BEARING WALLS: NR EXTERIOR NON-BEARING WALLS: NR INTERIOR NON-BEARING WALLS NR FLOOR CONSTRUCTION: NR ROOF CONSTRUCTION: NR SHAFTS: 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): EXIST 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): .15 REQUIRED MINIMUM WIDTH FROM SPACE (1005.1): 6.6 MINIMUM NUMBER OF EXITS (1015): 2 ACTUAL NUMBER OF EXITS: 2 ACTUAL WIDTH OF EXITS: 72" ALLOWABLE TRAVEL DISTANCE (1016.2): 250' CORRIDOR CONSTRUCTION (1018.1): N/R MINIMUM CORRIDOR WIDTH (1018.2): 44" MAXIMUM DEAD END CORRIDOR (1018.4): 20' CODE ANALYSIS SYMBOLS (NOT ALL MAY APPLY) KEYED NOTE WINDOW OR GLAZED OPENING TAG IF WINDOW - W# IF STOREFRONT - SF# IF CURTAINWALL - CW# ACCESSORY TAG EQUIPMENT TAG FINISH TAG ROOM TAG ELEVATION TAG - INTERIOR OR EXTERIOR SECTION CUT AT AREAS SHOWN SMALL SCALE ENLARGED PLAN ELEVATION TARGET. FINISHED FLOOR = 0'-0" UNO REVISION PLAN OR TRUE NORTH BATT INSULATION - WIDTH OF FRAMING UNO FIRE EXTINGUISHER IN SEMI-RECESSED CABINET PROVIDED / INSTALLED BY GC SURFACE MOUNTED FIRE EXTINGUISHER PROVIDED / INSTALLED BY GC DOOR WITH DOOR NUMBER WINDOW OR GLAZED OPENING STUD FRAMED WALL - REFER TO INDEX SHEET FOR INFORMATION CMU WALL - REFER TO SECTIONS AND DETAILS BRICK WALL - REFER TO SECTIONS AND DETAILS CONCRETE WALL - REFER TO SECTIONS AND DETAILS EIFS OVER SUBSTRATE - REFER TO SECTIONS FOR WIDTH AND PROFILE EXISTING DOOR - REFER TO DOOR SCHEDULE EXISTING FRAMED WALL EXISTING WINDOW WITH SILL AND / OR STOOL DEMO'D DOOR DEMO'D WALL WALL TYPE WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT, SEE WALL TYPES THIS SHEET # # # # XXX ROOM NAME ### X AXXX X AXXX X AXXX XXX' - X" XXX # N FE FE 100 W# 12' COVER ARCHITECTURAL A001 INDEX A002 TYPICAL ACCESSIBILITY DETAILS A101 OVERALL FLOOR PLAN & ENLARGED FLOOR PLAN A110 REFLECTED CEILING PLAN A601 DOOR SCHEDULE