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HomeMy WebLinkAboutA0.1 IndexSCOPE NOTES IN THE EVENT OF QUESTIONS REGARDING THE Q THE HA R P N F R E LL EE 0 SECT 0 R SHOP RA A SUBMITTALS Y S O DRAWINGS NO LS B CONTRACT DOCUMENTS SPECIFICATIONS EXISTING AS TH FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF OTHERS NOT BE CONSIDERED AS PART OF OTHERS C RED CONDITIONS DESIGN INTENT, THE CONTRACTOR WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. THALL THE CONTRACT DOCUMENTS. THE ARCHITECT S SHALL BE RESPONSIBLE FOR OBTAINING THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS, CLARIFICATION FROM THE ARCHITECT PRIOR TO BID FOR ADVISING THE OWNER OFALL LONG LEAD ITEMS SCHEDULES, AND/OR SPECIFICATIONS FOR WORK SUBMITTAL AND PROCEEDING WITH ANY WORK AFFECTING THE PROJECT SCHEDULE AND SHALL. ON THE PROJECT PREPARED BY OTHERS. IN QUESTION. UPON REQUEST FROM THE OWNER, SUBMIT ORDER CONFIRMATIONS DELIVERY DATES FOR SUCH LONG THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, THESE CONTRACT DOCUMENTS ARE INTENDED TO ITEMSTO TANDHE LEAD ITEMS i0 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 REAL PROPERTY IMPROVEMENTS, INCLUDING THE THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY OF ITS COMPONENTS. IT IS THE CONTRACTOR'S SUBMITTED, ACCOMPANIED BY THE IN WRITING, THE OWNER. RESPONSIBILITY i0 INSURE THAT ALL WORK ALTERNATIVE PRODUCT INFORMATION, i0 THE COMPLETED AND MATERIALS INSTALLED BE IN FULL ARCHITECT, NO LATER THAT TEN BUSINESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK COMPLIANCE MINIMUM, WITH ALL APPLICABLE DAYS, PRIOR TO BID OPENING DATE.TE. SUBSTITUTIONS UP ANY PART OF THE CONTRACT DOCUMENTS FOR TIONS, AND ORDINANCES HAVING CODES, REGULATIONS, SHALL ONLY BE CONSIDERED IF THEY NOT SUBMITTAL A SHOP DRAWING. ANY SUCH JURISDICTIONAL AUTHORITY OVER THE PROJECT. SACRIFICE DUALITY, FUNCTIONALITY, APPEARANCE SUBMITTAL WILL REJECTED. WILL WARRANTY. UNDER NO CIRCUMSTANCES WILL THEE ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS PROPOSED FOR SUBSTITUTION IS OR IS NOT OF REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF TRADE. THEY ARE PERFORMANCE SPECIFICATIONS EQUAL QUALITY TO THE PRODUCT SPECIFIED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR FOR THIRD AND SUBSEQUENT REVIEWS OF A ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR STRICT CONFORMANCE TO THE MANUFACTURER'S REFER TO PLANS, SECTIONS AND DETAILS FOR ALL TO THE ARCHITECT AT THE ARCHITECT'S STANDARD RECOMMENDED SPECIFICATIONS, EXCEPT IN THE DIMENSIONAL INFORMATION. BILLING RATES, PLUS REIMBURSABLE EXPENSES. 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 SPECIFICALLY 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. 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. OF 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 UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT NOTIFIED IMMEDIATELY, AND NO WORK SHALL ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT ACCESSIBLE PRIOR TO CONSTRUCTION. PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. FOR REVIEW. 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 TIT OF THE STUD SPAN. FOR CANTILEVERS. THE DEFLECTION DUE TO LATERAL LOAD III THE END OF THE CANTILEVER SHALL BE LIMITED TO II 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 C90 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. 6" MTL STUDS • 16" O.C. 6" MTL STUDS • 11 OC, WITH 2 LAYERS OF i" WITH ONE LAYER OF ps" GYPSUM BOARD Q EACH GYPSUM BOARD ® EACH SIDE. EXTEND STUDS AND SIDE, EXTEND STUDS AND GYP BD. TO UNDERSIDE OF GYP BD. TO UNDERSIDE OF ROOF DECK AND SEAL ROOF DECK AND SEAL BETWEEN GYP BD AND BETWEEN GYP BD AND DECK FOR FIRE RATED DECK FOR FIRE RATED ASSEMBLY. ASSEMBLY. PROVIDE SOUND BATTS PROVIDE SOUND BATTS INSULATION TO MATCH WALL INSULATION TO MATCH WALL WIDTH AT WALL TYPE W5A WIDTH AT WALL TYPE W4A ONLY. ONLY. TYPE W2 TYPE W I TYPE W2A TYPE WIA (PROVIDE TWO HOUR RATED (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY UNDERWRITERS LABORATORY WALL ASSEMBLY U411 OR WALL ASSEMBLY U465 OR EQUAL) EQUAL) 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 TOP OF ALL METAL STUD WALLS WHERE STUDS EXTEND TO UNDERSIDE OF ROOF DECK OR STRUCTURE ABOVE. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel DATE: 08/19/19 BRACE METAL STUD WALLS TO TOP OF STRUCTURAL STEEL ELEMENTS -ABOVE CEILING PLANE. COORDINATE REQUIRED BRACE SPACING WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. ALL STUD WALLS CREATING A CONCEALED WALL SPACE TO HAVE FIREBLOCKING AT INTERVALS NOT EXCEEDING 10'-0" PER 718.2.2 IBC 2012 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 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 GA GAUGE CAB CABINET GB GRAB BAR OT QUARRY TILE CAR CARPET GWB GYPSUM WALLBOARD R RISER CJ CONTROL JOINT RA RETURN AIR CL CENTER LINE HDWR HARDWARE RB RESILIENT CMU CONCRETE MASONRY UNIT HM HOLLOW METAL BASE COL COLUMN HORIZ HORIZONTAL REF REFERENCE CONC CONCRETE HVAC HEATING, VENTILATING, AIR COND. REFR REFRIGERATOR REDD REQUIRED CONST CONSTRUCTION HW HOT WATER RO ROUGH OPENING CONT CONTINUOUS CT CERAMIC TILE JST JOIST SA SUPPLY AIR CW COLD WATER JT JOINT SCHED SCHEDULE DET DETAIL KIT KITCHEN SEC SECTION OF DRINKING FOUNTAIN LAM LAMINATE SIM SIMILAR DIM DIMENSION LAV LAVATORY SPECS SPECIFICATIONS DRWGS DRAWINGS LLH LONG LEG HORIZONTAL SF SQUARE FOOT EA LLV LONG LEG VERTICAL SA SUPPLY AIR EACH SS STAINLESS STEEL EC EXPOSED CEILING MAS MASONRY STD STANDARD EJ EXPANSION JOINT MAX MAXIMUM EIFS EXTERIOR INSU. FINISH SYSTEM MIS MARKER BOARD STL STEEL EL ELEVATION MECH MECHANICAL SUSP SUSPENDED 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 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 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 ACw]➢FiL'OHIILw]➢ CLASSIFICATION (602): II-B AUTOMATIC SPRINKLER SYSTEM SPRINKLER SYSTEM REQUIRED (903): NO SPRINKLER SYSTEM PROVIDED: NO ALLOWABLE BUILDING HEIGHT TABULAR HEIGHT (503): 55'-0"/2 STORIES ALLOWABLE BUILDING AREA TABULAR AREA (503): 12.500 SF BUILDING AREA INCREASE INCREASE FOR SPRINKLERED BUILDING (506.3): Ox UNLIMITED AREA (507): N/A FRONTAGE INCREASE (506.2): 0.75 If = (F/P-.25)xW/30 TOTAL ALLOWABLE AREA WITH INCREASES: 21,875 SF A0 = 12500 + 12500 x .75) + 0 ZL Aa = 21875 ACTUAL BUILDING HEIGHT AND AREA BUILDING AREA 13.858 J BUILDING HEIGHT (FEET/1 FLOORS): 27'-10"/I STORY FIRE AREA /1: 2,270 FIRE AREA a2: 11,680 TABULAR OCCUPANT LOAD NOD4.1.2) OCCUPANT LOAD FACTOR: 0, SHELL BUILDING ACTUAL OCCUPANT LOAD NOD4.1.2) SQUARE FOOTAGE/OCCUPANT LOAD FACTOR: N/A TOTAL OCCUPANTS: N/A FIRE RESISTIVE REQUIREMENTS (601 AND 602) CONSTRUCTION TYPE: II-B STRUCTURAL FRAME: N/A EXTERIOR BEARING WALLS: N/A INTERIOR BEARING WALLS: N/A EXTERIOR NON -BEARING WALLS: N/A INTERIOR NON -BEARING WALLS: N/A FLOOR CONSTRUCTION: N/A ROOF CONSTRUCTION: N/A SHAFTS: N/A FIRE RESISTANCE RATED CONSTRUCTION (704, 601. 1 RATED EXTERIOR WALLS: N/A FIRE SEPARATION DISTANCE: N/A UNPROTECTED OPENING AREA N/A INTERIOR WALLAND CEILING FINISH REQUIREMENTS (803) SEE FINISH SCHEDULE FOR MATERIALS ALL MATERIALS ARE CLASS A RATED 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 DRAWING INDEX COVER INDEX SHEET CIVIL C2.1 SITE PLAN STRUCTURAL FLI FOUNDATION PLAN F2.1 FOUNDATION DETAILS S1.1 ROOF FRAMING PLAN S1.2 LINTEL FRAMING PLAN S2.1 SECTIONS & DETAILS S2.2 SECTIONS & DETAILS ARCHITECTURAL AI.1 FLOOR PLAN A2.1 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A5.3 WALL SECTIONS ASA WALL SECTIONS A&5 WALL SECTIONS A5.6 DETAILS A&I DOOR SCHEDULE AND STOREFRONT ELEVATIONS o cryi E-LO ELECTRICAL PANEL SCHEDULES E-LI ELECTRICAL DETAILS E-2.0 ELECTRICAL LEGENDS, ABBREVIATIONS & SPECIFICATIONS E-3.0 SHELL ELECTRICAL PLAN MCrLJATJIr AI M-0.1 SHELL MECHANICAL LEGEND, DETAILS FIRE PROTERION SYSTEMS & ABBREVIATIONS STANDPIPE SYSTEM (905): N A / M-0.2 SHELL MECHANICAL SPECIFICATIONS M-0.3 SHELL MECHANICAL PLAN PORTABLE FIRE EXTINGUISHERS (906.1 ): BY TENANT PLUMBING FIRE ALARM AND DETECTION SYSTEMS (907): N/A P-0.1 SHELL PLUMBING DETAILS & SCHEDULES SMOKE CONTROL SYSTEMS (909): N/A P-0.2 OVERALL PLUMBING PLAN P-0.3 SHELL OVERALL PLUMBING ROOF PLAN SMOKE AND HEAT VENTS (9101 N/A EGRESS MINIMUM WIDTH FACTOR (1005.1): .15 REQUIRED MINIMUM WIDTH FROM SPACE (100i N/A MINIMUM NUMBER OF EXITS (1015): N/A ACTUAL NUMBER OF EXITS: 14 ACTUAL WIDTH OF EXITS: 612" ALLOWABLE TRAVEL DISTANCE (1016.2): 250' CORRIDOR CONSTRUCTION (1018.1): N/A MINIMUM CORRIDOR WIDTH (1018.2): N/A MAXIMUM DEAD END CORRIDOR (1018.4): 50' SYMBOLS (NOT ALL MAY APPLY) Nklem KEYED NOTE T SHEET H H O REFER O S EE WHERE SHOWN. WINDOW OR GLAZED OPENING TAG. SEE SCHED. X IF WINDOW - L IF STOREFRONT - SF?, O v TAI A IF CUR NW u - CW. In ACCESSORY TAG. SEE ENLARGED TOILET PLANS. AL mim BUILDING SECTION CUT. xXXx xxxx ELEVATION TAG - INTERIOR OR EXTERIOR. CURRAN = XX ARCHITECTURE SECTION CUT AT AREAS SHOWN SMALL SCALE X/xxx 5719 LAWTON LOOP E. DR. #212 0 ENLARGED PLAN. INDIANAPOLIS IN 46216 O :: 317.288.0681 %4 %% ELEVATION TARGET. IF :: 317. 288. 0753 %%%%% 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. IW7W ROOM TAG. REFER TO ROOM FINISH SCHEDULE ROOM NAME F.E. FIRE EXTINGUISHER IN SEMI -RECESSED CABINET PROVIDED/INSTALLED BY GC. SURFACE MOUNTED FIRE EXTINGUISHER O PROVIDED/INSTALLED BY C.C. F.E. 7 DOOR WITH DOOR NUMBER. o WINDOW OR GLAZED OPENING Ix� LADDER. REFER TO SECTIONS AND NOTES WH WALL HYDRANT IF EXTERIOR HBHOSE BIB IF INTERIOR uT ITUT „" METAL STUD FRAMED WALL. REFER TO o�PNd,rCU4'9°' INDEX SHEET FOR INFO. °y`t'; AF,,S <0'... 9. ( CMU WALL. REFER TO SECTIONS AND DETAILS ° iv0 === • AR19600043 • _- BRICK WALL. REFER TO SECTIONS AND DETAILS sTnw OF EIFS OVER SUBSTRATE. REFER TO ', ,q rv01Axa SECTIONS FOR WIDTH AND PROFILE. 1 7 EXISTING DOOR. REFER TO DOOR SCHEDULE EXISTING FRAMED WALL. ® EXISTING WINDOW WITH SILL AND/OR STOOL. THIS DRAWING AND THE IDEAS DESIGNSAND CONCEPTS CONTAINED HEREIN ARE THE INCLUSIVE INTELLECTUAL PROPERTY DEMO'D DOOR. OFCURRANARCHITECTUREANDARENOT TO BE USED OR REPRODUCED. WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE - - - - - DEMOB WALL. © C0MiGHT10Te.CURP /RcHTCCTURE WI WALL TYPE " • •' • IIIIIIIIIIIIT- 12' WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT. SEE WALL TYPES THIS SHEET. WESTON POINTE RETAIL WESTON POINTE DRIVE 4455 WESTON POINTE DRIVE CARMEL, INDIANA CARMEL RESUBMITTAL 04,07,17 CARMEL COMMENTS O4,27,17 PERMIT SET 07,17,17 0 PERMIT SET 05,21.19 P01NTE=� IE 160273 PROJECT LOCATION N INDEX (N KEY PLAN