Loading...
HomeMy WebLinkAboutIndexSCOPE 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 REFER TO PROJECT MANUAL WHEN APPLICABLE FOR CONTRACT DOCUMENTS SPECIFICATIONS EXISTING AS TH FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF OTHERS SHALL NOT BE CONSIDERED AS PART OF OTHERS C RED ADDITIONAL REQUIREMENTS AND DIRECTIONS. CONDITIONS OR DESIGN INTENT, THE CONTRACTOR WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. THE CONTRACT DOCUMENTS. THE ARCHITECT ALL INTERIOR FINISHES SHALL COMPLY WITH SHALL BE RESPONSIBLE FOR OBTAINING THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS, CHAPTER EIGHT (8) OF THE 2012 INTERNATIONAL CLARIFICATION FROM THE ARCHITECT PRIOR TO BID FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS SCHEDULES, Al SPECIFICATIONS FOR WORK BUILDING CODE WITH INDIANA AMENDMENTS. 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 LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, AND THEIR CONNECTIONS SHALL ENGINEERED BY A THESE CONTRACT DOCUMENTS ARE INTENDED TO LEAD ITEMS TO THE OWNER. SUBMITTALS AND SAMPLES FOR CONFORMITY WITH PROFESSIONAL ENGINEER LICENSED IN THE STATE DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE CONTRACT DOCUMENTS AND RETURN THEM TO WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE ALL CONTRACTOR OR SUPPLIER REQUESTS FOR THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY AND CALCULATIONS SUBMITTED FOR REVIEW. OF ITS COMPONENTS. IT IS THE CONTRACTOR'S SUBMITTED, IN WRITING, ACCOMPANIED BY THE THE OWNER. RESPONSIBILITY TO INSURE THAT ALL WORK ALTERNATIVE PRODUCT INFORMATION, TO THE STEEL REQUIRED i0 TRANSMIT GRAVITY Al LATERAL COMPLETED AND MATERIALS INSTALLED BE IN FULL ARCHITECT, NO LATER THAT TEN (10) BUSINESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS UP ANY PART OF THE CONTRACT DOCUMENTS FOR DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD CODES, REGULATIONS, AND ORDINANCES HAVING SHALL ONLY BE CONSIDERED IF THEY DO NOT SUBMITTAL AS A SHOP DRAWING. ANY SUCH SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. JURISDICTIONAL AUTHORITY OVER THE PROJECT. SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR SUBMITTAL WILL BE REJECTED. METAL STUDS SHALL BE DESIGNED TO SUPPORT THE WARRANTY. UNDER NO CIRCUMSTANCES WILL THE ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL THE WEIGHT OF THE MATERIALS ATTACHED TO THE 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 METAL STUDS. METAL STUDS SHALL BE DESIGNED USING TRADE. THEY ARE PERFORMANCE SPECIFICATIONS EQUAL QUALITY TO THE PRODUCT SPECIFIED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED UNDER CIRCUMSTANCES SHALL THE CONTRACTOR FOR THIRD AND SUBSEQUENT REVIEWS OF A INTERNATIONAL BUILDING CORE, 2012 EDITION. NO ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR INCREASE IN ALLOWABLE STRESS ALLOWED, STRICT CONFORMANCE i0 THE MANUFACTURER'S REFER TO PLANS, SECTIONS AND DETAILS FOR ALL TO THE ARCHITECT AT THE ARCHITECT'S STANDARD DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED RECOMMENDED SPECIFICATIONS, EXCEPT IN THE DIMENSIONAL INFORMATION. BILLING RATES, PLUS REIMBURSABLE EXPENSES. TO TO OF THE STUD SPAN. FOR CANTILEVERS. THE CASE WHERE THE CONTRACT DOCUMENTS ARE MORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE STRINGENT. ANY MISCELLANEOUS ITEMS OR INSTALLATION OF ALL SELECTED MATERIALS WHICH VERIFICATION OF ANY EXISTING CONDITIONS AND ALL CANTILEVER SHALL BE LIMITED TO & OF THE MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE CRITICAL DIMENSIONS ASSOCIATED WITH THE CANTILEVER DIMENSION. FOR PROPER INSTALLATION SHALL BE FURNISHED FIN AL ACCEPTANCE, UNLESS OTHERWISE NOTED. PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM AND INSTALLED BY THE CONTRACTOR. THAT ALL WORK OUTLINED WITHIN THE CONTRACT METAL STUD MANUFACTURER SHALL DETERMINE FINAL ALL WORK SHALL BE WARRANTED SATISFACTORY, IN THE CONTRACTOR SHALL PRESERVE ALL PRINTED DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR LAYOUT AND GAUGE OF STUDS TO MEET THE MATERIALS AND WORKMANSHIP FOR A PERIOD OF INSTRUCTIONS AND WARRANTY INFORMATION THAT IS TO BID OPENING. THE CONTRACTOR SHALL NOTIFY ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY PROVIDED WITH EQUIPMENT OR MATERIALS USED. AND THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, DELIVER SAID PRINTED MATTER TO THE OWNER AT THE WHICH MAY AFFECT BUILDING CODE COMPLIANCE, GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH OR PRODUCT, WHICHEVER IS LONGER. ONLY TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR LIFE SAFETY, ISSUANCE OF CERTIFICATE OF RELATIVE HUMIIDITY PROVIDE FASTENERS AND COMPETENT MECHANICS CAPABLE OF PRODUCING SHALL INSTRUCT THE OWNER IN THE PROPER USE OCCUPANCY, OR COMPLETION OF THE PROJECT AS ANCHORAGES WITH A HOT DIP ZINC COATING OF C90 GOOD WORKMANSHIP CUSTOMARY TO THE TRADE OF THE EQUIPMENT FURNISHED BY THEIR TRADE. DIRECTED IN THE CONTRACT DOCUMENTS. COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS SHOULD BE USED. COMMENCING WORK BY A GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. CONTRACTOR OR SUBCONTRACTOR CONSTITUTES CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN ACCEPTANCE OF THE CONDITIONS AND SURFACES PRIOR TO PUNCH LIST WALK THROUGH. OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED CONCERNED. IF ANY SUCH CONDITIONS ARE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF OTHERWISE APPROVED BY THE OWNER FOR WORK FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT ACCESSIBLE PRIOR TO CONSTRUCTION. ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. FOR REVIEW. ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED OTHERWISE. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel DATE: 08/19/19 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 CONIC 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 N 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 ): OCCUPANCY (TENANT SPACE) CLASSIFICATION (302.1 ): ACCESSORY USES (508.2.1 ): NON -SEPARATED USES (508.3.2): SEPARATED USES (508.3.3): CONSTRUCTION CLASSIFICATION (602): TABULAR OCCUPANT LOAD (1004.1.2) OCCUPANT LOAD FACTOR: 0, SHELL BUILDING ACTUAL OCCUPANT LOAD (I004.I.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 A-2 FIRE RESISTANCE RATED CONSTRUCTION (704. 601, 602) A-2 RATED EXTERIOR WALLS: N/A FIRE SEPARATION DISTANCE: N/A N/A UNPROTECTED OPENING AREA N/A N/A N/A INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803) SEE FINISH SCHEDULE FOR MATERIALS II-B ALL MATERIALS ARE CLASS A RATED AUTOMATIC SPRINKLER SYSTEM SPRINKLER SYSTEM REQUIRED (903): NO SPRINKLER SYSTEM PROVIDED: YES ALLOWABLE BUILDING HEIGHT TABULAR HEIGHT (503): 55'-0"/2 STORIES ALLOWABLE BUILDING AREA TABULAR AREA (503): 9,5DO SF '1E111DIIMCI 11:01D14111:li= 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: 45,125 An = 9500 + (9500 x 0.75) + (9500 x 3) An = 45,125 ACTUAL BUILDING HEIGHT AND AREA BUILDING AREA: 5,151 BUILDING HEIGHT (FEET// FLOORS): 27'-10'/l STORY FIRE PROTECTION SYSTEMS STANDPIPE SYSTEM (905): N/A PORTABLE FIRE EXTINGUISHERS (906.1 ): BY TENANT 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). N/A MINIMUM NUMBER OF EXITS (1015): N/A ACTUAL NUMBER OF EXITS: 4 ACTUAL WIDTH OF EXITS; 180" 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): 20' UON UNLESS OTHERWISE NOTED UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VC VINYL TILE W/ WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WH WATER HEATER WP WORKING POINT DRAWINGS INDEX COVER INDEX SHEET CIVIL C2.1 SITE PLAN STRUCTURAL F1.1 FOUNDATION PLAN F2.1 FOUNDATION DETAILS 51.1 ROOF FRAMING PLAN S1.2 LINTEL FRAMING PLAN S2.1 SECTIONS & DETAILS S2.2 SECTIONS & DETAILS ARCHITECTURAL AIA FLOOR PLAN AND LIFE SAFETY PLAN A2.1 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A5.3 WALL SECTIONS A5.4 WALL SECTIONS A5.5 WALL SECTIONS A5.6 DETAILS ASA DOOR SCHEDULE AND STOREFRONT ELEVATIONS ELECTRICAL E-Q.1 ELECTRICAL PANEL SCHEDULES & DETAILS E-0.2 ELECTRICAL LEGENDS, ABBREVIATIONS & SPECIFICATIONS E-0.3 ELECTRICAL PLAN MECHANICAL M-0.1 SHELL MECHANICAL LEGEND, DETAILS & ABBREVIATIONS M-0.2 MECHANICAL SPECIFICATIONS M-0.3 MECHANICAL PLAN PLUMBING P-0.1 PLUMBING DETAILS & SCHEDULES P-02 OVERALL PLUMBING PLAN 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 EDIFIED. X IF WINDOW - W?. 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 ENLARGED PLAN. INDIANAPOLIS IN 46216 I/l^J,� O :: 317. 288 .06,81 V X4 xx� IF :: 317. 288. 0753 ELEVATION TARGET. %%%%% 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. WfH 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. 100 DOOR WITH DOOR NUMBER. o WINDOW OR GLAZED OPENING LADDER. REFER TO SECTIONS AND NOTES • WH WALL HYDRANT IF EXTERIOR HBHOSE BIB IF INTERIOR ® METAL STUD FRAMED WALL. REFER TO INDEX SHEET FOR INFO. ® 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. THIS DRAWING AND THE IDEAS, DESIGNS ® EXISTING WINDOW WITH SILL Al STOOL. AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY DEMO'D DOOR. OF CURRAN ARCHITECTURE, AND ME NOT TO BE USED qi REPRODUCED. WHOLE qi IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHTEC URE ----- DEMOB WALL. © coPmK.Hriolv.nraa4HaewrlEnuPE WI WALL TYPE " • •' • f 12' WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT, SEE WALL TYPES THIS SHEET. WESTON POINTE RESTAURANT 4425 WESTON POINTEDRIVE CARMEL, INDIANA CARMEL RESUBMITTAL 04,07,17 PERMIT SET 07,17,17 2Q PERMIT SET 05.21.19 Q PERMIT SET 05,21.19 P01NtE=� Q170026 PROJECT LOCATION N INDEX (N KEY PLAN