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Home My WebLink About06080001.2ABBREVIATIONS AFF ABOVE FINISHED FLOOR FD ACT ACOUSTICAL CEILING TILE FIN APP APPROXIMATE FLR ARCH ARCHITECT FT AWT ACOUSTICAL WALL TREATMENT FD BLKG BLOCKING FE B.O. BOTTOM of FEC BOT BOTTOM VT FIRE EXTINGUISHER CABINET PLWD GA CAB CABINET GB CAR CARPET GWB CJ CONTROL JOINT WB CL CENTER LINE HDWR CMU CONCRETE MASONRY UNIT HM COL COLUMN HORIZ CONC CONCRETE HVAC CONST CONSTRUCTION HW CONT CONTINUOUS REF CT CERAMIC TILE JST CW COLD WATER JT DET DETAIL KIT DF DRINKING FOUNTAIN LAM DIM DIMENSION LAV DRWGS DRAWINGS LLH EA EACH LLV EC EXPOSED CEILING MAS Ed EXPANSION JOINT MAX EIFS EXTERIOR INSU. FINISH SYSTEM MB EL ELEVATION MECH EL ELEVATION MEZZ ENG ENGINEER MFR EXIST EXISTING MIN EXP EXPANSION M.O. EXT EXTERIOR A -000 FLOOR DRAIN OD OUTSIDE DIAMETER UON FINISH OPNG OPENING UR FLOOR OPP OPPOSITE SIMILAR FEET OH OPPOSITE HAND VCT FLOOR DRAIN OTO OUT. TO OUT VERT FIRE EXTINGUISHER PLAS LAM PLASTIC LAMINATE VT FIRE EXTINGUISHER CABINET PLWD PLYWOOD MARKER BOARD STL PS PROJECTION SCREEN W�0 GAUGE MEZZANINE TB WB GRAB BAR QT QUARRY TILE WC GYPSUM WALLBOARD R RISER WD HARDWARE RA RETURN AIR WH HOLLOW METAL RB RESILIENT BASE WP HORIZONTAL REF REFERENCE SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE HEATING, VENTILATING, AIR COND. REFR REFRIGERATOR W000 BASE OF ITS COMPONENTS. IT IS THE CONTRACTOR'S READ REQUIRED AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS HOT WATER RO ROUGH OPENING ALTERNATIVE PRODUCT INFORMATION, TO THE JOIST SA SUPPLY AIR JOINT SCHED SCHEDULE KITCHEN SEC SECTION LAMINATE SIM SIMILAR LAVATORY SPECS SPECIFICATIONS LONG LEG HORIZONTAL SF SQUARE FOOT LONG LEG VERTICAL SA SUPPLY AIR MASONRY SS STAINLESS STEEL MAXIMUM STD STANDARD MARKER BOARD STL STEEL MECHANICAL SUSP SUSPENDED MEZZANINE TB TACK BOARD MANUFACTURER TEL TELEPHONE MINIMUM T.O. TOP OF MASONRY OPENING TV TELEVISION AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A TYP TYPICAL TYPE WS (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY) TYPE W4 (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY) TYPE W3 1a�1 W2 TYPE W 1 TYPE W I A UNDERSIDE OF ROOF DECK - B.O. STRUCTURE - CEILING LINE SEE REFLECTED CEILING PLAN FOR HEIGHT. FIN. FLOOR NOTE; WALL HEIGHT AS MARKED ON A1.1 IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FINISH SCHEDULE FOR ALL PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF WITH WALL WALL TYPE GENERAL NOTES S PERC DTEOWALL HEIGHTS ASESH SYMBOL SHOWN ABOIVE. WPRODUCTDMUST BEREEQUAL TO DUR CK" AS HEIGHTS; AND TYPES, SIZES ANDPOCATIONS STUDSPEXTEND 0 UNDERSIDE OF ROOF DECK PLANE.T000RDINATE REQUIRED BRACE SPACING SEE SYMBOLS LEGEND THIS SHEET. MANUFACTURED BY 'USG CORP'. ETC. OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. WALL TYPES NO SCALE FIRE EXTINGUISHER IN SEMI - RECESSED SCOPE NOTES - SYMBOLS - IN THE EVENT OF QUESTIONS REGARDING THE CONTRACT DOCUMENTS, SPECIFICATIONS, EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING REVIEWED SHOP DRAWINGS AND SUBMITTALS BY REFER TO PROJECT MANUAL FOR ADDITIONAL (NOT ALL MAY APPLY) UNLESS OTHERWISE NOTED CONDITIONS OR DESIGN INTENT, THE CONTRACTOR HIMSELF WITH THE PROJECT SCOPE OF WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. OTHERS SHALL NOT BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. THE ARCHITECT REQUIREMENTS AND DIRECTIONS. KEYED NOTE ® URINAL SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO BID THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS ALL INTERIOR FINISHES SHALL COMPLY WITH REFER SHEET WHERE SHOWN. VINYL COMPOSITION TILE SUBMITTAL AND PROCEEDING WITH ANY WORK FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS AFFECTING THE PROJECT SCHEDULE AND SHALL, SCHEDULES, AND /OR SPECIFICATIONS FOR WORK ON THE PROJECT PREPARED BY OTHERS. CHAPTER EIGHT (8) OF THE 2000 INTERNATIONAL BUILDING CODE WITH INDIANA X WINDOW OR GLAZED OPENING TAG. SEE SCHED. O VERTICAL IN QUESTION. UPON REQUEST FROM THE OWNER, SUBMIT ORDER GYP BD. TO UNDERSIDE OF OF 4" ABOVE ADJACENT AMENDMENTS. IF WINDOW - W ?, IF STOREFRONT - SF ?, VINYL TILE THESE CONTRACT DOCUMENTS ARE INTENDED TO CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS IF CURTAINWALL - CW? UNDERSIDE OF ROOF DECK. DESCRIBE ONLY THE SCOPE AND APPEARANCE OF LEAD ITEMS TO THE OWNER. SUBMITTALS AND SAMPLES FOR CONFORMITY WITH AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A ID ACCESSORY TAG. SEE ENLARGED TOILET PLANS. WITH THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE ALL CONTRACTOR OR SUPPLIER REQUESTS FOR THE CONTRACT DOCUMENTS AND RETURN THEM TO PROFESSIONAL ENGINEER LICENSED IN THE STATE RUN OTHER GYP BD TO 4" WITHOUT PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL - W000 BASE OF ITS COMPONENTS. IT IS THE CONTRACTOR'S SUBMITTED, IN WRITING, ACCOMPANIED BY THE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS 0 RESPONSIBILITY TO INSURE THAT ALL WORK ALTERNATIVE PRODUCT INFORMATION, TO THE THE OWNER. AND CALCULATIONS SUBMITTED FOR REVIEW. SECTION CUT, A -000 WATER CLOSET COMPLETED AND MATERIALS INSTALLED BE IN FULL ARCHITECT, NO LATER THAT TEN (10) BUSINESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK STEEL REQUIRED TO TRANSMIT GRAVITY AND /OR LATERAL WOOD COMPLIANCE AT .A MINIMUM, WITH ALL APPLICABLE DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS UP ANY PART OF THE CONTRACT DOCUMENTS FOR LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. AL HEATER CODES, REGULATIONS, AND ORDINANCES HAVING SHALL ONLY BE CONSIDERED IF THEY DO NOT SUBMITTAL AS A SHOP DRAWING. ANY SUCH DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD o WORKING POINT JURISDICTIONAL AUTHORITY OVER THE PROJECT. SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR SUBMITTAL WILL BE REJECTED. SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. ELEVATION TAG. V) INSULATION TO MATCH WALL WARRANTY. UNDER NO CIRCUMSTANCES WILL THE ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE rn A -000 WIDTH. 01 THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL METAL STUDS SHALL BE DESIGNED TO SUPPORT THE WIDTH. 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 LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO 2/A1'1 TRADE. THEY ARE PERFORMANCE SPECIFICATIONS EQUAL QUALITY TO THE PRODUCT SPECIFIED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED THE WEIGHT OF THE MATERIALS ATTACHED TO T HE METAL STUDS. METAL STUDS SHALL BE SECTION CUT AT AREAS SHOWN SMALL SCE v M IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR FOR THIRD AND SUBSEQUENT REVIEWS OF A DESIGNED USING 2 m � 2 ui ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. REFER TO PLANS, SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR F THE THE LOAD COMBINATIONS IN SECTION 1605.3.1 O INTERNATIONAL BUILDING CODE, SECTION EDITION. O . - -. i i RECOMMENDED SPECIFICATIONS, EXCEPT IN THE SECTIONS AND DETAILS FOR ALL DIMENSIONAL INFORMATION. TO THE ARCHITECT AT THE ARCHITECT'S STANDARD BILLING RATES, PLUS REIMBURSABLE EXPENSES. INCREASE IN ALLOWABLE STRESS IS ALLOWED. i i- 2�A1.1 ENLARGED PLAN. O z CASE WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED INSTALLATION OF ALL SELECTED MATERIALS WHICH THE CONTRACTOR SHALL BE RESPONSIBLE FOR TO 3 1 ' OF THE STUD SPAN. FOR CANTILEVERS, THE •�.,• FOR PROPER INSTALLATION SHALL BE FURNISHED SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE VERIFICATION OF ANY EXISTING CONDITIONS AND ALL DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE AND INSTALLED BY THE CONTRACTOR. FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS ASSOCIATED WITH THE CANTILEVER SHALL BE LIMITED TO � ' OF THE _$1, ELEVATION TARGET. ALL WORK SHALL BE WARRANTED SATISFACTORY, IN THE CONTRACTOR SHALL PRESERVE ALL PRINTED PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM THAT ALL WORK OUTLINED WITHIN THE CONTRACT CANTILEVER DIMENSION. METAL STUD MANUFACTURER SHALL DETERMINE FINAL FINISH FLOOR = ASSUMED 100' -0" U.O.N. MATERIALS AND WORKMANSHIP FOR A PERIOD OF INSTRUCTIONS AND WARRANTY INFORMATION THAT IS DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR LAYOUT OF STUDS TO MEET THE ARCHITECTURAL AND O FINISH TAG. REFER TO LEGEND ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND TO BID OPENING. THE CONTRACTOR SHALL NOTIFY STRUCTURAL REQUIREMENTS. CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, DELIVER SAID PRINTED MATTER TO THE OWNER AT THE THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED OR PRODUCT, WHICHEVER IS LONGER. ONLY TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR WHICH MAY AFFECT BUILDING CODE COMPLIANCE, REVISION COMPETENT MECHANICS CAPABLE OF PRODUCING SHALL INSTRUCT THE OWNER IN THE PROPER USE LIFE SAFETY, ISSUANCE OF CERTIFICATE OF GOOD WORKMANSHIP CUSTOMARY TO THE TRADE OF THE EQUIPMENT FURNISHED BY THEIR TRADE. OCCUPANCY, OR COMPLETION OF THE PROJECT AS Lklf) SHOULD BE USED. COMMENCING WORK BY A GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH DIRECTED IN THE CONTRACT DOCUMENTS. CONTRACTOR OR SUBCONTRACTOR CONSTITUTES CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK N ACCEPTANCE OF THE CONDITIONS AND SURFACES PRIOR TO PUNCH LIST WALK THROUGH. OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK PLAN OR TRUE NORTH CONCERNED. IF ANY SUCH CONDITIONS ARE UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS OTHERWISE APPROVED BY THE OWNER FOR WORK NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT PERFORMED UNTIL THE CONDITIONS ARE MADE ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT ACCESSIBLE PRIOR TO CONSTRUCTION. ACCEPTABLE. FOR REVIEW. BATT INSULATION; WIDTH OF FRAMING U.O.N. ROOM ROOM TAG. REFER TO ROOM FINISH SCHEDULE NAME TYPE WS (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY) TYPE W4 (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY) TYPE W3 1a�1 W2 TYPE W 1 TYPE W I A UNDERSIDE OF ROOF DECK - B.O. STRUCTURE - CEILING LINE SEE REFLECTED CEILING PLAN FOR HEIGHT. FIN. FLOOR NOTE; WALL HEIGHT AS MARKED ON A1.1 IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FINISH SCHEDULE FOR ALL PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF WITH WALL WALL TYPE GENERAL NOTES S PERC DTEOWALL HEIGHTS ASESH SYMBOL SHOWN ABOIVE. WPRODUCTDMUST BEREEQUAL TO DUR CK" AS HEIGHTS; AND TYPES, SIZES ANDPOCATIONS STUDSPEXTEND 0 UNDERSIDE OF ROOF DECK PLANE.T000RDINATE REQUIRED BRACE SPACING SEE SYMBOLS LEGEND THIS SHEET. MANUFACTURED BY 'USG CORP'. ETC. OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. WALL TYPES NO SCALE FIRE EXTINGUISHER IN SEMI - RECESSED - - - - -- -------------- 6" 18 GA MTL STUDS ® 16" O.C. WITH 1 LAYER OF J" GYPSUM BOARD @ EACH - ------- - - - - -- ------- - - - - -- 5/8" 18 GA MTL STUDS ///-3 @ 16" O.C. WITH 1 LAYER OF J" GYPSUM BOARD ® - ------- - - - - -- ------- - - - - -- 6" 16 GA MTL STUDS @ 16" O.C. WITH ONE LAYER OF J" GYPSUM BOARD @ - ------- - - - - -- --------- - - ---- 3 5/8" MTL STUDS @ 16" O.C. WITH 1 LAYER OF J" GYPSUM BOARD ® EACH - ----------------------------- ------- - - - - -- ------ - - - - -- 3 5/8" MTL STUDS @ 16" 3j" 25 GA MTL STUDS O.C. WITH 1 LAYER OF J" 16" O.C. WITH ONE LAYER GYPSUM BOARD CAD EACH PROVIDED /INSTALLED BY G.C. COORDINATE F.E. SIDE. EXTEND STUDS AND 100 EACH SIDE. EXTEND STUDS ® EACH SIDE. EXTEND STUDS �a SIDE. EXTEND STUDS AND C10.0 OF J" GYPSUM BOARD SIDE. EXTEND STUDS AND EACH SIDE. EXTEND TO MIN HBH_X HOSE BIB IF INTERIOR GYP BD. TO UNDERSIDE OF METAL STUD FRAMED WALL. REFER TO AND GYP BD. TO INDEX SHEET FOR INFO. TO UNDERSIDE OF ROOF CMU WALL. REFER TO INDEX SHEET FOR INFO. ONE SIDE OF GYP BD. TO BRICK WALL. REFER TO INDEX SHEET FOR INFO. GYP BD. TO UNDERSIDE OF OF 4" ABOVE ADJACENT EIFS OVER SUBSTRATE. REFER TO SECOND FLOOR FRAMING PLAN ROOF DECK AND SEAL LOW ROOF FRAMING PLAN UNDERSIDE OF ROOF DECK ROOF & SCREEN WALL FRAMING PLAN DECK AND GYP BD TO MIN STEEL NOTES AND DETAILS UNDERSIDE OF ROOF DECK. STEEL DETAILS ROOF DECK. CEILING LINE. STEEL DETAILS S3.1 BETWEEN GYP BD AND ARCHITECTURAL AND SEAL BETWEEN GYP BD 3.0 OF 4" ABOVE ADJACENT RUN OTHER GYP BD TO 4" pu- 'Q -ju'°' cn zWpo2ou DECK. AND DECK. CEILING LINE. ABOVE CEILING IF LLj w o U APPLICABLE. PROVIDE SOUND BATTS J PROVIDE SOUND BATTS v PROVIDE SOUND BATTS OWO PROVIDE SOUND BATTS i- PROVIDE SOUND BATTS PROVIDE SOUND BATTS o � INSULATION TO MATCH WALL INSULATION TO MATCH WALL 00 INSULATION TO MATCH WALL V) INSULATION TO MATCH WALL z INSULATION TO MATCH WALL INSULATION TO MATCH WALL rn WIDTH. 01 WIDTH. ,. WIDTH. WIDTH. WIDTH. WIDTH AT WALL TYPE W1A ° W J c" N -� M ONLY. TYPE WS (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY) TYPE W4 (PROVIDE ONE HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY) TYPE W3 1a�1 W2 TYPE W 1 TYPE W I A UNDERSIDE OF ROOF DECK - B.O. STRUCTURE - CEILING LINE SEE REFLECTED CEILING PLAN FOR HEIGHT. FIN. FLOOR NOTE; WALL HEIGHT AS MARKED ON A1.1 IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FINISH SCHEDULE FOR ALL PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF WITH WALL WALL TYPE GENERAL NOTES S PERC DTEOWALL HEIGHTS ASESH SYMBOL SHOWN ABOIVE. WPRODUCTDMUST BEREEQUAL TO DUR CK" AS HEIGHTS; AND TYPES, SIZES ANDPOCATIONS STUDSPEXTEND 0 UNDERSIDE OF ROOF DECK PLANE.T000RDINATE REQUIRED BRACE SPACING SEE SYMBOLS LEGEND THIS SHEET. MANUFACTURED BY 'USG CORP'. ETC. OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. WALL TYPES NO SCALE W1 WALL TYPE 12' WALL HEIGHT IF DESIGNATED HERE. IF NOT, SEE WALL TYPES THIS SHEET. DRAWINGS COVER SHEET INDEX SHEET aTIP►rIvIll CS FIRE EXTINGUISHER IN SEMI - RECESSED _ F E. CABINET PROVIDED /INSTALLED BY C2.0 G.C. COORDINATE TYPE AND EXACT LOCATION C3.0 WITH OWNER & ARCHITECT. O SURFACE MOUNTED FIRE EXTINGUISHER C4.1 PROVIDED /INSTALLED BY G.C. COORDINATE F.E. TYPE & LOCATION WITH OWNER & ARCHITECT. 100 DOOR WITH DOOR NUMBER. ® WINDOW OR GLAZED OPENING �a LADDER. REFER TO SECTIONS AND NOTES C10.0 WALL HYDRANT IF EXTERIOR HBH_X HOSE BIB IF INTERIOR C12.0 METAL STUD FRAMED WALL. REFER TO STRUCTURAL INDEX SHEET FOR INFO. OVERALL FOUNDATION PLAN CMU WALL. REFER TO INDEX SHEET FOR INFO. FOUNDATION NOTES & DETAILS BRICK WALL. REFER TO INDEX SHEET FOR INFO. FOUNDATION DETAILS EIFS OVER SUBSTRATE. REFER TO SECOND FLOOR FRAMING PLAN SECTIONS FOR WIDTH AND PROFILE. W1 WALL TYPE 12' WALL HEIGHT IF DESIGNATED HERE. IF NOT, SEE WALL TYPES THIS SHEET. DRAWINGS COVER SHEET INDEX SHEET aTIP►rIvIll CS COVER SHEET C1.0 EXISTING CONDITIONS, DEMO PLAN C2.0 SITE PLAN C3.0 SITE GRADING PLAN C4.0 SITE UTILITY PLAN C4.1 OVERALL SITE UTILITY PLAN C6.0 SITE EROSION CONTROL PLAN C7.0 SITE EROSION CONTROL DETAILS C8.0 SITE EROSION CONTROL DETAILS C9.0 SITE SPECIFICATIONS C10.0 SITE DETAILS C11.0 SITE DETAILS C12.0 MAINTENANCE OF TRAFFIC PLAN STRUCTURAL F1.1 OVERALL FOUNDATION PLAN F2.1 FOUNDATION NOTES & DETAILS F2.2 FOUNDATION DETAILS S1.1 SECOND FLOOR FRAMING PLAN S1.2 LOW ROOF FRAMING PLAN S1.3 ROOF & SCREEN WALL FRAMING PLAN S2.1 STEEL NOTES AND DETAILS S2.2 STEEL DETAILS S2.3 STEEL DETAILS S3.1 BRACE ELEVATIONS AND DETAILS ARCHITECTURAL All FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 ENLARGED STAIR & MISC PLANS A1.4 MISC PLANS & DETAILS A1.5 MISC DETAILS A1.6 MISC DETAILS A2.1 ROOF PLAN All EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 PARTIAL ENLARGED ELEVATIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A5.3 CANOPY SECTIONS & DETAILS A5.4 MISC SECTIONS A6.1 DOOR SCHEDULE /STOREFRONT & WINDOW ELEVS MECHANICAL / ELECTRICAL M101 FIRST FLOOR HVAC PLAN M201 SECOND FLOOR HVACPLAN M202 HVAC ROOF PLAN P101 PLUMBING PLAN P102 SANITARY AND STORM PIPING PLAN. -1ST FLR. P201 SANITARY AND STORM PIPING PLAN.- 2ND FLR, P202 STORM PIPING PLAN.- ROOF PLAN E -1.0 ELECTRICAL SITE PLAN E -2,0 ELECTRICAL FIRST FLOOR PLAN 3.0 ELC, - -,iCAL S, FLOOR LLr z o pX�E w W W Q L7J V z =¢ =� u car -zo3,La,1 U LLI �ZpaLuwle oW0W u��F -Q 00 =z _ V p0 = o�N�a� Q 1- uj z u Z --ccO <c <z Z LL CL z Ou U w0t-2 pu- 'Q -ju'°' cn zWpo2ou U LLj w o U J ��- v Q OWO M M i- Z o � V) Q 00 V) W m z rn ,. o ° W J c" N -� M U_ W O O QO � (n M 2 m � 2 ui W Z o ¢ u z p m uj u U p O z V) z O 1 � 1 �J. o 0 =M:U, z o w O LL •nl�� W u a a - z a > .j >= a(A U Z z VOW Z W tL z a 4 D z m Z Q o - W a c, a■ r•� V cz W •� L _ w LAW U LuO Ltd a� 1: W Z j a Z a_ _ 0 V ACGO5002