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Home My WebLink AboutIndexSCOPE NOTES IN THE EVENT OF QUESTIONS REGARDING THE THE HA R P N FOR LL EE 0 SECT R SHOP RA A ITT S 0 DRAWINGS AND SUBMITTALS BY CONTRACT DOCUMENTS SPECIFICATIONS EXISTING AS TH FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OTHERS SHALL NOT OTHERS CONSIDERED AS PART OF C CONDITIONS DESIGN INTENT, THE CONTRACTOR LI WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. M THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL BE RESPONSIBLE FOR OBTAINING S THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS, CLARIFICATION FROM THE ARCHITECT PRIOR TO BID FOR ADVISING THE OWNER ALL LONG LEAD ITEMS H RSPECIFICATIONSDF R W RK SC EDUCES, AND/OR 0 0 SUBMITTAL SUBMITTAL AND PROCEEDING WITH ANY WORK H AFFECTING THE PROJECT SCHEDULE AND SHALL, JE ON THE PROJECT PREPARED BY OTHERS. IN QUESTION. UPON REQUEST FROM THE OWNER, SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG THE 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 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 TO INSURE THAT ALL WORK ALTERNATIVE PRODUCT INFORMATION, TO THE COMPLETED AND MATERIALS INSTALLED BE IN FULL ARCHITECT, NOLATER THAT TEN BUSINESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK COMPLIANCE AT MINIMUM, WITH ALL APPLICABLE DAYS. PRIOR TO BID OPENING DATE.TE. SUBSTITUTIONS UP ANY PART OF THE CONTRACT DOCUMENTS FOR CODES, REGULATIONS, AND ORDINANCES HAVING SHALL ONLY BE CONSIDERED IF THEY NOT SUBMITTAL A SHOP DRAWING. ANY SUCH JURISDICTIONAL AUTHORITY OVER THE PROJECT. SACRIFICE QUALITY, FUNCTIONALIST, APPEARANCE WILL SUBMITTAL WILL REJECTED. 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 CIRCUMSTANCES SHALL THE CONTRACTOR FOR THIRD AND SUBSEQUENT REVIEWS OF A ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THEHE DRAWINGS TO DETERMINE DIMENSIONS. SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR STRICT CONFORMANCE i0 THE MANUFACTURERS REFER TO PUNS, 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 BE ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT ACCESSIBLE PRIOR TO CONSTRUCTION. PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. FOR REVIEW, ABBREVIATIONS REFER TO PROJECT MANUAL WHEN APPLICABLE FOR ADDITIONAL REQUIREMENTS AND DIRECTIONS. ALL INTERIOR FINISHES SHALL COMPLY WITH AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OD OUTSIDE DIAMETER CHAPTER EIGHT (8) OF THE 2012 INTERNATIONAL ACT ACOUSTICAL CEILING TILE FIN FINISH OPNG OPENING BUILDING CODE WITH INDIANA AMENDMENTS. APP APPROXIMATE FLR FLOOR OPP OPPOSITE LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS ARCH ARCHITECT FT FEET OH OPPOSITE HAND AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A AWT ACOUSTICAL WALL TREATMENT FD FLOOR DRAIN OTO OUT TO OUT PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL BLKG BLOCKING FE FIRE EXTINGUISHER PLAS LAM PLASTIC LAMINATE AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS B.O. BOTTOM OF FEC FIRE EXTINGUISHER CABINET PLWD PLYWOOD AND CALCULATIONS SUBMITTED FOR REVIEW. BOT BOTTOM PS PROJECTION SCREEN STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL GA GAUGE LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. CAB CABINET GB GRAB BAR OT QUARRY TILE DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD CAR CARPET GWB GYPSUM WALLBOARD R RISER SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. CJ CONTROL JOINT METAL STUDS SHALL BE DESIGNED TO SUPPORT THE CL CENTER LINE HDWR HARDWARE RA RETURN AIR LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO HM RB RESILIENT BASE THE WEIGHT OF THE MATERIALS ATTACHED TO THE CMU CONCRETE MASONRY UNIT HOLLOW METAL REF REFERENCE METAL STUDS. METAL STUDS SHALL DESIGNED USING COL COLUMN H RI 0 Z HORIZONTAL THE LOAD COMBINATIONS IN SECTION 1 .1 OF THE CONC CONCRETE HVAC HEATING VENTILATING AIR COND. REFR REFRIGERATOR INTERNATIONAL BUILDING CODE, 2012 EDITION. NO EDITION. CLSNET CONSTRUCTION HW HOT WATER R E00 REQUIRED Q INCREASE IN ALLOWABLE STRESS IS ALLOWED. RO ROUGH OPENING DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED CONT CONTINUOUS TO TID OF THE STUD SPAN. FOR CANTILEVERS, THE CT CERAMIC TILE JST JOIST SA SUPPLY AIR DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE CW COLD WATER JT JOINT SCHED SCHEDULE CANTILEVER SHALL BE LIMITED TO oh OF THE DET DETAIL KIT KITCHEN SEC SECTION CANTILEVER DIMENSION. OF DRINKING FOUNTAIN LAM LAMINATE SIM SIMILAR METAL STUD MANUFACTURER SHALL DETERMINE FINAL DIM DIMENSION LAV LAVATORY SPECS SPECIFICATIONS LAYOUT AND GAUGE OF STUDS TO MEET THE ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. DRWGS DRAWINGS LLH LONG LEG HORIZONTAL SF SQUARE FOOT WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE EA LLV LONG LEG VERTICAL SA SUPPLY AIR GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH EACH SS STAINLESS STEEL RELATIVE HUMIDITY PROVIDE FASTENERS AND EC EXPOSED CEILING MA$ MASONRY STD STANDARD ANCHORAGES WITH A HOT DIP ZINC COATING OF C90 EJ EXPANSION JOINT MAX MAXIMUM COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS EIFS EXTERIOR INSU. FINISH SYSTEM ME MARKER BOARD STL STEEL AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. EL ELEVATION MECH MECHANICAL SUSP SUSPENDED WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN EL ELEVATION MEZZ MEZZANINE TB TACK BOARD CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT ENG ENGINEER MFR MANUFACTURER TEL TELEPHONE ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND EXIST EXISTING MIN MINIMUM T.O. TOP OF ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. EXP EXPANSION M.O. MASONRY OPENING TV TELEVISION ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED EXT EXTERIOR TYP TYPICAL OTHERWISE. 1/4" CONTINUOUS BEAD OF ACCOST. SEALANT 1/4" CONTINUOUS BEAD OF ACCOST. SEALANT WALLMAT By KINETICS NOISE ON ALL PERIMETER JOINTS OF NEW WALLMAT KINETICS NOISE TO ON ALL PERIMETER JOINTS OF NEW R ALL APPLIED CONTINUOUSLY UNDER ALL WALLBOARD, TO BE USG SHEETROCK SEALANT, APPLIED CONTINUOUSLY UNDER ALL O ALL WALLBOARD. TO BE USG SHEETROCK SEALANT, NEW BASEPLATES AND BETWEEN ALL GREEN GLUE NOISE SEALANT OR EQUIV. NEW AND BETWEEN ALL GREEN GLUE NOISE SEALANT OR EOUIV. NEW TOP PLATES AND STRUCTURE WALLBOARD IS TO BE HELD BACK 1/4" [SHEETS ON TOP PLATATES NEW TOP PLATES AND STRUCTURE WALLBOARD IS TO BE HELD BACK 1/4" ON [SHEETS ABOVE. REFER TO CUT SHEET ON ALL PERIM. JOINTS. GAPS URGER THAN ABOVE. REFER TO CUT SHEET ALL PERIM. JOINTS. GAPS URGER THAN SHEETS AD-1 THRU AD-3. 3. REQUIRE FILL WITH DRYWALL BACK ROD PRIOR PRIOR SHEETS AD-1 THRU AD-3. 3. PRIOR REQUIRE FILL WITH DRYWALL BACK ROD PRIOR TO SEALANT APPLICATION. SEE DETAILS ON TO SEALANT APPLICATION. SEE DETAILS ON AD-1 THRU AO-3. AD-1 THRU AD-3. SYMBOLS NOT ALL MAY APPLY UON UNLESS OTHERWISE NOTED ® KEYED NOTE REFER TO SHEET WHERE SHOWN. UR URINAL WINDOW OR GLAZED OPENING TAG. SEE SCHED. VCT VINYL COMPOSITION TILE O If WINDOW- IF STO REFRONTFRONi_ S o . VERT VERTICAL If CURTAINWALL - CWo VT VINYL TILE ID ACCESSORY TAG. SEE ENLARGED TOILET PUNS. W/ WITH WHO WITHOUT BUILDING SECTION CUT. WB WOOD BASE xxxx WC WATER CLOSET AL WD WOOD xxxX ELEVATION TAG -INTERIOR OR EXTERIOR. WH WATER HEATER X/XXX WP WORKING POINT - SECTION CUT AT AREAS SHOWN SMALL SCALE 0 X/XXX ENLARGED PLAN. X4%XELEVATION TARGET. XXXXX FINISH FLOOR = ASSUMED 0'-0" U.O.N. xxx FINISH TAG. REFER TO LEGEND REVISION PLAN OR TRUE NORTH �{ BATT INSULATION; WIDTH OF FRAMING U.O.N. WW ROOM TAG. REFER TO ROOM FINISH SCHEDULE ROOM NAME F.E. FIRE EXTINGUISHER IN SEMI -RECESSED Q CABINET PROVIDED/INSTALLED BY GC. SURFACE MOUNTED FIRE EXTINGUISHER O PROVIDED/INSTALLED BY G.C. F.E. 100 DOOR WITH DOOR NUMBER. o WINDOW OR GLAZED OPENING LADDER. REFER TO SECTIONS AND NOTES WH WALL HYDRANT IF EXTERIOR HE HOSE BIB IF INTERIOR 2N D FLOOR DEC K WHERE NEW DAMPED WALLBOARD MEETS WHERE NEW DAMPED WALLBOARD MEETS EXISTING UPPER STRUCTURE, CONTRACTOR IS EXISTING UPPER STRUCTURE, CONTRACTOR IS _ - TO FULLY SEAL USING BEST METHODS (SCRIBE, TO FULLY SEAL USING BEST METHODS (SCRIBE, _ ETC.) ETC.) _ B.O. STRUCTURE AIR GAP TO BE 2" AIR GAP TO BE 2" ACOUSTICAL SWAY BRACE BY KINETICS NOISE EXISTING DEMISING WALL. ACOUSTICAL SWAY BRACE BY KINETICS NOISE - IF DEEMED NEEDED BY OTHERS FOR DEMISING WALL TO BE FULLY IF DEEMED NEEDED BY OTHERS FOR 3 I" MTL STUDS AT 4'-0" - STRUCTURAL STABILITY. SEE CUT SHEET ON INSPECTED FOR ACOUSTICAL STRUCTURAL STABILITY. SEE CUT SHEET ON O.C. MAXIMUM SPACING. ADJACENT AD-3. INTEGRITY AND ALL AD-3, EXTEND TO UNDERSIDE OF TENANT _ PENETRATIONS SEALED STRUCTURE ABOVE. STAGGER THERMAFIBER ACOUSTICAL INSULATION TO BE THERMAFIBER ACOUSTICAL INSULATION TO BE SUPPORTING STUDS. _ _ _ _ _ _ _ 2.5pPCF. THICKNESS TO BE NO LESS THAN 2.5NPCF. THICKNESS TO BE NO LESS THAN CEILING LINE _ 90% OF STUD CAVITY. MUST NOT CONTACT 90% OF STUD CAVITY. MUST NOT CONTACT _ -T DEMISING WALL WHERE APPLICABLE. DEMISING WALL WHERE APPLICABLE. SEE REFLECTED CEILING STEEL STUDS TO BE 3-5/8" STEEL STUDS TO BE 3-5/8" PLAN FOR HEIGHT. 5/8" TYPE X DRYWALL TO BE INSTALLED WITH ADJACENT 5/8" TYPE X DRYWALL TO BE INSTALLED WITH 6" MTL STUDS O.0. BEST PRACTICES USING ACOUSTICAL SEALANT TENANT BEST PRACTICES USING ACOUSTICAL SEALANT WITH ONE LAYER OF D�" _ - ON ALL BUTT JOINTS AND PERIMETER JOINTS. ON ALL BUTT JOINTS AND PERIMETER JOINTS. GYPSUM BOARD O EACH SIDE. EXTEND STUDS AND ACOUSTICALLY DAMPENED DRYWALL, TO BE ACOUSTICALLY DAMPENED DRYWALL, TO BE 6" METAL STUDS O 16' 3 5/8" METAL STUDS 0 L STUDS I GYP BD. TO UNDERSIDE OF ROOF DECK AND SEAL - - OUIETROCK MODEL 530. SEE DETAIL 5, SHEET AD-3. QUIETROCK MODEL 530. SEE DETAIL 5, SHEET AD-3. ' 16" D.C.00. WITH ONE LAYER D.C.WITH ONE LAYER OF �" O.C.pCWITH ONE OF BETWEEN GYP BD AND GYPSUM BOARD O EACH �OF5/8-GYPSUM BOARD0 GYPSUM BOARD 0 EACH DECK FOR FIRE RATED _ SIDE EXTEND STUDS i0 EACH SIDE. END GYP TO ASSEMBLY. - UNDERSIDE OF ROOF DECK TO MIN OF ABOVE MIN OF 4" ABOVE - _ AND GYP BO TO MIN OF 4' ADJACENT CEILING LINE. ADJACENT CEILING LINE. PROVIDE SOUND BATTS ABOVE ADJACENT CEILING I OMATCH WALL - WALLMAT BY KINETICS NOISE TO BE APPLIED WALLMAT BY KINETICS NOISE TO BE APPLIED LINE. WIDTHAT WIDTH W WWALL TYPE W5A - - CONTINUOUSLY UNDER ALL NEW BASEPLATES CONTINUOUSLY UNDER ALL NEW BASEPLATES ONLY. - AND BETWEEN ALL NEW TOP PLATES AND AND BETWEEN ALL NEW TOP PLATES AND PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS STRUCTURE ABOVE. REFER TO CUT SHEET ON STRUCTURE ABOVE. REFER TO CUT SHEET ON INSULATON TO MATCH WALL INSULATION TO MATCH WALL INSULATION TO MATCH WALL _ - SHEETS AD-1 THRU AD-3. SHEETS AD-1 THRU AD-3. WIDTH AT WALL TYPE W3A WIDTH AT WALL TYPE W2A WIDTH AT WALL TYPE WIA 1/4'. CONTINUOUS BEAD OF ACCOST, SEALANT 1/4- CONTINUOUS BEAD OF ACCOST. SEALANT ONLY. ONLY. ONLY. _ ON ALL PERIMETER JOINTS OF NEW ON ALL PERIMETER JOINTS OF NEW - WALLBOARD. TO BE USG SHEETROCK SEALANT, WALLBOARD._ WALLBOARD. TO BE USG SHEETROCK SEALANT, - GREEN GLUE NOISE SEALANT OR EOUN. GREEN GLUE NOISE SEALANT OR EOUIV. FALL WALLBOARD IS TO BE HELD BACK 1/4" ON WALLBOARD IS TO BE HELD BACK 1/4" ON - ALL PERIM. JOINTS. GAPS LARGER THAN 3/8" PERIM. JOINTS. GAPS LARGER THAN 3/8" - REQUIRE FILL WITH DRYWALL BACK ROD PRIOR REQUIRE FILL WITH DRYWALL BACK ROD PRIOR TO SEALANT APPLICATION. SEE DETAILS ON TO SEALANT APPLICATION. SEE DETAILS ON SHEETS AD-1 THRU AD-3. SHEETS AD-1 THRU AD-3. SLAB TO BE CUT BETWEEN NEWLY ENHANCED DEMISING FIN, FLOOR TVeL LA/[ VAC \A/A VOC \A/O TVeL \A/9 TV�C \A/1 T RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel �VT�te�NDA� DATE: 08/15/19 TO ALLOW USE OF SWAY BRACE IF NEEDED. SUB SCUT ... .. . CAN GO IN FRONT OF FINISHED WALL ASSEMBLY IF NOT POSSIBLE TO GO IN AIR GAP NOTING THAT THE CUT PLACED IN AIR GAP IS ACOUSTICALLY PREFERRED. THE FINISH PREPARATION OF SLAB CUT IS TO BE PER THE GENERAL CONTRACTOR'S BEST PRACTICES PROVIDING IT 15 ACOUSTICALLY NON -RIGID (FIBERGLASS INSULATION, PROPER SEALANT, ETC.) WALL TYPES NOT TO SCALE TYPE W3A TYPE W2A TYPE W IA 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. 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 71LL2.2 IBC 2012 ® 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. EXISTING DOOR. REFER TO DOOR SCHEDULE EXISTING FRAMED WALL. ® EXISTING WINDOW WITH SILL AND/OR STOOL. Di DOOR. Di WALL. WI WALL TYPE IF WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT, SEE WALL TYPES THIS SHEET. DRAWINGS INDEX SHEET ARCHITECTURAL CIA DEMOLITION PLAN ADAI.I ACCESSIBILITY DETAILS ALI FLOOR PLAN / LIFE SAFETY PUN ASA DOOR § FINISH SCHEDULE/INTERIOR ELEVATIONS A7A REFLECTED CEILING PLAN MECHANICAL, PLUMBING, ELECTRICAL MOA MECHANICAL LEGEND AND SPECIFICATIONS MO.2 MECHANICAL DETAILS AND SCHEDULES M1.O MECHANICAL PLAN PO.1 PLUMBING LEGEND AND SCHEDULES PO.2 PLUMBING DETAILS PO.3 PLUMBING SPECIFICATIONS PLO PLUMBING PLANS P2.0 GAS PIPING PUNS EQI ELECTRICAL LEGEND AND DETAILS EO.2 ONE LINE AND PANEL SCHEDULES EO.3 ELECTRICAL SPECIFICATIONS EIQ LIGHTING PLAN E2.0 POWER PLAN rld KEY PLAN CURRAN ARCHITECTURE 5719 LAWTON LOOP EAST DR STE 212 INDIANAPOLIS, IN 46216 O :: 317. 288.0681 F :: 317. 288. 0753 (CONSULTANT I CERTIFICATION F P'No.� ''�` O AR19600043 • STATE IT 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, WHOIE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. jD NPY HT 2019, QIRRANAROIITECNRE INTERIOR BUILD -OUT FOR: F45 CLAY TERRACE CLAY TERRACE BLVD. E14 CARMEL, IN ISSUED FOR REVIEW 6-10-19 ISSUED FOR PERMIT 7-10-19 PROJECT NUMBER: 180364 INDEX