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Home My WebLink About08010018.1385" MTL STUDS @ 16" O.C. WITH TWO LAYERS OF GYPSUM BOARD @ EXPOSED SIDE. EXTEND TO UNDERSIDE OF STAIR STRINGERS. TYPE WS NOTE: WALL AS NOTED MUST BE A ONE HOUR RATED ASSEMBLY TYPE W4 NOTE; WALL HEIGHT AS MARKED ON A1.1 IN TION WITH ALL WALL TYPE GENERAL NOTES SUOPER EDE WALL HEIGHTS ASESHOWN ABOIVE. SEE SYMBOLS LEGEND THIS SHEET. UNDERSIDE OF ROOF DECK B.O. STRUCTURE ------- - - - - -- -- CEILING LINE SEE REFLECTED CEILING PLAN FOR HEIGHT. 6" MTL STUDS @ 16" O.C. WITH ONE LAYER OF GYPSUM BOARD @ EACH SIDE. EXTEND STUDS AND GYP BD. TO UNDERSIDE OF ROOF DECK AND SEAL BETWEEN GYP BD AND DECK. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH. TYPE W3 3 in MTL STUDS @ 16" O.C. WITH ONE LAYER OF GYPSUM BOARD @ EACH SIDE. EXTEND STUDS AND GYP BD. TO UNDERSIDE OF ROOF DECK AND SEAL BETWEEN GYP BD AND DECK. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH. USE CEMENT BOARD ON WALLS IN RESTROOMS INSTEAD OF GYPSUM BOARD. ALL CEMENT BOARD TO BE COVERED WITH TILE. WALL TYPES NO SCALE 2 "x7 "x3 " STEEL BASE PLATE TYPE WZ eL 6" MTL STUDS @ 16" O.C. WITH ONE LAYER OF e" GYPSUM BOARD @ EACH SIDE. EXTEND TO MIN OF 4" ABOVE ADJACENT CEILING LINE. PROVIDE SOUND BATTS INSULATION TO MATCH WALL WIDTH BETWEEN ROOMS #111 AND #113 AND ALSO BETWEEN #102 AND #116. TYPE W I PROVIDE PLASTIC LAMINATE ON PARTICLE BOARD CAP IN WIDTH TO MATCH WALL. PROVIDE ' "4" BLACK REVEAL BETWEEN CAP AND TOP OF GYPSUM BOARD. 38" MTL STUDS @ 16" O.C. WITH ONE LAYER OF J" GYPSUM BOARD @ EACH SIDE. REFER TO WALL TYPE TAG FOR HEIGHT TO TOP OF CAP. BLKG SEE DETAIL 3 BELOW FOR TYPICAL WALL SUPPORT DETAIL. FIN. FLOOR REFER TO ROOM FINISH SCHEDULE FOR ALL PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF FINISH SELECTIONS; CEILING TYPES AND TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS -ABOVE CEILING HEIGHTS; AND TYPES, SIZES AND LOCATIONS STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING ETC. OR STRUCTURE ABOVE. WITH STRUCTURAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. a d a SECTION @ 38" STUD WALL TS3x3xA" @ 5' -4" O.C. MAXIMUM SPACING. i "x7 "x3" STEEL BASE PLATE. —1 (4) DIA, EPDXY ANHCHORS. MIN EMBED OF 28'". PLAN @ 35" STUD WALL NOTE; DETAIL TYPICAL FOR SLAB -ON -GRADE CONDITION ONLY. COORDINATE WITH STRUCTURAL ENGINEER WHEN OTHER SLAB CONDITIONS ARE ENCOUNTERED. PARTIAL HGT. WALL SUPPORT DETAIL 1 1/2" = 1' -0" 3" VENT THRU ' ROOF I I , I I I L'� I I I FD SHOWER � Q I L I \ 3• I 1 112" REVENT," i 3 >,, ' vv LAV � , ,<3" SHOWER I WQ MOP SINK 1� ._T I INC 3 J\I TIE INTO EXISTING SANITARY SEWER. PLUMBING ISOMETRIC NO SCALE AFF SEE WALL TYPES OR FLOOR PLAN FOR WALL HEIGHT AND MAS CAP CONDITIONS AND ACT DETAILING. MAX TS3x3x" @ 5' -4" O.C. APP MAXIMUM SPACING. is (4)" DIA, EPDXY ANHCHORS. ARCH MIN EMBED OF 21". a d a SECTION @ 38" STUD WALL TS3x3xA" @ 5' -4" O.C. MAXIMUM SPACING. i "x7 "x3" STEEL BASE PLATE. —1 (4) DIA, EPDXY ANHCHORS. MIN EMBED OF 28'". PLAN @ 35" STUD WALL NOTE; DETAIL TYPICAL FOR SLAB -ON -GRADE CONDITION ONLY. COORDINATE WITH STRUCTURAL ENGINEER WHEN OTHER SLAB CONDITIONS ARE ENCOUNTERED. PARTIAL HGT. WALL SUPPORT DETAIL 1 1/2" = 1' -0" 3" VENT THRU ' ROOF I I , I I I L'� I I I FD SHOWER � Q I L I \ 3• I 1 112" REVENT," i 3 >,, ' vv LAV � , ,<3" SHOWER I WQ MOP SINK 1� ._T I INC 3 J\I TIE INTO EXISTING SANITARY SEWER. PLUMBING ISOMETRIC NO SCALE AFF ABOVE FINISHED FLOOR MAS MASONRY ACT ACOUSTICAL CEILING TILE MAX MAXIMUM APP APPROXIMATE MB MARKER BOARD ARCH ARCHITECT MECH MECHANICAL AWT ACOUSTICAL WALL TREATMENT MEZZ MEZZANINE BLKG BLOCKING MFR MANUFACTURER B.O. BOTTOM OF MIN MINIMUM BOT BOTTOM M.O. MASONRY OPENING CAB CABINET OD OUTSIDE DIAMETER CAR CARPET OPNG OPENING CJ CONTROL JOINT OPP OPPOSITE CL CENTER LINE OH OPPOSITE HAND CMU CONCRETE MASONRY UNIT OTO OUT TO OUT COL COLUMN PLAS LAM PLASTIC LAMINATE CONC CONCRETE PLWD PLYWOOD CONST CONSTRUCTION PS PROJECTION SCREEN CONT CONTINUOUS THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, CT CERAMIC TILE QT QUARRY TILE CW COLD WATER R RISER DET DETAIL RA RETURN AIR DF DRINKING FOUNTAIN RB RESILIENT BASE DIM DIMENSION REF REFERENCE DRWGS DRAWINGS REFR REFRIGERATOR ADDITIONAL REQUIREMENTS AND DIRECTIONS. FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF REQD REQUIRED EA EACH RO ROUGH OPENING EC EXPOSED CEILING LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS UPON REQUEST FROM THE OWNER, SUBMIT ORDER EJ EXPANSION JOINT SA SUPPLY AIR EIFS EXTERIOR INSULATION FINISH SYSTEM SCHED SCHEDULE EL ELEVATION SEC SECTION EL ELEVATION SIM SIMILAR ENG ENGINEER SPECS SPECIFICATIONS EXIST EXISTING SF SQUARE FOOT EXP EXPANSION SA SUPPLY AIR EXT EXTERIOR SS STAINLESS STEEL INCREASE IN ALLOWABLE STRESS IS ALLOWED. REFER TO PLANS, SECTIONS AND DETAILS FOR ALL STD STANDARD FD FLOOR DRAIN STL STEEL FIN FINISH SUSP SUSPENDED FLR FLOOR METAL STUD MANUFACTURER SHALL DETERMINE FINAL THE CONTRACTOR SHALL PRESERVE ALL PRINTED FT FEET TB TACK BOARD FD FLOOR DRAIN TEL TELEPHONE FE FIRE EXTINGUISHER T.O. TOP OF FEC FIRE EXTINGUISHER CABINET TV TELEVISION AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, TYP TYPICAL GA GAUGE UON UNLESS OTHERWISE NOTED GB GRAB BAR UR URINAL GWB GYPSUM WALLBOARD VCT VINYL COMPOSITION TILE HDWR HARDWARE VERT VERTICAL HM HOLLOW METAL VT VINYL TILE HORIZ HORIZONTAL HVAC HEATING, VENTILATING, AIR COND. W� WITH HW HOT WATER W/O WITHOUT WB WOOD BASE JST JOIST WC WATER CLOSET JT JOINT WD WOOD KIT KITCHEN WH WATER HEATER LAM LAMINATE WP WORKING POINT LAV LAVATORY LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL SCOPE NOTES IN THE EVENT OF QUESTIONS REGARDING THE REVIEWED SHOP DRAWINGS AND SUBMITTALS BY CONTRACT DOCUMENTS, SPECIFICATIONS, EXISTING OTHERS SHALL NOT BE CONSIDERED AS PART OF CONDITIONS OR DESIGN INTENT, THE CONTRACTOR THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL BE RESPONSIBLE FOR OBTAINING ASSUMES NO RESPONSIBILITY FOR DRAWINGS, CLARIFICATION FROM THE ARCHITECT PRIOR TO BID SCHEDULES, AND /OR SPECIFICATIONS FOR WORK SUBMITTAL AND PROCEEDING WITH ANY WORK ON THE PROJECT PREPARED BY OTHERS. IN QUESTION. THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, THESE CONTRACT DOCUMENTS ARE INTENDED TO SUBMITTALS AND SAMPLES FOR CONFORMITY WITH DESCRIBE ONLY THE SCOPE AND APPEARANCE OF 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 EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY OF ITS COMPONENTS. IT IS THE CONTRACTOR'S THE OWNER. RESPONSIBILITY TO INSURE THAT ALL WORK THE CONTRACTOR SHALL NOT REPRODUCE AND MARK COMPLETED AND MATERIALS INSTALLED BE IN FULL UP ANY PART OF THE CONTRACT DOCUMENTS FOR COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE SUBMITTAL AS A SHOP DRAWING. ANY SUCH CODES, REGULATIONS, AND ORDINANCES HAVING SUBMITTAL WILL BE REJECTED. JURISDICTIONAL AUTHORITY OVER THE PROJECT. ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF TRADE. THEY ARE PERFORMANCE SPECIFICATIONS THE SCOPE OF THE PROJECT. THE TIME REQUIRED IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED FOR THIRD AND SUBSEQUENT REVIEWS OF A ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR STRICT CONFORMANCE TO THE MANUFACTURER'S TO THE ARCHITECT AT THE ARCHITECT'S STANDARD RECOMMENDED SPECIFICATIONS, EXCEPT IN THE BILLING RATES, PLUS REIMBURSABLE EXPENSES, CASE WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED VERIFICATION OF ANY EXISTING CONDITIONS AND ALL FOR PROPER INSTALLATION SHALL BE FURNISHED CRITICAL DIMENSIONS ASSOCIATED WITH THE AND INSTALLED BY THE CONTRACTOR. PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM THAT ALL WORK OUTLINED WITHIN THE CONTRACT ALL WORK SHALL BE WARRANTED SATISFACTORY, IN DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR MATERIALS AND WORKMANSHIP FOR A PERIOD OF TO BID OPENING. THE CONTRACTOR SHALL NOTIFY ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, WHICH MAY AFFECT BUILDING CODE COMPLIANCE, OR PRODUCT, WHICHEVER IS LONGER. ONLY LIFE SAFETY, ISSUANCE OF CERTIFICATE OF COMPETENT MECHANICS CAPABLE OF PRODUCING OCCUPANCY, OR COMPLETION OF THE PROJECT AS GOOD WORKMANSHIP CUSTOMARY TO THE TRADE DIRECTED IN THE CONTRACT DOCUMENTS. SHOULD BE USED. COMMENCING WORK BY A CONTRACTOR OR SUBCONTRACTOR CONSTITUTES NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK ACCEPTANCE OF THE CONDITIONS AND SURFACES OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK CONCERNED. IF ANY SUCH CONDITIONS ARE OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE OTHERWISE APPROVED BY THE OWNER FOR WORK NOTIFIED IMMEDIATELY, AND NO WORK SHALL BE ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT PERFORMED UNTIL THE CONDITIONS ARE MADE ACCESSIBLE PRIOR TO CONSTRUCTION. ACCEPTABLE. REFER TO 'PROJECT MANUAL (WHEN APPLICABLE) FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REQUIREMENTS AND DIRECTIONS. FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF ALL INTERIOR FINISHES SHALL COMPLY WITH WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. CHAPTER EIGHT (8) OF THE 2000 INTERNATIONAL THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE BUILDING CODE WITH INDIANA AMENDMENTS. FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS 00 AFFECTING THE PROJECT SCHEDULE AND SHALL, LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS UPON REQUEST FROM THE OWNER, SUBMIT ORDER AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG PROFESSIONAL ENGINEER LICENSED IN THE STATE LEAD ITEMS TO THE OWNER. WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL ALL CONTRACTOR OR SUPPLIER REQUESTS FOR AFFIX THEM SEAL AND SIGNATURE TO SHOP DRAWINGS SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE AND CALCULATIONS SUBMITTED FOR REVIEW. SUBMITTED, IN WRITING, ACCOMPANIED BY THE STEEL REQUIRED TO TRANSMIT GRAVITY AND /OR LATERAL ALTERNATIVE PRODUCT INFORMATION, TO THE LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. ARCHITECT, NO LATER THAT TEN (10) BUSINESS DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. SHALL ONLY BE CONSIDERED IF THEY DO NOT SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR METAL STUDS SHALL BE DESIGNED TO SUPPORT THE WARRANTY. UNDER NO CIRCUMSTANCES WILL THE LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT THE WEIGHT OF THE MATERIALS ATTACHED TO THE PROPOSED FOR SUBSTITUTION IS OR IS NOT OF METAL STUDS. METAL STUDS SHALL BE DESIGNED USING EQUAL QUALITY TO THE PRODUCT SPECIFIED. THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INTERNATIONAL BUILDING CODE, 2000 EDITION. NO SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. INCREASE IN ALLOWABLE STRESS IS ALLOWED. REFER TO PLANS, SECTIONS AND DETAILS FOR ALL DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED DIMENSIONAL INFORMATION. TO 31 OF THE STUD SPAN. FOR CANTILEVERS, THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE INSTALLATION OF ALL SELECTED MATERIALS WHICH CANTILEVER SHALL BE LIMITED TO I OF THE TR SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE CANTILEVER DIMENSION. FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. METAL STUD MANUFACTURER SHALL DETERMINE FINAL THE CONTRACTOR SHALL PRESERVE ALL PRINTED LAYOUT OF STUDS TO MEET THE ARCHITECTURAL AND INSTRUCTIONS AND WARRANTY INFORMATION THAT IS STRUCTURAL REQUIREMENTS. PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND DELIVER SAID PRINTED MATTER TO THE OWNER AT THE WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH SHALL INSTRUCT THE OWNER IN THE PROPER USE RELATIVE HUMIIDITY PROVIDE FASTENERS AND OF THE EQUIPMENT FURNISHED BY THEIR TRADE. ANCHORAGES WITH A HOT DIP ZINC COATING OF G90 COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, PRIOR TO PUNCH LIST WALK THROUGH. WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. FOR REVIEW. (NOT ALL MAY APPLY) ®KEYED NOTE REFER SHEET WHERE SHOWN. OWINDOW OR GLAZED OPENING TAG. SEE SCHED. IF WINDOW - W ?, IF STOREFRONT - SF ?, IF CURTAINWALL - CW? ID ACCESSORY TAG. SEE ENLARGED TOILET PLANS. - BUILDING SECTION CUT. XXXX XXXX ELEVATION TAG - INTERIOR OR EXTERIOR. 2/A1.1 SECTION CUT AT AREAS SHOWN SMALL SCA -.� i ii2/A1.1 ENLARGED PLAN. do F.F. ELEVATION TARGET. 100' -0" FINISH FLOOR = ASSUMED 100' -0" U.O.N. XXX FINISH TAG. REFER TO LEGEND REVISION 45—f ) N (D PLAN OR TRUE NORTH BATT INSULATION; WIDTH OF FRAMING U.O.N. ROOM ROOM TAG. REFER TO ROOM FINISH SCHEDULE NAME FIRE EXTINGUISHER IN SEMI - RECESSED CABINET PROVIDED /INSTALLED BY G.C. COORDINATE TYPE AND EXACT LOCATION WITH OWNER & ARCHITECT. SEE 5/A1.1 SURFACE MOUNTED FIRE EXTINGUISHER O PROVIDED /INSTALLED BY G.C. COORDINATE F.E. TYPE & LOCATION WITH OWNER & ARCHITECT. 100 DOOR WITH DOOR NUMBER. ® WINDOW OR GLAZED OPENING LADDER. REFER TO SECTIONS AND NOTES WHH � WALL HYDRANT IF EXTERIOR HB HOSE BIB IF INTERIOR 7m77m= METAL STUD FRAMED WALL, REFER TO INDEX SHEET FOR INFO. u r CMU WALL. REFER TO INDEX SHEET FOR INFO. -77777777=- BRICK WALL. REFER TO INDEX SHEET FOR INFO. Z W Q U 0 zzo3�� EIFS OVER SUBSTRATE. REFER TO SECTIONS FOR WIDTH AND PROFILE. IL OC d d W I EXISTING DOOR. REFER TO DOOR SCHEDULE EXISTING FRAMED WALL. ® EXISTING WINDOW. DEMO'D DOOR. ------ DEMO'D WALL. =� DEMO'D WINDOW. W1 WALL TYPE 12' WALL HEIGHT IF DESIGNATED HERE. IF NOT, SEE WALL TYPES THIS SHEET. DRAWINGS INDEX SHEET ARCHITECTURAL A1.1 FLOOR /ELECTRICAL PLANS, DOOR SCHEDULE A1.2 REF. CEILING PLAN. DETAILS. FIN. SCHEDULE Ld > N (� E f} by J awu °W Z uj u r < F_ Z W Q U 0 zzo3�� IL OC d d W I °°- oQ?��w� " U0u F- Q ��U. Z u O� =Z �=�oa�� w3z�u < Z85 z� °co Q oCZ CL C 4 Z O J 0 Z - = Z) rrZ)� s..�+ 3N�Zc0u �aUw0F -� W W� W,Z,,a V)z ZOU t-- _ ��?Q3�0 LU ' OD o m 1qq_ 00 C a CD U U LLJ cn (10 LU z u u L10 J LLJ Z o "' Q U Z DW ) CIO 0 u co u N O i .. .... Jam:. :Q, o _ W O o O w 6 .�_ z o _: N N 0 2 �'d rn w LL lai�� W U HORSEFERRY ROAD r RVJCV I LVVl111V IV G f2`-: s v Y J w u v 0 ry N KEYPLAN F W LL � Ln W O Z � Q N oc O O J LL H LL 070169 D Z J W Q U INDEX