Laserfiche WebLink
r-----� MANEUVERING <br />CLEARANCE <br />"-----4— <br />FRONT APPROACH <br />\ MANEUVERING <br />r CLEARANCE <br />—it-----� <br />SIDE APPROACH <br />PULL SIDE <br />--------------1 MANEUVERING <br />CLEARANCES <br />24" '1 <br />NOTE: <br />MIN. I YI = 54" MIN. IF <br />THE DOOR HAS <br />A CLOSER <br />24" <br />If H <br />L------------- <br />PUSH SIDE <br />NOTE: <br />Y2 = 48" MIN. IF THE DOOR HAS <br />A CLOSER <br />I-ATC 4 SIDE APPROACH <br />PULL SIDE <br />1 MANEUVERING <br />CLEARANCES <br />ez � <br />MIN. <br />X <br />�z I <br />F � � <br />t <br />L------J <br />PUSH SIDE <br />NOTE: <br />X = 12" MIN. IF THE DOOR HAS <br />BOTH A CLOSER AND A LATCH <br />FRONT APPROACH <br />PULL SIDE <br />MANEUVERING <br />CLEARANCES <br />� I <br />X <br />,�—�NOTE: <br />X ■ 36" MIN. IF YI = 60" <br />X = 42" MIN. IF YI = 54" <br />L 54" <br />} 4 MIN. <br />L + <br />PUSH SIDE <br />NOTE: <br />Y2 ■ 42" MIN. <br />Y2 = 48" MIN. IF THE DOOR HAS <br />BOTH A CLOSER AND A LATCH <br />HINGE SIDE APPROACH <br />A 15 <br />TWO DOORS N A SERIES <br />C <br />4'-O" <br />01 <br />PLAN <br />IS" CLR. <br />T/I <br />101 DOOR MANELIVERINCx CLEARANCES lei FIXED ACCESSIBLE TA15LE I <br />0 <br />EXISTING CONCRETE <br />SLAB <br />5AWCUT CONCRETE SLAB MIN. <br />1 1/2" DEEP AND BREAK OUT <br />EXISTING CONCRETE <br />3000 PSI CONCRETE INFILL <br />r <br />° <br />a ° <br />� a <br />a � <br />a ° <br />° <br />4 <br />a CEMENT <br />PROVIDE A MIN. STABALIZED <br />VAPOR BARRIER SAND <br />EQUIVALENT TO ° <br />STEGOWRAP BELOW <br />NEW CONCRETE - TAPE NEW PLUMBING <br />NEW VAPOR BARRIER <br />OR <br />TO EXISTING. PIPING CONDUIT <br />AS <br />REQUIRED <br />J(DISLAB CUT DETAIL I <br />SCALE: 1 1/2" = I'-0" <br />NOTE: <br />REFER TO FLOOR <br />PLAN FOR <br />LOCATION OF <br />ADA TABLE <br />BASES <br />3/16" THICK, 4 1/2" <br />DIAMETER STEEL <br />COVER PLATE, <br />WELDED TO <br />COLUMN —� <br />a <br />a a <br />1/4" HOLD <br />SQUARE STEEL CORE <br />DRILL BASE. SEE <br />POPEYE'S <br />2" SPECIFICATIONS AND <br />EQUIPMENT PLAN <br />FOR FLOOR FINISHES SEE <br />FLOOR FINISH PLAN <br />4 pp <br />a a a M <br />a a <br />aQ ° a <br />3° <br />SETTING MATERIAL <br />COi� 1DRILL TABLE BASE DETAIL <br />lei I <br />SLAB PENETRATION LEGEND <br />-0 <br />WASTE SUPPLY <br />0 <br />WATER SUPPLY <br />Q <br />ELECTRICAL SUPPLY <br />EXISTING FLOOR DRAIN <br />® <br />EXISTING FLOOR SINK <br />KEYED NOTES <br />OELECTRICAL SUPPLY THRU FLOOR BELOW COUNTER FOR FRONT <br />LINE ELECTRICAL SERVICE <br />OLOCATION OF WATER SUPPLY <br />OLOCATION OF WASTE SERVICE <br />OLOCATION OF CORE DRILL TABLE BASE - SEE DETAIL D/Alb <br />OPATCH AND REPAIR EXISTING WALL TO ALIGN WITH EXISTING <br />ADJACENT WALL <br />OEXISTING FLOOR DRAIN <br />OEXISTING FLOOR SINK <br />GENERAL NOTES <br />1. GENERAL CONTRACTOR TO VERIFY AND COORDINATE ALL <br />PLUMBING AND ELECTRICAL ROUGH -INS REQUIREMENTS AND <br />LOCATIONS WITH EQUIPMENT SUPPLIER. <br />2. G.G. TO NOTIFY ARCHITECT IN WRITING WITH ANY DISCREPANCIES <br />UPON DISCOVERY PRIOR TO COMMENCING WITH ANY WORK. <br />3. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR MORE <br />INFORMATION. <br />4. PROVIDE 4" THICK CONCRETE SLAB WITH 6X6 - WIA X WIA WWF ON <br />6 MIL. VAPOR BARRIER OVER WELL COMPACTED CLEAN TERMITE <br />TREATED FILL TO MATCH AND ALIGN WITH EXISTING ADJACENT <br />FINISHED FLOOR SLAB. SEE DETAIL C/Alb <br />5. 50% OF FLOOR DRAIN OR SINK MUST BE EXPOSED FOR EASY <br />ACCESS, COORDINATE WITH ALL LOCAL CODES AND <br />GOVERNING AUTHORITIES. <br />20 GA. STEEL CHANNEL <br />FASTEN TO STRUCTURE <br />ABOVE <br />3 5/8" 25 GA. L <br />GALV. STEEL <br />STUDS AT 6'-0" <br />FIRE BLOCKING AS PER FBC III <br />LAY IN CEILING - SEE SHEET IDI. <br />5/8" PLYWOOD SHEATHING. <br />FRP VENEER - SEE SHEET IDI. <br />FIRE BLOCKING AS PER FBC -111 <br />5/8" PLYWOOD SHELVING. <br />FRP VENEER - SEE SHEET IDI. <br />3 5/8" GALV. STEEL STUDS AT 16" <br />O.C, 20 GA.STUDS AT WALL <br />MOUNTED EQUIPMENT <br />5/8" DUROCK <br />25 GA. GALV. STEEL CHANNEL <br />FASTEN TO SLAB AT 24" O.C. <br />FINISH BASE MATERIAL - <br />SEE SHEET IDI. <br />FLOOR MATERIAL - SEE SHEET IDI. <br />EXISTING CONC. SLAB <br />TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS <br />FOLLOWS: <br />KITCHEN AND STORAGE AREAS: <br />0'-0" TO 3'-0" - 5/5" DUROCK CEMENT BOARD, <br />3'-0" AND ABOVE - 5/8" PLYWOOD. <br />SERVICE AREA: <br />5/8" MIN. PLYWOOD. <br />SALES AND SEATING AREAS: <br />5/8" GYPSUM BOARD. <br />101 <br />SLAB PENETRATION PLAN / DIMENSIONED PLAN <br />O <br />NOT USED <br />O <br />INTERIOR WALL SECTION <br />SCALE: 3/16" ■ I'-0" <br />SCALE: X" = X'-X" <br />SCALE: 1 1/2'' : 1'-0" <br />REVISIONS <br />BY <br />f, <br />� er <br />C" J <br />CO CN <br />N E mC\Jv <br />_ a:_ <br />/ <br />CD C • U <br />�r 8O U N rJ <br />E <br />q 5O 3 <br />~ L <br />r- a <br />N <br />E: <br />�I <br />UAW <br />w .Par <br />� x <br />�UCh Ga'§ <br />x W Ux <br />A 13. " <br />O: O O t <br />, <br />C. <br />'t <br />00 <br />o <br />� b v <br />o 0 <br />o <br />a� y <br />ul y <br />_U <br />a� <br />O <br />s` <br />O <br />�Z <br />y W <br />C <br />O Y v <br />o U � <br />O O <br />m <br />U <br />v Ln <br />V <br />O <br />-C•� LLB <br />X >— 4 Q. <br />Ld W a� <br />� � N <br />o p <br />•� a• <br />t <br />C <br />Date: 03. 28. 13 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: AZP <br />Job: 13-03 <br />Sheet <br />A 1 b <br />H:' Projects\Projects 2013\13003 - Popeyes Zephyrhills\04-CD\01-CD.A04-Architectural\Alb - SLP.B.dwg, 3/28/2013 2:52:52 PM, Xerox 6030.pc3 <br />