[
  "Date:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMA\n74:01:9\n6102/72/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ/SP\nCG\n2016-08\nCOVER SHEET &\nDRAWING INDEX\nG0-0\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION & ADDITION TO\nNORTH MACON PARK RECREATION CENTER\nBIBB COUNTY RECREATION DEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016 - 100% CONSTRUCTION DOCUMENTS\nDRAWING INDEX\nABBREVIATIONS & TERMS ABBREVIATIONS & TERMS ABBREVIATIONS & TERMS\nABBR. DEFINITION ABBR. DEFINITION ABBR. DEFINITION\nA FHWS FLAT HEAD WOOD PENT PENTHOUSE\nAB ANCHOR BOLT SCREW PL PROPERTY LINE\nACT ACOUSTICAL CEILING FIN FINISH PLAM PLASTIC LAMINATE G0-0 COVER SHEET & DRAWING INDEX\nTILE FLR FLOOR PLUMB PLUMBING LS-1 LIFE SAFETY PLAN & INFORMATION\nAD AREA DRAIN FR FIRE RESISTANT PLYWD PLYWOOD\nADD ADDENDUM FS FAR SIDE POL POLISHED CIVIL\nADD'L ADDITIONAL FT FOOT PORT CEM PORTLAND CEMENT\nWM2A ARCHITECTS\nADJ ADJACENT FTG FOOTING PP PUSH PLATE\n348 COTTON AVENUE SUITE 500\nAFF ABOVE FINISH FLOOR FV FIELD VERIFY PR PAIR\nMACON, GEORGIA 31201\nAGGR AGGREGATE FVC FIRE VALVE CABINET PREFAB PREFABRICATED\nAJS ARCHITECTURAL JOINT PSF POUNDS PER SQUARE 478-745-4945\nSYSTEM G FOOT CONTACT: CHARLES GREEN\nALT ALTERNATE GA GAUGE PSI POUNDS PER SQUARE\nALUM ALUMINUM GALV GALVANIZED INCH DRAWINGS\nANOD ANODIZED GB GRADE BEAM PT PRESSURE TREATED\nAPPROX APPROXIMATE GEN GENERAL PTD PAINTED\nC1-0 SITE UTILITIES AND GRADING PLAN\nARCH ARCHITECTURAL GFRC GLASS-FIBER\nC6-1 INITIAL STORMWATER POLLUTION PREVENTION PLAN\nATOS ABOVE TOP OF SLAB REINFORCED CONCRETE Q\nC6-3 FINAL STORMWATER POLLUTION PREVENTION PLAN\nGI GALVANIZED IRON QT QUARRY TILE\nC6-6 STORMWATER POLLUTION PREVENTION DETAILS\nB GL GLASS\nBD BOARD GND GROUND R\nSTRUCTURAL\nBF BACKFACE GR GRADE R RISER\nBG BUMPER GUARD GRG GLASS-REINFORCED RAD RADIUS KORNEGAY ENGINEERING\nBL BED LOCATOR GYPSUM RAD RADIUS 363 PIERCE AVE, SUITE 202\nBL BUILDING LINE GYP BD GYPSUM BOARD RAF RUBBERIZED ASPHALT MACON, GA 31204\nBLDG BUILDING FLASHING\n478-745-6161\nBLKG BLOCKING H RAM RUBBERIZED ASPHALT\nCONTACT: ADAM CROSBY\nBM BEAM HB HOSE BIB MEMBRANE\nBOT BOTTOM HCWD HOLLOW CORE WOOD RAU RUBBERIZED ASPHALT\nDOOR UNDERLAYMENT DRAWINGS\nBR BUMPER RAIL\nHDW HARDWARE RB RUBBER BASE\nBRG BEARING\nHDWD HARDWOOD RCP REFLECTED CEILING S0-0 GENERAL NOTES AND DETAILS\nBSM BUILDING SYSTEMS\nPLAN\nMANUFACTURER HK HOOK S0-1 GENERAL NOTES AND DETAILS\nRD ROOF DRAIN\nBSMT BASEMENT HM HOLLOW METAL S1-0 PLANS, SECTIONS & DETAILS\nREBAR REINFORCING BAR BTW BTW HOR HORIZONTAL S2-0 CANOPY PLANS, SECTIONS & DETAILS\nRECP RECEPTACLE\nBU ROD BACK-UP ROD HP HIGH POINT\nREF REFER OR REFERENCE\nBUR BUILT-UP ROOF HR HOUR ARCHITECTURAL\nREINF REINFORCING\nBW BEARING WALL HS HEADED STUD\nRELOC RELOCATE/RELOCATED WM2A ARCHITECTS\nHSKP HOUSEKEEPING\nREQ'D REQUIRED 348 COTTON AVENUE SUITE 500\nC HT HEIGHT\nREV REVERSE MACON, GEORGIA 31201\nCDR CARD READER HW HAND WASH\nRFVC RECESSED FIRE VALVE 478-745-4945\nCEM CEMENT\nCABINET\nCER CERAMIC I CONTACT: TREY WOOD\nRM ROOM\nCG CORNER GUARD ID INSIDE DIAMETER\nRO ROUGH OPENING\nCIP CAST IN PLACE INSUL INSULATION AS-1 ARCHITECTURAL SITE PLAN\nRTF ROOF TOP FAN UNIT\nCJ CONTROL JOINT INT INTERIOR AD-1 DEMOLITION FLOOR PLAN\nRTU ROOF TOP UNIT\nCJ CONSTRUCTION JOINT A1-0 FLOOR PLAN - EXISTING\nCL CENTER LINE J S A1-1 FLOOR PLAN - NEW WORK\nCLR CLEAR JT JOINT\nSAB SOUND ATTENUATION A1-2 ENLARGED FLOOR PLAN, SCHEDULES & ACCESSORIES\nCMU CONCRETE MASONRY BLANKET A1-3 CANOPY PLANS & SECTIONS\nUNIT K\nSB SPLASH BLOCK A1-9 ROOF PLAN & ROOF DETAILS\nCNTRTOP COUNTERTOP K KIPS (1000 LB)\nSBC STANDARD BUILDING\nA2-1 EXTERIOR ELEVATIONS\nCOL COLUMN KO KNOCK-OUT CODE\nCOMM COMMUNICATIONS KP KICKPLATE SCHED SCHEDULE A2-2 DOOR SCHEDULE & DETAILS\nCONC CONCRETE KPD KEYPAD SCR SCRIBE A2-3 WINDOW SCHEDULE & DETAILS\nCONN CONNECTION KSF KIPS PER SQUARE FOOT SCWD SOLID CORE WOOD A3-1 BUILDING SECTIONS\nCONST CONSTRUCTION KT KEYBOARD TRAY DOOR A3-2 WALL SECTIONS\nCONT CONTINUOUS SD SOAP DISPENSER A3-3 WALL SECTIONS\nCOORD COORDINATE L SDL SUPERIMPOSED DEAD A3-4 WALL SECTIONS\nCORR CORRIDOR LAV LAVATORY LOAD\nA4-1 WALL DETAILS\nCR CRASH RAIL LG LONG SECT SECTION\nA5-1 INTERIOR ELEVATIONS\nCSK COUNTERSUNK LGMS LIGHT GAUGE METAL SHR SHOWER\nA5-2 INTERIOR ELEVATIONS\nCSS CLINICAL SERVICE SINK STUD SHT SHEET\nA5-3 INTERIOR ELEVATIONS\nCT CERAMIC TILE LKB LOCKABLE SHW SHOWER\nCTD CENTERED LL LIVE LOAD SIM SIMILAR A5-4 CASEWORK DETAILS\nCTR CENTER LLH LONG LEG HORIZONTAL SJ SCORED JOINT A6-1 REFLECTED CEILING PLAN\nCW CURTAIN WALL LLV LONG LEG VERTICAL SMS SHEET METAL SCREW A7-1 FINISH PLAN & SCHEDULE\nLOC LOCATION SO STRUCTURAL OPENING\nD LTG LIGHT SOG SLAB ON GRADE MECHANICAL\nD DEPTH LTP LIGHT POLE SP SPANDREL PANEL AH&P ENGINEERING\nDET DETAIL LWC LIGHTWEIGHT CONCRETE SPA SPACE, SPACING 250 CHARTER LANE\nDIA DIAMETER SPEC SPECIFICATION\nMACON, GA 31210\nDIAPH DIAPHRAGM M SQ SQUARE REVISIONS\n478-405-8301\nDIM DIMENSION MAS MASONRY SS STAINLESS STEEL\nDJ DEFLECTION JOINT MAT'L MATERIAL STA STATION CONTACT: ROB McGREGGOR # DATE DESCRIPTION\nDL DEAD LOAD MAX MAXIMUM STD STANDARD\nDN DOWN MECH MECHANICAL STIFF STIFFENER DRAWINGS\nDS DOWNSPOUT MEMB MEMBRANE STL STEEL\nDW DRYWALL MFG MANUFACTURER STRUC STRUCTURAL MD101 MECHANICAL DEMOLITION FLOOR PLAN\nDWG DRAWING MIN MINIMUM SUSP SUSPENDED M101 MECHANICAL NEW WORK FLOOR PLAN\nDWMS DRY WALL METAL STUD MISC MISCELLANEOUS SYM SYMMETRICAL M501 MECHANICAL DETAILS\nMO MASONRY OPENING SYS SYSTEM M601 MECHANICAL LEGEND, GENERAL NOTES & SCHEDULES\nE MOD MODIFIED\nEA EACH MOD BIT MODIFIED BITUMEN T PLUMBING\nEF EACH FACE MSL MEAN SEA LEVEL T TREAD\nAH&P ENGINEERING\nEIFS EXTERIOR INSULATION MT METAL THRESHOLD T&B TOP AND BOTTOM\n250 CHARTER LANE\nAND FINISH SYSTEM MTL METAL T&G TONGUE AND GROOVE\nMACON, GA 31210\nEJ EXPANSION JOINT TC TOP OF CURB\nEL ELEVATION N TEL TELEPHONE 478-405-8301\nELEC ELECTRIC N/A NOT APPLICABLE TEMP TEMPERATURE CONTACT: RODNEY HOPKINS\nELEV ELEVATOR NA NOT AVAILABLE THK THICK\nEQ EQUAL NIC NOT IN CONTRACT TLT TOILET DRAWINGS\nEQUIP EQUIPMENT NOM NOMINAL TOB TOP OF BEAM\nESC ESCALATOR NS NEAR SIDE TOC TOP OF CONCRETE P101 PLUMBING DEMOLITION AND NEW WORK PLANS, DETAILS,\nEW EACH WAY NTS NOT TO SCALE TOF TOP OF FOOTING\nSCHEDULE AND LEGEND\nEWC ELECTRIC WATER NWC NORMAL WEIGHT TOP TOP OF PARAPET\nCOOLER CONCRETE\nTOS TOP OF SLAB\nELECTRICAL\nEXIST, EX, EXISTING TOSTL TOP OF STEEL\nEXG O TRK TRACK AH&P ENGINEERING\nEXP BLT EXPANSION BOLT O,C OWNER FURNISHED, TW TOP OF WALL 250 CHARTER LANE\nEXT EXTERIOR CONTRACTOR INSTALLED MACON, GA 31210\nTYP TYPICAL\nO,O OWNER FURNISHED, 478-405-8301\nF OWNER INSTALLED\nV CONTACT: ED MILLER\nFD FLOOR DRAIN OA OVERALL\nUNO UNLESS NOTED\nFDN FOUNDATION OC ON CENTER OTHERWISE\nDRAWINGS\nFE FIRE EXTINGUISHER OD OUTSIDE DIAMETER VAR VARIES\nFEC FIRE EXTINGUISHER OD OVERFLOW DRAIN VCT VINYL COMPOSITION TILE\nCABINET OH OPPOSITE HAND ED101 ELECTRICAL LIGHTING DEMOLITION FLOOR PLAN VERT VERTICAL\nFF FINISH FLOOR OPNG OPENING ED201 ELECTRICAL POWER DEMOLITION FLOOR PLAN\nVEST VESTIBULE\nFFE FINISH FLOOR ELEVATION OPP OPPOSITE ED301 ELECTRICAL LOW VOLTAGE DEMOLITION FLOOR PLAN\nVTR VENT THROUGH ROOF\nFH FIRE DYDRANT OSF OUTSIDE FACE E101 ELECTRICAL NEW WORK LIGHTING FLOOR PLAN\nVWC VINYL WALL COVERING\nFHC FIRE HOSE CABINET E201 ELECTRICAL NEW WORK POWER FLOOR PLAN\nP W E301 ELECTRICAL NEW WORK LOW VOLTAGE FLOOR PLAN\nPC PORTLAND CEMENT\nW WIDTH E701 ELECTRICAL DETAILS\nPCF POUNDS PER CUBIC\nW/ WITH E801 ELECTRICAL LEGEND AND SCHEDULES\nFOOT\nW/O WITHOUT\nPD PENCIL DRAWER\nWD WOOD\nWF WIDE FLANGE\nWL WIND LOAD\nWP WATERPROOF(ING)\nWP WORK POINT\nWR WATER RESISTANT\nWWF WELDED WIRE FABRIC",
  "MP ROOM\n119\nASSEMBLY, UNCONCENTRATED OCC. TYPE\n760 SF @\n15 SF/P =\nEXIT #4 51 People EXIT #5\nOCCUPANTS = 48 OCCUPANTS = 26\nWIDTH REQUIRED = 9.6\" WIDTH REQUIRED = 5.2\"\nWIDTH PROVIDED = 33.63\" WIDTH PROVIDED = 33.63\"\nSTORAGE\n120\nEXIT #3 STORAGE OCC. TYPE\n71 SF @\nOCCUPANTS = 239 300 SF/P =\n1 People LIFE SAFETY LEGEND\nWIDTH REQUIRED = 47.8\"\nWIDTH PROVIDED = 68.5\"\nSHOWERS F\n122 SHOWERS M\nTOILET OCC. TYPE TLT F 124 SM SM SM • PARTITION TO RESIST\n53 SF @\nTOILET OCC. TYPE\n1 People 121\n120 SF @\nTOILET OCC. TYPE THE PASSAGE OF SMOKE\nSTORAGE 268 SF @ 2 People EXIT #6\n129 6 People OCCUPANTS = 40 1HR 1HR 1HR • 1-HOUR FIRE BARRIER\nSTORAGE OCC. TYPE TLT M\n132 SF @ 123 WIDTH REQUIRED = 8\"\n(IBC SEC. 707)\n300 SF/P = TOILET OCC. TYPE\nJAN. WIDTH PROVIDED = 68.5\" 1 People 407 SF @\n1SM 1SM 1SM 118 4 People • 1-HOUR SMOKE BARRIER\nSTORAGE OCC. TYPE\n24 SF @\n(IBC SEC. 709)\n300 SF/P =\n1 People\nVEST. • PATH OF TRAVEL\n125\n38 SF FEC • FIRE EXTINGUISHER /\nCABINET\n• EXITING OCCUPANT LOAD\nOFC.\n117\nBUSINESS OCC. TYPE AK\n168 SF @\n126\n100 SF/P =\nMECH OCC. TYPE 2 People\n273 SF @\n300 SF/P =\n1 People\nKILNS\nGATHERING\nSTORAGE 115\nAREA STORAGE OCC. TYPE\n113\n105 205 SF @\nOFC. STORAGE OCC. TYPE 300 SF/P =\nASSEMBLY, UNCONCENTRATED OCC. TYPE 80 SF @ 116 280 SF @ 300 SF/P = 1 People\nBUSINESS OCC. TYPE 15 SF/P = 1 People\n168 SF @ 19 People\n100 SF/P =\n2 People\nMP ROOM\n112\nEQUIP. CRAFT\nASSEMBLY, UNCONCENTRATED OCC. TYPE\n128 978 SF @ 114\nSTORAGE OCC. TYPE 15 SF/P = ASSEMBLY, UNCONCENTRATED OCC. TYPE\n177 SF @ 66 People 419 SF @\n300 SF/P = 15 SF/P =\n1 People 28 People\nGYMNASIUM\n127\nASSEMBLY, UNCONCENTRATED OCC. TYPE\n7,140 SF @ EXIT #7\n15 SF/P =\n476 People RECEPT. OCCUPANTS = 66\nVEST.\n104 WIDTH REQUIRED = 13.6\"\n111\nBUSINESS OCC. TYPE\n140 SF @ 40 SF WIDTH PROVIDED = 72.75\"\n100 SF/P =\n2 People\nCORR.\n101 KITCHEN\nTROPHY 1,927 SF\n108\nCASE\nKITCHEN OCC. TYPE\n103 MTG ROOM 249 SF @\nASSEMBLY, UNCONCENTRATED OCC. TYPE 106 200 SF/P =\n38 SF @ 2 People\nASSEMBLY, UNCONCENTRATED OCC. TYPE\n15 SF/P = 954 SF @\n3 People VEST. 15 SF/P =\n100 64 People\n55 SF STORAGE ELEC.\n107 110\nSTORAGE OCC. TYPE MECH OCC. TYPE\n48 SF @ 70 SF @\n300 SF/P = PANTRY 300 SF/P =\n1 People 109 1 People\nSTORAGE OCC. TYPE\n36 SF @\n300 SF/P =\n1 People\nEXIT #2 EXIT #1\nOCCUPANTS = 239 OCCUPANTS = 79\nWIDTH REQUIRED = 47.8\" WIDTH REQUIRED = 15.8\"\nWIDTH PROVIDED = 68.5\" WIDTH PROVIDED = 68.5\"\nECNATSID\nTIXE\n\"1-'36\n26\n26\n48\n239*\n6\n1 7\n40\nNOTE:NOT AN EXIT\n25\n34\n2\n2\n0\n1 47'-2\" EXIT DISTANCE\n9\n8\"\n1/\n1\n8'-\n1 1 NOTE:HALF OF\nGATHERING AREA 2\nOCCUPANTS WILL BE\nSPLIT FOR EGRESS\n33 29\n66\n32 33 4\n2\nNOTE:NOT AN EXIT 79\n68.5\n239*\n5.86\n68.5\n36.33\n36.33\n68.5\n57.27\nLIFE SAFETY INFORMATION\nWALL TYPE (SEE A4-1) WALL TYPE MODIFIER FIRE RATING WALL HATCH PATTERN LEGEND\nSTUD/CMU WIDTH BUILDING INFORMATION :\nA. 5/8\" GYP BD EACH SIDE (NO SAB: STC 45 / WITH SAB: STC 49) 0 NOT RATED\nWALL TYPE MODIFIER PARTITION TO RESIST THE\nFIRE RATING B. 5/8\" GYP BD EACH SIDE UL# U465, GA FILE NO: WP1200 (NO S PARTITION TO RESIST THE PASSAGE OF SMOKE PASSAGE OF SMOKE PROJECT NAME: RENOVATION & ADDITION TO NORTH MACON PARK RECREATION CENTER\nSAB: STC 45 / WITH SAB: STC 49) B 1 HOUR RATED SMOKE BARRIER ADDRESS: 815 NORTH MACON PARK DRIVE\n1 HOUR RATED FIRE C. (2) LAYERS 5/8\" GYP BD EACH SIDE UL# U411, GA FILE NO: C 2 HOUR RATED SMOKE BARRIER MACON, GA 31210\nBARRIER\nWP1548 (NO SAB: STC 50 / WITH SAB: STC 54) 1 1 HOUR RATED FIRE BARRIER USE: GYMNASIUM\nA 2 F 3 D. (1) LAYER 1\" GYP BD SHAFT SIDE, 2 LAYERS 1/2\" GYP BD 2 2 HOUR RATED FIRE BARRIER / FIRE WALL 1 HOUR RATED SMOKE OWNER: MACON-BIBB COUNTY RECREATION DEPARTMENT\nOTHER SIDE UL# U438, GA FILE NO: WP 7095 (NO SAB: STC 45 / 3 3 HOUR RATED FIRE WALL BARRIER\nWITH SAB: STC 49) 4 4 HOUR RATED FIRE WALL NON RATED CODE ANALYSIS :\n# STUD WIDTH CMU WIDTH E. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY (NO SAB: STC 45 / SYMBOL DESIGNATION MASONRY\nWITH SAB: STC 49) I. APPLICABLE CODES:\n1 1 5/8\" NON RATED MASONRY\n2 2 1/2\" F. NO SHEATHING FOR WALL TYPES INDICATED TO RECEIVE SOUND STACKED WALL -CMU BASE & -NFPA 101 -LIFE SAFETY CODE (2012),\n3 3 5/8\" G. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD EACH SIDE ATTENUATION, EXTEND SOUND ATTENUATION TO FULL GYP FURRING WALL TOP -RULES AND REGULATIONS FOR THE STATE MINIMUM FIRE SAFETY; CH. 120-3-20\n4 3 5/8\" H. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD ONE SIDE ONLY HEIGHT OF WALL UNLESS OTHERWISE INDICATED. REFER MODIFICATIONS (2014),\n6 6\" 5 5/8\" I. NOT USED TO INDIVIDUAL WALL TYPE MODIFIER FOR STC RATINGS. -GEORGIA ACCESSIBILITY CODE FOR BUILDINGS AND FACILITIES; (GAC) -CH.\nJ. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY. TEMPORARY 120-3-20(1997)\n8 8\" 7 5/8\" INFECTION CONTROL WALL SEAL TO FLOOR AND DECK. X#X# X#X# -INTERNATIONAL FIRE CODE (IFC) (2012),\n12 11 5/8\"\nK. DOUBLE SIDED FURRING WALL -(1) LAYER 5/8\" GYP BD -INTERNATIONAL BUILDING CODE (IBC) (2012),\nEXPOSED SIDE ONLY OVER TWO LAYERS OF 2 1/2\" METAL\nFRAMING, GYP BD TO BE FLUSH W/ CMU WITH SOUND NO SOUND II. OCCUPANCY TYPE:\nATTENUATION ATTENUATION -ASSEMBLY, GROUP A-3 (LSC 6.1.2, CHAPTER 12)\nIII. EXISTING BUILDING CONSTRUCTION TYPE:\n-TYPE IIB (IBC TABLE 602.2)\n-TYPE II(0,0,0) (LSC TABLE A.8.2.1)\nNEW BUILDING CONSTRUCTION TYPE:\n-TYPE IIB (IBC TABLE 602.2)\n-TYPE II(0,0,0) (LSC TABLE A.8.2.1)\nIV. BUILDING AREA:\n-ALLOWABLE: 2 STORIES @ 9,500 SF (IBC TABLE 503)\n-TOTAL ALLOWED AREA\n9,500 SF ALLOWED: + 7,125 SF PERIMETER INCREASE (SEE CALCULATION ON LEFT)\n= 16,625 SF ALLOWABLE AREA\n-ACTUAL BUILDING AREA: 1 STORY @ 16,607 SF\nV. HOURLY FIRE RATINGS(IBC TABLE 601, LSC TABLE A.8.2.1):\nBUILDING COMPONENT RATING\n-STRUCTURAL FRAME: 0 HOURS\n-BEARING WALLS, EXT.: 0 HOURS\n-BEARING WALLS, INT.: 0 HOURS\n-NON-BEARING WALLS, EXT.: 0 HOURS\n-NON-BEARING WALLS, INT.: 0 HOURS\n-FLOOR CONSTRUCTION: 0 HOURS\n-ROOF CONSTRUCTION: 0 HOURS\nVI. FIRE SUPPRESSION SYSTEM:\n-PORTABLE FIRE EXTINGUISHERS\nVII. FIRE SAFETY CONCEPT:\n-APPEND A NON-SEPARATED ADDITION TO A TYPE IIB, NON-SPRINKLED BUILDING. FIRE\nALARM & PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED.\nVIII.OTHER LIFE SAFETY CONSIDERATIONS (MOST STRINGENT OF APPLICABLE CODES\nGOVERNS):\nA. OCCUPANT LOAD: (IBC TABLE 1004.1.2, LSC 7.3.1.2)\nREFERENCE FLOOR PLAN & SCHEDULE FOR INDIVIDUAL LOADS\nTOTAL OCCUPANT LOAD = 738 OCCUPANTS\nB. EXIT DOOR CAPACITY (IBC TABLE 1005.3.2, LSC TABLE 7.3.3.1)\n-0.2” EGRESS WIDTH PER OCCUPANT SERVED\nSEE LIFE SAFETY PLAN FOR REQUIRED AND PROVIDED EGRESS WIDTHS\nC. EGRESS DOORS(IBC 1018.1)\n-NO RATING REQUIRED\n-PANIC HARDWARE REQUIRED AT EXIT DOORS, DENOTED ON FLOOR PLAN WITH AN\nASTERISK (*), PER LSC 12.2.2.2.3\nD. DEAD END (LSC 12.2.5.1.3) = 20 FEET\n-LSC TABLE A.7.6.1 ALLOWS 50’, THEREFORE IBC 20’ LIMITATION GOVERNS\nE. TRAVEL DISTANCE(IBC TABLE 1016.2) = 200 FEET ALLOWABLE\n-LSC 12.2.6.2 ALLOWS 200’ FROM ANY POINT IN A ROOM TO EXIT\nMAXIMUM ACTUAL EXIT DISTANCE = 63'-1\"\nF. INTERIOR FINISH\n1.INTERIOR WALL AND CEILING FINISH (IBC TABLE 803.5, LSC 12.3.3.2)\nINTERIOR WALL AND CEILING FINISH COMPLYING WITH 10.2.3 SHALL BE AT\nA MINIMUM REQUIREMENT CLASS A IN EXIT ENCLOSURES AND\nPASSAGEWAYS, CLASS B IN CORRIDORS, AND CLASS C IN OFFICE AREAS.\n2.INTERIOR FLOOR FINISH (LSC 12.3.3.5) -CLASS II\nFEC\nFEC\n1\nFE Date:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSEE SITE PLAN FOR FIRE\nHYDRANT LOCATION\nSheet Number:\nMA\n05:01:9\n6102/72/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nLIFE SAFETY PLAN &\nINFORMATION\nLS-1\nSTNEMUCOD\nNOITCURTSNOC\nROOMS - 2012 NFPA 101 OCCUPANT LOAD ANALYSIS\nNAME RM # AREA NFPA 7.3.1.2 OCC USE NFPA 7.3.1.2 ROUNDED\nOCC. LOAD OCC'S\nASSEMBLY, UNCONCENTRATED\nCRAFT 114 419 SF ASSEMBLY, UNCONCENTRATED 15 28\nGATHERING AREA 105 280 SF ASSEMBLY, UNCONCENTRATED 15 19\nGYMNASIUM 127 7,140 SF ASSEMBLY, UNCONCENTRATED 15 476\nMP ROOM 112 978 SF ASSEMBLY, UNCONCENTRATED 15 66\nMP ROOM 119 760 SF ASSEMBLY, UNCONCENTRATED 15 51\nMTG ROOM 106 954 SF ASSEMBLY, UNCONCENTRATED 15 64\nTROPHY CASE 103 38 SF ASSEMBLY, UNCONCENTRATED 15 3\n707\nBUSINESS\nOFC. 117 168 SF BUSINESS 100 2\nOFC. 116 168 SF BUSINESS 100 2\nRECEPT. 104 140 SF BUSINESS 100 2\n6\nCIRCULATION\nCORR. 101 1,927 SF CIRCULATION 0\nLEGEND - WALL TYPES\nVEST. 125 38 SF CIRCULATION 0\n1 1/2\" = 1'-0\" VEST. 100 55 SF CIRCULATION 0\nVEST. 111 40 SF CIRCULATION 0\n0\nKITCHEN\nKITCHEN 108 249 SF KITCHEN 200 2\n2\nMECH\nAK 126 273 SF MECH 300 1\nELEC. 110 70 SF MECH 300 1\n2\nSTORAGE\nEQUIP. 128 177 SF STORAGE 300 1\nJAN. 118 24 SF STORAGE 300 1\nKILNS 115 205 SF STORAGE 300 1\nPANTRY 109 36 SF STORAGE 300 1\nSTORAGE 113 80 SF STORAGE 300 1\nSTORAGE 107 48 SF STORAGE 300 1\nSTORAGE 120 71 SF STORAGE 300 1\nSTORAGE 129 132 SF STORAGE 300 1\n8\nTOILET\nSHOWERS F 122 53 SF TOILET 1\nSHOWERS M 124 120 SF TOILET 2\nTLT F 121 268 SF TOILET 6\nTLT M 123 407 SF TOILET 4\n13\nTOTAL OCCUPANT LOAD 738\nREVISIONS\n# DATE DESCRIPTION\nSCALE: 1/8\" = 1'-0\"\nLIFE SAFETY PLAN\n1\n1/8\" = 1'-0\"\n0' 4' 8' 16' 32'",
  "EXISTING PLAYGROUND TO REMAIN\nEXISTING PICNIC SHELTER\nTO REMAIN\nNEW 1,142 GSF\nADDITION\nEXG SANITARY\nSEWER MANHOLE\nCOVER\nEXISTING 15,465 GSF\nRECREATION CENTER\nFFE = 397'\nEXG. TRANSFORMER\n+/-\nENCLOSURE & PAD\nLP LP\nCONCRETE SIDEWALK\nFH\nASPHALT PARKING\nLOT\nTINU\nCAVH\nETERCNOC\nDAP\nWEN\nXE G\n401\n'\n384\n400\n'\n'\n400\n'\n399\n'\n398\n400'\n'\n397\n'\n388 392 396 396 392\nPROVIDE SEED &\n396.1\n' ' ' 396 TEMPORARY IRRIGATION AT ' '\nNEW DS & SB hp\n396. ' 396. 396. ALL NEW CUT AREAS\n395.\n395.\nDS 3 3 D3S\n5\n5\nNEW HEAT PUMP & 6\"\nCONCRETE MONOLITHIC\nSLAB\nNEW CONCRETE\n395. 395.\n396. 396. SIDEWALK\nNEW 0CONCRETE 396. 396. 7 0\n3\nSIDEWALK 9\n3\n396. 396.\n394.5 396. FFE = 397'\n7396. 1 396.\n' 4 DS +/- DS 394.\n396.\n396.\n9 1\n5\n3\n5\n396. 394.\n7 0\nEXISTING AIR HANDLING\n& ELECTRICAL\nEQUIPMENT TO REMAIN\nDS\nDS\nDS\n388\n'\nDS\n384\n'\nDS\n380\n'\nDS DS\nEXG CONCRETE NEW ENTRANCE\n376\nSIDEWALK CANOPY\n'\nNEW CONCRETE BENCH W/\nSKATEBOARD STOPS @ 36\" OC\nMAX\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMA\n04:35:8\n6102/13/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nAuthor\nChecker\n2016-08\nUTILITIES AND GRADING\nPLAN\nC-1.0\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nLANDSCAPING SITE PLAN\n1\n1\" = 10'-0\"",
  "EXISTING PLAYGROUND TO REMAIN\nEXISTING PICNIC SHELTER\nTO REMAIN\nNEW 1,142 GSF\nADDITION\nEXG SANITARY\nSEWER MANHOLE\nCOVER\nEXISTING 15,465 GSF\nRECREATION CENTER\nFFE = 397'\nEXG. TRANSFORMER\n+/-\nENCLOSURE & PAD\nLP LP\nCONCRETE SIDEWALK\nFH\nASPHALT PARKING\nLOT\nTINU\nCAVH\nETERCNOC\nDAP\nWEN\nXE G\n401\n'\n384\n400\n'\n'\n400\n'\n399\n'\nDS2\nDS2 398\n400'\n'\n397\n388 392 396 SD1 ' 396 392\nPROVIDE SEED &\n396.1\n' ' ' 396 TEMPORARY IRRIGATION AT ' '\nNEW DS & SB hp\nDASHED LINE: 396. ' 396. 396. ALL NEW CUT AREAS\nLIMITS OF 395.\n395.\nDS 3 3 D3S SD1\nCONSTRUCTION\n5 5 DS2\nNEW HEAT PUMP & 6\" DASHED LINE:\nDU DU LIMITS OF\nCONCRETE MONOLITHIC\nCONSTRUCTION\nRD\nSLAB\nNEW CONCRETE\n395. 395.\n396. 396. SIDEWALK\nDS2 NEW 0CONCRETE 3 396. 396. 7 0\nSIDEWALK 9\n3\n396. 396. SD4\n394.5 396. FFE = 397' SD1\n7396. 1 396.\n' 4 DS +/- DS 394.\nDU 396. 396.\n9 1\n5 DU\n3\n5\n396. 394.\nDS2\n7 0\nRD\nEXISTING AIR HANDLING\n& ELECTRICAL\nEQUIPMENT TO REMAIN\nDS\nDS\nDS1\nSD1\nDU\nDS\n388\n'\nDS\nDS1\nDU\n384\n'\nDS\n380\n'\nDS DS\nEXG CONCRETE NEW ENTRANCE\n376\nSIDEWALK CANOPY\nDS1 SD1 '\nDU\nNEW CONCRETE BENCH W/\nSKATEBOARD STOPS @ 36\" OC\nMAX\nSD1\nSD1\nCO\nCONSTRUCTION\nENTRANCE\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMA\n33:55:8\n6102/13/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nAuthor\nChecker\n2016-08\nINITIAL STORMWATER\nPOLUTION PREVINTION\nPLAN\nC-6.1\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nLANDSCAPING SITE PLAN - NOTES -\nONE\n1\n1\" = 10'-0\"",
  "EXISTING PLAYGROUND TO REMAIN\nEXISTING PICNIC SHELTER\nTO REMAIN\nNEW 1,142 GSF\nADDITION\nEXG SANITARY\nSEWER MANHOLE\nCOVER\nEXISTING 15,465 GSF\nRECREATION CENTER\nFFE = 397'\nEXG. TRANSFORMER\n+/-\nENCLOSURE & PAD\nLP LP\nCONCRETE SIDEWALK\nFH\nASPHALT PARKING\nLOT\nTINU\nCAVH\nETERCNOC\nDAP\nWEN\nXE G\n401\n'\n384\n400\n'\n'\n400\n'\n399\n'\n398\n400'\nDS3\n'\n397\n'\n388 392 396 396 392\nPROVIDE SEED &\nTP 396.1\n' ' ' 396 TEMPORARY IRRIGATION AT ' '\nNEW DS & SB hp\nDASHED LINE: 396. ' 396. 396. TP ALL NEW CUT AREAS\nLIMITS OF 395.\n395.\nDS 3 3 D3S\nCONSTRUCTION\n5 5 DASHED LINE:\nNEW HEAT PUMP & 6\" LIMITS OF\nCONSTRUCTION CONCRETE MONOLITHIC\nRD\nSLAB\nNEW CONCRETE\n395. 395.\n396. 396. SIDEWALK\nNEW 0CONCRETE 396. 396. 7 0 3\nSIDEWALK 9\n3\n394.5 DS3 396. 396. FFE = 397' 396. SD4 SD1\n7396. 1 396. DS3\n' 4 DS +/- DS 394.\n396.\n396.\n9 1\n5\n3\n5\n396. 394.\n7 0\nDS2\nRD\nEXISTING AIR HANDLING\n& ELECTRICAL\nEQUIPMENT TO REMAIN\nDS\nDS\nSD1\nDS3\nTP\nDS\n388\n'\nDS\n384\n'\nDS\n380\n'\nDS DS\nNEW ENTRANCE\nEXG CONCRETE\nCANOPY\n376\nSIDEWALK\nDS4 DS4 SD1 '\nTP TP\nNEW CONCRETE BENCH W/\nSKATEBOARD STOPS @ 36\" OC\nMAX\nDS3\nTP\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMA\n61:65:8\n6102/13/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nAuthor\nChecker\n2016-08\nFINAL STORMWATER\nPOLUTION PRENTION\nPLAN\nC-6.3\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nLANDSCAPING SITE PLAN - NOTES -\nTWO\n1\n1\" = 10'-0\"",
  "Date:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMA\n41:85:8\n6102/13/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nAuthor\nChecker\n2016-08\nSTORMWATER\nPOLUTION PREVENTION\nDETAILS\nC-6.4\nSTNEMUCOD\nNOITCURTSNOC\nLEGEN\nREVISIONS\n# DATE DESCRIPTION",
  "I. General III. Reinforcing Steel VI. Structural Steel\n1. 1. 1. VII. Cold-Formed Steel Stud Framing and Cold-Formed Trusses\nSee project specifications for requirements in addition to general notes. Coordinate these drawings with existing conditions, and coordinate all Reinforcing steel shall be new billet steel, deformed bars conforming to ASTM A615, grade 60, and shall be free from any form release Design, detailing, fabrication and erection of structural steel shall be in accordance with the code-referenced AISC manual of\ndimensions and wall locations with the Architectural drawings.The general contractor shall immediately notify the Architect and the Structural agents. steel construction, specification for steel buildings, and code of standard practice. 1.\nEngineer of any discrepancies within the construction documents. All cold-formed structural steel members, accessories, and connections shall be designed by professional engineer licensed in\n2. 2. the state of project location in accordance with the referenced code. Design shall be in accordance with the American Iron and Steel\n2. Welded wire fabric shall be sheets of new billet steel cold drawn, conforming to ASTM Specification A185, grade 60. Steel fabricator shall be currently certified by the AISC Quality Certification Program for Structural Steel Fabrications and Institute (AISI) \"Specification for the Design of Cold-Formed Structural Steel Members\". All cold-formed steel stud framing shall be\nThe structural drawings should not be used to size or locate doors, windows, toilet partitions, or non-load bearing walls. designated as \"AISC Certified Fabricator, Conventional Building Category.\" Contractor shall submit in writing to the structural manufactured by current members of the Steel Stud Manufacturer's Association (SSMA). The installation shall comply with the\n3. engineer, at the time of bid. Proof of certification for the steel fabricator(s) supplying structural steel. manufacturer's recommendations.\n3. Bar supports, design, detailing, fabrication and placing of reinforcing steel shall be in accordance with ACI 318 and \"The Manual of\nSee architectural for all expansion joint covers. Standard Practice for Detailing Reinforced Concrete Structures,\" ACI 315. 3. 2.\nMaterials shall meet the following minimum requirements: All Structural members shall be formed from corrosion-resistant steel corresponding to the requirements of ASTM 1003 (or ASTM-\n4. 4. a. W-Shapes = ASTM 992 A653). Welds shall be touched up with a zinc rich protective paint for corrosion resistance. Structural steel studs shall have a\nDesign and construction shall be in accordance with the 2012 International Building Code. Splices for continuous bars shall be class B, unless noted otherwise. Welded wire fabric shall be lapped 12\" minimum. b. Hollow Structural Shapes = ASTM A500, Grade B minimum thickness of 33 MILS and shall have a minimum yield strength 33 KSI.\nc. Plates, Bars, Angles, C-Shapes, MC-Shapes = ASTM A36\n5. 5. d. Pipes = ASTM A53, Grade B\nDesign loads: Provide bent horizontal bars at corners and intersections of all walls and footings. Bent bars are to match the size and spacing of e. Welding Electrodes = E70xx\nhorizontal bars in wall or footing. Use class B splice each side. Cold-Formed Steel Structural Members\nLive Load Information All anchor bolts shall be size and strength specified on these drawings.\nA. Roof live load (Reduced for tributary area) = 20 PSF 6. Thickness Thickness\nProvide diagonal bars at corners of openings in slabs and concrete walls. See Details \"Rectangular Opening Wall Slab\" and 4. (MILS) Gauge (MILS) Gauge\nRoof Dead Loading Information \"Circle Opening Wall Slab\". Provide 2\" clear cover between the opening and the corner reinforcing bars. All beam end connections shall be AISC double angle bolted-welded connections with 3/4\" Dia. A325N bolts U.N.O. The weld\nA. 6 PSF Dead load (not including light gauge trusses) shall be 1/4\" weld full length of angle plus 1\" top and bottom. Design shear shall be the greater of: 33 20 68 14\nB. 8.0 PSF Collateral load (lights, HVAC, ceiling, etc.) 7. a.\nD. See FramingPlan for other concentrated loads Wall footing reinforcement shall be continuous through column footing. The shear reaction shown on drawings (if any): 43 18 97 12\nSnow Load Information 8. b. 54 16 118 10\nA. Ground snow load (Pg) = 5 PSF Extend all footing reinforcement to far side of footing. See note below for concrete coverage. 50% of the value from the \"Maximum total uniform load in Kips\" tables\nB. Flat-roof snow load (Pf) = 5.5 PSF of the AISC 13th Edition (Black book) Or,\n9.\nC. Snow exposure factor (Ce) = 1.0\nProvide dowels in wall footing to match wall verticals unless noted otherwise on drawings. Provide class B splice. Use standard ACI\nD. Snow load importance factor(Is) = 1.1 c. 3.\n90 degree hook with 3\" clear to bottom of footing unless noted otherwise. See detail \"Corner bar & splice length detail (in\nE. Thermal factor (Ct) = 1.0 The minimum number of bolts in single shear as follows: Steel stud designer shall provide sealed shop drawings showing design criteria, member size and spacing, header and jamb\nconcrete)\" Class B Splice or Corner Bar per ACI 318 conditions, connections between members and to the building structure.\nWind Load Information\n# of 3/4\" dia. Length of LL\nA. Ult. wind speed = 120 MPH 3000 psi Concrete 4000 psi Concrete 5000 psi Concrete Beam Shape* 4.\nA325 bolts 3 1/2\" x 3 1/2\" x 5/16\"\nB. ASD wind speed = 93 MPH Bar # Unless specified by finish or glazing system manufacturer's more stringent requirements (general contractor to coordinate), design\nMin. Splice Min. Splice Min. Splice Min. Splice Min. Splice Min. Splice\nC. Wind importance factor (Iw) = 1.0 serviceability shall meet the following minimum requirements:\n(inches) (bar diam.) (inches) (bar diam.) (inches) (bar diam.) W8 , W10 4 5 1/2\nD. Occupancy Category = III a Brick Veneer = L/600\nE. Wind Exposure = C 4 29 25 24 W12 , W14 6 8 1/2 b. Exterior Insulation and Finish System (EFIS) = L/240\nF. Internal Pressure Coefficient = +/-0.18 c. Stucco = L/240\nG. Components and Cladding = Varies 5 36 57 31 50 28 45 W16 , W18 8 11 1/2\n5.\n6 43 37 34 W21 10 14 1/2\nSeismic Design Information \"C\" shaped studs and joists shall have a minimum flange width of 1 5/8\" with a minimum return lip of 3/8\"; Tracks shall have a\nA. Seismic importance factor (Ie) = 1.25 7 63 54 49 W24 12 17 1/2 minimum outstanding leg of 1 1/4\"\nB. Seismic design category = B\n8 72 62 56\nC. 0.2 Second Spectral Response Acceleration (Ss) = 0.164 W27 14 20 1/2 6.\nD. 1 Second Spectral Response Acceleration (S1) = 0.082 9 81 72 70 62 63 56 All structural members shall be continuous full length. Splicing of members is not permitted unless specifically detailed by the stud\nW30 16 23 1/2\nE. 0.2 Design Spectral Response Acceleration (SDs) = 0.175 designer.\n10 89 78 69\nF. 1 Design Second Spectral Response Acceleration (SD1) = 0.131\nG. Site class = D (per geotechnical report) 11 98 85 76 7.\nH. Response modification coefficient (R) = 3.5 Screws shall be self drilling with a length that ensures three exposed threads beyond penetration of the joined material. Minimum\nI. System overstrength factor = 2 Where connections are skewed or the double angle connections screw spacing shall be 3/4\", minimum edge distance shall be 3/8\". Screw capacities shall be equal to or greater than those given by\nJ. Deflection amplification factor (Cd) = 2.25 above will not fit, the following connections shall be used: The Steel Stud Manufacturer's Association with a 3.0 factor of safety.\nK. Seismic response coefficient (Cs) = 0.062\nL. Design base shear (Vx) = Varies End of Beam Connections* 8.\na. Provide seismic bracing and details in conformance with IBC Section 1621. Lateral bracing at the top of interior walls and ceiling\nM. Basic Seismic Force Resisting System -Building frame systems - Intermediate reinforced masnory shear walls\nN. Analysis procedure - Equivalent lateral force procedure 10. Footings, caissons, and other members where concrete is deposited against soil (Except slabs on grade) = 3\" # of 3/4\" dia. 1/2\" Shear Tab grids shall be at 48\" on center maximum.\nMinimum concrete coverage shall be as follows. If construction documents indicate a larger coverage, it shall be used. If stirrups, ties, Beam Shape* Structural Consultant\nor spirabl.s are used, coverage shall be to the outermost face of these elements. A325 bolts Length**\n9.\n363 Pierce Avenue, Suite 202\nConcrete exposed to weather or soil but is not deposited against soil: All cold formed steel framing accessories or basic clips shall be formed from structural quality steel with minimum yield strength of\n6. #6 bar and larger = 2\" W8 , W10 2 5 1/2 50 KSI and have minimum protective coating complying with ASTM 1003/A1003M (or ASTM A653/A653M) G-60 galvanized Macon, GA 31204\nAll the safety regulations, methods of construction and erection of structural material shall be the responsibility of the general contractor. It shall\n#5 bar and smaller = 1 1/2\" W12 , W14 3 8 1/2 coating. Preferred manufacturer: The Steel Network, Inc. (478)745-6161 ph - (478)745-4744 fax\nbe the general contractor’s responsibility to provide adequate shoring, bracing, and framework, etc. as required.\nkeimacon.com\nc. W16 , W18 4 11 1/2 10.\n7. Project No: 16-093\nConcrete not exposed to weather or soil: Where studs bypass structure (floor and roof) or attach to the bottom of the structure, deflection connections shall allow for positive\nDimensions are not to be derived by scaling these drawings. If there is any question about details or dimensions, contact the Architect and W21 5 14 1/2\nSlabs, walls, joists #14 bar and larger = 1 1/2\" attachment to structure and stud web using step-bushing technology to provide frictionless, vertical movement. Connection\nStructural Engineer for clarification.\nSlabs, walls, joists #11 bar and smaller = 3/4\" W24 6 17 1/2 products are required to have a valid ICC ES report (ESR-1903) or equivalent complying with ICC acceptance criteria AC261. All\nBeams and columns = 1 1/2\" structural framing accessories shall be formed from structural quality steel with minimum yield strength of 50 KSI and have\n8.\nW27 7 20 1/2\nminimum protective coating complying with ASTM 1003/A1003M (or ASTM A653/A653M). Verticlip® or Vertitrack® by The Steel\nWhere a detail is shown for one condition, it shall also apply for all like or similar conditions, unless noted otherwise.\nNetwork, Inc are acceptable products to meet this criteria.\nW30 8 23 1/2\nIV. Foundations\n9.\n11.\nIsometric views are for illustrative purposes only. No information about the structure or its components shall be taken or assumed from them. * When the shear tab connection above does not fit in the beam web, use\n1. Lateral drift clips are to provide positive attachment to structure and stud web using step-bushing technology to provide frictionless\nII. Structural Masonry The foundation is designed using an allowable soil bearing capacity of 1500 PSF in the absence of a geotechnical the lateral and vertical movement. Connection products are required to have a valid ICC ES report (ESR-2049) or equivalent complying\n1. report. If the bearing conditions vary from what is shown, or if the soil bearing capacity is questionable, the adjacent smaller connection and cloud on shop drawings. with ICC acceptance criteria AC261. All structural framing accessories shall be formed from structural quality steel with minimum\nAll masonry work to be done in accordance with the code-referenced edition of ACI-530 \"Building Code Requirements for Masonry Architect and Structural Engineer are to be notified immediately. yield strength of 50 KSI and have minimum protective coating complying with ASTM 1003/A1003M (or ASTM A653/A653M).\nStructures\", and ACI-530.1 \"Specification for Masonry Structures.\" ** Weld plate to supporting member with 5/16\" weld all around. Driftclip® or Drifttrak® by The Steel Network, Inc are acceptable products to meet this criteria.\nShear tab to be 1/2\" thick x 4\" wide.\n2.\n2. All building areas shall be compacted to 95% of maximum dry density at optimum moisture content as determined in 12.\nMortar shall be Portland cement-lime and conform to ASTM C270. accordance with ASTM D698, current edition. Rigid connections for attachment of metal framing to metal framing and to the primary structure shall be formed from structural\nquality steel with minimum yield strength of 50 KSI and have minimum protective coating complying with ASTM 1003/A1003M (or\n3. 3. 5. ASTM A653/A653M). Stiffclip® series by The Steel Network includes acceptable products to meet this criteria.\nClay masonry units shall have type N mortar. Net area compressive strength of units shall be 6200 psi. Net area compressive A registered geotechnical engineer representing the owner shall be present to monitor compaction and settlement Welds shall be made only by operators certified by the standard qualification procedure of the American Welding Society for the\nstrength of installed masonry (f’m) shall be 2000 psi. Refer to architectural documents for ASTM designations. and verify the bearing capacity. All work shall be performed in accordance with the recommendations of the type of weld required. Welder certification shall be submitted for review. 13.\ngeotechnical report and on-site geotechnical engineer. Design bridging clips to provide attachment to stud web and wrapping around the bridging channel. Bridging accessories shall be\n4. 6. formed from structural quality steel with minimum yield strength of 50 KSI and have minimum protective coating complying with\nConcrete masonry units above and below grade shall have type S mortar. Net area compressive strength of units shall be 1900 psi. 4. Weld lengths not noted shall be full length. Terminate welds in accordance with AISC Manual of Steel Construction and American ASTM 1003/a1003m (or ASTM A653/A653M). Bridgeclip® and Bridgebar® by The Steel Network are acceptable products to meet\nNet area compressive strength of installed masonry (f’m) shall be 1500 psi. Concrete masonry units shall conform to ASTM C90. Remove all topsoil, root system or other deleterious material under proposed slab and column footings and replace Welding Society Structural Welding Code - Steel (D1.1). this criteria.\nwith suitable compacted fill or crushed stone. Structural Engineer's decision on questionable material shall be final.\n5. 7. 14.\nBlock fill for reinforced masonry shall be fine grout in conformance with ASTM C476 minimum compressive strength method. 5. Holes larger than 1\" dia. shall be coordinated with the structural engineer. Holes shall be punched or drilled, except as otherwise Framing of wall openings shall include headers and supporting studs as recommended by the stud manufacturer. Contractors\nGrout shall be 2000 PSI at 28 days. Grout slump shall be 8 to 11 inches. Backfilling shall be performed in equal lifts around the building perimeter to balance lateral earth pressure on the permitted the structural engineer. option: Jamstud® by the Steel Network, Inc to reduce or eliminate built-up framing in jambs, headers, and sills. Use Stiffclip® HE or\nbuilding. Walk behind compaction equipment is required within a distance of two times the wall height. Stifflclip® AL to eliminate jack studs.\n6. 8.\nReinforcing: ASTM A615 - Grade 60. See table below for minimum lap splice length and embedment of reinforcing bars. 6. Protect columns, base places, anchor bolts, and any steel below grade with an approved inorganic or epoxy anti-corrosion 15.\nBackfill against structural walls shall not be performed until wall and slab on grade has obtained specified strength. coating, field applied per manufacturer's instructions. Light gauge straps on both sides of the wall are required to provide shear resistance for shear wall framing. The Steel Network, inc,\nStiffwall® SW-S is an acceptable product to meet this criteria.\nMasonry Reinforcing Lap Splices and Embed Length 7. 9.\nIf required by the geotechnical report or the on-site Geotechnical Engineer, the ground water table shall be lowered. All exposed structural steel including lintels, and as noted on drawings, shall be galvanized in conformance with ASTM A123.\nFasteners and small parts requiring galvanizing shall be in conformance with ASTM A153.\nBar Size Lap Splice Length (IN) Embedment (IN)\n8.\n#4 24 18 All footings to be centered under the columns or walls they support, unless noted otherwise on the drawing. 10.\nThe contractors shall determine, furnish and install all temporary supports sufficient to secure the structural steel framing against\n#5 30 24 9. loads present during erection. Temporary supports shall remain in place until all connections to the lateral load resisting system,\nUtility lines shall not be placed through or below foundations without the structural engineer’s approval in writing. The including horizontal diaphragms, are complete.\n#6 36 28\ncontractor shall locate any existing underground utilities prior to any construction.\n#7 42 32 11.\n10. The general contractor shall verify that the correct beam and girder camber is present after erection and before floor slab is\n#8 48 36 Inspections by Geotech firm are required for existing soils conditions, fill placement, and load bearing requirements: poured.\na.\n#9 54 42 Site preparation: Prior to placement of prepared fill, the inspector shall determine that the site has been prepared in\n12.\naccordance with the above-referenced geotechnical report.\nSplice continuous steel angles and plates with Partial-Joint-Penetration Square Groove Welds (Joint Designation B-P1a) U.N.O.\nb.\n7. 13.\nFill placement: During placement and compaction of fill material, the inspector shall determine that the proper fill\nMasonry preparation, construction and protection in hot or cold weather (greater than 90 degrees Fahrenheit or less than 40 degrees Structural steel fabricator and detailer shall see the Architectural drawings for any additional steel not shown or called out in\nmaterial is being used and that the maximum lift thickness is followed in accordance with the above-referenced\nFahrenheit) shall be in conformance with ACI 530.1 Section 1.B. these drawings. If size is not shown in architectural drawings a request or information shall be sent to the structural engineer\ngeotechnical report.\nthrough the proper channels.\n8.\nc.\nEmbedded conduits, pipes and sleeves shall be compatible with masonry and shall not be located in grouted cells. Pipes containing 13.\nEvaluation of in-place density: The inspector shall determine, at the frequencies determined in the soils report and\nwater subject to freezing, materials in excess of 150 degree Fahrenheit or pipes under pressure in excess of 55 PSI shall not be General contractor shall coordinate connections of joist and joist girders to structural steel.\nproject specifications, that the in-place dry density of the compacted fill complies with the above-referenced\nembedded in masnory. General contractor shall coordinate the location of all embedded items with the Structural Engineer prior to\ngeotechnical report.\nconstruction.\nV. Submittals\n9.\n1.\nAll masonry walls shall be reinforcHeodr iwzoithn thaol rJizooinntta Rl jeoiinnfto rrecininfogrcement @ 16\" O.C. vertically as follows. The space between these\nThe contract documents are the structural engineer’s instruments of service to convey design intent. They are not to be considered fabrication\nwires shCaMll bUe S thizee widest that the mortar joint will accommodate. or layout drawings.\nRunning Bond Stack Bond\n2.\n4\" (1) W1.7 @ 16\" O.C. (1) W1.7 @ 16\" O.C.\nThe follow are required submittals\n6\" or 8\" (2) W1.7 @ 16\" O.C. (2) W1.7 @ 16\" O.C.\na. Concrete mix design(s)\n12\" (2) W1.7 @ 16\" O.C. (2) W2.8 @ 16\" O.C. b. Reinforcing bar drawings\nc. Masonry material certificates, accessories, and grout mix design\nd. Structural steel\ne. Light gauge metal trusses\ng. Other submittals as noted on the drawings and specifications\n3.\n10.\nSubmittals shall be reviewed by the contractor prior to submission to the Structural Engineer and shall bear the contractor’s stamp attesting to\nVertical rebar shall be centered in block walls U.N.O.\nthe same. Drawings not stamped will not be reviewed. Subcontractor’s unchecked submittal drawings will not be reviewed.\n11.\n4.\nMasonry cells on which steel or masonry lintels bear must be reinforced with same reinforcing as wall and must be filled with grout.\nSubmittals to be reviewed by the Structural engineer shall be submitted to the Architect. The Structural Engineer will not accept submittals\nIf no wall reinforcing is shown a #4 bar shall be assumed.\ndirectly from contractors without the Structural Engineer’s prior approval.\n12.\n5.\nProvide horizontal bond beams in all masonry walls at 10’-0” on center max vertically and within 16” of the top of the wall.\nUpon completion of the structural engineer’s review, submittals will be returned to the Architect for their review.\nReinforcing in bond beams shall be 1#4 x continuous for 6” CMU, 1#5 x continuous for 8” CMU, and 1#6 x continuous for 12”\nCMU.\n6.\nAny deviation in design, details, dimensions, etc. from the construction documents shall be clouded on the submittal and verification of the\n13.\nchange shall be requested.\nThe minimum level of Quality Assurance based on ACI 530 shall be Level B. Refer to Table 1.15.3 in ACI 530.\n14.\nWhere concrete block is above and below equipment platform, fit block tight to underside of beam prior to constructing block above.\nDate:\nDrawn By:\n1. The following are typical abbreviations used in the structural drawings:\nA.B. -Anchor bolt CONC. -Concrete EOS -Edge of slab HSS -Hollow structural sections MISC -Miscellaneous SPECS -Specifications Checked By:\nADD'L -Additional CONST. -Construction EQ -Equal INT -Interior NA -Not applicable STD -Standard\nAFF -Above finished floor CONT. -Continuous EQUIP -Equipment JST. -Joist NTS -Not to scale STL -Steel\nProject Number:\nARCH -Architect/Architectural COORD. -Coordinate EW -Each way JT. -Joint O.H. -Opposite hand STRUCT -Structural\nBFF -Below finished floor DBA. -Deformed bar anchor EXIST -Existing K -Kip(s) O.C. -On center T.O.S. -Top of slab or steel\nBM -Beam DET. -Detail EXP -Expansion KSI -Kips per square inch OPNG -Opening T.O.C. -Top of concrete Sheet Name:\nBRG -Bearing DIAG -Diagonal EXT -Exterior LGMF -Light gauge metal framing PL -Plate T.O.F. -Top of footing\nBSMT. -Basement DIA -Diameter F.F. -Finished floor LLH -Long leg horizontal PREFAB -Prefabricated T.O.W. -Top of wall\nC.I.P. -Cast in place DIM -Dimension FFE -Finished floor elevation LLV -Long leg vertical PSF -Pounds per square foot TYP. -Typical\nCJ -Control joint DWG. -Drawing FIN. -Finsh(ed) LO -Low PSI -Pounds per square inch U.N.O. -Unless noted otherwise\nCL -Center line EA -Each FLR. -Floor LT. -Light PT -Pressure treated VERT. -Vertical\nCLR. -Clear EF -Each face FTG. -Footing MAX. -Maximum REF. -Reference W.P. -Work point Sheet Number:\nCMU -Concrete masonry unit EJ -Expansion joint GA -Gauge/Gage MECH. -Mechanical REINF. -Reinforcement WT. -Weight\nCONN -Connection EL. -Elevation GALV. -Galvanize (d) (ing) MID -Middle REQD -Required W.W.M. -Welded wire mesh\nCONST JT -Construction Joint ENGR -Engineer HI -High MFR -Manufacturer SECT. -Section W.W.F. -Welded wire fabric\nCOL. -Column EOD -Edge of deck HORZ. -Horizontal MIN. -Minimum SIM. -Similar\nMP\n52:13:2\n6102/71/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nM. Stefano\nA. Crosby\n2016-08\nGeneral Notes & Details\nS0-0\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION",
  "I. JT. w/ bondbreaker\nalong wall typ. UNO\nCONCRETE BLOCK LINTEL BEAM SCHEDULE\nColumn\nSPAN LINTEL\n0'-0\" to 3'-0\" 1 #4 T & 1 #5 B\n1 COURSE DEEP\n3'-0\" to 5'-0\" 1 #5 T & 1 #6 B\n5'-0\" to 7'-0\" 1 #6 T & 1 #7 B\n2 COURSES DEEP\n7'-0\" to 9'-0\" 1 #8 T & 1 #9 B\nCJ Max spacing:\n12' - 0\" Max for 4\" thick slab\n18' - 0\" Max for 6\" thick slab\n24' - 0\" Max for 8\" thick slab\nNOTES:\n1) LINTELS SCHEDULED ABOVE SHALL BE USED UNLESS SHOWN OR\nNOTED OTHERWISE.\n2) LINTELS SHALL HAVE 1\" BEARING, EACH END, FOR EACH 1'-0\" OF\nSPAN, BUT NOT LESS THAN 8\" BEARING EACH END.\n3) CONCRETE BLOCK LINTELS SHALL BE MADE WITH FILLED \"U\"\nBLOCKS. FILL SHALL BE MADE WITH COURSE GROUT, CONFORMING\nCast diamond or circle TO ASTM C-476, 3/8\" MAX. STONE SIZE. SHORE POURED LINTELS\n(7) DAYS MINIMUM.\nblk-out min 3\" clear to\nSTL after slab on grade\n4) REINFORCING SHOWN ABOVE SHALL BE DOUBLED FOR 12\" NOM. has been cast I. JT. w/ bondbreaker\nCONCRETE BLOCK LINTELS. around diamond or\ncircle typical\nNote: Saw cut joint less than 12 hours after concrete placement\nBRICK LINTEL BEAM SCHEDULE\nSPAN LINTEL\n0'-0\" to 5'-0\" ANGLE 5x5x5/16\n5'-0\" to 7'-0\" ANGLE 5x5x5/16\n7'-0\" to 9'-0\" ANGLE 5x5x5/16\n9'-0\" to 11'-0\" ANGLE 6x6x5/16\nNOTES:\n1) LINTELS SCHEDULED ABOVE SHALL BE USED UNLESS SHOWN OR\nNOTED OTHERWISE.\n2) LINTELS SHALL HAVE 1\" BEARING, EACH END, FOR EACH 1'-0\" OF\nSPAN, BUT NOT LESS THAN 8\" BEARING EACH END.\nC.J. or CN.JT.\n.TJ.NC\nro\n.J.C\n#4 x 6' - 0\" Long\nCentered in slab.\nCONTINUOUS\nFOOTING RIENF.\nSEE DETAIL\nT\nT\nSAME NUMBER AND SIZE\nAS CONTINUOUS FOOTING\nREINFORCING\nNALP\nEES\nT\nGNITOOF\nPETS\nSee\nsplice table\nSee\nsplice table\n\"4\na\n\"4\nConcrete slab on\ngrade, see plan.\nSee sections\n1\n1\n\"4\nNOTE: CONTRACTOR TO SPACE AS\nREQUIRED IN PLACE OF\nCONTROL JOINTS 3/4\"X 1 1/2\"\nKEY WAY\nMOISTURE BARRIER UNDER\nALL CONCRETE SLABS\nTYPICAL CONSTRUCTION JOINTS (CN.JT.)\n1/2\" PRE MOLDED\nEXPANSION JOINT\nMOISTURE BARRIER UNDER\nALL CONCRETE SLABS\nTYPICAL ISOLATION JOINT (I. JT.)\nSAW CUTTING CONTROL JOINTS IS AN ATTEMPT TO\nPARTIALLY CONTROL THE SHRINKAGE CRACKS\nTHAT NATURALLY OCCURS IN CONCRETE DURING\nTHE CURING PROCESS. SOMETIMES THE CONCRETE\nWILL CRACK BETWEEN CONTROL JOINTS.\n\"4\nN.T.S.\nN.T.S.\nT\nT\n4/1\nXI. Concrete:\n1.\nAll concrete work to be done in accordance with the code referenced edition of ACI-318: “Building Code Requirements for Reinforced\nConcrete”\n2.\nConcrete mix design requirements and compressive strength at 28 days.\n28 Day Weight per Slump at\nDescription strength cubic foot point of Aggregate Fibermesh or WWM\n(PSI) (PCF) placement\nFooting and Foundation Walls 3000 145 4\" +/- 1\" ASTM C33 none\nSlab on grade @ gym\n3000 145 4\" +/- 1\" ASTM C33 Fibermesh @ 1.5lb per cubic yard of conc.\nwood floor\nFly ash shall not be used. Water reducing admixtures may be used to achieve slump requirements.\n3.\nAll concrete joints shall be 3/8\" wide unless noted on architectural drawings.\n4. Discontinue 50% WWF\nLocation of all construction joins, excluding slabs on grade, shall be coordinated with structural engineer. 1/8\" Saw cut JT n or rebar at JT\nfill with JT filler es\nGe\n5. e ot Slab reinf.\neN\nShop drawings shall be submitted to the structural engineer showing proposed locations of any material such as but not limited too S\nconduits, embedments, or fixtures to be placed inside any structural concrete member such as beams, walls, slabs, columns or T/Slab\nfootings. This is not required for slabs on grade of 4\" or less in thickness.\n6.\nConcrete slab flatness and levelness tolerances shall be in conformance with ACI 117, and shall be specified by the owner. Unless\na. superseded by the owner’s criteria, conform to the following minimum requirements:\nProvide a floor surface whish is true and level and achieves “F numbers” of FF = 30 and FL = 20 Note: Moisture barrier\nminimum overall composite and FF = 20 and FL = 15 minimum at any individual section, when tested under all slabs\nin accordance with ASTM E1155, Remove surface irregularities to provide a continuous smooth T = Slab Thickness\nfinish.\nSaw cut joint less than 12 hours\nb. after concrete placement\nAll interior slabs to receive a smooth trowel finish unless noted.\nTYPICAL SLAB ON GRADE CONTROL JOINT (C.J.)\n7.\nN.T.S. Unless specified otherwise in the specification, testing of concrete shall be in conformance with the requirements of ACI 318 Section\n5.6 “Evaluation and Acceptance of Concrete”.\n8.\nConstruction joints (CN.JT.) are to be located on the threshold side of a wall.\n9.\nSee detail \"Typical Slab on Grade Joint Layout\".\n10.\nProcedure Reference Section\nThe following procedures shall meet the requirements of the referenced code sections:\nACI 304 - \"Guide for measuring, mixing, Preparation\ntransporting and placing concrete\"\nConveying ACI 318 Section 5.9 - \"Conveying\"\nDepositing ACI 318 Section 5.10 - \"Depositing\"\nConsolidation ACI 309 - \"Guide for consolidation of concrete\"\nCuring ACI 308 - \"Standard practice for curing concrete\"\nHot weather concreting ACI 305 - \"Hot weather concreting\"\nCold weather concreting ACI 308 \"Cold weather concreting\"\nReinforcement\nDiscontinue horizontal\nwithin 16 in. reinforcement\n8 in. of openings\n16 in. at control joint\nmaximu larger maximu\nm than 16 in. m\n120 in.\nmaximu\nControl\nm\njoint\nSplice length\nh a r\ngt b\nn r\ne e\ne\nl\nr\nn\nc o\npli\nr\nc\n8 in. S f o 16 in.\nmaximu\nmaximu\nm\nm\nSee table \"Class B Splice or Corner Bar per ACI 318\"\non notes sheet for splice length in concrete\nmuminiM\n4\n.oN\nnemecrofnier\nt\n,snoitces\nees(\nsliated\n,snalp\nrof\n.cte\n).fnier\nretaerg\nStructural Consultant\n363 Pierce Avenue, Suite 202\nMacon, GA 31204\n(478)745-6161 ph - (478)745-4744 fax\nkeimacon.com\nProject No: 16-093\n48 in.\nmaximu\nm\n24 in.\nor 40d b\nNotes:\nVertical Reinforcement: The vertical reinforcement is required to consist of at least one No. 4 bar at each corner, within\n16 inches of each side of openings, within 8 inches of each side of control joints, within 8 inches of the ends of walls,\nand at a maximum spacing of 48 inches. These requirements are a minimum. Where sections, details, plans etc. show\ngreater reinforcing it shall be used.\nHorizontal Reinforcement: See masonry general notes for typical horizontal joint reinforcing and bond beam\ninformation. Horizontal reinforcement shall also be provided at the bottom and top of wall openings. Such reinforcement\nshall extend at least 24 inches or 40 bar diameters, whichever is greater, past the opening. Structural reinforcement\nlocated at roof and floor levels is required to be continuous. The horizontal reinforcing bar located closest to the top of\nthe wall shall be placed within 16 inches of the top of the wall.\nNeither horizontal nor vertical prescriptive reinforcement is required for openings smaller than 16 inches in either the\nhorizontal or vertical direction, unless the required prescriptive reinforcement is interrupted by such openings.\nIntermediate Reinforced Masonry Shear Wall\nN.T.S.\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n52:13:2\n6102/71/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nM. Stefano\nA. Crosby\n2016-08\nGeneral Notes & Details\nS0-1\nSTNEMUCOD\nNOITCURTSNOC\nConcrete Block Lintel Beam\n9 Schedule\nS0-1\n5 Typical Slab on Grade Joint Layout\nS0-1 Scale: NTS\n1 Typical Joints\nS0-1 Scale: NTS\n10 WMA Brick Lintel Beam Schedule\nS0-1\n6 Additional Rebar @ Slab Joint \"T\"\nS0-1 Scale: NTS\n2 Recessed Slab Detail\nS0-1 Scale: NTS\nCorner Bar and Splice Length\n3 Typ. Footing Step Detail 8 Detail (in concrete)\nS0-1 Scale: NTS S0-1 3/4\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION",
  "E2 2 E3 E4 E5 6 E6\n9' - 7 7/8\" +/- 27' - 7 7/8\" 10' - 5 7/8\" 12' - 2 1/2\" +/-\n3\nS1-0\n3\nS1-0\nCJ\n3\nS1-0\n4\nS1-0\n\" 8 5/\nSA 3\nEG\nEF\nED\nJC JC\nE2 2 E3 E4 S3 E5 6 E6\nS3\nG.C. to verify dimensions with respect\nto existing prior to steel fabrication\n6\nC.\nS1-0 O.\n\" 0\n-\n2 '\n@ 6\ne s S1-0\ns\nSequence of Demolition and Construction at wall demo: s 5 u\nr\nS1-0 1. Demo veneer o of\nt\n2. Install channels and bolts R\n3. Remove portion of CMU wall at column and footing\n(in toilet chase)\n4. Install footing\n5. Install column and fasten column to double channel. SA\n6\n7\n.\n. A\nR\nd\ne\nd\nm\nc\no\no\nv\nn\ne\nt i\nr\nn\ne\nu\nm\no\na\nu\ni\ns\nn d\np\ne\nla\nr\nt e\no f\nt o\nC M\nun\nU\nderside of channels. EG 3\n5/ 8 \"\nS1\n7\n-0 C12X20.7 S1\n7\n-0 C12X20.7 7\nC12X20.7 C12X20.7\n2' - 0\" 2' - 0\" S1-0\nH S EF Light gauge overbuilt roof 9\nTop footing = 3 ' X S 4 X by light gauge designer. S1-0\n-2' - 0\" B.F.F. 4 ' fo o t 4 in X g 5 /1 6 L B 6 o X tt 4 o X m 5 o /1 f 6 a \" n ( g L l L e V a ) t e 1 a 0 c '- h 4 \" s A id . e F . o F f . wall. V a lle y F t a o s r e t e e s x n p is e o t r n i s n s g f i r b o s il h m it a y l o l o v b f e e t r h b t e h u e il d V all e y S1 6 -0\nlight gauge Engineer.\n1. Score grout bed\n2. Insert angles w/ 8\" bearing each end\n3. Remove CMU below\nED\nExisting barjoist to\nsupport new overbuilt roof\nSA\n2\n#4 @ 32\" O.C.\nvertical rebar\nDemo CMU wall.\nKeep below F.F.E.\n8\" CMU\n4'\n2' Demo brick and keep\nCMU below F.F.E.\n#4 @ 32\" O.C.\n(1) #5 x cont.\n0' - 0\"\ntop and bottom\n0' - 0\"\n\"\n4\n\" 4\n\"\n#4 @ 32 d \" o O we .C ls . 2' - 0 Existing s a la n b d\n-\n0 \"\nfooting to 2'\nremain\n(3) #4 x cont.\n\" 0\n-\n1'\n2' - 6\" x cont. #4 @ 32\" O.C.\n8\"\negdiR\n9' - 7 7/8\" +/- 27' - 7 7/8\" 10' - 5 7/8\" 12' - 2 1/2\" +/-\nG.C. to verify dimensions with respect\nto existing prior to steel fabrication\n1' - 10\"\n2' - 2\"\nStructural Consultant\n363 Pierce Avenue, Suite 202\nMacon, GA 31204\n(478)745-6161 ph - (478)745-4744 fax\nkeimacon.com\nProject No: 16-093\n1 Foundation Plan 2 Framing Plan\nS1-0 1/8\" = 1'-0\" S1-0 1/8\" = 1'-0\"\n5/8\" dia. expansion anchor\nwith 4\" embed into bond beam\nat each truss clip\nMetal trusses @ 2' - 0\" O.C.\nsecure to PT 2x with clip angle\nclip design per LG Engineer\n#4 @ 48\" O.C.\nvertical bars Double 2x PT plate\n8\" concrete\nblock wall\nBond beam (see notes\nDowels to match size and wall reinf. detail)\nand spacing of wall\nrebar. See splice table 4' - 1\"\n#4 @ 24\" O.C.\n8\" CMU block wall\n0' - 0\"\n\" 4\nBrick - see Arch.\n\"\n4\nVapor retarder\n2' - 0\" x cont.\n(2) #4 x cont.\n3 Section 1 4 Section 2\nS1-0 3/4\" = 1'-0\" S1-0 3/4\" = 1'-0\" 6 Section 4\nS1-0 3/4\" = 1'-0\"\nExisting barjoist\nto remain\nExisting barjoist Light gauge truss\nto remain design by LG engineer\nLight gauge truss\ndesign by LG engineer\n10' - 11\"\ntruss BRG\nExisting barjoist seats 8 10' - 11\" Exisitng CMU\nto remain. Light gauge Provide (1) 1\" dia. A36 Provide (4) 1\" dia. A36 truss BRG 10' - 8\" A.F.F. top/CMU\nS1-0\noverbuild not shown. thru bolt @ 24\" O.C. thru bolts in 24\"\nExisitng CMU (2) 1\" dia. A36 bolts @ 24\" O.C.\nalternating top and bottom bearing section 3/8\" x 12\" x cont. plate\nalong beam. C12s to be supported\n10' - 8\" A.F.F. top/CMU beyond (not shown)\n10' - 4\" (2) 1\" dia. A36 bolts @ 24\" O.C. by 1\" x 16\" x 16\" and supported by\nalong beam. C12s to be supported existing CMU at ends of channels. 9' - 4\"\nby 1\" x 16\" x 16\" and supported by\nDate:\nexisting CMU at ends of channels. 9' - 4\" 1\" x 16\" x 16\"\nC12X10.7 each side to support\ncolumn top plate\nmasonry wall as wall below is\nC12X10.7 each side to support CMU wall to be demolished. demolished. Leave C12s and Drawn By:\n3/8\" x 12\" x cont. plate masonry wall as wall below is See construction sequence on plan bolts in place permanently.\ndemolished. Leave C12s and\nbolts in place permanently. HSS4X4X5/16 Existing veneer to be removed\nCMU wall to be demolished. Checked By:\nat locations where CMU wall is demolished\nSee construction sequence on plan\nExisting veneer to be removed\n2' - 0\" at locations where CMU wall is demolished 7 5/8\"\nProject Number:\nExtg. CMU\nSheet Name:\n8 Section 5\nS1-0 3/4\" = 1'-0\"\nSheet Number:\nMP\n62:13:2\n6102/71/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nM. Stefano\nA. Crosby\n2016-08\nPlans, Sections & Details\nS1-0\nSTNEMUCOD\nNOITCURTSNOC\n5 Section 8\nREVISIONS\nS1-0 3/4\" = 1'-0\"\n# DATE DESCRIPTION\n7 Section 9 9 Section 3\nS1-0 1/2\" = 1'-0\" S1-0 3/4\" = 1'-0\"",
  "2.5 E4\n1 7/8\" 11' - 0\" 10 7/8\"\n5\" +/-\n2.5\n1/4 13' - 1 3/4\"\nEB EB\n\"\n6\n\" \"\n4 4\n1/ 1/\n-\n2\n-\n2\n2.5\n11' - 0\"\n6 ' 6 ' 3/8\" thick flanges x 6\"\n\"\n0\n\"\n-\n2 wide, 50KSI plate steel\nC1 CC112 '\n- 1 '\n3/8\" thick web\n50KSI plate steel\nBuilt-up steel beam Full pen weld\nfrom beam to column\nW\n4\n'\nx\n1\n0\n4 ' x X 3 3\n1\n0 \" 1 ' -\n6 1\n0 \"\n-\n\"\n-\n8 ' 8 '\nEA EA\n\" \"\n4 4\n1/ 1/\n3 3\n- -\nC2 2' CC22 2'\nBuilt-up steel beam\nW\n4\n'\nx\n1\n0\n4 ' x X 3 3\n1\n0 \" 1 ' -\n6 1\n0 \"\n-\n\"\n-\n8' 8'\n#4 @ 24\" O.C.\n24\" (6) #6 x cont.\nBuilt-up steel beam Existing concrete sidewalk to\nC3 CC33 remain. Patch as required for\n3 0 \" 3 8\" 8\" - 6 \" new canopy footing installation.\nS2-0\n2'\n- S2-0 1'\n0' - 0\"\nW\n4\n' x 1 0\n4 ' x X 3 3 3/4\" plate x 12\" x 18\" 6 \"\n1 ' -\n6\nw/ (4) 3/4\" dia. A307 1' -\n\" anchor bolts.\n\"\n6\n-\n1'\n3' - 2 5/8\" 12' - 5 1/4\" 3' - 2 5/8\" 12' - 5 1/4\"\n2' - 6\"\n#5 @ 12\" O.C.\nE3 2.5 E4 E3 2.5 E4 3\" each way top and bottom\n4' - 0\" x 4' - 0\"\n\"5\n\"1-'1\n3N20 gauge roof deck\nColumn - see plan\nStructural Consultant\n363 Pierce Avenue, Suite 202\nMacon, GA 31204\n(478)745-6161 ph - (478)745-4744 fax\nkeimacon.com\nProject No: 16-093\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n72:13:2\n6102/71/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nM. Stefano\nA. Crosby\n2016-08\nCanopy Plans, Sections\n& Details\nS2-0\nSTNEMUCOD\nNOITCURTSNOC\nExisting concrete sidewalk\nto remain. Patch as required\nfor new canopy footing installation\nConcrete bench\n(see details)\n1 Canopy Foundation Plan\n2 Canopy Framing Plan 3 Section 10\nS2-0 1/4\" = 1'-0\"\nS2-0 1/4\" = 1'-0\" S2-0 1/2\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION",
  "EXISTING PLAYGROUND TO REMAIN\nEXISTING PICNIC SHELTER\nTO REMAIN\nNEW 1,142 GSF\nADDITION\nEXG STORM\nSEWER MANHOLE\nCOVER\nEXISTING 15,465 GSF\nRECREATION CENTER\nFFE = 397' +/-\nEXG. TRANSFORMER\nENCLOSURE & PAD\nLP LP\nCONCRETE SIDEWALK\nFH\nASPHALT PARKING LOT\nDAP\nTINU\nCAVH\nETERCNOC\nWEN\nGXE\n401'\n384'\n400'\n400'\n399'\n398'\n400'\n397'\n388' 392' 396' 396' 392'\n396' PROVIDE SEED &\nTEMPORARY IRRIGATION AT\nNEW DS & SB\nALL NEW CUT AREAS\nDS DS\nNEW HEAT PUMP & 6\"\nCONCRETE MONOLITHIC\nSLAB 7'-0\" 18'-2 3/4\" 5'-0\"\nNEW NEW\n20'-0\" 1 \"\n1\n-\nCONCRETE 8' CONCRETE\nFFE = 397' +/-\nSIDEWALK SIDEWALK\n\"\n8\nDS DS 1/\n0\n\"\n2\n1' - 5' -\n1 \"\n6\n-\n3'\n1\nEXISTING AIR HANDLING\n& ELECTRICAL\nEQUIPMENT TO REMAIN\nDS\nDS\nDS\n388'\nDS\n384'\nDS\n380'\nDS DS\nEXG CONCRETE NEW ENTRANCE\n376'\nSIDEWALK CANOPY\n1\nA1-3\nNEW CONCRETE BENCH W/\nSKATEBOARD STOPS @ 36\" OC\nMAX\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n01:80:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nARCHITECTURAL SITE\nPLAN\nAS-1\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nSITE PLAN\n1\n1\" = 10'-0\"",
  "GENERAL DEMOLITION NOTES:\nA. OWNER IS RESPONSIBLE FOR REMOVING ANY FURNITURE PRIOR TO CONSTRUCTION\nB. DEMOLITION PLAN IS NOT ALL INCLUSIVE. ADDITIONAL DEMOLITION WORK MAY BE REQUIRED FOR\nINSTALLING NEW WORK. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DWGS FOR DEMOLITION\nIN THOSE TRADES. IN AREAS OR ROOMS WHERE ARCHITECTURAL DEMOLITION IS NOT INDICATED AND\nMPE IS REQUIRED, REMOVE AND REPAIR ANY ITEMS TO ACCOMMODATE WORK REQUIRED AND\nRESTORE AREA TO ORIGINAL CONDITIONS BEFORE WORK PROCEEDS.\nC. PROTECT ALL EXISTING CONDITIONS THAT ARE TO REMAIN, AS NECESSARY, DURING DEMOLITION\nPHASE OF CONSTRUCTION. REPAIR ALL DAMAGE PROMPTLY TO ORIGINAL CONDITION.\nD. DEMOLITION SHALL INCLUDE ANY REMOVAL OF EXISTING MATERIALS TO MAKE PROVISION FOR NEW\nFINISHES.\nE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS. THE\nARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES AND ANY DISCREPANCIES RECTIFIED BEFORE\nWORK IS TO RESUME.\nF. ALL STRUCTURAL ITEMS THAT SEEM TO BE SUSPECT FOR REPLACEMENT SHALL BE INSPECTED BY THE\nPROJECT ARCHITECT OR STRUCTURAL ENGINEER TO DETERMINE IF THEY SHOULD BE REPLACED. ALL\nSTRUCTURAL ITEMS THAT ARE DAMAGED AND NEED REPLACING WILL BE TAGGED BY THE STRUCTURAL\nENGINEER AND REPLACED BY THE CONTRACTOR BEFORE ANY OTHER WORK BEGINS\nG. ALL DEMOLITION WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST\nPOSSIBLE NOISE, DUST AND DISTURBANCE TO THE OWNER.\nH. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ALL EXISTING SMOKE AND FIRE PROTECTION\nSYSTEMS.\nI. THE CONTRACTOR SHALL AT ALL TIMES KEEP ALL EXISTING ACCESS/ EGRESS FREE AND CLEAR OF\nDEBRIS.\nJ. REMOVE ALL LANDSCAPING AS NECESSARY FOR CONSTRUCTION. VERIFY WITH OWNER IF RELOCATION\nOF PLANTS IS REQUIRED.\nE1 E2 2 E3 E4 E5 6 E6\n8'-8 1/4\" 7'-2 1/4\" 32'-8 7/8\"\n18 18 18\nDEMO 8\" STRUCTURAL\nCMU TO 9'-4\" AFF AFTER\n13 STRUCTURAL CHANNELS\n2 17 16 17 2 17 ARE INSTALLED\nEG\n9 8 4\n4 14 14\n8 15 9\n5\n1\n9 19 9\n15 1\nEF\n4\n4 14 14 20\n\" 5 8 EXG FD EXG FD\n8\n3/ 5 20\n- 0 15 4 14 14 15 EXG FD\n5' 9\n20\n8 15\n1\n15\n5 4 14\n9 15 E7\n4 \" 1 8 9 9\n-\n6'\n9\n5 8 15 6\n1\nED\n1\n14'-8 1/4\"\n9\n6\n9\n8\"\n1/\n1\n19 0'-\n1\nETR\n8\"\n3/\n9\n8'-\n4'-2 7/8\"\n1 ETR\n1 6'-1 1/8\"\nETR\n19\nETR 9 6 9\n11\n1\nETR\n8 8\n1\n19\n9\n4 \" 1 15\n-\n6'\n1\n8\n7 7\n19\nEC\n11\n19\n6\n\"\n10 4\n1/\n0 \" 9 - 1 12 12\n0'\n-\n1\n8'\n1\n\"\n8\n1 1 6 1/\n8\n2' - 1 ETR\n9\n2'-8\" 3'-4\" 1'-3 5/8\" 6'-0\"\nETR\n4 \" 9 21\n3/\n0\n-\n7'\n4 1\nETR ETR\n9\n1\n8\nETR\nEB\n2.5\nDate:\nC1\nDrawn By:\nChecked By:\nProject Number:\nEA\nSheet Name:\nC2\nSheet Number:\nMP\n90:80:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ/SP\nCG\n2016-08\nDEMOLITION FLOOR\nPLAN\nAD-1\nSTNEMUCOD\nNOITCURTSNOC\nKEYNOTES - DEMOLITION - FLOOR PLANS\nNO. DESCRIPTION\n1 DEMOLISH INTERIOR WALL. PATCH ASSOCIATED FLOOR FOR FUTURE FINISHES. COORDINATE CUT\nDIMENSIONS AND HEIGHTS WITH NEW WORK FLOOR PLANS\n2 DEMOLISH EXTERIOR WALL AS SHOWN. BRACE AS REQUIRED.\n4 DEMOLISH EXISTING TOILET PARTITIONS. PATCH WHERE NEEDED FOR FUTURE FINISHES.\n5 REMOVE EXISTING SHOWER STALL FLOOR DRAIN AND THE ASSOC. PLUMBING FIXTURES\n6 REMOVE EXISTING DOORS, FRAMES, THRESHOLDS AND THE ASSOC. SEALANT.\n7 REMOVE EXISTING COLUMN SURROUND. STRUCTURE TO REMAIN.\n8 REMOVE EXISTING MILLWORK IN ITS ENTIRETY. PATCH AT WALL AND FLOOR FOR FUTURE FINISHES.\n9 REMOVE EXISTING FLOOR FINISH AND ITS ASSOC. ADHESIVE. COORD W/ A7-1 FOR NEW WORK SCOPE\n10 REMOVE EXISTING ACOUSTICAL TILE CEILING AND GRID\n11 REMOVE EXIST ACT CEILING AND GRID TO DIM. SHOWN\n12 TEMPORARILY REMOVE OWNER FURNISHED EQUIPMENT FOR NEW CONSTRUCTION. COORDINATE FINAL\nLOCATION WITH OWNER\n13 REMOVE EXISTING DOWNSPOUT & SPLASHBLOCK. PREPARE GUTTER FOR NEW ROOF CONNECTION\n14 REMOVE EXISTING PLUMBING FIXTURES. PREP FITTINGS FOR NEW FIXTURES\n15 REMOVE GYP BOARD OR ACT CEILING, BULKHEAD, SKYLIGHT, AND LIGHTING ABOVE FOR NEW WALL\nCONSTRUCTION\n16 REMOVE EXISTING CMU VENEER BLOCK & INSULATION. CLEAN BLOCK OF EXISTING WATER-RESISTIVE\nBARRIER FOR NEW PAINT\n17 CONTRACTOR TO SEE STRUCTURAL DRAWINGS FOR SHORING REQUIREMENTS & DESIGN\n18 REMOVE EXISTING METAL SOFFIT PANELS & ROOFING PER NEW WORK REQUIREMENTS\n19 CUT SLAB MIN. 24\" FROM NEW WORK WALLS. SEE NEW WORK PLANS FOR DIMENSIONS\n20 REMOVE EXISTING WALL TILE AND ITS ASSOC. ADHESIVE. COORD W/ A7-1 FOR NEW WORK SCOPE\n21 REMOVE RANGE AND RANGE HOOD. PATCH ALL OPENINGS AND CAP EXPOSED LINES.\nREVISIONS\n# DATE DESCRIPTION\nDEMOLITION FLOOR PLAN\n1\n3/16\" = 1'-0\"",
  "163'-10 5/8\"\n146'-5 1/8\"\n1'-2 7/8\"\n11 5/8\" 70'-0\" 11 5/8\" 14'-0\" 7 5/8\" 38'-0\" 7 5/8\" 12'-0\" 10'-7 1/8\" 7 5/8\" 12'-4 5/8\" 1'-2 1/4\"\n7 5/8\"\n7 5/8\" 36'-3\" 1'-2 1/4\"\n38'-0\" 6'-4 5/8\" 31'-8 1/4\"\n11 5/8\" 19'-0 3/8\" 7 5/8\" 8'-11 5/8\" 7 5/8\" 41'-1 1/4\" 7 5/8\" 18'-6 1/8\" 1'-2 1/4\"\n19'-0 3/8\"\n4'-9 1/4\" 6'-2 1/4\" 6'-3 1/2\"\n7 5/8\" 7 5/8\" 7 5/8\" 1'-2 1/4\"\n\"2/1\n1-'41\n\"8/5\n7\n\"4-'6\n\"8/5\n7\n\"8/3\n5-'21\n\"8/5\n7\n\"2/1\n1-'01\n\"4/1\n2-'1\n\"2/1\n6-'61\n\"8/5\n7\n\"4/1\n7-'3\n\"4/3\n9-'5\n\"8/5\n7\n\"8/5\n7\n\"9-'11\n\"2/1\n1-'33\n\"4-'6\n\"8/3\n0-'52\n\"8/7\n5-'46\n1'-2 7/8\"\n71'-11 1/4\" 28'-1\" 62'-7 1/2\"\n162'-7 3/4\"\n\"8/5\n11\n\"0-'201\n\"8/5\n11\n\"8/3\n6-'21\n17'-5 1/2\"\n7\n5\n/8\n\"\n28'-1\"\n\"8/5\n7\n\"4/3\n11-'01\n\"8/5\n7\n\"8/3\n6-'7\n\"4/1\n2-'1\nE1 E2 E3 E4 E5 E6 E7\nEG\n11 5/8\" 72'-0 3/4\" 1'-2 1/4\"\nVEST.\nEF\nSHOWERS M\nSHOWERS F\nTLT F\nTLT M\nJAN.\nED\nVEST.\n35'-0\" 35'-0\"\nOFC.\nAK\nSTORAGE KILNS\nOFC.\nGAME AREA\nGYMNASIUM\nCRAFT\nEQUIP.\nEC\nVEST.\nRECEPT.\nKITCHEN\nCORR.\nVENDING\nMTG ROOM\nVEST.\nALCOVE\nSTORAGE ELEC.\nPANTRY\nEB\nEA\n\"0-'54\n\"0-'54\nWALL TYPE (SEE A4-1) WALL TYPE MODIFIER FIRE RATING WALL HATCH PATTERN LEGEND\nSTUD/CMU WIDTH\nA. 5/8\" GYP BD EACH SIDE (NO SAB: STC 45 / WITH SAB: STC 49) 0 NOT RATED\nWALL TYPE MODIFIER PARTITION TO RESIST THE\nB. 5/8\" GYP BD EACH SIDE UL# U465, GA FILE NO: WP1200 (NO S PARTITION TO RESIST THE PASSAGE OF SMOKE\nFIRE RATING PASSAGE OF SMOKE\nSAB: STC 45 / WITH SAB: STC 49) B 1 HOUR RATED SMOKE BARRIER\n1 HOUR RATED FIRE\nC. (2) LAYERS 5/8\" GYP BD EACH SIDE UL# U411, GA FILE NO: C 2 HOUR RATED SMOKE BARRIER\nBARRIER\nWP1548 (NO SAB: STC 50 / WITH SAB: STC 54) 1 1 HOUR RATED FIRE BARRIER\nA 2 F 3 D. (1) LAYER 1\" GYP BD SHAFT SIDE, 2 LAYERS 1/2\" GYP BD 2 2 HOUR RATED FIRE BARRIER / FIRE WALL 1 HOUR RATED SMOKE\nOTHER SIDE UL# U438, GA FILE NO: WP 7095 (NO SAB: STC 45 / 3 3 HOUR RATED FIRE WALL BARRIER\nWITH SAB: STC 49) 4 4 HOUR RATED FIRE WALL NON RATED\n# STUD WIDTH CMU WIDTH E. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY (NO SAB: STC 45 / SYMBOL DESIGNATION MASONRY\nWITH SAB: STC 49)\n1 1 5/8\" NON RATED MASONRY\n2 2 1/2\" F. NO SHEATHING FOR WALL TYPES INDICATED TO RECEIVE SOUND STACKED WALL -CMU BASE &\n3 3 5/8\" G. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD EACH SIDE ATTENUATION, EXTEND SOUND ATTENUATION TO FULL GYP FURRING WALL TOP\n4 3 5/8\" H. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD ONE SIDE ONLY HEIGHT OF WALL UNLESS OTHERWISE INDICATED. REFER\n6 6\" 5 5/8\" I. NOT USED TO INDIVIDUAL WALL TYPE MODIFIER FOR STC RATINGS.\nJ. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY. TEMPORARY\n8 8\" 7 5/8\" INFECTION CONTROL WALL SEAL TO FLOOR AND DECK. X#X# X#X#\n12 11 5/8\"\nK. DOUBLE SIDED FURRING WALL -(1) LAYER 5/8\" GYP BD\nEXPOSED SIDE ONLY OVER TWO LAYERS OF 2 1/2\" METAL\nFRAMING, GYP BD TO BE FLUSH W/ CMU WITH SOUND NO SOUND\nATTENUATION ATTENUATION\n2.5\nDate:\nC1\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nC2\nSheet Number:\nMP\n41:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nSP\nCG\n2016-08\nFLOOR PLAN - EXISTING\nA1-0\nSTNEMUCOD\nNOITCURTSNOC\nLEGEND - WALL TYPES\n1 1/2\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nSCALE: 1/8\" = 1'-0\"\nFLOOR PLAN - EXISTING CONDITIONS\n1\n3/16\" = 1'-0\"\n0' 4' 8' 16' 32'",
  "8'-8 1/4\" 40'-6 1/4\" 25'-2 3/4\" +/-\n4'-0\" 7'-4\" 18'-0\" 7'-4\" 3'-10 1/4\"\nE3 E4 E5\n2\nA3-1\nDS MB-1 DS\n1 F04 F04 F04 1\nA3-1 A3-1\nF04 F04 F04 F04 F04 F04\nF05 F05 F05\nF04 F04 F04 F04 F04 F04\nF04 F04 F04\nF04 F04\nF04 F04 F04 F04\nF05 F05\nF04 F04 F04 F04\nF04 F04\nMP ROOM\n119\n119B\nMB-1\n119A 120 A2-1\n3\nSTORAGE E1 E2 E6\n120 DS\n101\nEG\nSHOWERS F\n122\nEF\nSHOWERS M\n124\nTLT F\n121\nSTORAGE TLT M\n129 123\nE7\n129\nJAN.\n118\nED\n125B\nVEST.\n125\n125A\n112B\nF01 F03\nF04 F04\nOFC. F04 F04 F04 F04\n117\nF05 F05\nF02 F04 F04 F04 F04 AK\n126\nF04 F04\nF04 F04\nF01 F03 F04 F04 F04 F04 KILNS\n115\nF05 F05 STORAGE\nGATHERING AREA\n113\n105 F04 F04 F04 F04\nOFC. F04 F04\nMP ROOM 113\n116\nF02 112\nMB-1\nF04 F04\nF04 F04 F04 F04\nF01 F05 F05\nF04 F04 F04 F04\nF01 F04 F04\nGYMNASIUM EQUIP. CRAFT\n127 F04 F04\n128 128 114\nF02 F04 F04 F04 F04\nF05 F05\nF04 F04 F04 F04\nF04 F04\nF01\nF03\nEC\n112A\nVEST.\n111\n104C\nRECEPT.\n104\nA2-12\n104A\nCORR.\n101\nKITCHEN\nTC-01 108\nTROPHY CASE\n103\nMTG ROOM\n106\nTC-01\nVEST.\n100\nSTORAGE ELEC.\n107 110\nPANTRY\n109\nEB\n2\nA3-1\nEA\n\"4/1\n2-'82\n\"8/5\n7\n\"0-'01\n\"0-'4\n\"4-'7\n\"4/1\n2-'31\n\"4-'3\n\"4\n\"0-'4\n\"4-'7\n\"8/3\n11-'3\n\"4-'3\n\"8/7\n6-'9\n\"4/1\n2-'82\n2'-0\" 6'-0\" 6'-0\" 6'-0\" 3'-4\" 3'-4\" 5'-9 3/4\"\n1'-4\" 3'-4\" 6'-0\" 2'-8\" 6'-0\" 8'-0 7/8\" 7 5/8\"\n1'-4\"\n\"8/5\n7\n\"8-'21\n\"8-'6\n\"8/3\n5-'51\n\"8/5\n7\n8'-0 5/8\" 7 5/8\" 6'-0\"\n\"4/3\n4-'61\n\"8/5\n3-'7\n\"8/5\n7\n\"8/1\n5-'91\n\"8/7\n5-'7\n\"8/5\n7\n7\"\n6'-0\" 7 5/8\" 7 5/8\" 9'-11\" 3 5/8\"\n9'-5 1/4\" 10'-4 1/8\"\n3 5/8\"\n\"0-'2\n\"8/5\n7\n38'-1 3/4\"\n3'-7 5/8\"\n3 5/8\"\n2'-8\" 3'-4\" 1'-3 5/8\" 6'-0\" 1'-4\"\n\"0-'2\n2 6\nSIM.\n1 1\nA3-2 A3-2 W1 W1\nH\n2\nA3-2\n2\nA3-2 W1\nW1\n1\n1 A3-4\n8\nA3-4 1\n7A5-39 A1-2\n10\n2\n1\nA3-3\nA3-3\n2\nA3-3\nFEC\nFEC\nR1 R1\n1\n2\nA5-11 1A5-23\n4\nR1 1 R1\n1 1\n2\n6 F06\nA5-1\nA5-35\n3A5-3\n4\nIT-1\nR1\nR1\n2\nA5-3\nFE\n1A5-3\n6\nA1-3\n\"8/5\n0-'63\n\"6-'6\n\"4-'1\n\"0-'6\n2 2\n2 2\n0'-0\" PROJ TOS\n397'-0\" +/-FFE\n3'-4\"\n6\nA4-1\nA5-1\n3\nE8F0\nE8F0\nE8F0\n7 5/8\" 28'-1 1/4\" 7 5/8\" 30'-1 7/8\"\nE8F0\nE8F0\n7\nA4-1\nE8F0\n0'-0\" PROJ TOS\nGE-05\n397'-0\" +/-FFE\n3\nA4-1\n\"8/1\n5-'91\n\"8/5\n7\n\"8/7\n1-'52\nA5-319\nFD\n3\n3\n3\n3 3\n3 3\n3\n3\n3\n3\n3\n3\n:7\n.ON\nETANRETLA\nSPAC\nMRA\nENAHTERUYLOP\nHTIW\nGNITAES\nEGNUOL\nECNEUQOLE\nLANOITAN\nEB\nOT\nERUTINRUF\nSTAES\nNO\nORTSIB\n50907\nACILIS\nDNA\nSKCAB\nTAES\nNO\nOTNEMIP\nARTSENEF\nNOSNITS\nFC\nEB\nOT\nCIRBAF\nWALL TYPE (SEE A4-1) WALL TYPE MODIFIER FIRE RATING WALL HATCH PATTERN LEGEND\nSTUD/CMU WIDTH\nA. 5/8\" GYP BD EACH SIDE (NO SAB: STC 45 / WITH SAB: STC 49) 0 NOT RATED\nWALL TYPE MODIFIER PARTITION TO RESIST THE\nB. 5/8\" GYP BD EACH SIDE UL# U465, GA FILE NO: WP1200 (NO S PARTITION TO RESIST THE PASSAGE OF SMOKE\nFIRE RATING PASSAGE OF SMOKE\nSAB: STC 45 / WITH SAB: STC 49) B 1 HOUR RATED SMOKE BARRIER\n1 HOUR RATED FIRE\nC. (2) LAYERS 5/8\" GYP BD EACH SIDE UL# U411, GA FILE NO: C 2 HOUR RATED SMOKE BARRIER\nBARRIER\nWP1548 (NO SAB: STC 50 / WITH SAB: STC 54) 1 1 HOUR RATED FIRE BARRIER\nA 2 F 3 D. (1) LAYER 1\" GYP BD SHAFT SIDE, 2 LAYERS 1/2\" GYP BD 2 2 HOUR RATED FIRE BARRIER / FIRE WALL 1 HOUR RATED SMOKE\nOTHER SIDE UL# U438, GA FILE NO: WP 7095 (NO SAB: STC 45 / 3 3 HOUR RATED FIRE WALL BARRIER\nWITH SAB: STC 49) 4 4 HOUR RATED FIRE WALL NON RATED\n# STUD WIDTH CMU WIDTH E. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY (NO SAB: STC 45 / SYMBOL DESIGNATION MASONRY\nWITH SAB: STC 49)\n1 1 5/8\" NON RATED MASONRY\n2 2 1/2\" F. NO SHEATHING FOR WALL TYPES INDICATED TO RECEIVE SOUND STACKED WALL -CMU BASE & 3 3 5/8\" G. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD EACH SIDE ATTENUATION, EXTEND SOUND ATTENUATION TO FULL GYP FURRING WALL TOP\n4 3 5/8\" H. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD ONE SIDE ONLY HEIGHT OF WALL UNLESS OTHERWISE INDICATED. REFER\n6 6\" 5 5/8\" I. NOT USED TO INDIVIDUAL WALL TYPE MODIFIER FOR STC RATINGS.\nJ. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY. TEMPORARY 8 8\" 7 5/8\" INFECTION CONTROL WALL SEAL TO FLOOR AND DECK. X#X# X#X#\n12 11 5/8\"\nK. DOUBLE SIDED FURRING WALL -(1) LAYER 5/8\" GYP BD\nEXPOSED SIDE ONLY OVER TWO LAYERS OF 2 1/2\" METAL\nFRAMING, GYP BD TO BE FLUSH W/ CMU WITH SOUND NO SOUND\nATTENUATION ATTENUATION\n5\n4\n4\nDate:\nDrawn By:\n2.5\nChecked By:\nC1 Project Number:\nSheet Name:\nC2 Sheet Number:\nMP\n71:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ/SP\nCG\n2016-08\nFLOOR PLAN - NEW\nWORK\nA1-1\nSTNEMUCOD\nNOITCURTSNOC\nKEYNOTES - NEW WORK - FLOOR PLANS\nNO. DESCRIPTION\n1 EXISTING COLUMN TO REMAIN, ENCLOSE WITHIN CMU CELLS\n2 PROVIDE METAL INTERIOR WINDOW BLINDS\n3 CONSTRUCT NON-RATED A2E0 TYPE FURRING WALL ON TOP OF\nNEW AND EXISTING CMU WALLS. GYP BOARD TO BE ON\nRENOVATED TOILETS SIDE OF WALLS. TAPE JOINTS & SEAL ALL\nPENETRATIONS.\n4 PROVIDE DOUBLE STEEL ANGLES ABOVE DOORS PER STRUCTURAL DRAWINGS\n5 NEW FCU & 4\" CONCRETE HOUSEKEEPING PAD\nLEGEND - WALL TYPES\n1 1/2\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nNORTH\nFLOOR PLAN - NEW WORK\n1\n3/16\" = 1'-0\"",
  "WALL TYPE (SEE A4-1) WALL TYPE MODIFIER FIRE RATING WALL HATCH PATTERN LEGEND\nSTUD/CMU WIDTH\nA. 5/8\" GYP BD EACH SIDE (NO SAB: STC 45 / WITH SAB: STC 49) 0 NOT RATED\nWALL TYPE MODIFIER PARTITION TO RESIST THE\nB. 5/8\" GYP BD EACH SIDE UL# U465, GA FILE NO: WP1200 (NO S PARTITION TO RESIST THE PASSAGE OF SMOKE\nFIRE RATING PASSAGE OF SMOKE\nSAB: STC 45 / WITH SAB: STC 49) B 1 HOUR RATED SMOKE BARRIER\n1 HOUR RATED FIRE\nC. (2) LAYERS 5/8\" GYP BD EACH SIDE UL# U411, GA FILE NO: C 2 HOUR RATED SMOKE BARRIER\nBARRIER WP1548 (NO SAB: STC 50 / WITH SAB: STC 54) 1 1 HOUR RATED FIRE BARRIER\nA 2 F 3 D. (1) LAYER 1\" GYP BD SHAFT SIDE, 2 LAYERS 1/2\" GYP BD 2 2 HOUR RATED FIRE BARRIER / FIRE WALL 1 HOUR RATED SMOKE\nOTHER SIDE UL# U438, GA FILE NO: WP 7095 (NO SAB: STC 45 / 3 3 HOUR RATED FIRE WALL BARRIER\nWITH SAB: STC 49) 4 4 HOUR RATED FIRE WALL NON RATED\n# STUD WIDTH CMU WIDTH E. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY (NO SAB: STC 45 / SYMBOL DESIGNATION MASONRY\nWITH SAB: STC 49)\n1 1 5/8\" NON RATED MASONRY\n2 2 1/2\" F. NO SHEATHING FOR WALL TYPES INDICATED TO RECEIVE SOUND STACKED WALL -CMU BASE &\n3 3 5/8\" G. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD EACH SIDE ATTENUATION, EXTEND SOUND ATTENUATION TO FULL GYP FURRING WALL TOP\n4 3 5/8\" H. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD ONE SIDE ONLY HEIGHT OF WALL UNLESS OTHERWISE INDICATED. REFER\n6 6\" 5 5/8\" I. NOT USED TO INDIVIDUAL WALL TYPE MODIFIER FOR STC RATINGS.\nJ. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY. TEMPORARY 8 8\" 7 5/8\" INFECTION CONTROL WALL SEAL TO FLOOR AND DECK. X#X# X#X#\n12 11 5/8\"\nK. DOUBLE SIDED FURRING WALL -(1) LAYER 5/8\" GYP BD\nEXPOSED SIDE ONLY OVER TWO LAYERS OF 2 1/2\" METAL\nFRAMING, GYP BD TO BE FLUSH W/ CMU WITH SOUND NO SOUND\nATTENUATION ATTENUATION\nE3 E4 E5 6 E6\nMP ROOM\n2\n119\nA3-1\nMB-1\n120\nT1 T4\nT10\nT11\nT3\nT21\nT4 T1\nSTORAGE T10\n120 T11\nT17 T3\nT17 T21\nT10\nT20 T11\nEG\nT17\nT10 T10 T20\nSHOWERS F T20 T11\n122\nT22 SHOWERS M\nT24\n124 T17\nEF\nT10\nT20 T11\nA5-3\nT16\nT17\nT10\nT20 T11\nTLT F\nT17\n121\nT6 A5-3\nT10\nT20 T11\nTLT M\n123\nJAN.\n118\nED\n#\n2\nCORR.\nA3-1 101\n\"8/7\n6-'9\n3'-4\"\n7 5/8\" 3'-0\" 3 5/8\"\n\"8/5\n7\n\"8/7\n5-'7\n\"8/5\n7\"8/1\n9-'1\n\"3-'3\n\"8/5\n3\n\"5-'11\n\"8/5\n3\n\"3-'3\n\"3-'1\n\"8/5\n7\nLLAW\nWEN\nOT\n\"4/3\n9-'7\n8'-11 3/4\"\n\"8/5\n7\n\"4-'4\n\"8/7\n1-'3\n\"0-'2\n\"8/5\n7\n\"6-'51\n2'-0 7/8\"\n3'-0\"\nFD\n5\n7 5/8\" 7'-5 1/4\" 2'-0\" 7 5/8\" 9'-11\" 3 5/8\" 3 5/8\" 10'-4 1/8\"\n6\n7\" A4-1\nDS\nA5-319\nNEW FD EXG FD\n15\n14A5-316\n13 18 EXG FD EXG FD\nT23\n3\n12\n3\n3\n3\n3\n3\n3\n3\n3\n3\n3\n3\n\"4-'1\nWHEEL CHAIR\nGUARD\nNIM \"3-'2 XAM \"43\nH\nC\nA\nO\nR R\nH O P\nNOTES: C F P\n1. THESE ARE TO BE THE MOUNTING HEIGHTS UNLESS F\nO R\nR\nO A MI N\nD\nE A\nNOTED OTHERWISE. MI\nN\nP\nP\nA 6 0\n\"\nE\nIS\n36\" MIN CLEAR\n2. SEE PARTITION BLOCKING DETAIL A4-2 FOR WALL\n\"\nH G\nMOUNTED ITEMS SUCH AS GRAB BARS, WASTE 2 C 4\" MAX N 60\" MIN\nRECEPTACLES, WALL CABINETS, ETC.\n4 T\nA\nHI 2'-6\"\nL CLEAR FLOOR\n3. PROVIDE NECESSARY CLEAR FLOOR SPACE FOR ALL\nFIXTURES AND ACCESSORIES. SPACE GRAB BAR H L N\nCLEAR FLOOR X MI\n4. FLUSH VALVE CONTROL TO BE ACCESSIBLE FROM X A\nA SPACE M \"\nSINK SIDE OF ROOM\n9 \"\nMI N C R A L E 4 2 \" 7 \" T D O IS I P LE E T N S TI E S R SUE 4 \" M 5 6 \" MI N 4 2 \" 7 \" T D O IS I P LE E T N S T E IS R SUE 30\" 4 8 \" O P S R C P I R T V I E A O E C N N Y A L X\nA\n4' - 0 \" C W O A N LL TROL 3 6 \" C\nSP\nLE\nA\nA\nC\n2 4 \" R\nE\nFLOOR EQ EQ 1 5 5 \" M X A 4 8 \"\n5 \" M\n1 2 \" 16\"-18\" GRAB BAR 1 2 \" 16\"-18\" G BA R R AB 1 7 \" - 2 5 2' - 0 \" C SP LE A A C R E FLOOR 3 6 \" 30\"\n6\" 36\" 6\" 36\" 2'-6\"\n60\" MIN CLEAR\n48\" MIN\nADA TOILET STALL- PLAN ADA TOILET ROOM WITH ADA URINAL - PLAN ADA TRANSFER ADA DRINKING\nADJACENT LAVATORY - PLAN SHOWER - PLAN FOUNTAIN - PLAN\n36\"\nEQ EQ\nDate:\nCURTAIN ROD\nMIRROR MIRROR\n39\" - 41\" 2'-6\" 2'-0\" MAX Drawn By:\nEQ EQ PAPER\nTOWEL\n8 \" OPTIONAL DISPENSER Checked By:\n17\"-25\" 12\" 1 42\" 6\" 36\" DIVIDER GRAB 1'-3\" MIN SOAP\n7 8 \" BAR 2 \" DISPENSER\n3' - 4 \" M X A T O R F E C L E TI E V U S R F C A E 9 \" MI N M 8 I \" N 2 7 \" MI N 3 4 \" M X A 33'' -- 44 \"\" MM XX AA TT OO RR FF EE CC LL EE TTII EE VV UU SS RR FF CC AA EE 15\" 3 3 \" 1 7 \" - 1 9 \" 3 9 \" - 4 1 \" 12\" 1 9 \" MI N T D N D O I A I S S I P L P P K E E O I T N N S S T A I E L S R SUE 3 3 \" 18\" 1 3 ' ' - - 3 6 \" \" 1' - 5 \" M X A 4' - 0 \" M X A 1' - 5 \" M X A 9 \" MI N 1 3 ' ' - - 3 6 \" \" 3 3 \" 1 8 \" S S H EA O T WER 3 3 \" 4 8 \" 7 H L 3' - 0 \" M X A 9 \" MI N M 8 I \" N 2 7 \" MI N 3' - 0 \" M X A 4' - 0 \" M X A W RE A C S E T P E T ACLE 4 0 \" P S r h o e j e e t c t N N a u m m e b : er: 36\" MIN CLEAR\n6\" MAX 11\" MIN 6\" MAX 11\" MIN\nMIN\nSheet Number: ADA LAVATORY - SIDE ADA LAVATORY - FRONT ADA TOILET - SIDE ADA TOILET - FRONT ADA TRANSFER ADA TRANSFER ADA DRINKING ADA DRINKING MISC. ACCESSORIES\nADA URINAL - FRONT ADA URINAL - SIDE SHOWER - FRONT SHOWER - CONTROL FOUNTAIN - FRONT FOUNTAIN - SIDE\nWALL\nMP\n12:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ/SP\nCG\n2016-08 ENLARGED FLOOR PLAN, SCHEDULES & ACCESSORIES\nA1-2\nSTNEMUCOD\nNOITCURTSNOC\nFURNITURE SCHEDULE SPECIALTY EQUIPMENT SCHEDULE\nTYPE MARK DESCRIPTION # CATEGORY TYPE MARK DESCRIPTION COUNT O,C / C,C / O,O\nF01 CHAIR, SINGLE 5 CEILING SUSPENDED, FOLDING BASKETBALL HOOP 6\nF02 SOFA 3 FOLDING CHANGING BENCH 4\nF03 SIDE TABLE 3 FE BRACKET MOUNTED FIRE EXTINGUISHER, MECH 106 1\nF04 CHAIR, STACKING 78\nF05 60\"D ROUND TABLE 13 ATHLETIC EQUIPMENT AE-1 10 ROW TELESCOPING BLEACHERS, 90' LENGTH 1 CF, CI\nF06 ROLLING TASK CHAIR 2\nFIRE EXTINGUISHING FEC FIRE EXTINGUISHER CABINET - RECESSED 2 CF, CI\nSYSTEMS ALTERNATE NO. 7:\n• GATHERING AREA:\n1. FURNITURE TO BE NATIONAL OFFICE FURNITURE GENERAL EQUIPMENT GE-05 VENDING MACHINE 3 GFGI\nELOQUENCE LOUNGE SEATING WITH CARAMEL FINISH AND GENERAL EQUIPMENT IT-1 COMPUTER 1 OF, OI\nPOLYURETHANE ARM CAPS. FABRIC TO BE CF STINSON GENERAL EQUIPMENT MB-1 12' x 4' MARKERBOARD W/ TRAY 3 CF, CI\nFENESTRA PIMENTO ON SEAT BACKS AND SILICA 70905\nGENERAL EQUIPMENT TC-01 TROPHY CASE, SEE CASEWORK DETAIL 2 CF, CI\nBISTRO ON SEATS\n• MULTIPURPOSE ROOMS: LEGEND - WALL TYPES\n1. TABLES TO BE MAYLINE EVENT SERIES 7700 60\" DIAMETER TOILET ACCESSORY T1 18\" VERTICAL GRAB BAR 2 CF, CI 1 1/2\" = 1'-0\"\nROUND TOILET ACCESSORY T3 36\" GRAB BAR 2 CF, CI\n2. CHAIRS TO BE NATIONAL JEWEL IN BLACK\nTOILET ACCESSORY T4 42\" GRAB BAR 2 CF, CI\n• TASK CHAIRS\nTOILET ACCESSORY T6 HAND SANITIZER DISPENSER 1 OF, OI\n1. NATIONAL OFFICE FURNITURE WANDER ARMLESS WITH\nTOILET ACCESSORY T7 SOAP DISPENSER 2 OF, OI\nBLACK MESH BACK AND TWILIGHT CINDER SEAT\nTOILET ACCESSORY T10 TOILET PAPER DISPENSER 8 CF, CI\nTOILET ACCESSORY T11 TOILET SEAT COVER DISPENSER 8 CF, CI\nALTERNATE NO. 7\nTOILET ACCESSORY T15 24\" x 36\" ADA HT. MIRROR 4 CF, CI\nTOILET ACCESSORY T16 TOWEL HOOK 1 CF, CI\nTOILET ACCESSORY T17 SANITARY NAPKIN DISPOSAL 6 CF, CI\nTOILET ACCESSORY T20 34x60 ADA TOILET PARTITION 13 CF, CI\nTOILET ACCESSORY T21 60x96 ADA TOILET PARTITION 2 CF, CI\nTOILET ACCESSORY T22 ADA ACRYLIC SHOWER SEAT & SHOWER GRAB BAR, 1 CF, CI\nCOORDINATE SLAB RECESS REQUIREMENTS W/\nPRODUCT SUBMITTALS\nTOILET ACCESSORY T23 URINAL SCREEN 1 CF, CI\nTOILET ACCESSORY T24 36\" SHOWER ROD & CURTAIN 1 CF, CI\nKEYNOTES - NEW WORK - FLOOR PLANS TOILET ACCESSORIES BY ROOM\nNO. DESCRIPTION ROOM\nNO. ROOM NAME TYPE MARK DESCRIPTION COUNT O,C / C,C / O,O\n1 EXISTING COLUMN TO REMAIN, ENCLOSE WITHIN CMU CELLS\n2 PROVIDE METAL INTERIOR WINDOW BLINDS 121\n3 CONSTRUCT NON-RATED A2E0 TYPE FURRING WALL ON TOP OF 121 TLT F T1 18\" VERTICAL GRAB BAR 1 CF, CI\nNEW AND EXISTING CMU WALLS. GYP BOARD TO BE ON 121 TLT F T3 36\" GRAB BAR 1 CF, CI\nRENOVATED TOILETS SIDE OF WALLS. TAPE JOINTS & SEAL ALL 121 TLT F T4 42\" GRAB BAR 1 CF, CI\nPENETRATIONS.\n121 TLT F T6 HAND SANITIZER DISPENSER 1 OF, OI\n4 PROVIDE DOUBLE STEEL ANGLES ABOVE DOORS PER 121 TLT F T7 SOAP DISPENSER 1 OF, OI\nSTRUCTURAL DRAWINGS 121 TLT F T10 TOILET PAPER DISPENSER 6 CF, CI\n5 NEW FCU & 4\" CONCRETE HOUSEKEEPING PAD\n121 TLT F T11 TOILET SEAT COVER DISPENSER 6 CF, CI\n121 TLT F T15 24\" x 36\" ADA HT. MIRROR 2 CF, CI\n121 TLT F T17 SANITARY NAPKIN DISPOSAL 6 CF, CI\n121 TLT F T20 34x60 ADA TOILET PARTITION 9 CF, CI\n121 TLT F T21 60x96 ADA TOILET PARTITION 1 CF, CI\n122\n122 SHOWERS F T16 TOWEL HOOK 1 CF, CI\n122 SHOWERS F T22 ADA ACRYLIC SHOWER SEAT & SHOWER GRAB BAR, 1 CF, CI\nCOORDINATE SLAB RECESS REQUIREMENTS W/\nPRODUCT SUBMITTALS\n122 SHOWERS F T24 36\" SHOWER ROD & CURTAIN 1 CF, CI\n123\n123 TLT M T1 18\" VERTICAL GRAB BAR 1 CF, CI\n123 TLT M T3 36\" GRAB BAR 1 CF, CI\n123 TLT M T4 42\" GRAB BAR 1 CF, CI\n123 TLT M T7 SOAP DISPENSER 1 OF, OI\n123 TLT M T10 TOILET PAPER DISPENSER 2 CF, CI\n123 TLT M T11 TOILET SEAT COVER DISPENSER 2 CF, CI\n123 TLT M T15 24\" x 36\" ADA HT. MIRROR 2 CF, CI\n123 TLT M T20 34x60 ADA TOILET PARTITION 4 CF, CI\n123 TLT M T21 60x96 ADA TOILET PARTITION 1 CF, CI\n123 TLT M T23 URINAL SCREEN 1 CF, CI\nNORTH\nFLOOR PLAN - ENLARGED TOILETS\n1\n3/8\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nLEGEND - ADA ACCESSIBLE FIXTURES\n3/8\" = 1'-0\"",
  "E3 E4\n#\n2'-6\" 9'-0 5/8\"\nEB\nFV EXG SIDEWALK\nDOWNSPOUT MOUNTED \" 0\nTO FACE OF COLUMN, 4' -\nPAINT BLACK TO MATCH\nEXISTING GUTTERS\n\" 0\n- 1'\nCONC. SPLASHBLOCK\n6\nA1-3\n\"\n0\nNEW CONCRETE BENCH 1 NEW ENTRANCE CANOPY\n- 8' ROOF EDGE LINES\n(ABOVE)\nEA\n\"\n8\n-\n9'\n1\nSTL. COLUMN, PAINT SW 7558 MEDICI IVORY EXISTING CONCRETE\nSIDEWALK TO REMAIN.\nPATCH AS REQUIRED FOR\nNEW CANOPY FOOTING\n0 \" INSTALLATION\n1\n- 8'\n\"\n0\n- 1'\nFASTENERS FOR MEMBRANE,\nPROVIDE LENGTH THAT DOES NOT\nPENETRATE ROOF DECK\nTPO SEALANT\nTPO TOP SHEET\nTPO SEAM FLASHING TPO ROOFING\nMEMBRANE OVER 2\"\n6x4x3/8 STL. RIGID INSULATION,\nDECK ANGLE 3/4\" PLYWOOD, & 3\"\nMETAL ROOF DECK\nMP DRIP EDGE\nCONTINUOUS BEAD OF TPO SEALANT\nGRAVEL\nATTACH SHEATHING\n2x BLOCKING TPO TOP SHEET STOP\nFROM UNDERSIDE\nMP DRIP EDGE\nOF ROOF DECK TPO SEALANT TPO SEAM FLASHING\nCONT. CLEAT 6x4x3/8 STL.\nE4\nTPO ROOFING DECK ANGLE\nMEMBRANE OVER 2\"\n11'-8 5/8\"\nRIGID INSULATION, 2x BLOCKING\n3/4\" PLYWOOD, & 3\"\nGUTTER &\nROOF DECK, METAL ROOF DECK CONT. CLEAT\nTPO ROOFING MEMBRANE OVER 2\" 2.5 FASTENER\nPAINTED\nRIGID INSULATION, 3/4\" PLYWOOD, & STRAPS\nFASTENERS FOR ATTACH ROOF SHEATHING\n3\" METAL ROOF DECK PAINTED SW CANOPY FRAME,\nMEMBRANE, PROVIDE FROM UNDERSIDE\n7558 MEDICI IVORY REFER TO\nLENGTH THAT DOES\nSTRUCTURAL, NOT PENETRATE ROOF CANOPY FRAME,\nPAINTED MEMBRANE SEE STRUCTURAL,\nPREFINISHED SM GUTTER, PAINTED\nCOLOR TO MATCH EXISTING\nGUTTERS\n11'-0\"\n2 - LOW ROOF\n10'-10 3/8\"\nSM DRIP EDGE & ROOF\nBLOCKING AROUND PERIMETER\nTAPERED STL. BEAM, PAINT SW 7558 MEDICI IVORY\nSTL. COLUMN, PAINT SW 7558 MEDICI IVORY\nDOWNSPOUT MOUNTED TO\nFACE OF COLUMN, PAINT\nBLACK TO MATCH EXISTING\nGUTTERS\n1'-3\" 1'-3\" NEW CONCRETE BENCH W/\nSKATEBOARD STOPS @ 36\" OC\n3/4\" CHAMFER AROUND\nMAX\nTOP PERIMETER OF\nCONCRETE BENCH\nNEW PREMOLDED\nEXPANSION JOINT\nFILLER\nCONC. SPLASHBLOCK \" EXISTING CONCRETE SIDEWALK TO\n6 1' - REMAIN. PATCH AS REQUIRED FOR NEW\nCANOPY FOOTING INSTALLATION\n1 - LEVEL 1\n0\"\nN.\nSTL. BASE PLATE, ANCHOR MI\nBOLTS, & NON-SHRINK\n\"\n6\nGROUT @ FOOTINGS, SEE -\n1'\nSTRUCTURAL\nEPOLS\nE3 E4\nE3 E4\n\"\n2\n1\n\"\n/\nEB EB 3\n9'-4\" EXISTING NON-VENTED EXISTING STANDING\n3 \" METAL SOFFIT TO SEAM ROOFING\n0\n2 A4 . - 5 1 EXG DS TO REMAIN 2.5 3' - REMAIN 10'-6\" EXG +/- 2.5 SYSTEM TO REMAIN\nEXISTING GUTTER TO EXISTING GUTTER TO\nREMAIN REMAIN\n\" \"\n0 0\n- - 2' 2'\nC1 C1 EXTENTS OF ROOF C1\nABOVE EXISTING ROOF\n6 6\nA1-3 A1-3\nDOWNSPOUT MOUNTED\n\" TO FACE OF COLUMN,\nSTL. COLUMN, PAINT 0\n1 PAINT BLACK TO MATCH\nSW 7558 MEDICI IVORY 8' - TPO ROOFING EXISTING GUTTERS TPO ROOFING MEMBRANE\nMEMBRANE OVER 2\" OVER 2\" RIGID INSULATION,\nEA RIGID INSULATION, 3/4\" EA 3/4\" PLYWOOD, & 3\" METAL\nPLYWOOD, & 3\" METAL ROOF DECK PAINTED SW\nROOF DECK PAINTED 7558 MEDICI IVORY\nSW 7558 MEDICI IVORY\n\"\nC2 C2 C2 8\n2\" / 12\" -\n1'\n2\nTAPERED STL. TAPERED STL. BEAM,\n2\" / 12\"\nBEAM, PAINT SW PREFINISHED SM GUTTER, PAINT SW 7558\n7558 MEDICI IVORY COLOR TO MATCH EXISTING MEDICI IVORY\n3/4\" CHAMFER AROUND TOP PREFINISHED SM GUTTER,\nGUTTERS\nPERIMETER OF CONCRETE COLOR TO MATCH\nBENCH EXISTING GUTTERS 0 \"\n1 11'-6 1/8\" T.O. TPO 13'-5 1/2\" T.O. TPO\n11'-0\" B.O. DECK\n8' - 12'-11 1/2\" B.O. DECK\nSKATEBOARD STOPS @ 36\" MAX, BASIS-\nOF-DESIGN: BARRETT ROBINSON FIXED\nANGLE SKATE DETERRENTS -FA135,\nSURFACE 4 5\nCLEAR ANODIZE FINISH\nMOUNTED SIM\nLIGHTING FIXTURE A1-3 5 A1-3\nC3 C3 C3\nA1-3\n\" 0\n-\n2'\n11'-8 1/2\" 1'-0\"\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n32:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nCANOPY PLANS &\nSECTIONS\nA1-3\nSTNEMUCOD\nNOITCURTSNOC\nNORTH\nFLOOR PLAN - CANOPY CANOPY RCP ROOF PLAN - CANOPY\n1 2 3\n1/4\" = 1'-0\" 1/4\" = 1'-0\" 1/4\" = 1'-0\"\nCANOPY ROOF AT GUTTER CANOPY ROOF EDGE\n4 5\n3\" = 1'-0\" 3\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nCANOPY SECTION 1\n6\n3/4\" = 1'-0\"",
  "\"\n1 HEMMED\nEDGE\n\" \" 6 6\n\" 5\n6\"\nNOTE:\nDIMENSIONS AND PROFILE SHOWN IS FOR GENERAL REFERENCE\nONLY. NEW BOXED GUTTER IS TO MATCH EXISTING IN MATERIALS,\nGAUGE, COLOR AND PROFILE.\nE2 E3 E4 E5 E6\n2\nA3-1\n1 1\nA3-1 A3-1\nSTANDING SEAM ROOFING SYSTEM\nOVER ROOFING MEMBRANE, 5/8\"\nPLYWOOD DECK, VINYL FACED BATT\nINSULATION & PRE-ENGINEERED STEEL\n3\" / 12\" 3\" / 12\"\nROOF TRUSSES\nE1 E7\nEG\nEF\nED\n3\" / 12\"\nEXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN\n2\" / 12\"\n\"\n2\n1\n\"\n/\n3\n3\" / 12\"\n4A2-1\nEXISTING ROOF TO REMAIN\nEC\nA2-12 \"\n2\n1\n\"\n/\n3\nEXISTING ROOF TO REMAIN\nEB\n1\nA2-1\nEA\n2\nA3-1\nPAC\nEGDIR\nDETNEV\n2 6\nNEW NON-VENTED\nSOFFIT (BELOW)\n4 1\n\" DASHED LINE: OUTSIDE\n3'-6\" 0 3'-6\"\n2' - A1-9 A3-2 FACE OF WALL BELOW\nMATCH EXISTING\nMATCH EXISTING\nH\nDS DS\n2 NEW VENTED SOFFIT (BELOW)\nA3-2 2\nA3-2\n5\nPREFINISHED SM GUTTER. PREFINISHED SM GUTTER\nSEE DETAIL 2 THIS SHEET A1-9 SEE DETAIL 2 THIS SHEET\nNEW VENTED SOFFIT (BELOW) 6\n6\nMODIFY EXISTING GUTTER TO\nA1-9\nA1-9 TIE INTO NEW GUTTER\nMODIFY EXISTING GUTTER TO\nTIE INTO NEW GUTTER\nEXISTING NON-VENTED SOFFIT (BELOW)\nEXISTING NON-VENTED SOFFIT (BELOW)\n3 TYP. 3\nA1-9 A1-9\n8\"8\"\nV Y A E\nL L\nL L\nE A\nY V\n8\n\"8\n\"\nDASHED LINE:\nVALLEY FLASHING\nDS\n6\nA1-3\nSTEEL FRAMING\n3 NEW CANOPY:\n2\" / 12\"\nA1-3 TPO ROOFING MEMBRANE OVER 2\"\nRIGID INSULATION, 3/4\" PLYWOOD,\n& 3\" METAL ROOF DECK\nRETTUG\nMS\nDEHSINIFERP\nWEN\nROOF TYPE TO\nMATCH EXISTING\nEAVE FLASHING WITH 4\" SECURE TO\nEND LAPS WITH CONT. FRAMING AT\nSEALANT 30\" OC\nSUB FLASHING. PROVIDE\n5/8\" PLYWOOD SHEATHING 4\" END LAPS WITH SEALANT ROOF PANEL TO FOLD\nRIDGE CAP\nCONTINUOUS CLEAT ROOF TYPE TO MATCH AT DRIP FLASHING.\nFASTEN PER MANU. EXISTING ON 30# FELT LOW PROFILE 5/8\" RIDGE GUTTER STRAP\nDIRECTIONS CONTINUOUS CLEAT VENT MATERIAL BY COR-A-VENT AT 30\" OC\nROOF PANEL TO FOLD\n5/8\" PLYWOOD SHEATHING EACH SIDE OR EQUAL 5/8\" PLYWOOD SHEATHING\nROOF TYPE TO AT DRIP FLASHING.\nMATCH EXISTING RIDGE\nDASHED LINE:\nFLASHING\nCONTINUOUS BEAD 30# FELT\nOF SEALANT BETWEEN ROOFING TO\nFASTENERS PER\nVALLEY FLASHING AND MATCH EXISTING\nMANUFACTURER'S\n30# FELT DRIP FLASHING.\nSPECIFICATIONS\nPROVIDE 4\" END\nDASHED LINES FASTENERS PER\nLAPS WITH SEALANT\n30# FELT MANUFACTURER'S CAULK AT ZEE\nSPECIFICATIONS PURLIN AND OPEN\nVALLEY G\nFLASHING BREAK METAL ON 2x PT PANEL LEGS N SUBFRAMING TI SEE DETAIL THIS\nS\nZEE PURLIN IX SHEET\n9\"\nMIN.\n\" RIPPED PT 2x 30# FELT ON H\nE\n1' - 1 5\nS\n/\nH\n8\"\nE\nP\nA\nL\nT\nY\nH\nW\nIN\nO\nG\nOD T\nA\nC\nM\nPT 2X8 RIDGE CAP BREAK METAL ON 2x PT\nSUBFRAMING\nCONTINUOUS\nCLEAT\n19\n1/2\"\nMIN.\nC\nC\nO\nLE\nN\nA\nT\nT\nINUOUS\nZEE PURLIN\nVALLEY FLASHING\nEAVE FLASHING\nCONTINUOUS CLEAT\nSUB -FLASHING\nDRIP FLASHING\nCURB MATERIAL\nSEE MECHANICAL\nFOR TYPE AND DIMS.\nANGLE FLASHING\nANGLE FLASHING\nZEE CLIPS\nFLASHING\nC\nSE\nO\nC\nU\nU\nN\nR\nT\nE\nE R\nT O\nFL\nZ\nA\nE\nS\nE\nH ING\nSEE\nMECHANICAL\n12\"\nMIN.\nC\nSE\nO\nA\nN\nL\nT\nA\n.\nN\nB\nT\nE A\nB\nD\nE T\nO\nW\nF\nEEN\nCLOSURE FELT AND FLASHING\nROOF TYPE\nDASHED LINE:\nTO MATCH\n30# FELT\nEXISTING\nCONT. CLEAT\nDASHED LINE:\n30# FELT\n5/8\" PLYWOOD\nSHEATHING\nCOUNTER\nFLASHING ZEE CLOSURE\nANGLE\nFLASHING\nCONTINUOUS\nCLEAT\nFLEXIBLE RUBBER BOOT\nFLASHING ROOF PIPE\nPENETRATION TO BE IN\n4\" MAX.\nSET BOOT IN CONT. BEAD OF PAN OF PANEL ONLY\nCAULK. USE FASTENERS\nSPECIFIED BY BOOT MANU.\nCAULK FASTENER HEADS CONT. CAULK ON\nSTAINLESS STEEL\nHOSE CLAMP\nROOF TYPE\nTO MATCH\nEXISTING\nAFTER CUTTING\nROOF PANEL\n30 # FELT ON FOLD EDGES UP\n5/8\" PLYWOOD\nAS SHOWN AND\nSHEATHING\nCAULK\nDate:\n2.5\nDrawn By:\nC1\nChecked By:\nProject Number:\nC2 Sheet Name:\nC3\nSheet Number:\nMP\n52:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ/SP\nCG\n2016-08\nROOF PLAN & ROOF\nDETAILS\nA1-9\nSTNEMUCOD\nNOITCURTSNOC\nRIDGE VENT ROOF EDGE DETAIL\n5 6\n3\" = 1'-0\" 3\" = 1'-0\"\nGUTTER PROFILE VALLEY DETAIL AT ROOF GABLE RAKE DETAIL\n2 3 4\n6\" = 1'-0\" 3\" = 1'-0\" 3\" = 1'-0\"\nCURB DETAIL\n7\n3\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nPIPE PENETRATION DETAIL\n8\n3\" = 1'-0\"\nSCALE: 1/8\" = 1'-0\" NORTH\nROOF PLAN\n1\n1/8\" = 1'-0\"\n0' 4' 8' 16' 32'",
  "EXTERIOR MATERIALS LEGEND\nCMU-1\nSTACKED BOND\nCOLOR 1 (TAN), MATCH EXISTING:\nEXISTING COLOR TO BE\nE1 E2 E3 2.5 E4 E5 E6 E7\nDETERMINED\nCMU-2\nRUNNING BOND\nCOLOR 2 (WHITE), EXISTING:\nEXISTING COLOR TO BE DETERMINED\nCMU-3\nRUNNING BOND\n2 COLOR 2 (TAN), EXISTING:\nEXISTING COLOR TO BE DETERMINED\nA3-1\nCONCRETE\nPREFINISHED SM\nCAST-IN-PLACE OR CAST STONE\n3 - GYM ROOF\n25'-0\"\nCMU-1 CMU-3 1'-0\"\nMETAL WALL & ROOF PANELS\nSTANDING SEAM PANEL\nAEP SPAN \"COLONIAL RED\" OR EQUAL\nTO MATCH EXISTING\nCMU-3 6 METAL ROOF PANEL\nA1-3\nCMU-1 2 - LOW ROOF\nGUTTER & DOWNSPOUT 10'-10 3/8\"\nCMU-3 PREFINISHED SM\nCMU-1\nCMU-1 CMU-3 CMU-1\n#\nCMU-2\nCMU-3\nCMU-1 CMU-2 1 - LEVEL 1\n0\"\nH EG EF ED EC EB C1 EA C2 C3\nMETAL ROOF PANEL\n3 - GYM ROOF\nNEW EXG 25'-0\"\n1 2 1 2\nA3-1 A3-2 A3-4 A3-3\nEXG NEW\nMETAL ROOF PANEL\nTPO ROOFING SYSTEM\n2 - LOW ROOF\nGUTTER & DOWNSPOUT 10'-10 3/8\"\nLTG\nW1\n101 #\nEXG DS EXG DS EXG DS\nFCU 1 - LEVEL 1\n0\"\nE7 E6 6 E5 E4 E3 2 E2 E1\n1 2\nA3-2 A3-1\n3 - GYM ROOF\n25'-0\"\nMETAL ROOF PANEL\nEXG NEW NEW EXG\n3\" / 12\" 3\" / 12\"\nL1\nPREFINISHED SM\n2 - LOW ROOF\n9'-4\" 10'-10 3/8\"\nW1 W1\nDS #\nDS\n1 - LEVEL 1\n0\"\nC3 C2 EA C1 EB EC ED EF EG H\nEXTERIOR GLAZING\nEXG NEW\n3 - GYM ROOF\nDate:\n25'-0\"\nPREFINISHED SM\nDrawn By:\n1 2 2 1\nA3-4 A3-3 A3-2 A3-1\nChecked By:\n6\nNEW ENTRANCE CANOPY A1-3 METAL ROOF PANEL\nProject Number:\nMETAL ROOF PANEL\nMETAL ROOF PANEL\n2 - LOW ROOF\nGUTTER & DOWNSPOUT 10'-10 3/8\" Sheet Name:\nLTG\nW1\n# 125B 119B\nDS DS\n1 - LEVEL 1\nSheet Number:\n0\"\nMP\n03:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nEXTERIOR ELEVATIONS\nA2-1\nSTNEMUCOD\nNOITCURTSNOC\nSOUTH OVERALL ELEVATION\n1\n1/8\" = 1'-0\"\nWEST OVERALL ELEVATION\n2\n1/8\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nNORTH OVERALL ELEVATION\n3\n1/8\" = 1'-0\"\nEAST OVERALL ELEVATION\n4\n1/8\" = 1'-0\"",
  "EXTERIOR DOOR HEAD FLASHING EXTERIOR DOOR JAMB FLASHING\nEXTERIOR\nSECOND LAYER OF 4\" 1/8\"\nWATER-RESISTIVE MATERIAL\n1/4\"\nBARRIER\nSELF-\nADHERING 2 \" R L SEALANT &\nMEMBRANE\nT X\nR E I O\nT A\nR E I A BACKER RO\n4\nD\n\" 1\n7/ 8 \"\nE M\nMETAL\nOPENING 8 \"\nFLASHING AS SECOND LAYER OF\n4\n7/\nSPECIFIED 3 \" WATER-RESISTIVE METAL\nBARRIER OPENING \"\n3\nFLASHING AS\nLINE OF SHEATHING & SELF-\nSPECIFIED\nWATER-RESISTIVE ADHERING\nBARRIER MEMBRANE\nLINE OF SHEATHING &\n3\" 2\" WATER-RESISTIVE\nBARRIER\n5\"\nWATER-RESISTIVE BARRIER\n1\" RIGID INSULATION &\nMOUNTING STANDARDS ADHESIVE\nDOOR FLASHING PER MANUFACTURER\nB\nRECOMMENDATIONS CMU TO MATCH EXISTING\n6\" = 1'-0\"\n10\" H MORTAR NET\nCMU BOND BEAM HEADER,\nCMU BOND BEAM HEADER,\nSIZE PER STRUCTURAL\nSELF-ADHERING\nSIZE PER STRUCTURAL\nFLASHING\nWALL TYPE\nPER PLAN 24 GA. STAINLESS STEEL\nCOIL FLASHING SET INTO A FULL\nASSEMBLY CONTINUOUS BED OF\nSEALANT, EACH SIDE\nCMU BOND SEALANT. FABRICATE WITH\n4 BEAM 1/2\" MIN. 2\" TALL BACK DAM & 2\"\nTALL END DAM\nSEALANT 1/2\" 1/2\"\n4\nJOINT WEEPS @ 24\" OC\nSEALANT EA.\nH.M. FRAME, GROUT SOLID\nSIDE\n5 7/8\"\n\"\n4 STL. LINTEL PER, SEE\nOVERHEAD COILING EXTERIOR DOOR\nH.M. FRAME STRUCTURAL\nDOOR HOUSING 4 \"\nDOOR OPENING FLASHING\nCOILING DOOR SLATS GROUT SOLID 5/ 8 \"\n5 3/4\"\nA\nD\nS\nO G\nSP\nL\nE\nE\nC\nG\nI F\nT\nIE\nO\nD\nIN\nP\nS\nR\nE\nO\nR\nV\nT\nI D\nIN\nE\nT\n3\nO\n\"\n8 \" JAMB FLASHING\n5/\nINTERIOR DOOR\n1 9/16\" VARIES 1 15/16\" 1 9/16\" 2 3/8\" 1 15/16\"\nDOOR HEAD - COILING INTERIOR DOOR HEAD - MASONRY DOOR HEAD - CMU\n11 1 3\n3\" = 1'-0\" 3\" = 1'-0\" 3\" = 1'-0\"\nSEALANT, EACH SIDE\n2\"\nBULLNOSE BLOCK @\n3/ 4\" COUNTER (BELOW) CMU H.M. DOOR, GROUT SOLID 5/8\" 2\" NEW INTERIOR BLOCKS\n1 \" R 5/8\" 2\" CMU WALL, LATERAL\n\"\n6 COURSING NOT SHOWN\n1\nANCHOR AS 1 6\n\"\n1/\n2\n\"\n1\n9/\nF\nFO\nLE\nR\nX\nC\nIB\nL\nL\nA\nE\nR\nF\nIT\nL\nY\nASHING\nR\nN\nL A P\nC\nC FO\nM\nO R U\nU\nR C\nW\nS L\nA\nI A N\nL\nR G\nL\nI\n,\nT N\nL\nY O\nAT\nT\nE\nS\nR\nH\nA\nO\nL\nW N\nR N\nE W X\nE E\nA I\nQ W\nS L\n'\nL T\nD A\nS I N\nN A\nG\nT D\nR A\n1\nV I\nS 9/\nE L L T\nE P\nY R P\nN\nL A\nA R N EQ CH 'D OR AS\n2\n3/ 8 \"\n1 6 \"\nM O\nF W L\nV E\nA A\nE M\nT S\nR\nE\nB\nH R\nR W\nIN -\nA\nR\nI\nG\nN N\nE\nD E\nS\nO\nI\nT\nS\nW O\nT I\nW J\nV\nA\nE\nR M A\nB\nB P\nA R RIER\nE\nP 6 \" W\nA E\nP 1\n5/\n1 1 1\" RIGID INSULATION &\n5/\nADHESIVE\n1/2\" WALL MOUNTED 1 1 1/ 2 \" EXTERIOR DOOR\nSEALANT EA. 2\" AIR SPACE W/ CMU TIES\nCOILING DOOR GUIDE DOOR OPENING JAMB\nSIDE\nINTERIOR DOOR SEALANT EA. FLASHING INSERT\nCOILING DOOR, 4 \"\nMATERIAL PER DOOR SIDE VERTICAL LEG FROM SILL 1/ CMU RETURN BLOCK @ JAMB,\nSPOT GROUT @ OR HEAD FLASHING INTO 6\nSCHEDULE SEE ELEVATIONS FOR TYPE\nJAMB ANCHORS RECESSES\nCOUNTER (BELOW),\nH.M. FRAME SEALANT AND BACKER ROD SEE PLANS FOR\nMORE INFORMATION\nDOOR JAMB - COILING INTERIOR DOOR JAMB - MASONRY DOOR JAMB - CMU\n12 2 4\n3\" = 1'-0\" 3\" = 1'-0\" 3\" = 1'-0\"\nPER MFR REQ'S\n1 1/8\" 7/8\"\n6 1/4\"\nCOILING DOOR SLATS\n5 COILING DOOR SILL\nA5-4 CLOSURE FACE OF CMU (BEYOND)\nFACE OF FRAME COUNTERTOP (SEE ELEV DOOR PER SCHEDULE\n(BEYOND)\nFOR MATERIAL & A5-3\n30\" AFF\nFOR EDGE DETAILS\nFULLY SET\n2 \" DOOR THRESHOLD\n1/ THRESHOLD IN\n1 (2) LAYERS 3/4\" SOLID SEALANT .X PREMOLDED\nPLYWOOD SUPPORT @ P- A\n1 1/4\" M EXP. JT.\nLAM COUNTERS ONLY\n\"\n24\". CUT BLOCK @ SILL 2\" 1/ 4 CAST-IN-PLACE\nCONCRETE SIDEWALK\nSEE FLOOR PLAN\n2x BLOCKING\nANCHORED TO CAST-IN-PLACE\nGROUT CONCRETE SLAB\nWALL TYPE PER PLAN\nDOOR SILL - COILING DOOR SILL - INTERIOR TO EXTERIOR\n13 5\n3\" = 1'-0\" 3\" = 1'-0\"\nSEE DOOR SCHEDULE\nGLAZING NOTES: SEE DOOR SEE DOOR SEE DOOR\nD\nSCHEDULE SCHEDULE SCHEDULE A E F R CMU HEADER HT\nH M\n• ALL NON-RATED DOORS TO BE GLAZED 4\" 8\" 8\" 8\" L R\nWITH TYPE G-01 TEMPERED GLAZING\nOI E\nP\nC\n(INSULATED AT EXTERIOR DOORS) \"\n8\n• ALL 1-HOUR RATED DOORS TO BE\nGLAZED WITH TYPE G-02 WIRED GLASS E\nL E E \"\nWITH SAFETY FILM (FACTORY APPLIED) D E U D U L 2 5 \" D U L 4' - 8\nH E E\nC H H\nS C C\nO\nR\nR\nS\nR\nS\nO O O\nD O O\nDOOR 3' - 6 \"\nE\nE S\n\"\nU N\nO\nE E S\nD\n4 2 \" E E S\nD\n4 2 \"\n6\n\"\n2 -\n3'\n- 2'\nFINISH FLOOR ELEVATION = 0'-0\" TYPE A: TYPE B: TYPE C: TYPE D:\nFLUSH PANEL VISION-LITE 100 SQ IN. MAX HALF-LITE 1,296 SQ IN. MAX OVERHEAD COILING\nSINGLE & DOUBLE LEAF SINGLE & DOUBLE LEAF SINGLE & DOUBLE LEAF DOOR\nFACE MOUNTED FRAME\n2\" SEE DOOR 2\" 2\" SEE DOOR 2\"\nSCHEDULE SCHEDULE\n2\" SEE DOOR 2\" 2\" SEE DOOR 2\" 2 \" 4 \" 2\" 16\" 2\" SEE DOOR 2\" 2\" 16\" 2\" SEE DOOR 2\" Date:\nSCHEDULE SCHEDULE 6 \" 4 \" SCHEDULE SCHEDULE\n1 1\n2 \" 4 \" 2 \" 2 \" 2 \" 4 \" Drawn By:\nChecked By:\nE E E E E R. E R.\nL L L L L A L A\nU U U U U V U V\nD D D D D D\nE E E E E E Project Number:\nH H H H H H\nC C C C C C\nS S S S S S\nR R R R R R\nO O O O O 2 \" O 2 \" Sheet Name:\nO O O O O O\nD D D D D D\nE E E E E E\nE E E E E E FRAME \" \"\nS S S S S 2 S 2\n3 3\n\" \"\n4 4\nSheet Number:\nFINISH FLOOR ELEVATION = 0'-0\" TYPE 1: TYPE 2: TYPE 3: TYPE 4: TYPE 5: TYPE 6:\nHM FRAME HM FRAME HM FRAME HM FRAME HM FRAME HM FRAME\nW/ W/ W/ SIDELIGHT W/ SIDELIGHT\nTRANSOM TRANSOM\nMP\n33:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nDOOR SCHEDULE &\nDETAILS\nA2-2\nSTNEMUCOD\nNOITCURTSNOC\nDOOR SCHEDULE\nDOOR LEAF DOOR FRAME\nDOOR DOOR DOOR FRAME FRAME\nNO FROM ROOM TO ROOM WIDTH HT ELEV MATERIAL FINISH GLAZING ELEV FRAME MATERIAL FINISH HEAD JAMB RATING COMMENTS\n101 CORR. 3'-0\" 7'-0\" B HM P-_ G-01 3, ETR HM P-_ 3/A2-2 4/A2-2 --- SEE SPEC SECTION 01 2300, ALTERNATE NO. 1\n104A RECEPT. CORR. 3'-0\" 7'-0\" B HM P-_ G-01 2 HM P-_ 1/A2-2 2/A2-2 ---\n104C 7'-4\" 8..'.-48'- 18/\"2..\". D ROLLING STL. PER MFR. --- --- STL. FACE MOUNT PER MFR. 11/A2-2 12/A2-2 ---\n112A CORR. MP ROOM 3'-0\" 7'-0\" B HM P-_ G-01 2 HM P-_ 1/A2-2 2/A2-2 ---\n112B MP ROOM CORR. 3'-0\" 7'-0\" B HM P-_ G-01 2 HM P-_ 1/A2-2 2/A2-2 --- 113 STORAGE MP ROOM 6'-4\" 7'-0\" A HM P-_ --- 2 HM P-_ 1/A2-2 2/A2-2 ---\n119A CORR. MP ROOM 3'-0\" 7'-0\" B HM P-_ G-01 2 HM P-_ 1/A2-2 2/A2-2 ---\n119B MP ROOM 3'-0\" 7'-0\" B HM P-_ G-01 3, ETR HM P-_ 3/A2-2 4/A2-2 --- SEE SPEC SECTION 01 2300, ALTERNATE NO. 1\n120 STORAGE MP ROOM 6'-4\" 7'-0\" A HM P-_ --- 2 HM P-_ 1/A2-2 2/A2-2 ---\n125A CORR. VEST. 6'-0\" 7'-0\" B HM P-_ G-01 3, ETR HM P-_ 1/A2-2 2/A2-2 --- SEE SPEC SECTION 01 2300, ALTERNATE NO. 1\n125B VEST. 6'-0\" 7'-0\" B HM P-_ G-01 3, ETR HM P-_ 3/A2-2 4/A2-2 --- SEE SPEC SECTION 01 2300, ALTERNATE NO. 1\n128 EQUIP. GYMNASIUM 6'-0\" 7'-0\" A HM P-_ --- 2 HM P-_ 1/A2-2 2/A2-2 ---\n129 STORAGE GYMNASIUM 6'-0\" 7'-0\" A HM P-_ --- 2 HM P-_ 1/A2-2 2/A2-2 ---\nREVISIONS\n# DATE DESCRIPTION\nLEGEND - DOOR ELEVATIONS\n3/8\" = 1'-0\"",
  "SAFETY GLASS REQUIREMENTS\nNOTE:NOT ALL CONDITIONS SHOWN BELOW ARE APPLICABLE TO THE SCOPE OF WORK.\nWINDOW HEAD WINDOW JAMB WINDOW SILL @ CMU TO MATCH EXISTING\nGLASS SCHEDULE\nPRIOR TO\nINSTALLATION OF\nEXTERIOR 4\" 1/8\" GLASS PRODUCT SCHEDULE FOR WALLS AND DOORS\nRUBBERIZED\nSECOND LAYER OF\nASPHALT FLASHING - WATER-RESISTIVE MATERIAL 1/4\" NP -NOT PERMITTED SEAL INTERSECTIONS\nWITH LIQUID BARRIER A -ACCEPTABLE\nLAP OVER JAMB MEMBRANE (TYP) WINDOW SYSTEM\nFLASHING L F A LA P S O H V IN E G R JAMB S A M E D E L H M F E B - R R I A N N G E 2 \"\nT X\nR E I O R\nT A\nR E I L A S B E A A C L K A E N R T R & O\n4\nD\n\" 1\n7/ 8 \" 4 1/4\" 3/8\" AS SPEC 6 I \" F I E S D LOPED 5/8\" NR -NOT RECOMMENDED\nE M\n\"\n8\n5/ 7 /8 NOTE: THE MAXIMUM AREA OF ANY SINGLE\nMETAL OPENING 8 \" \" SAFETY GLAZING (SG) IS REQUIRED FOR PANE OF WIRE GLASS IS 1,296 SQ IN.\nFLASHING AS\nSECOND LAYER OF METAL 7/ METAL OPENING\nWATER-RESISTIVE OPENING 4 FLASHING AS SPECIFIED\nSPECIFIED\nWET AREAS CLOSE PROXIMITY TO DOORS\n\" BARRIER FLASHING\nINSERT VERTICAL 3 AS 3 \" CUT SILL CMU TO MATCH\nTAB INTO SLOT LINE OF SHEATHING & SELF- SPECIFIED EXISTING FOR DRAINAGE\nCREATED BY FOLD WATER-RESISTIVE ADHERING\nIN JAMB FLASHING PRIOR TO BARRIER MEMBRANE LINE OF SHEATHING & SG SG\nINSTALLATION OF WATER-RESISTIVE\nLINE OF SHEATHING &\nRUBBERIZED ASPHALT BARRIER\nFLASHING -SEAL\n3\" 2\" W\nBA\nA\nR\nT\nR\nE\nI\nR\nE\n-\nR\nRESISTIVE\n1\" RIGID INSULATION, SG SG\nSG\nINTERSECTIONS WITH 5\" 2\" AIR SPACE, & CMU SG\nLIQUID MEMBRANE STANDING SURFACE SG\n(TYP) SG\nANY GLASS AROUND SAFETY GLASS IS TO BE SG\nWINDOW FLASHING GENERAL NOTES THESE AREAS AT 60\" USED FOR ALL DOORS SG SG\nLAP OVER SILL OR LESS ABOVE THE AT HOT TUBS,\nSG\nFLASHING 1. PROVIDE 2\" LAP DAMS AT ALL OPENINGS AND STANDING SURFACE IS WHIRLPOOLS, SAUNAS,\nSG\nTERMINATIONS. LAPS BETWEEN PIECES OF TO BE SAFETY GLASS STEAM ROOMS, BATH\nSG\nMETAL FLASHING SHOULD BE FULLY BEDDED IN TUBS OR SHOWERS\nSG\nSEALANT. REMOVE TO HEM FROM TOP PIECE OF\nFLASHING @ LAPS\nGLAZED OPENINGS IN PARTITIONS\nINTERIOR EXTERIOR INTERIOR EXTERIOR\nSAFETY BARS SAFETY BAR FLOOR WALKING FLOOR\nSURFACE\nGRADE\nSAFETY GLASS IS REQUIRED WHEN ALL OF SAFETY GLASS IS REQUIRED AT INTERIOR\nTHE FOLLOWING CONDITIONS ARE PRESENT: LITE WHEN BOTTOM OF GLAZING < 18\"\n• TOP OF GLAZING > 36\" AFF AFF\n• AREA OF SINGLE PANE > 9 SF\n• BOTTOM OF GLAZING < 18\" AFF EXCEPTION:\n• WALKING SURFACE IS LOCATED INTERIOR LITE DOES NOT NEED\nWITHIN 36\" TO BE OF ONE OR BOTH SIDES\nEXCEPTION:\nSAFETY GLASS IS REQUIRED FOR EXTERIOR\nGLASS DOES NOT NEED TO BE SAFETY GLASS\nLITE EXCEPT WHEN THE BOTTOM OF THE\nWHEN 1 1/2\" SAFETY BAR IS INSTALLED WHERE GLAZING IS > 25FT ABOVE GRADE\nWALKING SURFACE IS WITHIN 36\" OF GLASS\nINSULATION ADHESIVE\nWALL TYPE WALL TYPE\n1\" RIGID INSULATION\nPER PLAN PER PLAN\n1/2\"\nCMU TO MATCH EXISTING\nCMU BOND BEAM HEADER, 10\" H MORTAR NET\nCMU BOND PREFINISHED LOUVER SIZE PER STRUCTURAL\nBEAM\nSELF-ADHERING FLASHING\n1/2\" 4 7/8\" 1/2\" WINDOW SILL FLASHING\nLOUVER\n24 GA. STAINLESS STEEL FLASHING\nSEALANT EA. CMU MOUNTING ANGLE\nHEMMED DRIP EDGE OF SILL SET INTO A FULL CONTINUOUS BED\nSIDE\nFLASHING, BEND FLASHING OF SEALANT. FABRICATE WITH MIN.\nW SEALANT, BACKER ROD, &\nO E SEALANT EA. SIDE PAN UP BEHIND LOUVER & SHIM, EACH SIDE 2\" TALL BACK DAM & 2\" TALL END D U L MOUNTING ANGLE DAM\nN D\nWI E H.M. FRAME H.M. FRAME\nR C H 2 \" ANCHOR AS PT 2x WD SILL METAL WALL PANELS ON JOINT WEEPS @ 24\" OC E S GROUT SOLID VAPOR BARRIER ON 5/8\"\nP \" REQ'D PLYWOOD SHEATHING ON 3 STOREFRONT SYSTEM\n8\nAPPLIED STOP AT 5/ 5/8\" METAL STUDS\nAPPLIED STOP AT STL. LINTEL PER, SEE\n5/ 8 \" GLAZING GLAZING RIGID INSULATION ON O\nFL\nU\nA\nT\nS\nL\nH\nIN\nIN\nE\nG\nO\nB\nF\nE\nT\nY\nU\nO\nR\nN\nN\nD\nED DOWN STRUCTURAL\nLAMINATED\nSHEATHING ON GABLE\nTEMPERED GLASS LAMINATED END TRUSS 5 5/8\" WINDOW OPENING FLASHING\n1 9/16\" VARIES 1 15/16\" 1 9/16\" VARIES 1 15/16\" TEMPERED GLASS AS SPECIFIED PROVIDE 3\" DOG\nLEG TO INSERT INTO JAMB\nFLASHING\nSEALANT, BACKER\nROD, & SHIM, EACH BULLNOSE BLOCK @\nSIDE INTERIOR\nSTOREFRONT SYSTEM CMU WALL, LATERAL\nCOURSING NOT SHOWN\nFOR CLARITY\nFLEXIBLE FLASHING\nMEMBRANE TO WRAP OVER\nWINDOW JAMB FLASHING\nINSULATION ADHESIVE\n1\" RIGID INSULATION\nWINDOW OPENING JAMB\n2\" AIR SPACE W/ CMU TIES\nFLASHING INSERT VERTICAL LEG\nFROM SILL OR HEAD FLASHING\nINTO RECESSES 5/ 8 \" CMU RETURN @ JAMB, SEE\n5 ELEVATIONS FOR TYPE\nWINDOW FLASHING (BELOW)\nSEALANT AND BACKER ROD\n5 5/8\"\nOUTLINE OF TURNED UP\nFLASHING BEYOND\nSTOREFRONT SYSTEM SEALANT, BACKER\nROD, & SHIM, EA SIDE\nWALL BEYOND\nWINDOW SILL FLASHING\nSS SUB SILL TURN\nENDS UP 1\" MIN. AND\nHEMMED DRIP EDGE OF SILL\nSEAL\nFLASHING, BEND FLASHING\nPAN UP BEHIND WINDOW\nSYSTEM\n2\"\nCMU BOND BEAM @\nSILL, SIZE PER 1\" RIGID INSULATION\nSTRUCTURAL INSULATION ADHESIVE\n2\" AIR SPACE W/ CMU TIES @ 24\" OC\nCMU TO MATCH EXISTING\nDELAENNA\nDERIW\nDEREPMET DETANIMAL DETAR-ERIF\nSAFETY NOTREQUIRED NP A NP NP A FIRE-RATED SAFETY REQUIRED NP NP NP NP A\nSAFETY NOTREQUIRED A A A A NR\nNON-FIRE-RATED\nSAFETY REQUIRED NP NP A A NR\n0\"\n6\n0\n6\n\" 24\"\n24\"\n\"06\n36\"* 36\"*\n\"2 ± \"63\n*\"81\n*\"63 \"2 ± \"63\n*\"81\n*.TF\n52\nALUMINUM WINDOW FLASHING\nB\n3\" = 1'-0\"\nC\nCIFI\nE\nP\n3\" RI E S W O I N T D H I T S I O N S V A C 3\"\nSOLDER\n6\"\n0.06”\nANODIZED\nALUMINUM\nRUBBERIZED\nASPHALT\nFLASHING\nVARIES WITH\nCONDITIONS\n2\"\n5 5/8\"\nSTOREFRONT SYSTEM\nF.O. FRAME OUTLINE OF TURNED UP\nFLASHING BEYOND\nWINDOW OPENING FLASHING\nWALL BEYOND\nPROVIDE 3\" DOG LEG TO\nINSERT INTO JAMB FLASHING\nCONT. SEALANT\nSHIM, SEALANT, AND\nBACKER ROD FINISHED FLOOR,\nPER SCHEDULE SS SUB SILL TURN ENDS\n0'-0\" UP 1\" MIN. AND SEAL\nPREMOLDED EXPANSION\nJOINT FILLER\nCONC. SIDEWALK, SLOPED\nFOR DRAINAGE\nFLUID-APPLIED\nCONC. SLAB DAMPPROOFING @ ALL & STEM WALL EXTERIOR BELOW-GRADE\nCONCRETE FACES\nINTERIOR WINDOW HEAD - MASONRY INTERIOR WINDOW JAMB - MASONRY GABLE LOUVER SILL (HEAD SIM) WINDOW HEAD - CMU\n1 2 3 10\n3\" = 1'-0\" 3\" = 1'-0\" 3\" = 1'-0\" 3\" = 1'-0\"\nWINDOW JAMB - CMU\n11\n3\" = 1'-0\"\nDate:\nDrawn By:\n10\nA2-3\n7'-4\"\n1\nChecked By:\n12'-0\"\n3'-8\" 3'-8\"\nA2-3\n6'-0\" EQ EQ\nProject Number:\n3\" /\n12\"\n\"\n6\n2 -\n8 \" W1 11 4 \" R1\n1'\nSheet Name:\n4' - 3' - A2-3\n\" L1\nA2-3 TG 3/ 4 3\nITG ITG - 6 A2-3\n3'\n1\n\" - 8 \" 3' - 4 LOUVER COLOR TO MATCH RED SHEET METAL\n2'\n1 - LEVEL 1 1 - LEVEL 1 1 - LEVEL 1\nSheet Number:\n0\" 0\" 0\"\nWINDOW SILL - CMU\n12\n3\" = 1'-0\"\nMP\n63:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nWINDOW SCHEDULE &\nDETAILS\nA2-3\nSTNEMUCOD\nNOITCURTSNOC\nEND DAM FLASHING LEGEND - SAFETY GLAZING\n13\n3\" = 1'-0\" 1/4\" = 1'-0\"\nWINDOW SILL - AT GRADE, CONC.\n4\n3\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nW1 - STOREFRONT SYSTEM R1 - HM INTERIOR RELITE L1 - GABLE LOUVER\nW1 R1 L1\n1/4\" = 1'-0\" 1/4\" = 1'-0\" 1/4\" = 1'-0\"",
  "2\nA3-1\n6 E5 E4 E3 2\nSTANDING SEAM ROOFING SYSTEM\n2\nOVER ROOFING MEMBRANE, 3/4\"\nA3-2\nPLYWOOD DECK, VINYL FACED BATT\nINSULATION & PRE-ENGINEERED STEEL\nROOF TRUSSES\n2 - LOW ROOF\n10'-10 3/8\"\nVENTED METAL SOFFIT PANELS\n2\nA3-2\nMP ROOM\nSTOREFRONT SYSTEM 119\n760 SF\nCMU TO MATCH EXISTING OVER 2\"\nAIR SPACE, 1\" RIGID INSULATION, &\n8\" STRUCTURAL CMU\n1 - LEVEL 1\n0\"\n4\" CONCRETE SLAB OVER 10 MIL.\nVAPOR RETARDER & 4\" #57 STONE\nSUB BASE\n2\nA3-1\nC3 C2 EA C1 EB EC ED EF EG H\n3 - GYM ROOF\n25'-0\"\n1 1 STANDING SEAM ROOFING SYSTEM\nA3-3 A3-2 OVER ROOFING MEMBRANE, 3/4\"\n1 PLYWOOD DECK, VINYL FACED BATT\nTPO ROOFING MEMBRANE INSULATION & PRE-ENGINEERED STEEL\nA3-1\nOVER 2\" RIGID INSULATION, ROOF TRUSSES\n3/4\" PLYWOOD, & 3\" METAL 6\nROOF DECK A1-3\n14'-2\" METAL WALL PANELS OVER 30#\nA2K0 FELT ON 3/4\" PLYWOOD ON METAL\nSTUDS AT 16\" OC\n2'-0\"\n2 - LOW ROOF\n10'-10 3/8\"\nTAPERED STL. BEAM, PAINT P-_\nA2K0 E8F0\nCMU TO MATCH EXISTING OVER 2\"\nAIR SPACE, 1\" RIGID INSULATION, &\nSTL. COLUMN, PAINT SW 7558 MEDICI IVORY E8F0\n8\" STRUCTURAL CMU\nR1 R1\nMTG ROOM MP ROOM CORR. JAN. TLT F MP ROOM\nNEW CONCRETE BENCH W/\nSKATEBOARD STOPS @ 36\" 106 112A 112 101 118 121 119 4\" CONCRETE SLAB OVER 10 MIL.\nOC MAX VAPOR RETARDER & 4\" #57 STONE\nSUB BASE\n1 - LEVEL 1\n0\"\n1\nA3-1\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n83:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ/SP\nCG\n2016-08\nBUILDING SECTIONS\nA3-1\nSTNEMUCOD\nNOITCURTSNOC\nE/W SECTION 1\n1\n3/16\" = 1'-0\"\nN/S SECTION 1\n2\n3/16\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION",
  "5\nH A1-9\nRIDGE AT\nMETAL ROOF\nSTANDING SEAM METAL\nROOF TO MATCH\nEXISTING ON 30# FELT\nON 5/8\" PLYWOOD\nDECK\n6\" METAL STUD\nOUTRIGGER\nAT 2'-0\" OC\nMETAL FRAMING\n4\nA1-9\n2\n6\nTOP AND BOTTOM\nCHORDS OF METAL\nTRUSS\nS TOP AND BOTTOM\nE CHORDS AT NEW\nNON VENTED RI\nMETAL SOFFIT A METAL TRUSS TO BE\n2'-0\" ON HAT CHANNELS V STANDING SEAM ROOF TO MATCH 6\"\nEXISTING ON 30# BUILDING FELT\nON 5/8\" PLYWOOD ON METAL\nMETAL WALL PANELS TRUSSES AT 2'-0\" OC\nON VAPOR BARRIER\nON 5/8\" PLYWOOD\nS\nM\nH\nE\nE\nT\nA\nA\nT\nL\nH\nS\nI\nT\nN\nU\nG\nD\nO\nS\nN 3 5/8\"\nSECURE METAL FRAMING TO\nAIR\nFLOW AS\nREQUIRED\nTRUSS EXTENSION AS SHOWN\nRIGID INSULATION\nON SHEATHING ON\nGABLE END TRUSS\nTRUSS\n10'-11\"\nBEARING\nTRUSS\n10'-11\"\nBEARING\nDROPPED GABLE\nEND METAL SECURE GYP BOARD\nTRUSS TO TRUSS TO KEEP BATT INSULATION\n6\nINSULATION OUT OF SUPPORTED ON\nEXPANSION BOLT A1-9 AIR FLOW TYVEK\nAT (2) PT 2x AT G\nBOND BEAM N METAL TRUSS AT 2'-0\" OC\nTI SECURE TO PT 2x WITH LAY -IN ACOUSTICAL TILE\nS\nPT 2x AS REQ'D IX CLIP ANGLE.\nFOR SECURING E\nH\nMETAL TRACK C DOUBLE 2x PT PLATE\nT\nA\nFILL FINAL COURSE M\nLAY -IN ACOUSTICAL TILE SOLID 9'-4\" 9'-4\" EXPANSION BOLT AT\nB.O. MWP (2) PT 2x AT BOND\nBEAM\nSEE SEE\nRCP MATCH EXISTING RCP\nVENTED ALUMINUM SOFFIT\nBOND BEAM AT WINDOW\nBOND BEAM AT WINDOW HEAD\nHEAD\n10 10\nA2-3 A2-3\n7'-4\"\n7'-4\"\nINSULATED GLAZING\nAT ALUMINUM STOREFRONT\nSEE EXTERIOR ELEVATIONS\nINSULATED GLAZING AT\nALUMINUM STOREFRONT\nSEE EXTERIOR ELEVATIONS\n8\" CMU BEYOND AT\nWINDOW JAMB FLUTED CMU BEYOND AT WINDOW\nJAMB\n8\" CMU BEYOND AT\nFLUTED CMU BEYOND AT WINDOW JAMB\nWINDOW JAMB\nMETAL GUTTER BEYOND\nGUTTER STRAP MATCH\nEXISTING LOCATIONS\n2'-8\n2'-8\"\n\"\n12 GROUT SILL COURSE SOLID\nGROUT SILL COURSE SOLID 12\nA2-3\nA2-3\nREINFORCING AT 16\" OC VERTICAL REINFORCING AT 16\" OC\nAND 24\" OC HORIZONTAL (SEE VERTICAL AND 24\" OC\nSPECIFICATIONS) HORIZONTAL (SEE\nSPECIFICATIONS)\n8\" CMU IN RUNNING BOND\n4\" FLUTED CMU IN\nRIGID INSULATION. SEE STACKED BOND\nSPECS\nRIGID INSULATION. SEE\nSPECS\nMORTAR MESH\nMORTAR MESH 2\nA3-4\nFLUTED 4\" CMU IN STACKED BOND FLUTED 4\" CMU IN\nSTACKED BOND\nFLASHING TERMINATION BAR\nFLASHING TERMINATION BAR\nFLASH AND WEEP AT 24\"\n4\" REINFORCED CONCRETE FLASH AND WEEP AT 24\" OC\n2 OC\nON 10 MIL VAPOR BARRIER\nA3-4\nON 4\" #57 STONE SUB-BASE METAL FLASHING AT WEEP 4\" REINFORCED CONCRETE\nMETAL FLASHING AT WEEP\nON 10 MIL VAPOR BARRIER\nNEW GRADE SEE AS-1 ON 4\" #57 STONE SUB-BASE Date:\nNEW GRADE\n0'-0\"\n0'-0\" SEE AS-1\nDrawn By:\nChecked By:\nGROUT CELLS SOLID BELOW GRADE\nGROUT CELLS SOLID\nProject Number:\nBELOW GRADE\nSheet Name:\nCONCRETE FOUNDATION SEE STRUCTURAL\nCONCRETE FOUNDATION\nSEE STRUCTURAL\nSheet Number:\nMP\n04:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nSP\nCG\n2016-08\nWALL SECTIONS\nA3-2\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nWALL SECTION - TWO WALL SECTION - ONE\n1 2\n1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\"",
  "STANDING SEAM\nROOF TO MATCH\nEXISTING ON 30#\nBUILDING FELT ON\n5/8\" PLYWOOD\nSHEATHING ON\nMETAL TRUSSES\nAT 2'-0\" OC\nNEW METAL VALLEY\nTRUSSES TO BEAR\nDIRECTLY ON EXISTING\nBAR JOISTS DASHED LINE:\nREMOVE EXISTING STANDING\nSEAM ROOF TO LIMITS OF NEW\nROOF. PREP TO RECEIVE NEW\n2\nVALLEY TRUSSES.\n6\nDASHED LINE:\nCUT AND REMOVE EXISTING\nSECURE NEW TOP AND BOTTOM\nROOF AND STRUCTURE.\nTRUSS TO EXISTING CHORDS AT NEW\nBAR JOIST WITH METAL TRUSS TO\nSTANDING SEAM ROOF TO MATCH\nCLIP ANGLES. BE 6\"\nBATT INSULATION SUPPORTED EXISTING ON 30# BUILDING FELT ON\nBY TYVEK OR SIMILAR 5/8\" PLYWOOD ON METAL TRUSSES\nAT 2'-0\" OC\nSECURE METAL FRAMING\nAIR\nFLOW AS\nREQUIRED\nTO TRUSS EXTENSION AS\nSHOWN\n6\nA1-9\nTRUSS\n10'-11\"\nBEARING\nTRUSS\n10'-11\"\n10'-8\" BEARING\n10'-8\"\nTOP OF\nTOP OF SECURE GYP BOARD\nBOND BEAM\nBOND BEAM TO TRUSS TO KEEP BATT INSULATION\nEXISTING JOIST INSULATION OUT OF SUPPORTED ON\nSEAT TO REMAIN AIR FLOW TYVEK\nNEW DOUBLE C- EXISTING EXTENDED\nMETAL TRUSS AT 2'-0\"\nCHANNELS PER JOIST TAILS TO\nLAY -IN ACOUSTICAL OC SECURE TO PT 2x LAY -IN\nSTRUCTURAL REMAIN\nTILE WITH CLIP ANGLE. ACOUSTICAL TILE\nGYP SUM BOARD DOUBLE 2x PT PLATE\nAT CEILING ON 7/8\"\nHAT CHANNELS AT\n9'-4\"\n2'-0\" OC AND 1 5/8\" EXPANSION BOLT\nC-STUDS AT 2'-0\" OC AT (2) PT 2x AT\nBOND BEAM\n9'-0\" VENTED ALUMINUM SOFFIT CMU REINFORCING AT 16\" SEE\nVERTICAL AND 24\" RCP\nHORIZONTAL\nCMU BEYOND AT MATCH EXISTING\n8'-8\"\nALCOVE FOR\nBOND BEAM AT\nMILLWORK\nDOOR HEAD\nUPPER CABINET\n3 SEE DETAILS SHEET\nDASHED LINE A6-1 A5-3\nEXISTING CONSTRUCTION\nTO BE REMOVED. BRACE\nAS REQUIRED TO INSTALL\nNEW STEEL BEAM\n3\nA2-2\n7'-4\"\n1\"\nLOWER WARDROBE\nSEE DETAILS SHEET\nA5-3\nHOLLOW METAL DOOR FRAME\nFLUTED CMU BEYOND 8\" CMU BEYOND AT DOOR JAMB\nAT DOOR JAMB\nTOILET PARTITION\nDOOR IN SECTION\nTOILET PARTITION\nDOOR BEYOND\nTILE EXPANSION JOINT METAL\nCOVER THRESHOLD SET IN\nFULL BED OF\nWATER CLOSET\nSEALANT\nBEYOND\nTURN DOWN NEW SLAB TO\n1/2\" EXPANSION\nEXISTING FOUNDATION\nMATERIAL\nRUBBER BASE\nNEW SLAB ON GRADE\n3\nSEE SPECS.\nA3-4\n5 4\" REINFORCED\nFLOOR FINISH -SEE A2-2 CONCRETE ON 10 MIL\nFINISH SCHEDULE VAPOR BARRIER ON 4\" Date:\n\" #57 STONE SUB-BASE\n4\nSLOPE TO DRAIN 1/\n0'-0\" 0'-0\" 0'-0\" Drawn By:\nChecked By:\nProject Number:\nEXISTING TO REMAIN AT DOOR -TURN SLAB EDGE Sheet Name:\nDOWN TO FOUNDATION\nCONCRETE\nFOUNDATION SEE\nSTRUCTURAL Sheet Number:\nMP\n14:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nSP\nCG\n2016-08\nWALL SECTIONS\nA3-3\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nWALL SECTION - THREE\n1\n1 1/2\" = 1'-0\" WALL SECTION - FOUR\n2\n1 1/2\" = 1'-0\"",
  "2 TOP AND BOTTOM\n6 CHORDS AT NEW\nMETAL TRUSS TO\nBE 6\"\nAS\nREQUIRED\nSTANDING SEAM ROOF TO MATCH\nEXISTING ON 30# BUILDING FELT\nON 5/8\" PLYWOOD ON METAL\nTRUSSES AT 2'-0\" OC\nAIR\nFLOW\nSECURE METAL FRAMING\nTO TRUSS EXTENSION AS TRUSS\nSHOWN BEARING\n10'-11\"\nSECURE GYP BOARD BATT INSULATION\nTO TRUSS TO KEEP SUPPORTED\nAREA CLEAR FOR AIR ON TYVEK\nFLOW\nMETAL TRUSS AT 2'-0\"\nOC SECURE TO PT 2x\nWITH CLIP ANGLE.\nDOUBLE 2x PT PLATE LAY -IN ACOUSTICAL\nTILE\n9'-4\"\nEXPANSION BOLT AT\n(2) PT 2x AT BOND\nBEAM\nSEE\nVENTED ALUMINUM\nRCP\nSOFFIT\nSECURE PER MANU\nSPECIFICATIONS\nDASHED EXPANSION JOINT\nLINE: 1\" BETWEEN EXISTING AND NEW COVER. SECURE\nNEW FLOOR ON ONE SIDE ONLY\nFINISH -SEE\nFINISH SCH.\nMETAL GUTTER\nBEYOND\nEXISTING TO REMAIN NEW SLAB ON GRADE\nSEE SPECS.\n8\" CMU IN\nTURN DOWN NEW SLAB TO RUNNING\nEXISTING FOUNDATION BOND\nGUTTER STRAP\nMATCH EXISTING\nLOCATIONS\nREINFORCING AT 16\" OC\nVERTICAL AND 24\" OC\nHORIZONTAL (SEE\nSPECIFICATIONS)\n4\" FLUTED CMU IN\nSTACKED BOND\nRIGID INSULATION.\nSEE SPECS\nMORTAR MESH\nFLASHING\nWATER-RESISTIVE BARRIER, LAP\nTERMINATION BAR\nBARRIER OVER THROUGH-WALL SILL\nFLASHING\nFLASH AND WEEP AT\n1\" RIGID INSULATION 24\" OC\n4\" REINFORCED CONCRETE\n8\" STRUCTURAL CMU METAL FLASHING ON 10 MIL VAPOR BARRIER\nCMU TO MATCH EXISTING AT WEEP ON 4\" #57 STONE SUB-BASE\nNEW GRADE CONCRETE SPLASH\nAIR SPACE THICKNESS FLOORING & BASE PER 0'-0\" SEE AS-1 BLOCK\nPER WALL SECTIONS\nFINISH SCHEDULE\nCMU TIES @ 16\" OC VERTICAL\nCONT. SEALANT @ GYP\nBOARD BASE\n10\"H MORTAR NET\nSTAINLESS STL. THROUGH-WALL\nSILL FLASHING, EXTEND BASE\nLEG THROUGH CMU TO MATCH GROUT CELLS SOLID\nEXISTING WYTHE CONCRETE SLAB BELOW GRADE\nFLUID-APPLIED DAMPPROOFING 10 MIL VAPOR\n@ ALL EXTERIOR BELOW-GRADE RETARDER\nCONCRETE FACES CONCRETE FOUNDATION\nSEE STRUCTURAL\nDate:\nFULLY GROUT CAVITY BELOW COMPACTED FILL\nGRADE\nJOINT WEEPS @ 24\" OC Drawn By:\nFINISH GRADE\nFULLY GROUTED UTILITY Checked By:\nBLOCK CMU BELOW GRADE\nProject Number:\nSheet Name:\nSheet Number:\nMP\n34:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nSP\nCG\n2016-08\nWALL SECTIONS\nA3-4\nSTNEMUCOD\nNOITCURTSNOC\nREVISIONS\n# DATE DESCRIPTION\nEXPANSION JOINT COVER\n3\n3\" = 1'-0\"\nFLASHING AT GRADE WALL SECTION - FIVE\n2 1\n3\" = 1'-0\" 1 1/2\" = 1'-0\"",
  "CMU WALL\nRIGID 2\" 2\" 2\" 2\" TWO-HOUR WALL\nFIRESTOP UL 905\nBLOCKING\nELECT.\nCONDUITS\n1 1/2\"1 1/2\" ELECTRICAL\nSTAINLESS STEEL MASONRY GROUT CELLS CMU WALL RECEPTACLE, TYP. 2'-0\" MIN\nGRAB BAR & FASTENERS SOLID TOP, BOTTOM RATING PER\nMOUNTING SEMI RECESSED FIRE\nAND SIDES OF PLAN SEALANT FULL\nSTANDARDS EXTINGUISHER CABINET\nOPENING PERIMETER OF\nF E CMU PER PLAN ELECT. CONDUITS, CABINET\nF\nO 2\" SIDE CLEARANCE\nT\n\"\n3\n3\nTAMPER-PROOF SCREWS FIRE STOP SEALANT\nAROUND EACH SIDE OF\nPLUMBING PIPE OR\nNOTES:\nSLEEVED CONDUITS\nLARGER THAN 1 1/2\"\nRIGID FIRESTOP 1. OFFSET BACK-TO-BACK ELECTRICAL RECEPTACLES @ 24\" MINIMUM @ RATED WALLS ONLY.\n8\" CMU\nBLOCKING 2. 16 SQ. INCHES OF UNPROTECTED OPENINGS ARE ALLOWED IN EACH 100 SQ. FT OF WALL. WHERE\nGREATER THAN 16 SQ. INCHES OF OPENINGS (INCLUDING JUNCTION BOXES) /100 SQ. FT OF WALL\nNOTE: SURFACE IS REQUIRED, PROVIDE FIRE STOPPING OF OPENINGS (JUNCTION BOX, BACK BOX ETC.).\nSEAL ALL OPENINGS, JOINTS,\nAND DUCTS WITH FIRE STOP\nSEALANT.\nMULTIPLE PENETRATIONS @ FIRE-RATED SEMI-RECESSED FIRE EXTINGUISHER\nGRAB BAR DETAIL PARTITION CABINET IN NON-FIRE-RATED WALL NOT USED OUTLET PENETRATIONS REQUIREMENTS\n1 2 3 4 5\nSCALE :3\" = 1'0\" SCALE :1 1/2\" = 1'0\" UL W-J-8051 SCALE :1 1/2\" = 1'-0\" SCALE :1-1/2\" = 1'-0\" SCALE :1 1/2\" = 1'0\"\n2.5\nCMU WALL\nRATING PER\n6 SINGLE PLUMBING STEEL PIPE SLEEVE PLAN\n3/4\" CHAMFER AROUND TOP PIPE\nDUCT INSULATION\nPERIMETER OF CONCRETE\nBENCH\nE4\nCMU TIES 24\" OC\nDOWNSPOUT FIRE STOP SEALANT\nVERTICAL. SET TIE IN FIRE & SMOKE\nMOUNTED TO FACE AROUND EACH SIDE OF\nFULL BED OF SEALANT CONT. SEALANT & DAMPER -SEE\nOF COLUMN, PAINT PLUMBING PIPE\nBACKER ROD MECHANICAL FOR\nBLACK TO MATCH\nLOCATIONS &\nCONTINUOUS TERM BAR CMU EXISTING GUTTERS INSTALLATION\nSEALED OVER WITH STL. COLUMN, TOOTH DETAILS\nWATER-RESISTIVE CMU AROUND EXISTING 1'-2 3/4\" CMU WALL\nBARRIER OR COMPATIBLE CONTINUOUS TERM BAR COLUMN SKATEBOARD STOPS RATING PER\nSEALANT SEALED OVER WITH @ 36\" MAX, BASIS-OF- ELECT. CONDUIT. PLAN\nWATER-RESISTIVE PROVIDE STEEL SLEEVE\nDESIGN: BARRETT\nMETAL CLOSURE STRIP BARRIER W/ COMPATIBLE C1 5 \" ROBINSON FIXED FOR CONDUITS LARGER\nFASTENED ON BOTH\nSEALANT, BOTH SIDES THAN 1 1/2\"\nANGLE SKATE\nENDS W/ BREAK FORMED\nOF RATED WALL\nTO ALLOW MOVEMENT, EC DETERRENTS -FA135,\nCLEAR ANODIZE CONTINUOUS METAL\nFILL W/ SEALANT &\n10 MIL. POLY SHEET FINISH ANGLES ON ALL SIDES OF\nBACKER ROD\nSECURED TO RIDGE DUCT PENETRATION.\nTRIM AND 12\" BLOCK STL. COLUMN, NOTE:NOT REQUIRED DUCT INSULATION\nEG 8 S \" E R E E S IN T F R O U R C C TU ED R A C L M F U O R CONC. PAINT SW NOTE: W PE H N E E R T E R S AT M E O S K M E O D K A E M PERS\nSIZE AND LOCATION SPLASHBLOCK 7558 MEDICI SEAL ALL OPENINGS, PARTITIONS\nIVORY\nOF REINFORCING JOINTS, AND DUCTS\nNEW CONCRETE\n8\" REINFORCED CMU WITH FIRE STOP\nBENCH NOTE:\nSEE STRUCTURAL FOR SEALANT.\nSEAL ALL OPENINGS, JOINTS,\nSIZE AND LOCATION\nAND DUCTS WITH FIRE STOP\nOF REINFORCING\nSEALANT.\nCONDUIT OR PIPE PENETRATION @ HVAC DUCT PENETRATION OF FIRE-RATED\nFIRE-RATED PARTITION WALL\n9 10\nSCALE :NOT TO SCALE SCALE :NOT TO SCALE\nWALL TYPE (SEE A4-1) WALL TYPE MODIFIER FIRE RATING WALL HATCH PATTERN LEGEND\nSTUD/CMU WIDTH\nA. 5/8\" GYP BD EACH SIDE (NO SAB: STC 45 / WITH SAB: STC 49) 0 NOT RATED\nWALL TYPE MODIFIER PARTITION TO RESIST THE\nB. 5/8\" GYP BD EACH SIDE UL# U465, GA FILE NO: WP1200 (NO S PARTITION TO RESIST THE PASSAGE OF SMOKE\nFIRE RATING PASSAGE OF SMOKE\nSAB: STC 45 / WITH SAB: STC 49) B 1 HOUR RATED SMOKE BARRIER\n1 HOUR RATED FIRE\nC. (2) LAYERS 5/8\" GYP BD EACH SIDE UL# U411, GA FILE NO: C 2 HOUR RATED SMOKE BARRIER\nBARRIER\nWP1548 (NO SAB: STC 50 / WITH SAB: STC 54) 1 1 HOUR RATED FIRE BARRIER\nA 2 F 3 D. (1) LAYER 1\" GYP BD SHAFT SIDE, 2 LAYERS 1/2\" GYP BD 2 2 HOUR RATED FIRE BARRIER / FIRE WALL 1 HOUR RATED SMOKE\nOTHER SIDE UL# U438, GA FILE NO: WP 7095 (NO SAB: STC 45 / 3 3 HOUR RATED FIRE WALL BARRIER\nWITH SAB: STC 49) 4 4 HOUR RATED FIRE WALL NON RATED\n# STUD WIDTH CMU WIDTH E. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY (NO SAB: STC 45 / SYMBOL DESIGNATION MASONRY\nWITH SAB: STC 49) 1 1 5/8\" NON RATED MASONRY\n2 2 1/2\" F. NO SHEATHING FOR WALL TYPES INDICATED TO RECEIVE SOUND STACKED WALL -CMU BASE &\n3 3 5/8\" G. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD EACH SIDE ATTENUATION, EXTEND SOUND ATTENUATION TO FULL GYP FURRING WALL TOP\n4 3 5/8\" H. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD ONE SIDE ONLY HEIGHT OF WALL UNLESS OTHERWISE INDICATED. REFER\n6 6\" 5 5/8\" I. NOT USED TO INDIVIDUAL WALL TYPE MODIFIER FOR STC RATINGS.\nJ. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY. TEMPORARY\n8 8\" 7 5/8\" INFECTION CONTROL WALL SEAL TO FLOOR AND DECK. X#X# X#X#\n12 11 5/8\"\nK. DOUBLE SIDED FURRING WALL -(1) LAYER 5/8\" GYP BD\nEXPOSED SIDE ONLY OVER TWO LAYERS OF 2 1/2\" METAL\nFRAMING, GYP BD TO BE FLUSH W/ CMU WITH SOUND NO SOUND\nATTENUATION ATTENUATION\nNOTES:\nACOUSTICAL SEALANT\nUNDERSIDE OF\nEACH SIDE\nSTRUCTURE\nACOUSTICAL FIRE STOPPING GROUT TO 1 OPENINGS THROUGH FLOORS, CEILINGS & ROOFS TO BE PROTECTED &\nSEALANT EACH SIDE UNDERSIDE OF SEALANT EACH SIDE UNDERSIDE OF UNDERSIDE OF DECK UNDERSIDE OF DEFLECTION TRACKS AT HEAD WALL TYPE: A2K0 SEALED TO A 1 HOUR RATING STANDARD. ALL PENETRATIONS THROUGH\nROOF DECK ROOF DECK WHERE FULL HEIGHT ROOF DECK OR • DOUBLE SIDED FURRING RATED WALLS & FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF\nDWMS TRACK DWMS TRACK INDICATED SPOT ELEVATION WALL -(1) LAYER 5/8\" GYP PREVENTING THE PASSAGE OF FLAMES & HOT GASES, AND TO MEET TEST\nNOTED ON FLOOR BD EXPOSED SIDE ONLY STANDARDS FOR FIRE STOP ASTM-E814 OR NFPA 251.\nOVER TWO LAYERS OF 2 1/2\"\nPLAN\n20 GA DWMS @ 16\" OC, METAL FRAMING, GYP BD TO 2 ALL FIRE WALLS SHALL BE PERMANENTLY IDENTIFIED WITH A SIGN, W/\n20 GA DWMS @ 16\" OC\nUNLESS NOTED BE FLUSH W/ CMU LETTERS 2\" HIGH ON A CONTRASTING BACKGROUND, SPACED MAX 12'\nUNLESS NOTED\nOTHERWISE APART AND PLACED WITHIN THE INTERSTITIAL SPACE. MINIMUM OF 1 PER\nOTHERWISE 10'-0\"\nPT 2x SILL ANCHORED WALL OR BARRIER AND TO READ AS FOLLOWS:\nTO GROUTED TOP\nBLOCK\nACOUSTICAL\nLINE OF CEILING-SEE LINE OF CEILING-SEE LINE OF CEILING -SEE\nFINISH SCHEDULE FINISH SCHEDULE REFLECTED CEILING SEALANT, EA SIDE \" 1-HOUR FIRE RATED WALL -PROTECT ALL OPENINGS.\"\nPLAN\nSHEATHING REF SHEATHING REF WALL\nSHEATHING REF SHEATHING REF WALL\nWALL TYPE TYPE MODIFIER Date:\nWALL TYPE TYPE MODIFIER\nMODIFIER\nMODIFIER\nNOTE: SEAL ALL\nCMU WALL CMU WALL\nPENETRATIONS PER\nDrawn By:\nDETAILS ON A4-1 AND\nSPEC SECTION 07270\nDWMS TRACK DWMS TRACK Checked By:\nBASE -SEE FINISH BASE -SEE FINISH BASE -SEE FINISH BASE -SEE FINISH\nSCHEDULE NOTE: SEAL ALL SCHEDULE NOTE: SEAL ALL SCHEDULE NOTE: SEAL ALL SCHEDULE NOTE: SEAL ALL Project Number:\nPENETRATIONS WITH PENETRATIONS WITH PENETRATIONS WITH PENETRATIONS WITH\nACOUSTICAL ACOUSTICAL SEALANT FIRE STOPPING FIRE STOPPING ACOUSTICAL SEALANT ACOUSTICAL SEALANT\nSEALANT EACH SIDE SEALANT EACH SIDE SEALANT Sheet Name:\nVARIES 7 5/8\"\nNON-RATED WALL RATED WALL NON-RATED CMU WALL CMU WALL W/ DWMS TOP\nA B D E Sheet Number:\nSCALE :1 1/2\" = 1'-0\" SCALE :1 1/2\" = 1'-0\" SCALE :1 1/2\" = 1'-0\" SCALE :1 1/2\" = 1'-0\"\nMP\n54:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nSP\nCG\n2016-08\nWALL DETAILS\nA4-1\nSTNEMUCOD\nNOITCURTSNOC\nPLAN DETAIL 1 PLAN DETAIL 2 PLAN DETAIL 3\n6 7 3\n1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nLEGEND - WALL TYPES\n1 1/2\" = 1'-0\"\nWALL TYPE DETAILS\n2\n1 1/2\" = 1'-0\"",
  "3:12\nEXISTING\nCEILING\nSLOPE\nLIGHT\nP4\nP5\nS\nD LIGHT\nU\nT\nS\nL P1\nA\nT P1 P1\nE\nM\nN\nO\nD S LIGHT P2\nE\nA\nR RI 4\nEXISTING STRUCTURE O B A V P4 PAINT 1'-0\" PAINT A6-1 PAINT\nP\n1'-0\" 1'-0\" 1'-0\"\nACCENT ACCENT ACCENT\nY\nG 1'-0\" BEHIND 1'-0\" BEHIND BEHIND P4\nL\n- PLYWOOD\nSUPPORT AT\nPLYWOOD PLYWOOD\nL P5\nA CANOPY (TYPICAL)\nW\nW\nE\nN\nEQ EQ\nDECORATIVE\nWOOD CANOPY\nSEE DETAIL SHEET NEW WINDOW\nA6-1 (TYPICAL) IN EXISTING\nWALL\nLIGHTING (TYPICAL)\nP1 EXISTING P1\nCMU L L 2'-11 3/8\" 5'-10 5/8\" 5'-9 3/8\" 5'-10 5/8\" 6'-2 7/8\" 5'-10 5/8\" 2'-6\" 11 1/8\"\nA\nW\n\"\nCORR. M U 0' -\n0\nCORR. R1 FEC\n3/4\" PLYWOOD 3/4\" PLYWOOD 1\nWAINSCOAT 1,9 1 2 0 7 1 SF W C PANEL COVERED PANEL COVERED CORR. P1 3 P / A 4 N \" P E L L Y C W O O V O ER D E D 1,9 1 2 0 7 1 SF W TY A P IN IC S A C L O IN A T A LL\nTYPICAL IN ALL E W/ L2 PLASTIC P1 W/ L2 PLASTIC 101\nCORRIDORS N LAMINATE. PAINT LAMINATE. PAINT 1,927 SF W/ L2 PLASTIC P1 \" CORRIDORS\nLAMINATE. PAINT 8\nCMU BEHIND CMU BEHIND\nCMU BEHIND\n6' -\nPLYWOOD P-1 PLYWOOD P-1\nPLYWOOD P-1\nP3 P3\n\"\n4\n-\n3'\nMALP NIARG\nA2K0\nA2K0\nE8F0 E8F0\n2\n4'-8\" A3-1\nP1 GYP BOARD P1 GYP BOARD\nA2K0\nP4\nP1 P1\n112A R1 R1\nE8F0\nWAINSCOAT\nTYPICAL IN ALL\nCORRIDORS\nP3 P3\n\"\n4\n-\n3'\n2\nA3-1\nS\nD\nU\nT\nS\nL\nA\nEXISTING CEILING T\nHEIGHT VARIES E\nM\nN\nO\nEXISTING STRUCTURE\nD\n(TYPICAL) R A2K0 P4 LIGHT\nA\nO\nB\nP\nY\nP1 G\n- SUSPENSION WIRE\nL\nL\nA 3/4\" 6'-0\"\nW\nW\nE\nN DECORATIVE\nEQ EQ WOOD CANOPY\nP1 P4\nP1\nOPP LIGHT\n4\nP1\nL A6-1 Date:\nL\nA\nW\n112B R1 U\nR1\nM E8F0 Drawn By:\nC WAINSCOAT\nW TYPICAL IN ALL\nE\nFEC N EXISTING CORRIDORS Checked By:\nCMU WALL\nProject Number:\nP3 P3\n\" \"\n4 4\n- -\nP3\n3' 3'\nSheet Name:\nSheet Number:\nMP\n84:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nCN\nCG\n2016-08\nINTERIOR ELEVATIONS\nA5-1\nSTNEMUCOD\nNOITCURTSNOC\n105 GATHERING AREA\n1\n3/8\" = 1'-0\"\nSOUTH CORRIDOR ELEVATION\n2\n3/8\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nNORTH CORRIDOR ELEVATION\n3\n3/8\" = 1'-0\"",
  "SUBSTRATE (WALL OR CLG)\n2X4 STUD FRAMING, MAX 24\" OC 2\" 1 1/2\"\nALL DIRECTIONS; PAINT EXPOSED\nEDGES TO MATCH WALL COLOR MIN.\n1/2\" BEVEL ALL (4) SIDES\n2\" ACOUSTICAL WALL PANEL;\nPAINT AS DESIGNATED IN\nINT. ELEVS.\nFASTENER; SINK AND\nPAINT OVER\nSOUND BLANKET\nU\nD\nS S\n3\nL\n:1\nO\n2\nP\nE\nE\nXISTING\nCEILING\nT\nS P4\nL\nA\nT\nE\nM LIGHT\nN\nO\nD S E P4 P1\nR\nA\nRI\nO A\nB V\nP L\nY L A\nG A2K0 LIGHT P4 W\nL - D SIDEWALL EXISTING SIDEWALL\nL A R A TRANSFER GRILLE A2K0 2\" STRUCTURE TRANSFER GRILLE 2\"\nW SEE EAST WALL OF O\nW MP 112 ROOM FOR P B\nN E DIMENSION P4 P4 4 \" P4 G Y 3'-0\" 3'-0\"\n4 \" 4 \" 5' - 4 \" D S E P4 P4 P1 P4 P4\n4'-0\" EQ. 4'-0\" 3' - EQ. 4'-0\" EQ. 4'-0\" 3' - EQ. 4'-0\" EQ. 4'-0\" 3' - N A R A I - 0 \" - 0 \"\nD V 3' 3'\nU\nT\nTECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL, S 11'-8\" 11'-8\"\nALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 L\nA 8 3/8\" 4'-0\" 3'-4\" 4'-0\" 3'-4\" 4'-0\" 3'-4\" 4'-0\" 1'-1 3/8\"\nT\nE\nP1 M\nW 8\n\"\n8\n\"\n8\n\"\n8\n\"\n- - - -\nE 6' 6' 6' 6'\nN\nTECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL,\nALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3\nE8F0 E8F0\nMP ROOM\nP1 P1 P1\n112\n978 SF\nL L\nL A 4 \" L A\nW 1' - W\nM U P5 1 8 \" MB-1 MP ROOM P5 M U 8 \" R1 P5 R1 112B\n112\nC C\nN W E P2 1' - 4 \" 978 SF P2 N W E 1' - 4 \" P2\nP3 4 \" P3 4 \" P3\n3' - 3' -\nEXISTING\nCLERESTORY\nWINDOWS\nEXISTING\nSTRUCTURE\n3:12\nEXISTING\nSLOPED\nCEILING\nNOTE:\nE\nS\nX\nTR\nIS\nU\nT\nC\nIN\nT\nG\nU RE\nP1\nSTART PANEL\nN\nLAYOUT AT P4 IA\nCENTERLINE M\nE\nBELOW R\nALIGN NEW PANEL ALIGN NEW PANEL O\nP1 WITH EXISTING MECH WITH EXISTING MECH T\nP4 N\nAS SHOWN AS SHOWN\nO S\nTI E\nC RI\nU A\nEQ. 2'-0\" 2'-0\" EQ. R V\nIA N P4 9' - 4 \" P4\nP1\nP4 P4 P1 P4 O N\nT\nS H T\nM C\nO N T\nO R E\nS P4 5' - 4 \" P4 \"\n7' - 4 \"\nP4 4 \"\n10 7/8\"\nTECTUM\n4\nP\n'-0\nA\n\"\nNEL,\n5' - 3 \" EQ.\nTECTUM\n4 '\nP\n-0\nA\n\"\nNEL,\n5' - 3 \" EQ.\nTECTUM\n4 '-\nP\n0\nA\n\"\nNEL\n5' - 3 \"\n,\nEQ.\nTECTUM\n4 '\nP\n-0\nA\n\"\nNEL\n5' - 3 \"\n,\n10 7/8\"\nIX E\nT\nS\nI N G\nU C TI R A I E 4'-0\" - 4 \" EQ. 4'-0\" EQ. 4'-0\" 3' - 4 EQ. 4'-0\" EQ. 4'-0\" 3' - EQ. 4'-0\" SEE NOTE AT EXIST. MECH. ALTERNATE NO. 3 N G E R W ILL E ALTERNATE NO. 3 ALTERNATE NO. 3 N G E R W ILL E ALTERNATE NO. 3\nR V 3'\nT\nS H T TECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL, TECTUM PANEL,\nN\nO ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3 ALTERNATE NO. 3\nC\nG\nN\nTI EXISTING WALL MOUNTED LIGHT EXISTING WALL MOUNTED LIGHT\nS 4 \" EXISTING GRILLE\nIX\nE P1 2'\n-\nP1 TO BE REPLACED\n\" A2K0 \" A2K0 \"\n4 4 4\nP1 E8F0\nP1 P1 P1\n\"\n4\nL\nL\nA\nE8F0\nR1 1\n1' -\nR1 112A L\nL\nA\nW 8 \" P5 P5 8 \" P5 P5 P5 P5 W\nU 8 \" U\nC\nM\n-\n4 \"\nP2\n113 8' -\nP2 -\n4 \"\nP2 P2 P2 P2 C\nM\nW\n1' 1'\nW\nE E\nN N \"\n4\n-\n5'\n4 \" P3 P3 4 \" P3 P3\n- -\n3' 3'\nLLAW\nFO\nECAF\n2\" 1 1/2\"\nMIN.\n\"\n2 1/\nSOUND BLANKET\nLLAW\nFO\nECAF\nSUBSTRATE (WALL OR CLG)\n2X4 STUD FRAMING, MAX 24\" OC\nALL DIRECTIONS; PAINT EXPOSED\nEDGES TO MATCH WALL COLOR\n\"\n1/2\" BEVEL ALL (4) SIDES 2 1/\n2\" ACOUSTICAL WALL PANEL,\nPAINT AS DESIGNATE IN INT.\nELEVS.\n1\"H REVEAL ROUTED INTO\nACOUSTICAL WALL PANEL; SEE\nINT. ELEVS. FOR PATTERN; CARRY\n1/2\"\nADJ. PAINT COLOR AT PANEL\nFACE AT SIDES OF REVEAL AND\nTERMINATE AT NEAREST INSIDE\nCORNER\nPAINT BACK OF REVEAL SIM TO\nPANEL, UNO\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n15:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nCN\nCG\n2016-08\nINTERIOR ELEVATIONS\nA5-2\nSTNEMUCOD\nNOITCURTSNOC\nACOUSTICAL PANEL EDGE ACOUSTICAL PANEL REVEAL\nA B\n6\" = 1'-0\" 6\" = 1'-0\"\n112 MP ROOM A 112 MP ROOM B\n1 2\n3/8\" = 1'-0\" 3/8\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\n112 MP ROOM C 112 MP ROOM D\n3 4\n3/8\" = 1'-0\" 3/8\" = 1'-0\"",
  "COILING DOOR\n14'-0\"\nOVERHEAD COILING 1 P1, SEE FINISH PLAN 1\" 3'-0\" 3'-0\" 3'-0\" 3'-0\" 1'-11\"\nEXISTING FLUTED COUNTER DOOR A5-4 FOR FEATURE WALL SCR\nCMU INFILL @ DEMOLISHED DOOR\nBLOCK CMU, P1 PAINT LOCATIONS NEW CMU WALL\n\"\n4 P1, SEE FINISH PLAN \"\nCORR. 1' - FOR FEATURE WALL 1/ 4\n1,9 1 2 0 7 1 SF A5\n2\n-4 CORR. 3' - 4 \" 3' - 4 \" PAINT LOCATIONS 2' - 4 C IN O S IL E I C NG TI O D N OOR\nRECEPT.\n101\n104\n1,927 SF P1 P1 P1\n140 SF\nP1, SEE FINISH\n\" \"\n6 6\nP1 \" 2' - RECEPT. 2' - PLAN FOR\n6 FEATURE WALL\n1\" DIA. FINGER\n5' -\n104C 14\n1\n0\n0 4\nSF\nN\nBA\nO\nC KSPLASH PAINT\nHOLES (TYP) 2\" 2\" WAINSCOAT R1 WAINSCOAT - 4 \" - 4 \" R1 @ COILING LOCATIONS\nTYPICAL IN ALL TYPICAL IN ALL 3' WAINSCOAT 104C 3' \" DOOR \" RECEPT. 4\" BACKSPLASH\nCORRIDORS 104A CORRIDORS TYPICAL IN ALL IT-1 104A 1' - 8 1' - 8 1 7 104\nCORRIDORS A5-4 A5-4 140 SF\n2 \" 4 \" 4 \" 13\nP3 P3 P3 P3 NO BACKSPLASH A2-2\n8 \" 6 \" CORR. 6 \" BETWEEN COUNTER & 6 \" 6 \"\n2' - 2' - 101 2' - WINDOW 2' - 2' -\n1,927 SF\n2'-0\" 13 CMU INFILL @ 10 12\nTROPHY 13\n1\" 4'-0\" 4'-0\" CASE -SEE TROPHY CASE CMU INFILL @ A2-2 DEMOLISHED DOOR A5-4 DESK WITH SUPPORT 12 10 A5-4\nIN SECTION DEMOLISHED DOOR A2-2 A5-4\nDETAIL A5-4\nSCR 2 1\" 3'-0\" 3'-0\" 3'-0\" 3'-0\" 1'-11\"\nA5-4 SCR\n14'-0\"\nINSULATED GLASS\nINSULATED GLASS\nIN ALUMINUM STOREFRONT\nIN ALUMINUM\nSTOREFRONT 2 NEW CMU NEW CMU -SEE 18\nA3-2 SEE SECTION SECTIONS A5-4\nNEW CMU 2\nSEE SECTION MARKER BOARD 2 2\nA3-2 INSULATED GLASS\nMB-1 A3-2 A3-3\nIN ALUMINUM STOREFRONT\nP1 P1 P1\nP1 MP ROOM MILLWORK\n119\n760 SF\nMP ROOM MP ROOM\nW1 W1 MB-1 119 W1 W1 119\n0 \" 760 SF 760 SF\nP5 8 \" P5 9' - 8 \" P5 P5 8 \" P5\nP2 8 \" P2 8 \" P2 P2 8 \" P2 119B\nP3\n\" \" \"\n4 4 P3 P3 4 P3\n- - -\n3' 3' 3'\n9'-2 1/2\"\nHOLLOW METAL\n1 1/4\" 2'-3\" 2'-3\" 2'-3\" 2'-3\" 1 1/4\"\nDOOR AND FRAME\nNEW CMU WALL\n2 HOLLOW METAL\n1\nA3-1 DOOR AND FRAME HANDICAP ACCESSIBLE\nA3-3 MARKER BOARD SHOWER STALL -SEE\n\" NEW EXG\n1 SHEET A1-2\n1 1 \" P1 - 0 \" SEE 19/A5-3 FOR TILE PATTERNS\n1'\n- 2'\nPROVIDE TILE CONTROL FLOOR MOUNTED\nJOINT AT EXG/NEW WALL TOILET PARTITION P1\nINTERSTECTION SEE SPECS\nSHOWER ROD\nMP ROOM SEE SHEET A1-2\n119 MB-1 - 0 \" T1 TLT F\n4' 121\n760 SF TOWEL HOOK\nP5 8 \" 268 SF SEE SHEET A1-2\nT11 T11 T11 T11 T11 T11\n0 \" P2 120 8 \" 119A T22\n-\n7' T4\nT20 T20 T20 T20 T20\nSHOWERS F\nT3 T17 T17 T17 T17 T17 T17\nT10 122\nP3\n3'\n- 0 \" 3' - 4 \" T10 T10 T10 T10 T10 53 SF\nADA TOILET STALL -SEE\nSHEET A1-2 FOR SPECIFIC\nCLEARANCES AND DIMS.\nSHOWER STALL SHOWER STALL SHOWER CURTAIN\nSEE SHEET A1-2 ROD\nSHOWER CURTAIN EXG NEW\nFOR ADA INFO.\nROD\nPROVIDE TILE\nSHOWERS F CONTROL JOINT AT\n122 CT1 EXG/NEW WALL PROVIDE TILE CONTROL CT1 Date:\n53 SF INTERSTECTION JOINT AT EXG/NEW WALL\nSHOWERS F INTERSTECTION\n122 T24\nT24 Drawn By:\n53 SF 6 \" CT3 GRAB BAR 6 \" CT3\n\" SEE SHEET \"\n0 0\nP1 - CT2 A1-2 - CT2\n1' 1' Checked By:\nP1 P1 P1 6 \" CT3 6 \" CT3\nP1 T16 T11 T11\nT22 T22\nProject Number:\nT21 T3 T4 CT1\nSHOWERS F CT1\n0 \" T10 T10 0 \" Sheet Name:\n122 - -\n4' 4'\n53 SF\nTOILET TOILET ACCESSORIES\nPARTITION TOILET TOILET ACCESSORIES Sheet Number:\nIN SECTION PARTITION\nIN SECTION\nMP\n85:70:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nCN\nCG\n2016-08\nINTERIOR ELEVATIONS\nA5-3\nSTNEMUCOD\nNOITCURTSNOC\n103 TROPHY CASE 104 RECEPTION A 104 RECEPTION B 104 RECEPTION C 104 RECEPTION D 104 RECEPTION E\n1 2 3 4 5 6\n3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\"\n119 MP ROOM A 119 MP ROOM B 119 MP ROOM C\n7 8 9\n3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\n119 MP ROOM D 121 TLT F 2 122 SHOWERS F 1\n10 12 13\n3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\"\n122 SHOWERS F 2 122 SHOWERS F 3 122 SHOWERS F 4 123 TLT M 2 121 TLT FEMALE\n14 15 16 18 19\n3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\" 3/8\" = 1'-0\"",
  "GENERAL CASEWORK NOTES:\n1. PROVIDE FILLER PANELS TO FINISH OUT & SCRIBE CABINETS TO WALL\n2. WHEN FILLER PANELS ARE REQUIRED AT BOTH ENDS OF CASEWORK TERMINATION,\nBOTH FILLER PANELS SHALL BE OF EQUAL WIDTH.\n3. PROVIDE FINISHED END PANELS AND RETURNS AT OPEN ENDED CABINETS, KNEE\nSPACES, AND ACCESSIBLE SINKS.\nSEALANT 1\" SEALANT 4. PROVIDE WALL BRACKET SUPPORTS AT 36\" OC MAX TO SUPPORT COUNTERTOP AT\nCONTINUOUS KNEE SPACE.\n5. PROVIDE CONTINUOUS BACKSPLASH AT ALL COUNTERS INCLUDING END SPLASH\n3/4\" TYP. 1\" FOR SHELVES 3/4\" TYP. 1\" FOR SHELVES WHEN COUNTERS ARE ADJACENT TO WALL, UNO.\nOVER 37\" LONG OVER 37\" LONG 6. PROVIDE HOLES FOR GROMMETS IN COUNTERTOPS AT KNEE SPACES FOR WIRE\nV V ACCESS. LOCATIONS TO BE DETERMINED BY OWNER AT SITE.\nE E\nL L 7. PROVIDE ADJUSTABLE SHELVES IN CABINETS, UNO\nE E 8. GYP BD BULKHEADS W/ 1\" PROJECTION FROM FACE OF CASEWORK ARE STANDARD\nR R\nPLAM COVERED SHELF O PLAM COVERED SHELF O AT ALL UPPER AND FULL HEIGHT CASEWORK, UNO.\nRI RI 9. PROVIDE 2 LAYERS 3/4\" PLYWD SUPPORT AT COUNTERTOP ICE MACHINE LOCATIONS.\nE E 10. ALL VERTICAL CASEWORK TO BE PLAM-1, UNO.\nT T\nN N 11. ALL HEAVY DUTY STEEL COUNTER SUPPORTS TO BE RACKS FLUSH MOUNT MODELS\nE\nI\nE\nI\nEH1212, EH 1818, EH1824. THESE COUNTER SUPPORTS ARE TO BE SCREWED INTO\nHOLES DRILLED 2\" OC TO C C\nN N THE METAL STUDS INSIDE THE WALL THEN COVERED WITH GYPSUM BOARD\nRECEIVE NYLON SHELF CLIPS E E\nR R\nHOLES DRILLED 2\" OC TO\nE E\nF RECEIVE NYLON SHELF CLIPS F\nE E\nR R\n13/16\" DOOR W/ PLAM ON ALL 14\" CLEAR MIN.\nEXPOSED SURFACES\n1'-2\"\nPLASTIC LAMINATE\nCOUNTERTOP (REF\nELEV FOR LOCATIONS)\n\"\nT-MOLDING EDGE 1/ 2\nFINISHED BOTTOM FINISHED BOTTOM (CHARTER 1\nINDUSTRIES #5720)\nSEALANT SEALANT\n3/4\" CONTINUOUS,\nSOLID PLYWOOD\nNOTE: REFERENCE INTERIOR ELEVATIONS FOR\nT-MOLDING LOCATIONS\nTYPICAL PLASTIC LAMINATE COUNTERTOP\nW/ T-MOLDING EDGE\nPOST-FORMED PLASTIC\nLAMINATE COUNTERTOP\n(REF ELEV FOR LOCATIONS)\n1 1/2\" BULLNOSE\nSEALANT \"\n2\nSEALANT SEALANT\n1/\nEND SPLASH\n3/4\" CONTINUOUS,\n1\nSOLID PLYWOOD\nEND SPLASH\n2'-1\" 3/4\" CONTINUOUS, SOLID\nCOUNTERTOP (REF END SPLASH COUNTERTOP (REF PLYWOOD, (2) LAYERS\nFINISH SCHEDULE FOR\nFINISH SCHEDULE FOR COUNTERTOP (REF FINISH WHERE INDICATED\nMATERIAL)\nMATERIAL) SCHEDULE FOR MATERIAL)\n2'-1\" 2'-1\" TYPICAL \"\n4 \" 4 \" REF TYPICAL EDGE DETAILS 4 TYPICAL POST-FORMED PLASTIC\nREF TYPICAL EDGE DETAILS LAMINATE COUNTERTOP\nREF TYPICAL EDGE DETAILS 3/4\" SOLID, CONTINUOUS\n3/4\" SOLID, CONTINUOUS PLYWOOD SUPPORT\nWD BLOCKING W/ PLAM\nPLYWOOD SUPPORT\nON ALL EXPOSED\nEDGES AT COUNTERTOP ICE\n13/16\" DOOR & DRAWER.\nMACHINE LOCATIONS -\n3/4\" SOLID, CONTINUOUS FRONT W/ PLAM ON ALL PROVIDE 2 LAYERS 3/4\" S\nR\nPLYWOOD SUPPORT EXPOSED SURFACES PLYWD SUPPORT E\nW\nV V A\n13/16\" DOOR. FRONT W/ L E E AT COUNTERTOP ICE MACHINE L E E D R\nPLAM ON ALL EXPOSED R LOCATIONS -PROVIDE 2 R Q\nSURFACES O LAYERS 3/4\" PLYWD SUPPORT O E\nRI RI 2\nE E 0 \"\nT T 1\nN N -\nE\nI\nE\nI 2'\nPLAM 3/4\" SHELF C PLAM 3/4\" SHELF C\nN N E E FILE DRAWER\nHOLES DRILLED @ 2\" OC TO R HOLES DRILLED @ 2\" OC TO R\nE E\nRECEIVE NYLON SHELF F RECEIVE NYLON SHELF F \"\nCLIPS R E CLIPS R E 1' - 0\n3\nA6-1\nBLOCKING\nSCHEDULED BASE\n\"\n\" \" 4 LAY -IN ACOUSTICAL\n4 4\nSCHEDULED BASE SCHEDULED BASE TILE\n2\" 2\" 2\"\n\"\n1\nCMU BEYOND AT\nALCOVE FOR\nMILLWORK\nEND SPLASH 13/16\" DOOR W/\nSEALANT\nPLAM ON\nCOUNTERTOP (REF\nEXPOSED\nFINISH SCHEDULE FOR .V\nSURFACES\nMATERIAL) E\n2'-1\" L E\nREF TYPICAL 4 \" N\nO\nEDGE DETAILS\nO\n3/4\"\nN DOOR HANDLE-\nU\n3/4\" SOLID, CONTINUOUS REF SPEC.\n\"\nPLYWOOD SUPPORT 4\nSEALANT 1\"\n3/\n3\" ROUND GROMMET LOCATION 1\nDETERMINED AT SITE ALUMINUM TRACKS LET\nT INTO 5/4 TRIM TO ACCEPT\nH\nG 3/4\" TYP. 1\" FOR GLASS DOOR -TYPICAL\nHEAVY DUTY STEEL IE\nSHELVES OVER HEAD AND SILL\nCOUNTER SUPPORT 3' OC H 1'-11\" 1\"\nMAX R 37\" LONG HOLES DRILLED 2\"\nE\nT OC TO RECEIVE 1/4\" TEMPERED\nN\nCONT. 2x LEDGER U NYLON SHELF CLIPS SLIDING GLASS DOOR\nO PLAM\nC\nR COVERED 3/4\" PLAM\nF O THK. SHELF COVERED 3/4\" HOLES DRILLED @ 2\"\nN TYP. 1\" FOR OC TO RECEIVE NYLON\nTI O HOLES DRILLED 2\" S\n37\nH\n\"\nE\nL\nL\nO\nV\nN\nE\nG\nS OVER SHELF CLIPS\nA OC TO RECEIVE\nV\nE NYLON SHELF\nL \"\nE CLIPS 2\nE\nE S 3' - 5\n1/\nP\nTH\nLA\nK\nM\n. S\nC\nH\nO\nE\nV\nLF\nE\n.\nR\nN\nE\nO\nD\nT\n3\nE\n/4\n:\n\"\nA T\nSHELVES LONGER THAN\n37\" USE 5/4\" TRIM.\n\"\n7\nSCHEDULED BASE -\n8' \"\n0\n-\n9'\nDOOR HANDLE- 5/4 MATERIAL\nREF SPEC.\n1\" DIAMETER FINGER 20\" CLEAR 3/4\"\nHOLE AT GLASS\n13/16\" DOOR W/ 2 \"\nPLAM ON\n7\n1/\n1\n\"\nSEALANT SEALANT 7' -\n0 \" E\nS\nX\nU\nP\nR\nO\nFA\nS\nC\nED\nES\n6' -\n3 \"\n\"\nEND SPLASH 2'-1\" 3/ 4\nEND SPLASH MATERIAL 1\nCOUNTERTOP (REF COUNTERTOP (REF\nBEYOND\nFINISH SCHEDULE FOR FINISH SCHEDULE FOR\nMATERIAL) 2'-1\" SS COUNTERTOP \" MATERIAL)\n\" 4\n4 \"\n2 DOOR HANDLE-\n1/\nREF SPEC.\nREF TYPICAL EDGE DETAILS\n\"\n2\n6\n1/\n(2) 3/4\" PLYWD PLAM 3/4\" SOLID, CONTINUOUS\n3/4\" SOLID, CONTINUOUS SUPPORT COVERED 3/4\" PLYWD. SUPPORT\nQ\nPLYWOOD SUPPORT E TYP. 1\" FOR\nSS APRON ON 1X SHELVES OVER 2 \" PLAM 3/4\" SHELF\nN BACKING 37\" LONG 6\n1/\nV\nL E\nIS\nA B STEEL COUNTER 1/ 2\n\" 2'\n- Date:\nE K SUPPORT -SEE 0\nPLAM 3/4\" SHELF O R SI N ELEVATION FOR 2' - Drawn By:\nQ E R E I O F LOCATION 1/ 2 \" PLAM\nE I N T T O P MI N 2' - 9 C TH O K V . E S R H E E D L F 3/4\" 1 O 3 N /1 E 6 X \" D PO O S O E R D W / PLAM Checked By:\nHOLES DRILLED @ 2\" OC TO R E\nN E\nC\n1 0 \"\nT\nO\n2' -\n3 \" 3\nR\n/\nE\n4\"\nM\nP\nO\nL\nV\nY\nA\nW\nB\nD\nLE\nW\nA\n/\nC\nP\nC\nLA\nE\nM\nSS\nSURFACES\nProject Number:\nRECEIVE NYLON SHELF F E 2' - PANEL WHERE NOTED ON 4\" VINYL BASE\nCLIPS Q R ELEVATIONS 8\" 11\" 6\" 2\" AT FLOOR\nE Sheet Name:\nFINISH \"\n4\n2\" SCHEDULED BASE\nBASE AS\n9 \" SCHEDULED\n\" \"\n4 4 2\" 1'-10\"\n\" SCHEDULED BASE\nSCHEDULED BASE 4 BLOCKI BLOCKI 2'-0\"\nNG NG\nSheet Number:\nMP\n00:80:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nCN/SP\nCG\n2016-08\nCASEWORK DETAILS\nA5-4\nSTNEMUCOD\nNOITCURTSNOC\nUPPER CABINET UPPER OPEN SHELVES\n1 4\n1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\"\nTYPICAL COUNTERTOP EDGE DETAILS\n5\n3\" = 1'-0\"\nBASE CABINET BASE DRAWER & CABINET 3-DRAWER BASE W/ FILE DRAWER\n6 7 8\n1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nTYPICAL WORK COUNTERTOP\n10\n1 1/2\" = 1'-0\"\nTALL STORAGE CABINET W/ SOLID\nBASE OPEN SHELVES 34\" ADA SINK BASE, TYPICAL TALL OPEN STORAGE SHELVES DOORS TROPHY CASE\n12 15 16 18 2\n1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\" 1 1/2\" = 1'-0\"",
  "CEILING CEILING -GYP DIFFUSER -SQUARE\nACT-1 BOARD FINISH, SUPPLY\nWALL TYPE (SEE A4-1) WALL TYPE MODIFIER FIRE RATING WALL HATCH PATTERN LEGEND\n24\" x 24\" PAINT CEILING\nSTUD/CMU WIDTH ACOUSTIC CEILING TILE WHITE REGISTER -SQUARE RETURN\nA. 5/8\" GYP BD EACH SIDE (NO SAB: STC 45 / WITH SAB: STC 49) 0 NOT RATED\nWALL TYPE MODIFIER PARTITION TO RESIST THE 9/16\" GRID\nB. 5/8\" GYP BD EACH SIDE UL# U465, GA FILE NO: WP1200 (NO S PARTITION TO RESIST THE PASSAGE OF SMOKE\nFIRE RATING PASSAGE OF SMOKE REGISTER -EXHAUST\nSAB: STC 45 / WITH SAB: STC 49) B 1 HOUR RATED SMOKE BARRIER CEILING OPEN TO STRUCTURE\n1 HOUR RATED FIRE\nC. (2) LAYERS 5/8\" GYP BD EACH SIDE UL# U411, GA FILE NO: C 2 HOUR RATED SMOKE BARRIER ALTERNATE. NO. 2 ACT ABOVE\nBARRIER\nWP1548 (NO SAB: STC 50 / WITH SAB: STC 54) 1 1 HOUR RATED FIRE BARRIER 24\" x 24\" OPEN LIGHTING -RECESSED FIXTURE\nA 2 F 3 D. (1) LAYER 1\" GYP BD SHAFT SIDE, 2 LAYERS 1/2\" GYP BD 2 2 HOUR RATED FIRE BARRIER / FIRE WALL 1 HOUR RATED SMOKE ACOUSTIC CEILING TILE\nOTHER SIDE UL# U438, GA FILE NO: WP 7095 (NO SAB: STC 45 / 3 3 HOUR RATED FIRE WALL BARRIER 9/16\" GRID\nLIGHTING -RECESSED FIXTURE\nWITH SAB: STC 49) 4 4 HOUR RATED FIRE WALL NON RATED\n# STUD WIDTH CMU WIDTH E. (1) LAYER 5/8\" GYP BD EXPOSED SIDE ONLY (NO SAB: STC 45 / SYMBOL DESIGNATION MASONRY SOFFIT SUSPENDED CEILING SYST.\nWITH SAB: STC 49) METAL SOFFIT PANEL CE-1 LIGHTING -RECESSED DOWN LIGHT\n1 1 5/8\" NON RATED MASONRY\n2 2 1/2\" F. NO SHEATHING FOR WALL TYPES INDICATED TO RECEIVE SOUND STACKED WALL -CMU BASE & COLOR: WHITE ARMSTRONG LIGHTING -RECESSED FIXTURE 24\" x 48\"\n3 3 5/8\" G. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD EACH SIDE ATTENUATION, EXTEND SOUND ATTENUATION TO FULL GYP FURRING WALL TOP WOODWORKS GRILLE\n4 3 5/8\" H. 7/8\" HAT CHANNELS W/ 5/8\" GYP BD ONE SIDE ONLY HEIGHT OF WALL UNLESS OTHERWISE INDICATED. REFER 7091BD BACKER & DOWEL LIGHTING -RECESSED FIXTURE 12\" x 48\"\n6 6\" 5 5/8\" I. NOT USED TO INDIVIDUAL WALL TYPE MODIFIER FOR STC RATINGS. COLOR: MAPLE\n8 8\" 7 5/8\" J. ( IN 1) F L E A C Y T E IO R N 5 / C 8 O \" G N Y T P R O B L D W EX A P LL O S S E E D AL S T ID O E F O LO NL O Y R . T A E N M D P D O E R C A K R . Y X#X# X#X# LIGHTING -RECESSED FIXTURE 24\" x 24\"\n12 11 5/8\"\nK. DOUBLE SIDED FURRING WALL -(1) LAYER 5/8\" GYP BD\nEXIT SIGN\nEXPOSED SIDE ONLY OVER TWO LAYERS OF 2 1/2\" METAL\nFRAMING, GYP BD TO BE FLUSH W/ CMU WITH SOUND NO SOUND S SPEAKER\nATTENUATION ATTENUATION\nLIGHTING -PENDANT FIXTURE 6\" MOUNT\nTHREADED EYELET, FASTEN TO\nADDITIONAL BLOCKING WITHIN\nMETAL STUD CONSTRUCTION\nSEE RCP FOR LENGTH\n& GRILL ORIENTATION\nSUSPENSION WIRE\n1'-0\"\n3\n0\n.0 BACKER CLIP 15/16\" MAIN SUSPENSION BEAM\n0\n°\n10'-0\"\n5/8\" 7/8\" E2 2 E3 E4 E5 6 E6\nWOOD BACKER BRACING &\nFASTENERS (BY 1 2\nINSTALLER)\nWOOD GRILLE SLATS, SEE A3-2 A3-1\nRCP FOR ORIENTATION\nSURFACE MOUNTED LIGHTING 3/4\" PLYWOOD PANEL 3\" / 12\" 3\" / 12\"\nFIXTURE CENTERED IN GRILLE COVERED W/ PLASTIC 0 \" METAL SOFFIT PANEL\n-\nSYSTEM, RUN CIRCUIT CONDUIT LAMINATE SEE INTERIOR 2'\nTIGHT TO CENTERED ELEVATIONS H\nSUSPENSION BEAM\nCMU WALL, SEE PLAN FOR TYPE\n1 1\nA3-1 A3-1\n2\n2\nACT-1\nA3-2\n3'-6\" A3-2\n9'-0\"\nMP ROOM\n119\n9'-4\"\nMETAL SOFFIT PANEL 9'-4\"\n3\nCONSTRUCT NON-RATED A2E0TYPE\nA6-1\nFURRING WALL ON TOP OF NEW AND\nEXISTING CMU WALLS. GYP BOARD TO BE\nON RENOVATED TOILETS SIDE OF WALLS.\nTAPE JOINTS & SEAL ALL PENETRATIONS.\nE1 E7\nSTORAGE\n9'-4\" 9'-4\"\n3 120\nEG\n8'-8\"\n9'-4\" GYP CEILING BOARD\nEF SHOWERS F GYP CEILING BOARD\n122 SHOWERS M 2\n9'-4\" 124\n2 2\n8'-8\"\n3 ACT-1\n8'-8\"\nSTORAGE\nGYP CEILING BOARD 3 9'-4\"\n129 TLT F TLT M\n8'-8\"\n121 123\n3 3 3\n2\n9'-4\" JAN.\n2 3 118 METAL SOFFIT PANEL\nED ACT-1 9'-4\" 14'-2\" 14'-2\" 3 14'-2\"\n3\n1 1 1 3 VEST.\nMETAL STUD FRAMING AT DROP ETR Q NEW ACT-2 NEW ACT-2 125\nE\n9'-4\" 4 4\nNEW ACT-2\n2x NAILER ETR\n3/4\" MATERIAL FINISHED THE SAME 16'-7 1/8\" EQ Q EQ EQ EQ\nE\nAS THE ADJACENT MILLWORK AND\nALIGNED WITH THE ACOUSTICAL ALT. NO. 2 ACT 8 \"\nTILE AS SHOWN\n1\n5/\n6'-0\"\n1\nPRE FINISHED METAL WALL 2' -\nSUPPORT FOR ACOUSTICAL\n\"\nTILE - 1 0 NEW ACT-2 NEW ACT-2 AK\nOFC. 5' 126\n9'-4\" \" CE-01\n1 \"\nSEE RCP 117\n\" /\n1 2\nGATHERING AREA ACT-1\nETR\n3\n\"\n0 105\n1\nLAY IN ACOUSTICAL TILE ALT. NO. 2 ACT 5' - ETR\nSTORAGE\nKILNS\n113\n115\n0 \" 4 1 2 \" MP ROOM 1 2 \" INTERIOR OF 1\" 1\" FILLER -SEE ELEVATION 5' - 1 A6-1 3 \" / 112 3 \" /\nUPPER CAB OFC. 9'-4\" CE-01\nSEE MILLWORK 116\nELEVATIONS \"\n2\nETR\n3\n1/\nCORNER OF CMU BEYOND 9'-4\" 6' - ACT-1\nGYMNASIUM\nCRAFT\nFACE OF CABINET DOOR 127 0 \" 114\n1\n-\n5'\nCE-01\n9'-0\"\nEQUIP.\n128\n9'-0\" 1 1 1\nEC\nVEST. 9'-4\"\n9'-4\"\n111 2\" / 12\"\nMETAL ROOF DECK\nRECEPT.\n104 CORR. KITCHEN\n9'-4\" 101\nALT. NO. 2 ACT 108\nMETAL SOFFIT PANEL\nTROPHY CASE\n103\nALT. NO. 2 ACT\nMTG ROOM\n106\nETR ETR\nVEST.\n100\nETR\nACT-1 STORAGE PANTRY ELEC.\n107 109 110\nEB\nLINE OF STRUCTURE 2.5 9'-4\" Date:\nABOVE. REFER TO\nSECTIONS FOR MORE METAL SOFFIT PANEL\nPROVIDE 3 5/8\"\nINFORMATION\nDWMS BRACES C1 Drawn By:\nAT 32\" OC\nCEILING TIE TO\n6\nSTRUCTURE ABOVE\n3 5/8\" DWMS\nA1-3 Checked By:\nAT 16\" OC\nEA\nSUSP. CEILING -\n.P\nY Project Number:\nT C2\nSEE REFLECTED\n\"\nSEE RCP 2\nCEILING PLANS 6 A1-3\nSheet Name:\nMETAL ROOF DECK\nSEE RCP\nSEE RCP\n1/2\" GYP. CEILING\nC3\nBD\n2 Sheet Number:\nA3-1\nMP\n30:80:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nBEJ\nCG\n2016-08\nREFLECTED CEILING\nPLAN\nA6-1\nSTNEMUCOD\nNOITCURTSNOC\nLEGEND - WALL TYPES LEGEND - REFLECTED CEILING PLAN\n1 1/2\" = 1'-0\" 1/8\" = 1'-0\"\nKEYNOTES - NEW WORK - CEILINGS\nNO. DESCRIPTION\n1 EXISTING WALL LIGHTING TO REMAIN\n2 DEMOLISH EXISTING CEILING. REPLACE WITH INDICATED TYPE.\n3 CONSTRUCT NON-RATED A2E0 TYPE FURRING WALL ON TOP OF NEW AND\nEXISTING CMU WALLS. GYP BOARD TO BE ON RENOVATED TOILETS SIDE OF\nWALLS. TAPE JOINTS & SEAL ALL PENETRATIONS.\n4 RELOCATE EXISTING LIGHT FIXTURES & CENTER IN CEILING SPACE\nCE-01 SUSPENDED CEILING SYSTEM\n4\n3\" = 1'-0\"\nREVISIONS\n# DATE DESCRIPTION\nCEILING AT MILLWORK\n3\n3\" = 1'-0\"\nTYPICAL CEILING BULKHEAD 1\n3/4\" = 1'-0\"\nSCALE: 1/8\" = 1'-0\"\nREFLECTED CEILING PLAN\n2\n1/8\" = 1'-0\"\n0' 4' 8' 16' 32'",
  "0 \" VCT4 VCT2 VCT4\n5' - VCT4 VCT2 VCT2 VCT4\n\"\n0\n- 0 \" VCT3 2' - - 0 \"\nVCT3 1 3' 1 VCT3 1 3' VCT3\n\" 8\n1/\n5\n-5'-4 3/8\" 2'-0\" 3'-0\" 2'-0\" 3'-0\" 2'-0\" 2'-9 3/8\" 2'-0\" 3'-0\" 2'-0\" 3'-0\" 2'-0\" 2'-0\" 2'-0\" 2'-0\"\n9'\nMP ROOM\n3' - 0 \" VCT3 - 0 \" 76 1 0 1 9 S7FA5 8 -39 VCT3 VCT3 VCT3 1 2' \"\n1 0 10 0' - 1 \"\n1 9' -\nVCT4 VCT4\nVCT4 VCT4 VCT4\n\"\n0 VCT2 -\n5' VCT2 VCT2 VCT2\nSTORAGE P1\n120\n71 SF\nP1\nNEW\nTILE\nWALL\n19A5-3\nSHOWERS F\nA5-319\n122 NEW\nP1 53 SF TILE\nWALL\nSHOWERS M\n124\n120 SF\nTLT F\n121\n268 SF\nSTORAGE\n129\nTLT M\n132 SF\n123\n407 SF\nJAN.\n118\n24 SF\nVEST.\n125\n38 SF\nA5-1\n3\nETR\n\" 0\n- 2'\n\"\nOFC. 0 -\n2'\n117\n168 SF \" 0 AK -\n3' 126\n273 SF \"\n- 0 ETR\n2'\n\"\n0\n-\n3' KILNS ETR\n115\n\"\nETR - 0 STORAGE 205 SF 2'\n113\n8 \" 80 SF\nGATHERING AREA 3/\nOFC. 105 2 9 - 116 A5-11 280 SF 1A5-23 2'\n168 SF \" 15'-0\" 0\n4 - 2'\nMP ROOM \"\n0\n-\n112 3'\n978 SF\n\" 0 ETR - 2'\n\"\n0\n-\n3'\n2'-0\" 4'-0\" 2'-0\"\nGYMNASIUM EQUIP. 0 \" CRAFT 127 128 2' - 114\n7,140 SF 177 SF 419 SF \"\n0\n- 2'\n\" 0 - ETR 2'\n\" 0 - 2'\n2 VEST.\n6 111 RECEPT. A5-1 40 SF\nA5-35\n104 P5 3A5-3 140 SF 4\nA2-12\nETR\nCORR.\n101\n2\n1,927 SF\nETR\nA5-3\n\" 0 KITCHEN\n- VCT1\n4' 108\n6'-7 5/8\" 5'-0\" 5'-0\"\n249 SF\nTROPHY CASE\n\"\n103 0\n38 SF 1A5-3 2' - 0 \" MTG ROOM\n\" 4' - VCT4 106 0 954 SF\n-\n6' 4' - 0 \" 2' - 0 \" 1 1 ' ' - - 0 0 \" \" \" VEST. 2' - 0 \" VCT3 ETR ETR\n- 0 100\n1'-0\" 3'-0\" 1'-0\" 1'\"\n0 55 SF\n-\n5'-0\" 1' 4'-0\" VCT2 STORAGE ETR ELEC.\n4 \" 107 110\n3/ 48 SF 70 SF\n1 PANTRY\n-\n7' 109\n36 SF\n4TCV\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\n4TCV\n4TCV\nVCT4\nVCT4\nVCT4 VCT4\n4TCV\nVCT4\n4TCV\n4TCV\nVCT2\nVCT2\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\nVCT4\n2TCV\nVCT2\nVCT2\nVCT2\nVCT2\nVCT2\nVCT2\nVCT2\nVCT2\nVCT2\nVCT2\n2TCV\nVCT2\nVCT2\nVCT2 VCT2\nVCT2\n2TCV\nVCT2\nVCT2\n2TCV\n2TCV\n2TCV\n2TCV\n4TCV\n2TCV\n2TCV\nVCT4\n4TCV\nVCT3\n3TCV\nVCT3\nVCT3\nVCT3\n3TCV\nVCT3\nVCT3\n3TCV\n3TCV\n3TCV\n3TCV\nVCT3 VCT3\nVCT3\nVCT3\nVCT3\nVCT3\n3TCV\nFINISH LEGEND\nWALLS\nP1 (FIELD PAINT) SHERWIN WILLIAMS 6141 SOFTER TAN\nP2 (ACCENT PAINT) SHERWIN WILLIAMS 0072 DEEP MAROON\nP3 (ACCENT PAINT) SHERWIN WILLIAMS 0044 HUBBARD SQUASH\nP4 (ACCENT PAINT) SHERWIN WILLIAMS 9100 UMBER RUST\nP5 (ACCENT PAINT) SHERWIN WILLIAMS 6643 YAM\nCT1 (FIELD PORCELAIN TILE) DALTILE SEMI-GLOSS O412 LUMINARY GOLD 3\" X 6\" INSTALLED BRICK-JOINT\nCT2 (ACCENT PORCELAIN TILE) DALTILE SEMI-GLOSS Q094 CHIANTI 3\" X 6\" INSTALLED BRICK-JOINT\nPC5T 1(A (CACCCENENT TP APIONRTC) ELAIN TILE) SDHALETRIWLEI NS EWMILI-LGIALMOSS S6 6Q4039 Y0A PMUMPKIN SPICE 3\" X 6\" INSTALLED BRICK-JOINT\nFLOORS\nB1 (WALL BASE) JOHNSONITE 129 SILK\nVCT1 (FIELD VCT) AZROCK CORTINA COLORS V603-3 BUFF\nVCT2 (ACCENT VCT) AZROCK CORTINA COLORS V628-3 SANGRIA\nVCT3 (ACCENT VCT) AZROCK CORTINA COLORS V885-3 HONEY\nVCT4 (ACCENT VCT) AZROCK CORTINA COLORS V606 TOASTED CINNAMON\nCT4 (PORCELAIN FLOOR TILE) DALTILE KEYSTONES PORCELAIN DK13 CHOCOLATE BLEND 1 X 1\nCASEWORK\nL1 (HORIZONTAL LAMINATE) WILSONART 4862k-07 SANDY TOPAZ\nL2 (VERTICAL LAMINATE) NEVAMAR SANTA ROSA PLUM TREE WZ2001T\nALUMINUM WINDOW BLINDS\nBALI CONTRACT HORIZONTAL BLINDS 1\" 8 GAUGE SLAT FLAX 541\n\" 8\n7/\n1\n-\n1'\n1\n\" 8\n7/\n1\n-\n7'\n1\n\"\n0 -\n4'\n1\n22'-0\"\n\"\n0\n-\n0'\n1\n6'-0\" 16'-0\" 0\"\n4'- VCT2\n0\"\n13'-0\" 18'-0\" VCT4 2'-\n4\n'-0\n\"\n9'-7 5/8\" 7'-0\" VCT3\n15'-0\" 18'-0\"\n1'-01\"'-0\" 4'-0\" 1'-01\"'-0\" 7'-0\" 11'-0\"\n8 \" 0 \"\n5/ 3' -\n9\n-\n1'\n1'-01\"'-0\" 7'-4 1/4\" 19'-0\" 1\n\"\n0 4 \" - 0 \" 1' -\n9\n3/\n1\n6'\n- 0 \"\n1\n8' - 8' 1\n19'-0\"\n\" 0 - 2'\n18'-0\" \"\n0\n-\n3'\n0 \" 0 \" 8' - 6' - 0 \"\n1 0' -\n1 \"\n0\n-\n7'\n\"\n0 5' - 0 \" 6' - - 0 \" 16'-0\"\n1 2'\n8'-0\" 8'-0\"\n\"\n0\n- 4'\n18'-0\" \"\n0 \" - 8 7' 5/\n0\n-\n\" 1' 8 1 0 \" 5/ 15'-0\" 1 3' - 7' - 0\n\" 5'-0\" 16'-0\" 24'-0\" 8\n5/\n- 0 \" 5' - 0 2'-0\"\n1'\n1\n12'-0\" 18'-0\" 22'-0\" 7'-1 1/4\" VCT2\n\" 0\n- 12'-0\" 14'-0\" 15'-0\" 11'-1 1/4\" VCT4 4'\nVCT3 4'-0\"\n\" 0\n0 \" 1\n0' -\n6' -\n0 \"\n- 6'\n6'-7 5/8\" 10'-0\"\n\"\n4 1/\n8\n- 7'\nDate:\nDrawn By:\nChecked By:\nProject Number:\nSheet Name:\nSheet Number:\nMP\n60:80:4\n6102/61/5\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\n05/16/2016\nCN\nCG\n2016-08\nFINISH PLAN &\nSCHEDULE\nA7-1\nSTNEMUCOD\nNOITCURTSNOC\nFINISH SCHEDULE\nBASE HORIZONTA VERTICAL\nNUMBER NAME AREA WALL FINISH FLOOR FINISH FINISH L SURFACE SURFACE COMMENTS\n100 VEST. 55 SF P1,P3 VCT1, 2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n101 CORR. 1,927 SF P1, P3 VCT1, 2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n103 TROPHY CASE 38 SF P1, P3 VCT1, 2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n104 RECEPT. 140 SF P1, P5 VCT1 B1 L1 L2 SEE FINISH PLAN FOR PAINT LOCATIONS\n105 GATHERING AREA 280 SF P1, P2, P4, P5 VCT1, 2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n106 MTG ROOM 954 SF ETR ETR ETR ----- -----\n107 STORAGE 48 SF ETR ETR ETR ----- -----\n108 KITCHEN 249 SF ETR ETR ETR ----- -----\n109 PANTRY 36 SF ETR ETR ETR ----- -----\n110 ELEC. 70 SF ETR ETR ETR ----- -----\n111 VEST. 40 SF P1, P3 VCT1, 2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n112 MP ROOM 978 SF P1, P2, P3, P4, P5 VCT2, 3, 4 B1 ----- ----- SEE ELEVATIONS FOR ACOUSTICAL PANEL AND PAINT LOCATIONS. SEE FINISH PLAN FOR\nFLOORING LOCATIONS.\n113 STORAGE 80 SF P1 VCT1 B1 ----- -----\n114 CRAFT 419 SF P1 VCT1 B1 ----- -----\n115 KILNS 205 SF ETR ETR ETR ----- -----\n116 OFC. 168 SF ETR ETR ETR ----- -----\n117 OFC. 168 SF ETR ETR ETR ----- -----\n118 JAN. 24 SF ETR ETR ETR ----- -----\n119 MP ROOM 760 SF P1, P2, P3, P4, P5 VCT2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n120 STORAGE 71 SF P1 VCT1 B1 ----- ----- 121 TLT F 268 SF P1; CT1, CT2, CT3 CT4 CTB1 ETR ETR SEE FINISH PLAN AND ELEVATION FOR NEW TILE WALL LOCATION. PROVIDE SANIGLAZE\nON SPECIFIED SURFACEGLAZE RESTORATION ON ALL EXISTING TILE WALLS. PROVIDE SANIGLAZE\nWALL ONLY ENDURAGLAZE COATING ON NEW TILE FLOOR.\n122 SHOWERS F 53 SF P1 CT4 CTB1 ----- ----- PROVIDE SANIGLAZE SURFACEGLAZE RESTORATION ON ALL EXISTING TILE WALLS.\nPROVIDE SANIGLAZE ENDURAGLAZE COATING ON NEW TILE FLOOR.\n123 TLT M 407 SF P1; CT1, CT2, CT3 CT4 CTB1 ETR ETR SEE FINISH PLAN AND ELEVATION FOR NEW TILE WALL LOCATION. PROVIDE SANIGLAZE\nON SPECIFIED SURFACEGLAZE RESTORATION ON ALL EXISTING TILE WALLS. PROVIDE SANIGLAZE\nWALL ONLY ENDURAGLAZE COATING ON NEW TILE FLOOR.\nFINISH LEGEND\n124 SHOWERS M 120 SF ETR CT4 CTB1 ----- ----- PROVIDE SANIGLAZE SURFACEGLAZE RESTORATION ON ALL EXISTING TILE WALLS.\nPROVIDE SANIGLAZE ENDURAGLAZE COATING ON NEW TILE FLOOR. 1 1/2\" = 1'-0\"\n125 VEST. 38 SF P1, P3 VCT1, 2, 3, 4 B1 ----- ----- SEE FINISH PLAN FOR FLOORING LOCATIONS AND ELEVATIONS FOR PAINT LOCATIONS\n126 AK 273 SF ETR ETR ETR ----- -----\n127 GYMNASIUM 7,140 SF ETR ETR ETR ----- -----\n128 EQUIP. 177 SF ETR ETR ETR ----- -----\n129 STORAGE 132 SF P1 VCT1 B1 ----- -----\nREVISIONS\n# DATE DESCRIPTION\nFINISH PLAN\n1\n3/16\" = 1'-0\"",
  "NOTES: (THIS SHEET ONLY)\nMECHANICAL DEMOLITION FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nMechanical\nDemolition Floor Plan\nMD101\nR R R R\n25\n19 19\n15\nT 7 7\n10 13 13\n31\n1 GENERAL: AFTER REMOVAL OF MECHANICAL SYSTEMS, PATCH AND PAINT ADJACENT WALL,\n8 15 CEILING, FLOORS AND OTHER SURFACES TO MATCH EXISTING, UNLESS THESE SURFACES ARE\nUH 7 19 8 SHOWN TO BE REMOVED ON THE ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS\n9\nS 9 9 21 FOR AREAS THAT ARE TO BE REPAINTED BY ARCHITECTURAL.\n24 9 21\n15 (TYP) 2 GENERAL: ALL DUCT SIZES, IF SHOWN ARE BASED ON ORIGINAL DRAWINGS AND HAVE NOT BEEN\n36 VERIFIED. DUCT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL\n21 20 S EXISTING DUCT SIZES AND LOCATIONS.\n8\nS 31 3 GENERAL: CONTRACTOR SHALL PROVIDE WEATHER PROTECTION FOR ALL BUILDING OPENINGS\nRESULTING FROM MECHANICAL EQUIPMENT REMOVAL. 20 21 21\n14 13 14\n20 4 GENERAL: FOR REMOVED THERMOSTATS, ALL CONTROL WIRING AND CONDUIT THAT IS\n31 CONCEALED IN WALLS MY BE ABANDONED IN PLACE. ALL EXPOSED CONDUIT SHALL BE REMOVED.\nCONTRACTOR SHALL BE ALLOWED TO REUSE WALL J-BOXES AND CONDUITS IF NEW THERMOSTATS\n(TYP) (TYP) ARE SHOWN INSTALLED IN EXACT SAME LOCATION AS REMOVED THERMOSTAT. SEE NEW WORK\n8 FLOOR PLANS FOR LOCATION OF NEW THERMOSTAT. WHEN NO THERMOSTAT IS INSTALLED,\n35 CONSULTING\n36 25 27 27 REMOVE J-BOX AND INFILL WITH MORTAR AND PAINT AS SPECIFIED. COVER PLATES WILL NOT BE\nR ALLOWED. ENGINEERS\nD 20\n21 28 34 5 GENERAL: CONTRACTOR SHALL REMOVE ALL SUPPORTS (BEAM CLAMPS, JOIST HANGERS, ANGLE\n21 R IRON, UNISTRUT, DROP RODS, WALL BRACKETS, ETC.) FOR ALL REMOVED DUCTWORK, PIPING AND\n17 PHP'S 17 D G EQUIPMENT. ANDREWS, HAMMOCK\n26\n6 GENERAL: SEE \"GENERAL DEMOLITION\" PARAGRAPH IN SPECIFICATION SECTION 230513\n23 12 28 WH CONCERNING GENERAL DEMOLITION. ALL DEMOLITION SHALL BECOME PROPERTY OF & POWELL, INC.\n8 T 32 KILN CONTRACTOR AND SHALL BE LAWFULLY REMOVED FROM SITE.\nPHP 41 250 Charter Lane\n39 40\n14 33 (TYP) 7 REMOVE EXISTING EXHAUST DUCT AND SUPPORTS FROM THIS APPROXIMATE LOCATION.\nT T Suite 100\nS 38 28 36\n22 29 8 REMOVE EXISTING CEILING SUPPLY GRILLE FROM THIS APPROXIMATE LOCATION. SEE NEW WORK Macon, Georgia 31210\n45 R DRAWINGS FOR INSTALLATION OF NEW GRILLE.\n10 D\nPhone: (478)405-8301\n21 35 9 CONTRACTOR SHALL PROVIDE 26 GAUGE SHEET METAL PATCH PLATES. ATTACHED WITH SHEET\n21 (TYP) METAL SCREWS AND FULL PERIMETER MASTIC. INSULATE WITH 2\" DUCT WRAP INSULATION AND Fax: (478)405-8210\nR\n16 D FSK TAPE. FIELD VERIFY EXACT PATCH SIZE. WWW.AHPENGR.COM\n38 21\n10 EXISTING THERMOSTAT TO REMAIN AT THIS APPROXIMATE LOCATION.\n17\n8 17 28\n21 TC 11 EXISTING SIDEWALL EXHAUST FAN, HOUSING, DAMPERS, ETC., TO REMAIN AT THIS APPROXIMATE\nLOCATION. E ORG\nI\n12 REMOVE EXISTING THERMOSTAT FROM THIS APPROXIMATE LOCATION. SEE ALSO NOTE 4.\nG REGISTERED A\n11 17\n37 13 REMOVE EXISTING ROOF MOUNTED VENTILATOR AND ROOF CURB FROM THIS APPROXIMATE No. 17029\nLOCATION. PROFESSIONAL\n44 14 14 REMOVE EXISTING SIDEWALL SUPPLY GRILLE FROM THIS APPROXIMATE LOCATION. SEE NEW\n11 14\n14\n43\n16\n8 8 15 R\nW\nE\nO\nM\nR\nO\nK\nV\nD\nE\nR\nE\nA\nX\nW\nIS\nIN\nT\nG\nIN\nS\nG\nF\nS\nO\nU\nR\nP\nI\nP\nN\nL\nS\nY\nT A\nD\nL\nU\nL\nC\nA\nT\nT\n,\nI\nI\nO\nN\nN\nS U\nO\nL\nF\nA\nN\nT\nE\nIO\nW\nN\nG\nA\nR\nN\nIL\nD\nL E\nSU\n.\nPPORTS AS INDICATED UP TO SCOPE OF\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\n8 O 21 WORK SYMBOL.\n.T. T\nT\n15 16 REMOVE EXISTING SIDEWALL RETURN GRILLE FROM THIS APPROXIMATE LOCATION. SEE NEW\n9 WORK DRAWINGS FOR INSTALLATION OF NEW GRILLE.\n15 9 21 9 12\n21 21 17 EXISTING RETURN DUCT, INSULATION AND SUPPORTS TO REMAIN AT THIS APPROXIMATE\nLOCATION.\n17\n9\n8 18 EXISTING CEILING MOUNTED TRANSFER GRILLE TO REMAIN AT THIS APPROXIMATE LOCATION.\n17\n19 REMOVE EXISTING EXHAUST CEILING FAN FROM THIS APPROXIMATE LOCATION.\n26 T\n17 17\n23 12 20 EXISTING LOUVERED TRANSFER DOOR GRILLE TO REMAIN AT THIS APPROXIMATE LOCATION.\n15\nPHP 42 42 21 21 EXISTING SUPPLY DUCT, INSULATION AND SUPPORTS TO REMAIN AT THIS APPROXIMATE LOCATION.\n8\n8 8\n22 EXISTING PACKAGED HEAT PUMP AND SECURITY ENCLOSURE TO REMAIN AT THIS APPROXIMATE\nS\nLOCATION.\n22 15 8\n45 37 21 37 37 30 23 EXISTING FABRIC DUCT AND SUPPORTS TO REMAIN AT THIS APPROXIMATE LOCATION.\n21\n21 24 EXISTING GAS FIRED UNIT HEATER AND SUPPORTS TO REMAIN AT THIS APPROXIMATE LOCATION.\n37\n25 EXISTING LOUVER TO REMAIN AT THIS APPROXIMATE LOCATION.\n8\n8 8 26 EXISTING RETURN GRILLE TO REMAIN AT THIS APPROXIMATE LOCATION.\n27 EXISTING HEAT PUMP AND ALL ASSOCIATED APPURTENANCES AND CONCRETE PAD(S) TO REMAIN\nAT THIS APPROXIMATE LOCATION. PROVIDE BASELINE TAB REFRIGERANT PRESSURE READINGS TO\nINSURE PROPER UNIT OPERATION. REPORT ANY DEFICIENCIES TO THE OWNER.\n28 EXISTING VERTICAL FAN COIL UNITS AND ALL ASSOCIATED APPURTENANCES TO REMAIN AT THIS\nAPPROXIMATE LOCATION. PROVIDE BASELINE TAB AIRFLOW READING TO INSURE PROPER UNIT\n10 OPERATION. REPORT ANY DEFICIENCIES TO OWNER.\n24\nT 29 EXISTING OUTSIDE AIR DUCT AND SUPPORTS TO REMAIN AT THIS APPROXIMATE LOCATION.\nUH 25 30 REMOVE EXISTING RANGE HOOD FROM THIS APPROXIMATE LOCATION. EXISTING RANGE WILL BE\nREMOVED UNDER THIS PROJECT.\n31 EXISTING EXHAUST FAN/LIGHT SWITCH TO REMAIN AT THIS APPROXIMATE LOCATION.\n32 EXISTING WATER HEATER.\n33 EXISTING FLOOR DRAIN.\n34 EXISTING GAS METER AND PIPING.\n25\n35 EXISTING CONDENSATE DRAIN PIPING TO REMAIN AT THIS APPROXIMATE LOCATION. ALL PIPING\nNOT SHOWN FOR CLARITY.\n36 EXISTING REFRIGERANT PIPING, INSULATION AND SUPPORTS TO REMAIN AT THIS APPROXIMATE\nLOCATION. ALL PIPING NOT SHOWN FOR CLARITY.\n37 EXISTING CEILING FAN. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS.\n38 REMOVE EXISTING TIME CLOCK IF IT SERVES HVAC EQUIPMENT. NEW THERMOSTATS WILL HAVE\nBUILT IN TIME CLOCK FOR SCHEDULING PURPOSES.\n39 EXISTING KILN TO REMAIN.\n40 REMOVE EXISTING SIDEWALL EXHAUST FAN FROM THIS APPROXIMATE LOCATION. PROVIDE PAINT\nGRIP SHEET METAL TO COVER OPENING. PAINT TO MATCH INTERIOR AND EXTERIOR WALL COLORS.\n41 EXISTING ROOF CURB AND INTAKE VENTILATOR TO REMAIN AT THIS APPROXIMATE LOCATION.\n42 REMOVE EXISTING CEILING RETURN GRILLE FROM THIS APPROXIMATE LOCATION. SEE NEW WORK\nDRAWINGS FOR INSTALLATION OF NEW GRILLE.\n43 REMOVE EXISTING OVERRIDE TIMER.\n44 EXISTING EXHAUST FAN STARTERS ARE LOCATED WHERE NEW DOORS WILL BE INSTALLED.\nCOORDINATE WITH OWNER REMOVAL OR RELOCATION OF EXISTING FAN STARTERS.\n45 EXISTING DUCT MOUNTED SMOKE DETECTOR TO REMAIN.\nDate:\nDrawn By:\nChecked By: RRM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016\nWDD",
  "MP ROOM\n119\nR\nHP-1\nSTORAGE 120\nTLT F\nSTORAGE SHOWERS F 121 129 122\nA SHOWERS M\n124\n75\nTLT M NOTES:\n(THIS SHEET ONLY)\n123\nJAN.\n118\n6\"Ø 2\nI I VEST.\n125\nA 450 450\n75\n1\n2 S\nG G EXISTING EXISTING HP-A&B\n36 X 36 FCU-A&B\n2 EXISTING HP-C&D\nB\n150 G G 36 X 36\nOFC.\n117 I\n450 AK\n126\n23\nKILNS\nT STORAGE 115\n113\nE\n2 D 2\nB GATHERING AREA E 105 500 150\nMP ROOM\nOFC. 112 7\n116\nS\nEXISTING 1 I\nFCU-C&D 9 450 E\nC 2 CRAFT C 2\nGYMNASIUM EQ 12 U 8 IP. E 350 114 350\n127\nEXISTING HP/FCU-C&D\nA 12\"Ø 25\n90\n2 H H H 7\n550 550 550\nRS\n18 X 8 T 18 X 8 18 X 8\n8\n5 5 5\nA 6\"Ø VEST.\n8\" DROP B 6 24 26 B 111\n130\n140 2 140\nRECEPT.\n104\nCORR.\n101 F F\nC 2\n10\"Ø\n350\n12\"Ø 4\nC\n10\"Ø 300\nC C KITCHEN\n108 375 375\nTROPHY CASE 2 2\n103 C\nMTG ROOM\n300 106\nVEST.\n100\nC C STORAGE ELEC.\n107 110\n375 375\n2 2 PANTRY\n109\nMECHANICAL NEW WORK FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nMechanical New\nWork Floor Plan\nM101\nR\n15\n14\"Ø\n15\nC C C\n250 200 250\n10\"Ø 10\"Ø\n10\"Ø 14\"Ø\n14\"Ø\n11 18 10\"Ø\nC\n17 15\n250\n10\"Ø 10\"Ø\nC\nF\n8\"Ø C 250\n14\"Ø\n200 12\"Ø\n8\"Ø 16\"Ø\n12 16\"Ø\n10\"Ø\nFCU-1\nMVD 24 X 24 10\"Ø\n19 T 6\"Ø\n22\n10\n28 14\n26 16 20 X 8\n3 4\" D\nEF-2 EF-1\nA 20 FCU-1 16\"Ø 20 X 8 450\n75 BPIU-1 13 450 6\"Ø\n21 J J\n175 150\n6\"Ø\n6\"Ø\n8\"Ø\n8\"Ø 9\n9 9 9\nJ 1 NEW DUCT MOUNTED SMOKE DETECTOR. PROVIDED AND WIRED BY ELECTRICAL BUT\n150 INSTALLED BY MECHANICAL HVAC CONTRACTOR. DETECTOR SHALL BE MOUNTED IN DUCT\nLOCATION AFTER SUPPLY DUCTS ARE TWINNED TOGETHER.\nEF-3\nCONSULTING\n2 NEW SUPPLY GRILLE SHALL BE REBALANCED FOR INDICATED AIRFLOW AND RECONNECTED\nTO EXISTING DUCT. CONTRACTOR SHALL PROVIDE ANY NECESSARY DUCT TRANSITIONS ENGINEERS\n2 2 AND EXTENSIONS FOR CONNECTION FROM EXISTING FLEX/DUCT TO NEW SUPPLY GRILLE\n75 CONNECTION.\n3 MOUNT 36 X 36 SIDEWALL TRANSFER GRILLE WITH TOP ELEVATION AT 14'-8\" A.F.F. ANDREWS, HAMMOCK\nCOORDINATE EXACT LOCATION OF GRILLE WITH THE NEW TECTUM PANELS. SEE\n3 3 ARCHITECTURAL PLANS FOR EXACT LOCATIONS.\n& POWELL, INC.\n4 CONTRACTOR SHALL PROVIDE NEW 24 X 24 LINED (1 2\" LINER) PLENUM ATOP NEW\n250 Charter Lane\nEGGCRATE RETURN GRILLE. EXISTING 15 X 12 DUCT (FIELD VERIFY SIZE) SHALL BE\nMODIFIED TO TAP INTO TOP OF THE NEW PLENUM ATOP THE NEW RETURN GRILLE. Suite 100\n3 3 5 CONTRACTOR SHALL TAP NEW 18 X 8 SUPPLY DUCT TO THE EXISTING MAIN SUPPLY DUCT Macon, Georgia 31210\nAT THIS APPROXIMATE LOCATION. CONTRACTOR SHALL ROUTE THE DUCT TO THE NEW Phone: (478)405-8301\nSUPPLY GRILLE AND PROVIDE NECESSARY DUCT OFFSETS. BALANCE GRILLE FOR\n2 INDICATED AIRFLOW. CONTRACTOR SHALL MOUNT BOTTOM ELEVATION OF THE GRILLE Fax: (478)405-8210\n11'-11\" A.F.F. COORDINATE EXACT LOCATION OF GRILLE WITH THE NEW TECTUM PANELS.\n10 24 26 SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS. WWW.AHPENGR.COM\n6 MOUNT NEW THERMOSTAT WITH BOTTOM ELEVATION 4'-6\" A.F.F. PROVIDE REMOTE SPACE\nTEMPERATURE SENSOR AS SHOWN AND CONNECT TO THERMOSTAT.\nH\nEX\nP/\nI\nF\nS\nC\nT\nU\nIN\n-\nG\nA&B 7 CONTRACTOR SHALL EXTEND RETURN DUCT(S) (AS REQUIRED) AND MOUNT THE NEW E\nORG\nI\nG\nRE\nR\nT\nIL\nU\nL\nR\nE\nN\nD\nG\nIM\nRI\nE\nL\nN\nL\nS\nE\nI\nS\nO\nI\nN\nN\nS\nS\n.\nA\nG\nM\nR\nE\nIL\nL\nL\nO\nE\nC\nD\nA\nIM\nTI\nE\nO\nN\nN\nS\n.\nI O\nE\nN\nN\nS\nG I\nA\nN\nR\nE\nE\nE R\nA P\nW\nPR\nA\nO\nS\nX\nU\nI\nN\nM\nA\nA\nB\nT\nL\nE\nE\nL\nT\nY\nO\n3 0\nF I\nX\nE L\n1\nD\n8 (\nM\nEA\nE\nC\nA\nH\nSU\n) B\nR\nU\nE\nT\nR ETURN G REGISTERED A\nCONTRACTOR SHALL FIELD VERIFY EXACT SIZES PRIOR TO ORDERING NEW GRILLES.\nNo. 17029\nPROFESSIONAL\n8 CONTRACTOR SHALL TAP NEW 8\"Ø BELLMOUTH WITH DAMPER OUT THE BOTTOM OF THE\nEXISTING MAIN SUPPLY DUCT TO A NEW SUPPLY GRILLE AS SHOWN. BALANCE GRILLE FOR\nINDICATED AIRFLOW.\n9 CONTRACTOR SHALL TAP NEW BELLMOUTH WITH DAMPER OF INDICATED SIZE OUT OF THE\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\nEXISTING MAIN SUPPLY DUCT TO A NEW SUPPLY GRILLE(S) AS SHOWN. BALANCE GRILLE(S)\nFOR INDICATED AIRFLOW.\n2 10 MOUNT NEW THERMOSTAT WITH BOTTOM ELEVATION 4'-6\" A.F.F.\n11 NEW HEAT PUMP. SEE HEAT PUMP/CONDENSING UNIT DETAIL.\n12 NEW CONCRETE PAD. SEE CONCRETE PAD DETAIL.\n13 NEW VERTICAL FAN COIL UNIT. SEE VERTICAL FAN COIL UNIT AND BIPOLAR IONIZATION\nUNIT DETAILS.\n14 FILTER RACK. SEE FILTER RACK DETAIL.\n15 14\"Ø EXHAUST DUCT IS ROUTED TO TRIANGULAR GABLE ROOF VENT AT THIS APPROXIMATE\nLOCATION. PROVIDE SHEET METAL BLANK-OFF TO CONNECT DUCT TO GABLE VENT AS\nREQUIRED. SEE ARCHITECTURAL PLANS FOR EXACT GABLE VENT LOCATION.\n16 FLOOR DRAIN. SEE PLUMBING DRAWINGS FOR EXACT LOCATION.\n17 PIPE SLEEVE. SEE REFRIGERANT PIPE SLEEVE DETAIL.\n18 REFRIGERANT PIPE SHALL BE ROUTED IN A NEAT WORKMANLIKE MANNER TO ASSOCIATED\nINDOOR/OUTDOOR EQUIPMENT. SUSPEND PIPE WITH PIPE HANGERS. SEE PIPE HANGER\nDETAIL.\n19 14 X 14 EGGCRATE (PRICE MODEL 82) MOUNTED IN SOFFIT. PROVIDE INSECT SCREEN ON\nBACKSIDE OF EGGCRATE.\n20 CONDENSATE TRAP. SEE CONDENSATE TRAP DETAIL. ROUTE3 4\" PVC CONDENSATE PIPE\nTO FLOOR DRAIN.\n21 SUPPLY DUCT FROM NEW FAN COIL UNIT RISES AND TRANSITIONS TO 16\"Ø DUCT. DUCT\nSHALL BE ROUTED THRU ACT CEILING (NEATLY FINISH OFF PENETRATION AT CEILING) AND\nOFFSETS AS REQUIRED TO FIT THRU BOTTOM CHORD(S) OF TRUSSES INTO ATTIC SPACE.\nCONTRACTOR SHALL COORINDATE EXACT DUCT ROUTING BASED ON CROSS\nBRACING/PLACEMENT OF THE TRUSS SYSTEM.\n22 RETURN DUCT OF INDICATED SIZE FROM NEW FAN COIL UNIT RISES FROM RETURN AIR\nPLENUM/DUCT AND IS THEN ROUTED THRU ACT CEILING (NEATLY FINISH OFF PENETRATION\nAT CEILING) AND OFFSETS AS REQUIRED TO FIT THRU BOTTOM CHORD(S) OF TRUSSES\nINTO ATTIC SPACE. CONTRACTOR SHALL COORDINATE EXACT DUCT ROUTING BASED ON\nCROSS BRACING/PLACEMENT OF THE TRUSS SYSTEM.\n23 BALANCE EXISTING OUTSIDE AIR DUCT FOR 350 CFM AT EACH CONNECTION. PROVIDE MVD\nAT CONNECTION TO RETURN DUCT TO BALANCE AIRFLOW.\n24 PROVIDE CARRIER EDGE PRO 33CS THERMOSTAT (OR EQUAL) TO PROVIDE APPROPRIATE\nNUMBER OF COOLING/HEATING STAGES TO CONTROL EXISTING SYSTEMS. SEE CONTROL\nSEQUENCE OF OPERATION IN SPECIFICATION FOR MORE DETAILED INFORMATION.\nPROGRAMMABLE THERMOSTAT SHALL SERVE AS TIMECLOCK AND SCHEDULE. DO NOT\nROUTE LOW VOLTAGE THRU EXISTING TIMECLOCK. PROVIDE NEW CONTROL WIRING AS\nREQUIRED TO ACCOMPLISH THIS.\n25 PROVIDE OPTIONAL REMOTE SPACE TEMPERATURE SENSOR FOR EDGE PRO THERMOSTAT.\n26 PROVIDE OPTIONAL REMOTE OUTSIDE AIR TEMPERATURE SENSOR FOR EDGE PRO\nTHERMOSTAT TO DISPLAY OUTSIDE AIR TEMPERATURE AT THERMOSTAT.\n27 GENERAL: ALL ROUND DUCT TAKEOFFS FROM MAIN ROUND OR RECTANGULAR DUCTS\nSHALL BE IN ACCORDANCE WITH BELLMOUTH OR 90º SADDLE TAP TAKEOFF DETAILS.\n28 PROVIDE RECTANGULAR TO ROUND ADAPTER ATOP RETURN GRILLE. SEE DETAIL.\nDate:\nDrawn By:\nChecked By: RRM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016\nWDD\nR R R R\nT\nUH\nS\nS\nS\nG\nWH KILN\nPHP\nT T\nS\nPHP\nS\nT\nUH",
  "OUTLINE OF HVAC UNIT.\nHVAC UNIT DIMENSION PLUS 6\" (MINIMUM) AND/OR\nDIMENSION NECESSARY TO ALLOW RETURN AIR\n1\" FILTER, 24 X 24 ON ACCESS DOOR, INDICATE FILTER\nDUCT CONNECTION\nSIZE WITH A PERMANENT MARKER\nSTEEL HANGER ROD. SEE SPECIFICATIONS HVAC UNIT DIMENSION PLUS 6\"\nFULL LENGTH PIANO HINGE FOR SIZES AND SPACING.\nACCESS DOOR\nHEX BOLT AND LOCKWASHER\n(TOP AND BOTTOM)\nCAM LOCKS\n28\" AND/OR DIMENSION NECESSARY TO\nALLOW RETURN AIR DUCT CONNECTION\nDI ( A S . E E\n-\nP\n‚\nLA\n\" NS)\nRETURN DUCT/ PIPE HANGER. S F E O E R S T P Y EC PE S . . PIPING\nPLENUM\nBUTT AND WELD (TYPICAL)\nPROVIDE COAT OF BLACK RUST\nINHIBITIVE PAINT ON ALL METAL 2 X 2 X1 4 ALL WELDED\nCOMPONENTS. ANGLE IRON FRAME WITH 2 COATS\nOF RUST PROHIBITIVE PAINT\nSHEET METAL BOTTOM AND SIDES\nWITH 1\" INTERNAL LINER\nFULL PERIMETER GASKET HVAC EQUIPMENT\nINSULATION SHIELD\nINSULATION (WHERE SPECIFIED)\nFILTER IN FILTER TRACKS\nRETURN AIR DUCT CONNECTION\nCONTRACTOR FABRICATED\nPIPE/REFRIGERANT HANGER DETAIL RETURN AIR PLENUM STAND DETAIL\nFILTER ACCESS PANEL DETAIL\nSCALE: NONE SCALE: NONE\nSCALE: NONE\nWELDED WIRE MESH AT 3000 PSI CONCRETE\nMID DEPTH OF SLAB 1\" CHAMFER\n6\" X 6\" 10 /10 WWF\nGRADE SEE SPECIFICATIONS\nFOR PAD HEIGHT ABOVE\nADJACENT GRADE\n2\" MINIMUM\nSHEET METAL SCREWS ON 6\" CENTERS\nFOAM GASKET DUCT MASTIC\nEXTERIOR CONCRETE PAD\nEXTERIOR VAPOR BARRIER (ONLY) SECURED TO DUCT\nCONCRETE EQUIPMENT PAD DETAIL\nFITTING WITH NYLON \"ZIP-STRIP\" BAND\nSCALE: NONE\nSECURE INNER DUCT TO FITTING WITH NYLON ZIP PROVIDE SECURITY ENCLOSURE FOR STRIPBAND. IN ADDITION TO NYLON STRIPBAND, OPENING IN SIDE OF RECTANGULAR SHEET METAL\nMAINTAIN MANUFACTURERS RECOMMENDED A OU N T D D S O C O H R E D U U N L IT E . F S O E R E E S X PE A C C I T F I R C E A Q T U IO IR N E S MENTS. SEAL INNER CORE TO DUCT WITH DUCT TAPE. S D N U I C P T S . S D H I A A L M L E B T E E R C U O T F W OP IT E H N I D N R G I L S L H - A CU LL T T M E A R T O C R H T IN\nCLEARANCE FOR SERVICE AND AIRFLOW INNER DIAMETER OF FOAM GASKET OR DIAMETER\n(AS A MINIMUM, MAINTAIN 24\" BETWEEN RECOMMENDED BY TAKEOFF MANUFACTURER.\nUNITS AND 30\" FROM UNIT TO WALL.)\nFLEXIBLE DUCTWORK R-8 DUCT WRAP INSULATION FOR SUPPLY AND RETURN DUCT\nFULL SIZE REFRIGERANT FILTER-DRIER MAINTAIN MANUFACTURERS RECOMMENDED\nBAKELITE LABEL WITH AC UNIT\nIN LIQUID LINE. PROVIDE BI-DIRECTIONAL CLEARANCE FOR SERVICE AND AIRFLOW\nEQUIPMENT \"TAG\" MAIN ROUND TRUNK DUCT DRAIN CONNECTION\nTYPE FOR HEAT PUMPS. (AS A MINIMUM, MAINTAIN 24\" BETWEEN\nUNITS AND 30\" FROM UNIT TO WALL.) DRAIN PIPE SHALL BE AT LEAST\nTHE SAME DIAMETER AS THE NIPPLE\nON THE DRAIN PAN CONNECTION\n90º SADDLE TAKEOFF COLLAR WITH DAMPER SIMILAR\nTO CROWN PRODUCTS MODEL #314. OPEN END NIPPLE\nEXTERIOR WALL\nCONCRETE PAD. SEE\nCONCRETE EQUIPMENT SEE SPECIFICATIONS FOR\nR T E Y F P R E I G A E C R R A C N O T P P P I E P R E PAD DETAIL. FOR SUPPLY/RETURN DUCTS, INSULATE ENTIRE FITTING (EXCEPT OPERATOR HANDLE) PIPE REQUIRED MATERIAL 3\"\nWITH R-8 DUCTWRAP SEALED WITH FSK TAPE TO FLEX DUCT VAPOR\nBARRIER (NOT SHOWN FOR CLARITY)\nPROVIDE 2 COATS ARMAFLEX FINISH\nSLOPE AS REQUIRED\nON ALL EXTERIOR REFRIGERANT UNION\nSUCTION PIPING INSULATION. INSULATION R S CONDENSING UNIT OR HEAT PUMP. IN SPECIFICATIONS\nSHALL THEN BE COVERED WITH ALUMINUM RL R S INSTALL LEVEL. ANCHOR TO CONCRETE 90° SADDLE TAP TAKEOFF FITTING DETAIL 11 2\"\nJACKET. RL PAD. SEE PLANS FOR QUANTITY.\nLIQUID AND SUCTION LINE CHARGING/SERVICE SCALE: NONE PIPE NIPPLE\nPIPE CLAMP. PROVIDE FOR REFRIGERANT VALVES AT UNIT.\nPIPING, CONTROL CONDUIT, AND POWER\nCONDUIT. PROVIDE BAKED ENAMEL FINISH. CONDENSATE DRAIN TRAP DETAIL\nLIQUID-TITE FLEX CONTROL\nPROVIDE ELASTOMERIC CUSHION AROUND\nCONDUIT AT UNIT\nREFRIGERANT LIQUID PIPING.\nSCALE: NONE\nPIPING ARRANGEMENT IS ILLUSTRATIVE UNISTRUT CHANNEL. PROVIDE SUFFICIENT LENGTH FOR\nSEE FLOOR PLANS FOR QUANTITY OF QUANTITY OF PIPES AND CONDUIT MOUNTED ON CHANNEL.\nUNITS, EXACT REFRIGERANT PIPE ANCHOR UNISTRUT TO CONCRETE PAD. PROVIDE BAKED\nROUTING, ETC. ENAMEL FINISH.\nHEAT PUMP/CONDENSING UNIT DETAIL\nSUPPLY FAN IN FCU\nSCALE: NONE OUTSIDE PIPE PENETRATES\nWALL NEAR GRADE LEVEL\n24 VDC TERMINATE SLEEVE FLUSH\nWITH WALL\nTO 24VAC FAN EXTERIOR PAINTABLE SILICON CAULK.\nTERMINALS AT\nPAINT TO MATCH EXTERIOR\nFCU 20 GAUGE GALVANIZED\nSTEEL SHEET METAL\nEXTERIOR WALL. SEE ARCHITECTURAL PLANS FOR CONSRTUCTION.\nSLEEVE\nNEEDLEPOINT ELECTRODES\nREFRIGERANT PIPE DROPS\nIN WALL AS REQUIRED\nBI-POLAR IONIZATION UNIT MOUNTED\nINSIDE UNIT IN SUPPLY AIRSTREAM.\nLED CONFIRMING IONIZATION OPERATION\nINSULATED SUPPLY DUCT AS SPECIFIED. ADDITIONALLY, PROVIDE DUCT FIRE RESISTANT FOAM OF APPROPRIATE\nLINER (RECTANGULAR DUCT) IN RISE AND AS SHOWN ON FLOOR PLANS. THICKNESS TO MAINTAIN WALL'S FIRE\nTRANSITION FROM UNIT CONNECTION\nDUCT RISES, AND OFFSETS AS REQUIRED. SEE PLANS. RATING (1\" MINIMUM THICKNESS)\nSIZE TO DUCT SIZE SHOWN ON PLANS.\nBI-POLAR IONIZATION CONTROL DETAIL UNINSULATED REFRIGERANT LIQUID PIPE\nINSULATED REFRIGERANT\nPOWER CONDUIT (BY ELEC.) SUCTION PIPE\nINSIDE\nVERTICAL FAN COIL UNIT SCALE: NONE\nBPIU. SEE BIPOLAR IONIZATION DETAIL.\nREFRIGERANT SUCTION & PIPE SLEEVE DETAIL -\nLIQUID LINE. RETURN DUCT RISES FROM RETURN PLENUM,\nELBOWS, AND IS ROUTED TO RETURN GRILLE/PLENUM.\nREFRIGERANT PIPE THRU EXTERIOR WALL\nFCU UPPER ACCESS PANEL\nSCALE: NONE\nMVD\nCONTROL WIRING\n8\"Ø\nINSULATED VENTILATION OA DUCT CONNECTS TO RETURN DUCT.\nSEE FLOOR PLANS FOR CONTINUATION AND DUCT SIZE.\nFCU LOWER ACCESS PANEL 16\"Ø DUCT MASTIC\nFOAM GASKET\nDUCT\nTRAPPED PVC CONDENSATE DRAIN PIPING ROUTED TO SHEET METAL SCREWS\nFLOOR DRAIN. SEE CONDENSATE DRAIN TRAP DETAIL. ON 4\" CENTERS\nDUCT\n3\" DUCT WRAP INSULATION FOR SUPPLY DUCT\nBELLMOUTH TAKEOFF W/M.V.D. ON ROUND DUCT.\nEXTERIOR VAPOR BARRIER (ONLY) SECURED TO OPENING IN SIDE OF RECTANGULAR\nFITTING WITH NYLON \"ZIP-STRIP\" BAND SHEET METAL DUCT SHALL BE CUT\nWITH DRILL-CUTTER (NOT TIN SNIPS).\nSECURE INNER DUCT TO FITTING WITH1 2\" WIDE STAINLESS DIAMETER OF OPENING SHALL MATCH\nSTEEL DRAWBAND. CONTRACTOR SHALL NOT UTILIZENYLON INNER DIAMETER OF FOAM GASKET.\nLINED (1\" LINER) RETURN AIR PLENUM. FILTER RACK. SEE FILTER \"ZIP-STRIP\" BAND TO SECURE INNER DUCT TO FITTING CONNECTS TO SIDE OF FCU SUPPORT RACK DETAIL. 24 X 24\nPLENUM.\nFLEXIBLE DUCTWORK\n1\" X 1\" X1 8\" ANGLE DUCT SUPPORT LEGS\nFLOOR SLAB\nLINED (1\" LINER) FCU SUPPORT LENGTH OF RETURN PLENUM SHALL BE SIZED BY CONTRACTOR\nPLENUM STAND. SEE PLENUM STAND DETAIL. TO ALLOW CONNECTION OF RETURN DUCT AND VENTILATION DUCT.\nBELLMOUTH OR 45^ FITTING WITH DAMPER\nFOR SUPPLY DUCTS, INSULATE ENTIRE FITTING (EXCEPT OPERATOR HANDLE)\nWITH 3\" THICK DUCTWRAP SEALED WITH FSK TAPE TO FLEX DUCT VAPOR\nVERTICAL FCU DETAIL BARRIER (NOT SHOWN FOR CLARITY) Mechanical\nSCALE: NONE PROVIDE OPTIONAL EXTENDED NECK SHAFT Details\nFOR INSULATED DUCTS TO CLEAR INSULATION THICKNESS\nGENERAL: INSURE ALL ACCESS PANELS AND FILTER RACK ARE\nFREE TO OPEN FULLY AND ARE NOT OBSTRUCTED BY PIPING,\nBELLMOUTH AND 45° FITTING TAKEOFF DETAIL\nCONDUITS, ETC.\nSCALE: NONE\nM501\n\"3\nROUND DUCT COLLAR\n\"\nDIM.\n+\n‚\nDIM.\n+\n‚\n\"\nRECTANGULAR TO ROUND FLAT ADAPTER\nSCALE: NONE\nNOTES:(THIS DETAIL ONLY)\n1 PAINT INTERIOR OF BOX MATTE BLACK.\n2 MINIMUM 26 GAUGE GALV. SHEET METAL.\n3 PROVIDE1 2\" DUCT LINER ON RETURN DUCT APPLICATIONS AND NO LINER\nON EXHAUST APPLICATION.\n4 ADAPTER MAY BE FABRICATED BY CONTRACTOR OR PROVIDED BY\nCROWN PRODUCTS MODEL #666 ADAPTER OR EQUAL.\n\"3\nCONSULTING\nENGINEERS\nANDREWS, HAMMOCK\n& POWELL, INC.\n250 Charter Lane\nSuite 100\nMacon, Georgia 31210\nPhone: (478)405-8301\nFax: (478)405-8210\nWWW.AHPENGR.COM\nE\nORG\nI\nG REGISTERED A\nNo. 17029 PROFESSIONAL\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\nNOTE: DETAIL IS TYPICAL FOR ALL FLEX DUCT RUNOUTS TO DIFFUSERS.\nSTAINLESS STEEL DRAW\nBAND ON INNER DUCT\nNYLON ZIP STRIP ON OUTER VAPOR BARRIER.\nINSURE INSULATION IS PULLED DOWN WITH\nVAPOR BARRIER SO NO DUCTWORK IS\nFLEX DUCT UNINSULATED\n3 GORE ADJUSTABLE ELBOW. INSULATE ON SUPPLY DUCTS.\nSQUARE TO ROUND TRANSITION (WHERE ELBOW CONNECTS TO SQUARE NECK DIFFUSERS) PROVIDE ROUND TO ROUND TRANSITION WHERE GRILLE Date:\nNECK SIZE DIFFERS FROM CONNECTING DUCT SIZE (EITHER LARGER OR\nINSULATION BLANKET ON TOP\nSMALLER). INSULATE ON SUPPLY DUCTS.\nOF SUPPLY DIFFUSERS\nCEILING BY ARCHITECTURAL Drawn By:\nChecked By: RRM\nCEILING GRILLE\nCEILING GRILLE DUCT CONNECTION DETAIL\nProject Number: 2016-08\nSCALE: NONE\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016\nWDD",
  "FAN COIL UNITS FILTERS LEGEND\nTAG C N M A U O R M R D B I E E E L R R NET T C M O O T B O A H L L ING NE S T E N C M O S B I O H B L L I E NG S T U C O P F T P M A L L Y C O F A M HT M G IN B . T H C . AP. KW H A U T @ G X 2 . . 08 A I P N E P . S R W P O G X. B M L O O H T W P O E R R °F E D N B TERING AIR T ° E F M W P B . NOTES: F T IL Y T P E E R F C IL A N T M E U F R M IL M B F E O A R D R E R L APPLICATION DR M P O D A P I X @ N I M I W N U G IT M IA P L R E F S A S C U E R V E F E P D L M R O O C P ITY A M SH E R R A V E TH F I I C L K T N ER ESS NOTES: 5 A 00 GRILLE, REGISTER, DIFFUSER DESIGNATION ABOVE WITH CFM SHOWN BELOW FOR TAB AGENT TO BALANCE DEVICE AT\nFCU-1 FV4C 44 32 1400 200 24 7.5 0.70 3/4 78 65 1:2:3:4:5:6:7:8:9:10:11 PLEATED AERO PLEAT FCU-1 .23 500 7 1\" 1:2:3:4 16 X 12 DUCT SIZE: FIRST DIMENSION IS SIDE DRAWN\n1. VERTICAL DRAW THRU FAN COIL UNIT WITH SINGLE WALL CONSTRUCTION AND 1\" THICK R4.2 INTERIOR INSULATION, PROVIDE BAKED ENAMEL FINISH. SEE VERTICAL FCU DETAIL.\n1. UL CLASS 2, MEDIUM EFFICIENCY, COTTON AND SYNTHETIC MEDIA FILTER. RIGID ROUND DUCTWORK OR FLUE PIPING\n2. COOLING CAPACITIES BASED ON AIR ENTERING EVAPORATOR AT SCHEDULED CONDITIONS AND MATCHED WITH INDICATED HEAT PUMP UNIT. 2. PROVIDE RIGID HEAVY DUTY FRAME BONDED TO MEDIA WITH WELDED WIRE PLEATED SUPPORT GRID TO MAINTAIN RADIAL PLEAT. FLEXIBLE ROUND DUCTWORK\n3. HEATING CAPACITY BASED ON 70°F RETURN AIR AND OUTDOOR AIR AT 17°F, AND MATCHED WITH INDICATED HEAT PUMP UNIT. 3. FILTER MINIMUM EFFICIENCY REPORTING VALVE (MERV) RATING BASED ON EVALUATION IN ACCORDANCE WITH ASHRAE STANDARD 52.2-1999. RECTANGULAR - TO - ROUND DUCT TRANSITION\n4. PROVIDE DX COOLING COIL WITH FACTORY INSTALLED THERMOSTATIC EXPANSION VALVE FOR REFRIGERANT CONTROL. 4. CONTRACTOR SHALL PROVIDE 1 EXTRA SET OF FILTERS FORE ACH NEW UNIT, IN ADDITION TO THE CLEAN FILTERS INSTALLED IN THE UNIT WHEN TURNED OVER TO THE OWNER. FLEXIBLE CONNECTION\n5. SCHEDULED CAPACITIES ARE OVERALL CAPACITIES FOR MATCHED HEAT PUMP UNIT AND EVAPORATOR COIL WITH 2°F LINE LOSS. ACOUSTICAL/THERMAL DUCT LINER -1 2\" THICK OR 1\" THICK, RESPECTIVELY\n6. EXTERNAL STATIC PRESSURE SCHEDULED DOES NOT INCLUDE WET COOLING COIL, CASING, ELECTRIC HEAT COIL OR FILTER LOSSES. BLOWER MOTOR MUST OVERCOME E.S.P. AT CONNECTED VOLTAGE. SQUARE ELBOW WITH TURNING VANES\n7. PROVIDE UNIT MOUNTED FACTORY PROVIDED FIELD INSTALLED ELECTRIC STRIP HEATERS OF INDICATED KW AT CONNECTED VOLTAGE. PROVIDE SINGLE POINT UNIT POWER CONNECTION FOR ENTIRE UNIT. EXHAUST FANS 45° BRANCH ENTRY FITTING\n8. PROVIDE FAN MOTOR CONTACTOR, TERMINAL STRIP, AND ALL CONTROLS. SD SMOKE DAMPER\n9. PROVIDE DOUBLE SLOPED REMOVABLE CONDENSATE DRAIN PAN. PROVIDE TRAPPED CONDENSATE DRAIN. SEE CONDENSATE DRAIN TRAP DETAIL. GREENHECK FAN STATIC MAX FD FIRE DAMPER.\nTAG MODEL CFM PRESSURE FAN RPM MOTOR HP NOTES:\nSONES\n10.PROVIDE VARIABLE SPEED ECM SUPPLY FAN MOTOR. NO. IN W.G. FD/SD COMBINATION MOTORIZED FIRE/SMOKE DAMPER.\n11.PROVIDE CARRIER THERMIDISTAT PERFORMANCE EDGE MODEL TP-PRH-01 PROGRAMMABLE TEMPERATURE/HUMIDITY CONTROLLER. THERMOSTAT/CONTROLLER SHALL BE PROVIDED BY EQUIPMENT MANUFACTURER. EF-1 SPA-700 450 0.30 1100 350 WATTS 2.5 1:2:3:4 MVD MVD MANUAL VOLUME DAMPER (OPPOSED BLADE)\nEF-2 SPA-700 450 0.30 1100 350 WATTS 2.5 1:2:3:4 AVD AVD AUTOMATIC VOLUME DAMPER (POWERED OPEN, SPRING CLOSE)\nEF-3 SP-B90 75 0.25 700 50 WATTS 2.5 1:2:3:4 AP ACCESS PANEL IN SIDE OF DUCT\nWS WALL SLEEVE FOR TRANSFER OF RETURN AIR (LOCATED ABOVE CEILING)\n1. CENTRIFUGAL CEILING EXHAUST FAN WITH INTEGRAL GRILLE, FLAPPER BD DAMPER, PLUG AND CORD SET AND MOUNTING BRACKETS. PROVIDE FACTORY, GRILLE MOUNTED MOTION SENSOR.\nDOOR GRILLE\n2. DIRECT DRIVE.\nBELLMOUTH TAKE-OFF COLLAR AT RUN-OUT W/BALANCING DAMPER. SEE BELLMOUTH AND 45° FITTING TAKEOFF DETAIL.\n3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH.\n90° ROUND SADDLE TAP TAKEOFF WITH BALANCING DAMPER. SEE 90° SADDLE TAP FITTING DETAIL.\n4. PROVIDE SPEED CONTROLLER.\nSUPPLY DUCT TO OR FROM ABOVE\nRETURN OR EXHAUST DUCT TO OR FROM ABOVE\nCONSULTING\nINDICATES EQUIPMENT ON ROOF\nENGINEERS\nCONCRETE PAD. SEE CONCRETE EQUIPMENT PAD DETAIL.\nGRILLES\nDUCT OR PIPE OFFEST: ARROW HEAD INDICATES DIRECTION OF RISE\nPRICE SIZE RETURN OR EXHAUST AIR FLOW ANDREWS, HAMMOCK\nTAG MODEL OR FINISH THROW NOTES:\nNUMBER LENGTH M SPACE MOTION SENSOR & POWELL, INC.\nH HUMIDISTAT\nA SCD 6\"Ø WHITE 4-WAY 1:5:7:8:12 250 Charter Lane\nT THERMOSTAT WITH LOCKING PLASTIC OR METAL COVER AS SPECIFIED\nB SCD 8\"Ø WHITE 4-WAY 1:5:7:8:12 Suite 100\nC SCD 10\"Ø WHITE 4-WAY 1:5:7:8:12 T CONVENTIONAL SPACE THERMOSTAT (NON-DDC) Macon, Georgia 31210\nT WALL MOUNTED THERMOSTAT Phone: (478)405-8301\nD SCD 12\"Ø WHITE 4-WAY 1:5:7:8:12\nFax: (478)405-8210\nE * 95 30 X 18 PRIMECOAT ----- 6:7:11:13 S WALL MOUNTED FAN SWITCH (SEE ELECTRICAL DRAWINGS FOR TYPE)\nWWW.AHPENGR.COM\nC POWER CONTACTOR PROVIDED BY MECHANICAL\nF 80 24\" X 24\" CORE WHITE ----- 3:5:7:9\nS DUCT MOUNTED SMOKE DETECTOR (PROVIDED AND WIRED BY ELEC. AND INSTALLED BY MECH.)\nG 95 36 X 36 PRIMECOAT ----- 6:7:11:13\nH 520D 18 X 8 PRIMECOAT ----- 4:6:7:10:13 D CONDENSATE DRAIN PIPING E ORG\nI\nI * 520D 14 X 8 PRIMECOAT SIDEWALL 4:6:7:10:13 V VENT PIPING G REGISTERED A\nJ SMD 12 X 12, 8\"Ø WHITE 4-WAY 2:4:6:7 R REFRIGERANT PIPING No. 17029\nPROFESSIONAL\nPIPE SLEEVE THRU WALL OR FLOOR. SEE PIPE SLEEVE DETAIL.\n1. LOUVERED FACE SQUARE 4-CONE STEEL CEILING SUPPLY DIFFUSER WITH FIXED AIR 360º DISCHARGE PATTERN AS SCHEDULED. PROVIDE FULL FACED LOUVERS. PROVIDE FACTORY INSULATED\nBACKPAN. DROPPING OR RISING PIPE\n2. LOUVERED FACE HIGH CAPACITY STEEL CEILING SUPPLY DIFFUSER WITH FIXED AIR DISCHARGE PATTERN AS SCHEDULED. PIPE TO OR FROM ABOVE\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\n3. ALL ALUMINUM1 2\" X1 2\" X1 2\" EGG CRATE EXHAUST/RETURN GRILLE. ISOLATING BALL VALVE< 2\", BUTTERFLY VALVE 2\" >\n4. PROVIDE OPPOSED BLADE DAMPER. PIPE UNION\n5. IN 24 X 24 PANEL FOR LAY-IN CEILING. FLANGED JOINT\n6. FLANGED FRAME FOR SURFACE MOUNTING. ELBOW - 45°; ELBOW - 90°\n7. NC LEVEL NOT TO EXCEED NC 35. TEE\nDB, WB DRY BULB, WET BULB\n8. SEE CEILING GRILLE DUCT CONNECTION DETAIL.\nSS STAINLESS STEEL\n9. CORE ONLY PANEL.\nFPM FEET PER MINUTE\n10. DOUBLE DEFLECTION SIDEWALL GRILLE WITH3 4\" BLADE SPACING AND FRONT BLADES PARALLEL TO THE LONG DIMENSION.\nCFM,c f CUBIC FEET PER MINUTE\n11. HEAVY DUTY STEEL SIDEWALL GRILLE WITH 0º DEFLECTION WITH3 4\" BLADE SPACING AND BLADES PARALLEL TO THE LONG DIMENSION.\nOA OUTDOOR AIR\n12. PROVIDE RADIAL BALANCING DAMPER IN NECK OF DIFFUSER. MODEL VCR9 (PRICE) OR EQUAL BY OTHERS.\nMBH BTU/HR x 1000\n13. GRILLE WILL RECEIVE 2 COATS OF FIELD PAINT. VERIFY COLOR WITH ARCHITECT.\nAPPROX. APPROXIMATELY\n* FIELD VERIFY EXACT GRILLE DIMENSION PRIOR TO ORDERING.\nESP IN WG EXTERNAL STATIC PRESSURE INCHES WATER GUAGE\nHP HORSEPOWER\nHEAT PUMP UNITS RPM REVOLUTIONS PER MINUTE\nUNO UNLESS NOTED OTHERWISE\nMINIMUM COOLING\nCARRIER TOTAL NET MINIMUM REVERSE CYCLE AFF ABOVE FINISHED FLOOR\nAMBIENT\nTAG MODEL COOLING STAGES HEATING NOTES:\nNO. MBH CAPACITY OP\nT\nE\nE\nR\nM\nA\nP\nT I\n°\nN\nF\nG MBH @ 17ºF UC UNDERCUT DOOR3 4\"\nHP-1 25HCB648 44 2 40 24 1:2:3:4:5:6:7:8:9:10:11:12:13 GPM GALLONS PER MINUTE\n1. COOLING CAPACITIES BASED ON 97ºF AMBIENT AIR TEMPERATURES. KW KILOWATTS\n2. ALL REFRIGERANT LINES TO BE INSTALLED AND SIZED PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. Δt TEMPERATURE DIFFERENCE\n3. SCHEDULED CAPACITIES ARE OVERALL CAPACITIES REQUIRED FOR MATCHED HEAT PUMP AND EVAPORATOR COIL WITH 2°F SUCTION LINE LOSS. B.E. T.E. BOTTOM ELEVATION, TOP ELEVATION\n4. PROVIDE INTEGRAL CONTROLS INCLUDING CONTACTORS, CRANKCASE HEATER, 5 MINUTE COMPRESSOR TIME DELAY RELAY AND COMPRESSOR OVER TEMPERATURE (OVERLOAD) LIMIT OF SCOPE OF WORK\nPROTECTION.\nSECTION OR DETAIL IDENTIFICATION NUMBER\n2\n5. PROVIDE ALL CONTROLS, ACCESSORIES AND SYSTEM MODIFICATIONS TO PERMIT COOLING OPERATION TO SPECIFIED TEMPERATURE. PROVIDE OA TEMPERATURE SENSOR TO\nDISPLAY OA TEMPERATURE ON THERMOSTAT, AUXILLARY HEAT LOCKOUT, ETC. SHEET NUMBER ON WHICH SECTION OR DETAIL IS DRAWN\nM1\n6. PROVIDE LIQUID AND SUCTION LINE SERVICE VALVES/GAUGE PORTS.\n7. PROVIDE HIGH PRESSURE SWITCH AND LOW PRESSURE SWITCH.\n8. PROVIDE TIME INITIATED, TEMPERATURE TERMINATED DEFROST CONTROLS. GENERAL NOTES\n9. SEE HEAT PUMP/CONDENSING UNIT DETAIL.\n1. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT BUILDING ARRANGEMENT, DIMENSIONS AND DETAILS. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED.\n10. UNIT SHALL UTILIZE R410A REFRIGERANT. PROVIDE 2-STAGE SCROLL COMPRESSOR.\n2. COORDINATE DUCT ROUTING AND EQUIPMENT LOCATION WITH PLUMBING AND ELECTRICAL INSTALLATIONS AND WITH BUILDING STRUCTURAL MEMBERS. OFF-SET DUCTS/PIPING AND SHIFT\n11. PROVIDE LOUVERED CONDENSER COIL GUARD(S). EQUIPMENT AS REQUIRED TO AVOID CONFLICTS WITH OTHER INSTALLATIONS.\n12.PROVIDE ELECTRONIC ECM CONDENSER FAN MOTOR. 3. COORDINATE LOCATION OF CEILING REGISTERS WITH LIGHTING LAYOUT, SPRINKLER HEADS AND CEILING GRID SYSTEMS AND APPURTENANCES. REFER TO ARCHITECTURAL REFLECTED\nCEILING PLANS FOR EXACT LOCATION.\n13.PROVIDE PROTECTIVE/SECURITY ENCLOSURE DESIGNED AND FABRICATED BY MGM PRODUCTS, PROPERTY ARMOR, OR ALADDIN SHEET METAL, INC. SEE SPECIFICATIONS.\n4. DUCT SIZES INDICATED ON THE PLANS ARE CLEAR INSIDE DIMENSIONS REQUIRED.\n5. REFER TO THE ELECTRICAL DRAWINGS FOR VOLTAGE, PHASE, MAXIMUM ALLOWABLE CURRENT DRAW AMPERAGE AND CONNECTION ARRANGEMENT (SINGLE OR MULTI-POINT CONNECTION,\nETC.) OF ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING/INSTALLING EQUIPMENT.\nBI-POLAR IONIZATION UNITS\n6. SUPPORT ALL DUCTS, PIPING AND EQUIPMENT FROM PRIMARY BUILDING STRUCTURAL MEMBERS AND PROVIDE SUPPLEMENTAL STRUCTURAL FRAMING AS REQUIRED BETWEEN PRIMARY\nBUILDING STRUCTURAL MEMBERS TO SUPPORT ALL SYSTEMS INSIDE THE BUILDING.\nGLOBAL 7. PROVIDE STRUCTURAL FRAMING AROUND FULL PERIMETER OF ALL ROOF OPENINGS/EQUIPMENT. PROVIDE STRUCTURAL LINTELS ABOVE ALL WALL OPENINGS. SEE STRUCTURAL FOR LINTEL\nASSOCIATED\nTAG CFM PLASMA NOTES: DETAILS OR REINFORCEMENT DETAILS.\nEQUIPMENT\nSOLUTIONS\n8. PROVIDE PIPE SLEEVE THRU ALL WALLS AND THRU ALL FLOOR SLABS. SEE PIPE SLEEVE DETAIL.\nBPIU-1 FCU-1 1400 GPS-FC-3 1:2:3:4\n9. PROVIDE PIPE HANGERS FOR ALL SUSPENDED PIPING AS SHOWN IN HANGER DETAILS.\n1. NEEDLE POINT TYPE IONIZER WITH ABS PLASTIC HOUSING, AND CARBON\nFIBER NEEDLES.\n2. PROVIDE LED TO VERIFY IONIZATION.\n3. PROVIDE FACTORY FURNISHED 24 VAC INPUT TERMINAL FOR POWERING\nBIPOLAR UNIT FROM ASSOCIATED EQUIPMENT'S 24V FAN TERMINAL.\n4. UNIT SHALL BE DESIGNED FOR MOUNTING INSIDE AIR HANDLING UNIT.\nDate:\nDrawn By:\nChecked By: RRM\nProject Number: 2016-08\nSheet Name:\nMechanical Legend,\nGeneral Notes &\nSchedules\nSheet Number:\nM601\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016\nWDD",
  "PLUMBING LEGEND\nSOIL OR WASTE PIPING\nVENT PIPING\n- COLD WATER PIPING\n-- HOT WATER PIPING\nBALL VALVE (2\" & SMALLER) OR BUTTERFLY VALVE (21 2\" & LARGER)\nVALVE IN PIPING DROP\n10\nPIPING DROP IN DIRECTION OF FLOW\nPIPING RISE IN DIRECTION OF FLOW\nDIELECTRIC UNION 1 2 2 5\nPIPING TEE FROM TOP OF MAIN 5\n2 2\nPIPING TEE FROM BOTTOM OF MAIN\n1\n2 3 5\nC.P.H.B. CHROME PLATED HOSE BIBB\nW.H. FREEZE PROOF WALL HYDRANT\n1 2\n5 5\nF.D. FLOOR DRAIN\n5 5\nF.C.O. FLOOR CLEANOUT\n4\n1\nW.C.O. WALL CLEANOUT\nO.S.C.O. OUTSIDE CLEANOUT\n5\nV.T.R. VENT THRU ROOF\nPOINT OF CONNECTION\nGENERAL NOTES\nNOTES:\n1 THESE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. (THIS SHEET ONLY)\n2 INSTALLATION OF PIPE AND EQUIPMENT SHOWN AND SPECIFIED SHALL BE COORDINATED WITH ALL OTHER WORK RELATED TO THE CONSTRUCTION OF THIS\nFACILITY INCLUDING BUT NOT LIMITED TO: BUILDING STRUCTURE; HVAC EQUIPMENT, DUCT WORK AND PIPING; ELECTRICAL WORK AND OWNER FURNISHED\nEQUIPMENT.\n3 STRUCTURAL MEMBERS SHALL NOT BE PENETRATED WITHOUT APPROVAL FROM ARCHITECT.\n4 ROUTE ALL PIPING CONTAINING FLUIDS SUBJECT TO FREEZING WITHIN THE BUILDING INSULATION ENVELOPE OR PROVIDE HEAT TAPE.\n5 ROUTE SANITARY VENT PIPING SO VENTS THRU ROOF WILL BE A MINIMUM OF 15'-0\" FROM ALL OUTSIDE AIR INTAKES AND A MINIMUM OF 5'-0\" FROM EXTERIOR\nWALLS, ROOF EXPANSION JOINTS AND ROOF MOUNTED EQUIPMENT.\n6 WHERE CHASE WALLS ARE NOT FURNISHED, PIPING SHALL NOT BE ROUTED HORIZONTALLY. AVOID CUTTING STUDS.\n7 THIS PROJECT INVOLVES RENOVATION OF AN EXISTING FACILITY. CONTRACTOR IS REQUIRED TO MINIMIZE DISRUPTION OF THE OCCUPANTS. THIS\nREQUIREMENT INCLUDES BUT IS NOT LIMITED TO: SCHEDULING AND PHASING OF WORK AFTER HOURS OR ON WEEKENDS, PROVIDING TEMPORARY\nENCLOSURES BETWEEN OCCUPIED AND CONSTRUCTION AREAS AND RESTORING OR REPLACING ANY CONTRACTOR DAMAGED ITEMS TO ORIGINAL\nCONDITIONS.\nFIXTURE CONNECTION SCHEDULE\nCOLD WATER HOT WATER WASTE RIM\nMARK FIXTURE NOTES\nHEIGHT\nBRANCH CONN. BRANCH CONN. BRANCH CONN.\n7 P-1 WATER CLOSET 1 15\" 1\" 1\" ---- ---- 4\" 4\"\nP-2 WATER CLOSET 1,3 18\" 1\" 1\" ---- ---- 4\" 4\"\n3\" F.D. 'B'\nP-3 URINAL 2,3 16\" 3 4\" 3 4\" ---- ---- 2\" 2\" 8 P-2\nP-4 SERVICE SINK ---- ---- 1 2\" 1 2\" 1 2\" 1 2\" 2\" 2\" P-2 8\n3\"\nP-5 SHOWER 3 ---- 1 2\" 1 2\" 1 2\" 1 2\" ---- ---- 3\" F.C.O. 3\" F.D. 'A' 8 P-1 7\n1. FLOOR MOUNTED, FLUSH VALVE.\n2. WALL HUNG, FLUSH VALVE 6 P-1 P-1 6 5\n11\n3. HANDICAP ACCESSIBLE P-5\n6 P-1 P-3 6 5\n9 6 P-1 P-3 6 5\n6 P-1\n5 5\n5 5\nP-4\n6\n5\nFLUSH VALVE\nTAILPIECE\nSUPPORT 2\"\nSTANDARD W.C. = 24\"\nHANDICAP W.C. = 12\"\nWALL\nFLOOR MOUNTED TYPE\nWATER CLOSET FLUSH VALVE MOUNTING DETAIL\nSCALE: NONE\nCOLD WATER (cid:129)\" BY 6\" COPPER PIPE FLATTENED AND\nSOLDERED TO WATER PIPE IN MORTAR JOINT\nMASONRY WALL\nFINISHED WALL\nFLUSH VALVE\nFLUSH VALVE ANCHOR\nSCALE: NONE\nPLUMBING NEW WORK FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nNOTE: CUT AND PATCH FLOORS AS REQUIRED FOR NEW WORK.\nP101\n\"ƒ\nPARTIAL PLUMBING DEMOLITION FLOOR PLAN CONSULTING\nENGINEERS\nSCALE: 1/8\"=1'-0\"\nANDREWS, HAMMOCK\n1 EXISTING SHOWER TO BE REMOVED. CAP WASTE AND WATER PIPING AS REQUIRED FOR NEW WORK.\n& POWELL, INC.\n2 EXISTING WATER CLOSET TO BE REMOVED AND REPLACED. SEE NEW WORK PLAN BELOW.\n250 Charter Lane\n3 EXISTING URINAL TO BE REMOVED AND REPLACED. SEE NEW WORK PLAN BELOW.\nƒ\" W.H. Suite 100\n4 EXISTING JANITOR'S SINK TO BE REMOVED AND REPLACED. SEE NEW WORK PLAN BELOW.\nMacon, Georgia 31210\n5 EXISTING PLUMBING FIXTURE TO REMAIN.\nPhone: (478)405-8301\n6 PROVIDE NEW PLUMBING FIXTURE AS INDICATED AND SPECIFIED. MODIFY WASTE AND WATER PIPING Fax: (478)405-8210\nAS REQUIRED FOR INSTALLATION.\nWWW.AHPENGR.COM\n7 RE-WORK EXISTING WASTE PIPING AT THIS APPROXIMATE LOCATION BELOW GRADE AS REQUIRED FOR\nCONNECTION OF NEW FIXTURES AS SHOWN.\n8 MODIFY EXISTING WATER PIPING IN CHASE AS REQUIRED TO PROVIDE WATER TO FIXTURES AS SPECIFIED.\nE\nORG\nI\n9 CONNECT NEW (cid:129)\" HOT AND COLD WATER PIPING TO EXISTING AT THIS APPROXIMATE LOCATION ABOVE CEILING.\nG REGISTERED A\n10 EXISTING WALL HYDRANT TO BE REMOVED. SEE NEW WORK PLAN BELOW FOR NEW WALL HYDRANT. No. 17029\nPROFESSIONAL\n11 EXTEND PIPING SERVING EXISTING WALL HYDRANT TO NEW WALL HYDRANT AS SHOWN.\n12\nP\nC\nI\nO\nP\nN\nIN\nN\nG\nE\nA\nCT\nS R\nN\nE\nE\nQ\nW\nU\n2\nIR\n\"\nE\nV\nD\nE N\nFO\nT\nR\nP I\nC\nP\nO\nIN\nN\nG\nN\nT\nEC\nO\nT\nE\nIO\nX\nN\nIS\n.\nTING VENT PIPING ABOVE CEILING. MODIFY EXISTING VENT\n12\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\n12\nDate:\nDrawn By: RNH\nChecked By: RNH\nProject Number: 2016-08\nSheet Name:\nPLUMBING DEMOLITION\nAND NEW WORK PLANS,\nDETAILS, SCHEDULE AND\nLEGEND\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nEXG FD EXG FD\nEXG FD\nMP ROOM 119\nSTORAGE\n120\nRENOVATION\n& ADDITION\nSHOWERS F\n122\nSHOWERS M\n124 TO NORTH\nTLT F\n121\nSTORAGE TLT M MACON\n129 123\nJAN. PARK\n118\nVEST. RECREATION\n125\nCENTER\nOFC.\n117\nAK\n126\nBIBB COUNTY\nKILNS\n115 RECREATION\nSTORAGE\nGATHERING AREA 113\n105\nDEPARTMENT\nOFC.\n116 MP ROOM\n112\n815 N MACON PARK DR\nMACON, GA 31210\nGYMNASIUM EQUIP. CRAFT\n127 128 114\nREVISIONS\n# DATE DESCRIPTION\nVEST.\n111\nRECEPT.\n104\nCORR.\n101\nKITCHEN\n108\nTROPHY CASE\n103\nMTG ROOM\n106\nVEST.\n100\nSTORAGE ELEC.\n107 110\nPANTRY\n109\n05/16/2016",
  "NOTES:\n(THIS SHEET ONLY)\nAJS\nElectrical Lighting\nDemolition Floor Plan\nED101\nS\nS\nS\nS\nS\nS\nS\nS\nS\nS S\nS\nS\nS\nS\nS\nS\n1 REMOVE CEILING FAN AND TRACK LIGHTS. REMOVE POWER CIRCUIT, WIRE & CONDUIT BACK TO\nSOURCE OF POWER.\n2 SEE NEW WORK LIGHTING PLAN FOR ADDITIVE ALTERNATES #2 & #6 TO REPLACE SELECTED\nLIGHT FIXTURES WITH NEW FIXTURES/CIRCUITS.\n3 REMOVE RECESSED CAN LIGHTS OVER RECEPTION DESK LOCATION. REMOVE CIRCUIT, WIRE &\nCONDUIT BACK TO SOURCE OF POWER.\nELECTRICAL LIGHTING EXISTING CONDITIONS DEMOLITION FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nS\nS\nCONSULTING\nENGINEERS\nANDREWS, HAMMOCK\n& POWELL, INC.\n250 Charter Lane\nSuite 100\nMacon, Georgia 31210\nPhone: (478)405-8301\nFax: (478)405-8210\nWWW.AHPENGR.COM\nE\nORG\nI\nG REGISTERED A\n1\nNo. 17029\nPROFESSIONAL\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\n3\nNOTE TO CONTRACTOR\nCONCERNING\nPROJECT PHASING\nTHE WORK SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS ILLUSTRATES THE\nCOMPLETED CONTRACTUAL REQUIREMENTS. THIS PROJECT IS PHASED IN MULTIPLE PHASES.\nTHE AREA OF EACH PHASE IS DESCRIBED IN THE ARCHITECTURAL DOCUMENTS AND THE\nCONTRACTOR SHALL REVIEW THESE PHASING REQUIREMENTS. CONTRACTOR\nSHALL INCLUDE IN HIS BID ALL COSTS REQUIRED TO ACCOMPLISH THE CONTRACT IN PHASES.\nTHE CONTRACT DOCUMENTS DO NOT DESCRIBE THE SPECIFIC WORK REQUIRED BY THE\nCONTRACTOR TO PERFORM THE PROJECT IN PHASES, BUT CONTRACTOR SHALL PREPARE\nPHASING PLAN AND SUBMIT TO ARCHITECT/ENGINEER.\nGENERAL DEMO NOTES\nTHE INTENT OF THIS DRAWING IS TO SHOW GENERALLY THE EXTENT OF WORK\nREQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY, UNLESS NOTED OTHERWISE,\nTO REMOVE ALL LIGHTING FIXTURES, CONDUCTORS, DEVICES AND EXPOSED CONDUIT,\nETC FOR REMODELED SPACES (COORDINATE WITH ARCHITECTURAL PLANS). CONDUIT\nTHAT IS CONCEALED WITHIN WALLS AND CONDUIT IN OR BELOW FLOOR SLAB SHALL BE\nCUT-OFF FLUSH WITH THE SURFACE, PLUGGED AND ABANDONED IN PLACE.\nGENERAL NOTE\nPROVIDE NEW DEVICES AND COVER PLATES AS SPECIFIED IN EXISTING TO REMAIN\nLOCATIONS. MAKE ALL CONNECTIONS TO EXISTING CIRCUIT CONDUCTORS AND EXTEND\nEXISTING CONDUCTORS AS NECESSARY.\nEXISTING CIRCUITS UTILIZE CONDUIT SYSTEM FOR GROUNDING PATH. CONTRACTOR SHALL\nTEST AND VERIFY OHMIC VALUE FOR CONTINUITY OF THIS GROUNDING PATH. IF THE\nEXISTING GROUNDING PATH IS DETERMINED TO BE NON-CONTINUOS, THE CONTRACTOR\nSHALL REMEDY THAT BY PROVIDING #12 GROUNDING CONDUCTOR IN EXISTING CONDUIT.\nCONTRACTOR SHALL ROUTE ALL NEW CONDUIT CONCEALED WHERE POSSIBLE. EXISTING\nSWITCH LOCATIONS MAY BE UTILIZED WHERE CONDUIT IS ACCESSIBLE AND MOUNTING\nHEIGHT IS 48\". SWITCHES SHALL BE INSTALLED CONCEALED WITHIN NEW WALLS.\nSWITCHES INSTALLED ON EXISTING WALLS SHALL BE SURFACE MOUNTED WITH SURFACE\nMETAL RACEWAY INSTALLED TO ABOVE ACCESSIBLE CEILING. PER DETAIL.\nDate:\nDrawn By:\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "2 NOTES:\n(THIS SHEET ONLY)\n1 REMOVE EXISTING RANGE HOOD CIRCUIT FROM THIS APPROXIMATE LOCATION. EXISTING RANGE\nSHALL BE REMOVED UNDER THIS PROJECT. LABEL CIRCUIT BREAKERS AS 'SPARE'.\n2 REMOVE POWER CIRCUIT FOR EXISTING EXHAUST FANS BACK TO SOURCE OF POWER. LABEL\nCIRCUIT BREAKERS AS 'SPARE'.\n3 3 EXISTING OUTDOOR HVAC UNITS SHALL REMAIN AS IS.\n4 GENERAL NOTE: ALL EXISTING POWER AND LOW VOLTAGE DEVICES IN AREAS OF WORK SHALL\nMEET SPECIFIED/ADA MOUNTING HEIGHTS AND ALL DEVICES/COVER PLATES SHALL BE REPLACED\nWITH NEW DEVICES, UNLESS NOTED OTHERWISE, AND COVER PLATES. IF ANY CONDUIT, WIRE AND\nOUTLET BOXES ARE REUSED THEY SHALL MEET CONTRACT DOCUMENTS. SEE ALSO\n2\nSPECIFICATION 260501 - ELECTRICAL DEMOLITION. LIGHT SWITCHES AND FIRE ALARM PULL\nSTATIONS SHALL BE AT 48\" A.F.F. FIRE ALARM STROBES SHALL BE MOUNTED AT 80\" A.F.F. SEE\nSPECIFICATIONS FOR OTHER MOUNTING HEIGHT REQUIREMENTS.\nCONSULTING\nENGINEERS\nWP\nGFI\nANDREWS, HAMMOCK\n& POWELL, INC.\n250 Charter Lane\nSuite 100\nMacon, Georgia 31210\nPhone: (478)405-8301\nFax: (478)405-8210\nWWW.AHPENGR.COM\nE\nORG\nI\nG REGISTERED A\nNo. 17029\nPROFESSIONAL\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\n1\nFACP\nTBB LA\nMTV\nELECTRICAL POWER EXISTING CONDITIONS DEMOLITION FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nDate:\nDrawn By: AJS\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nElectrical Power\nDemolition Floor Plan\nSheet Number:\nED201\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "AJS\nElectrical Low\nVoltage Demolition\nFloor Plan\nED301\nVTCC\nCCTV\nCCTV\nVTCC\nCCTV\nVTCC CCTV\nVTCC\nCCTV\nC\nC\nT V\nRTE\nRTE\nNVR\nDC DC\nML\nCCTV\nTYPICAL\n3\nF ML\nF\nNOTES:\n(THIS SHEET ONLY)\n5\n1 GENERAL NOTE: ALL EXISTING POWER AND LOW VOLTAGE DEVICES IN AREAS OF WORK SHALL MEET\nSPECIFIED/ADA MOUNTING HEIGHTS AND ALL DEVICES/COVER PLATES SHALL BE REPLACED WITH NEW\nDEVICES, UNLESS NOTED OTHERWISE, AND COVER PLATES. IF ANY CONDUIT, WIRE AND OUTLET BOXES\nML ARE REUSED THEY SHALL MEET CONTRACT DOCUMENTS. SEE ALSO SPECIFICATION 260501 - ELECTRICAL\nF\nF DEMOLITION. LIGHT SWITCHES AND FIRE ALARM PULL STATIONS SHALL BE AT 48\" A.F.F. FIRE ALARM\nM STROBES SHALL BE MOUNTED AT 80\" A.F.F. SEE SPECIFICATIONS FOR OTHER MOUNTING HEIGHT\nREQUIREMENTS.\n2 EXISTING LOW VOLTAGE SYSTEM PANELS SHALL REMAIN AS IS.\nCONSULTING\n3 CCTV SECURITY CAMERA SHALL REMAIN AS IS.\nENGINEERS\n4 DOOR LOCKING DEVICES SHALL REMAIN AS IS.\n6 5 REMOVE DOOR RELEASE SWITCH AND REINSTALL PER NEW WORK PLANS.\nANDREWS, HAMMOCK\n6 CCTV HEAD END AND DISPLAY RELOCATE PER NEW WORK PLANS.\n& POWELL, INC.\n250 Charter Lane\nSuite 100\nS\nMacon, Georgia 31210\nS S\nPhone: (478)405-8301\nH Fax: (478)405-8210\nWWW.AHPENGR.COM\nE\nORG\nI\nG REGISTERED A\nNo. 17029\nPROFESSIONAL\nS JAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\nF 4\nF\nML\nM\nF\nS H\nFAA\nF\nF S\n2\nFACP\nM S\nS\nF F\n4\nTYPICAL\n3\nTYPICAL\nELECTRICAL LOW VOLTAGE EXISTING CONDITIONS DEMOLITION FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nDate:\nDrawn By:\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "A A A A A\nA A A\nA\n25\nELECTRICAL NEW WORK LIGHTING FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nAJS\nElectrical New Work\nLighting Floor Plan\nE101\nS\nKITCHEN\n108\nMTG ROOM\n106\nS\nS\nS\n3\nS\nS\nS\nS\nS 3\nS\nS\nS\nS\nS\nS\n3\n3\nS\nS\n3\n3\nS\nS S\nS\nJ OC J OC J\nAX\n6\nS\nS\nB J OC\nF\nX1 F F\nAA\nJ F\nF\nOC G\nF\nG\nAA G OC G G\nOC\nF F F\nJ B\nF\nG\nX1 F X1 OC\nAA J F F\nF\nF G B-18\nD D\nJ BX\nB-20\nC\nEP\nA\n(EX)\nA\nA J\nS\n1 (TYP)\nJ\nOC\nOC\n5\nJ\nJ\nOC\nS 3\nJ\nOC\nBX\nC C\n(TYP) 1 X1\nC\n5\nS HX\n3 8\nAA AA 4\nE\nOC\nAA\nH\nC AA\n7 OC\nJ\nJ\nAA AA\nE\nAA AA H\n8\nC\nAA AA AA\n5 E J OC J\nAA 3 4\nAA AA AA\nD D DX\nAA\nAA\nS\nJ J J\nJ J\nOC\nJ J OC\nJ\nJ\nJ J\nS\nOC\nS OC J J J\nOC\nS\nB BX B B BX\nB B F\nS S 3 3\nAX A AX A AA AA AA\nB B BX\nA A A A\n7\nOC\nBX FX F\nAA\nAA\nA A A A 1 (TYP) 2 AA\nK\n8\nK 7 8\nJX\nJX\nS\n3\nNOTES: (THIS SHEET ONLY)\n1 GENERAL: ALL EMERGENCY EGRESS LIGHT FIXTURES AND EXIT SIGNS SHALL BE\nUNSWITCHED. RECONNECT TO EXISTING EMERGENCY LIGHTING CIRCUIT NEARBY\nUTILITIZING #12, #12G.\n2 CONTRACTOR SHALL UTILIZE #12, #12G;1 2\"C AND MAKE CONNECTION TO EXISTING 120V\nUNSWITCHED LIGHTING CIRCUIT.\n3 DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR (WATTSTOPPER #DT-205).\n2 4 LIGHT FIXTURE IS SWITCHED AND BATTERY PACK SHALL BE UNSWITCHED.\n5 5 GENERAL: CONTRACTOR SHALL UTILIZE #12, #12G;1 2\"C AND MAKE CONNECTION TO\nX1 EXISTING 120V LIGHTING CIRCUIT.\n6 PROVIDE DUAL SWITCHING FOR STEP DIMMING OF LIGHT FIXTURES.\nS\n3 7 EXISTING LIGHT FIXTURES/CIRCUITS IN THIS SPACE SHALL REMAIN AS IS UNDER BASE\nS S BID. ADD ALTERNATE #2 SHALL PROVIDE NEW LIGHT FIXTURES AS SHOWN. 3 3\n5\n8 EXISTING LIGHT FIXTURES/CIRCUITS IN THIS SPACE SHALL REMAIN AS IS UNDER BASE\nBID. ADD ALTERNATE #6 SHALL PROVIDE NEW LIGHT FIXTURES AS SHOWN.\n5\nX1\nX1\n(EX)\n2\nK\nC\nC\n5\nC C\n5\nK\n(EX)\nS\nB-4\nCONSULTING\nENGINEERS\nDX\nANDREWS, HAMMOCK\n& POWELL, INC.\n250 Charter Lane\nSuite 100\nMacon, Georgia 31210\nPhone: (478)405-8301\nFax: (478)405-8210\nWWW.AHPENGR.COM\nE\nORG\nI\nG REGISTERED A\nNo. 17029\nPROFESSIONAL\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR WS, JR .\nDate:\nDrawn By:\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nMP ROOM\n119\nSTORAGE\n120\nSHOWERS F\n122\nSHOWERS M\n124\nTLT F\n121\nSTORAGE TLT M 129 123\nJAN. 118\nVEST.\n125\nOFC.\n117\nAK\n126\nKILNS\n115\nSTORAGE\nGATHERING AREA 113 105\nOFC.\n116 MP ROOM 112\nGYMNASIUM EQUIP. CRAFT 127 128 114\nRENOVATION\n& ADDITION\nVEST.\n111\nTO NORTH\nRECEPT.\n104 MACON\nCORR. PARK 101\nKITCHEN\n108 RECREATION\nTROPHY CASE\n103\nMTG ROOM\n106\nVEST. CENTER\n100\nSTORAGE ELEC. 107 110\nPANTRY\n109\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "TV C\n@ 90\"\nB-16\n1\nB-12,14\n14.\nWP B-8,10 10.\nGFI\nWP\nB-1 2 GFI\nB\n1\n1\n1\nB-6\nGFI\nGFI\nCONSULTING\n1\nENGINEERS\nANDREWS, HAMMOCK\n& POWELL, INC.\n250 Charter Lane\nSuite 100\n4. Macon, Georgia 31210\n2 Phone: (478)405-8301\nFax: (478)405-8210\nC-5\nC WWW.AHPENGR.COM\nC\nC-2,4\nE\nORG\nI\nG REGISTERED A\nNo. 17029\nEP PROFESSIONAL\nC-1,3 JAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\n3 @ 90\"\n3. TV\nC\n3\nC\nA\n(EX)\nA\nELECTRICAL NEW WORK POWER FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nPROVIDE A 60A/3P, 22 kAIC CIRCUIT BREAKER PROVIDE A 100A/3P, 22 kAIC CIRCUIT BREAKER\nNOTES:\n(THIS SHEET ONLY)\nROUTE 4#6, #10G; 1\"C ROUTE 4#1/0, #6G; 2\"C\nTO PANEL 'C' AS SHOWN TO PANEL B AS SHOWN\n1 SEE MECHANICAL EQUIPMENT POWER SCHEDULE FOR NEW HVAC CIRCUIT REQUIREMENTS.\nEP(EX) C A(EX) B\n2 PROVIDE NEW PANEL PER PANEL SCHEDULE & SPECIFICATION 262416.\n3 MAKE CONNECTION TO EXISTING CIRCUIT WITH #12, #12G; 1/2\"C.\n600A\nMAIN\nF\nEX\nSEIMENS SERIES 'A' 200A, M.L.O., 600A M.L.O., 3PH, 4W, 208/120V\n208/120V, 3PH, 4W PANEL, EXISTING SQUARE D \"NQOB\" PANEL EXISTING\nDate:\nPARTIAL POWER RISER DIAGRAM\nPARTIAL POWER RISER DIAGRAM\nSCALE: NONE Drawn By: AJS\nSCALE: NONE\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nElectrical New Work\nPower Floor Plan\nSheet Number:\nE201\nSTNEMUCOD\nNOITCURTSNOC\nHP-1 MP ROOM\n119\nSTORAGE\n120\nEF-2 EF-1\nFCU-1\nBPIU-1\nSHOWERS F\n122\nSHOWERS M\n124\nTLT F\n121\nSTORAGE TLT M\n129 123\nJAN.\n118\nEF-3\nVEST.\n125\nS\nOFC.\n117\nAK\n126\nKILNS\n115\nSTORAGE\nGATHERING AREA 113 105\nOFC.\n116 MP ROOM\n112\nS\nGYMNASIUM EQUIP. CRAFT\n127 128 114\nRENOVATION\n& ADDITION\nVEST.\n111\nTO NORTH\nRECEPT.\n104 MACON\nCORR. PARK\n101\nKITCHEN\n108\nRECREATION\nTROPHY CASE\n103\nMTG ROOM\n106\nVEST. CENTER\n100\nSTORAGE ELEC.\n107 110\nPANTRY\n109\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "EX.\nF\nF\nFA FA\nS S S\nS\nWP\nS\nEX.\nFA FA\nS S S\nS\nFA FA\nS S S\nWP\nS\nEX.\nFA FA\nS S S\nF F\nEX.\nELECTRICAL NEW WORK LOW VOLTAGE FLOOR PLAN\nSCALE: 1/8\"=1'-0\"\nAJS\nElectrical New Work\nLow Voltage Floor\nPlan\nE301\nAF\nAF\nAF\nFA\nAF\nCCTV\nWP\nCCTV\nS S\nF\nF\nF\nS\nS\nS\nCCMS\n1\nFA\nA\nF\nF\nA\nS\nFA\nFA\nA\nF A\nF\nFA\n1\nC\nC TV CCTV\nWP\nA 4\nF F A\nEX\nCONSULTING\nF ML\nENGINEERS\nF A\nFA\nF FA\nS\nS S ANDREWS, HAMMOCK\nFAP\n2 & POWELL, INC.\nA F\nF 250 Charter Lane\nA\nCCTV Suite 100\nDISPLAY\nMacon, Georgia 31210\nA\nF R Phone: (478)405-8301\nFax: (478)405-8210\nF 3\nA S F A WWW.AHPENGR.COM\nEX\nF A S S\nEX\nE\nORG\nI\nS G REGISTERED A\nA\nF\nNo. 17029\nF 2\nA PROFESSIONAL\nS\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\nFA\nS\nS S\nA EX\nF\nF EX\nF\nA\nF F\nA FA F\nFA\nS S\nFA\nS\nA\nF\nEX\nF A H\nF FA\nA\nEX F\nF S S\nFACP\nFA\nSEC\nS EX\nCCTV\nS\nTBB\nCATV\nFA\nNOTES:\n(THIS SHEET ONLY)\n1 PROVIDE CCTV SECURITY CAMERA PER SPECIFICATION 282300.\n2 PROVIDE DUCT MOUNTED SMOKE DECTOR PER SPECIFICATION 283110. DUCT SMOKE DETECTOR SHALL\nBE INSTALLED IN EXISTING DUCTWORK BY MECHANICAL AND WIRED BY ELECTRICAL.\n3 PROVIDE A \"FIRE ALARM SHUTDOWN RELAY\" AS PART OF THE FIRE ALARM SYSTEM.\n4 REINSTALL EXISTING MAGLOCK ON DOORS AFTER REPLACEMENT OF EXISTING DOOR SET.\n5 EX = EXISTING\nDate:\nDrawn By:\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nTV C\nMP ROOM\n119\nSTORAGE\n120\nSHOWERS F\n122\nSHOWERS M\n124\nTLT F\n121\nSTORAGE TLT M\n129 123\nJAN. 118\nVEST.\n125\nOFC.\n117\nAK\n126\nC\nKILNS\n115\nSTORAGE\nGATHERING AREA 113 105\nOFC.\n116 MP ROOM\n112\nGYMNASIUM EQUIP. CRAFT\n127 128 114\nRENOVATION\nTV & ADDITION\nVEST.\n111\nC TO NORTH\nRECEPT.\n104 MACON\nC\nCORR. PARK\n101\nKITCHEN\n108\nRECREATION\nTROPHY CASE\n103\nMTG ROOM 106\nVEST. CENTER\n100\nSTORAGE ELEC.\n107 110\nPANTRY\n109\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "3 POLE CIRCUIT BREAKER IN PANEL TO BE PROTECTED. BREAKER SHALL BE 60A/3P,\n3 PHASE WYE,\nUNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE BREAKER\n4 WIRE SYSTEM W/ GROUND\nREGARDLESS IF INDICATED OR NOT IN PANEL SCHEDULE.\nSAFETY CHAIN KIT\nALIGNER TYPE\nLENGTH OF THE CONDUCTORS SHALL BE NO GREATER THAN 72 HANGER CONDUIT PENDANT CAST BOX W/THREADED\nINCHES. CONDUCTORS SHALL BE 4#6 AND 1#10(G) IN 1\"C. (MIN. 3 /4\") MOUNTING POST\nDUPLEX SHOWN - DEVICE VARIES\nL1\nA\nL2\nB\nGASKETED COVER PLATE\nL3\nC\nN\nN\nN LIGHTING FIXTURE\n12 GUAGE\nTYPE VARIES\nCHANNEL\nG\nG\nG\nFINISHED FLOOR 21 2\"\nSURGE PROTECTION DEVICE\nDEVICE SHALL BE INTERNALLY FUSED BY THE\nPENDANT MOUNTED LIGHT FIXTURE DETAIL\nMANUFACTURER FOR FAULT PROTECTION.\nRGS CONDUIT\nSEE SPEC FOR MODEL NUMBER.\nELECTRICAL PANEL SCALE: NONE\nTYPICAL SURGE PROTECTION DETAIL\nSCALE: NONE\n1\" CHAMFER\nFLOOR CONDUIT TO ADJACENT\nDEVICE OR PANEL\n12 GUAGE\n4\"\n\"DEAD LEG\" FOR SUPPORT CHANNEL\n2\" NOTE: RGS CONDUIT SHALL BE UTILIZED\nFOR ALL STUBS THROUGH FLOOR\n3000 PSI CONCRETE\nWELDED WIRE MESH AT\nMID DEPTH OF SLAB\nEND FITTING OR J-BOX\nANCHOR (TYPICAL OF 4) 6\" X 6\" 10 /10 WWF\nCONDUIT COMPRESSION CONVENIENCE OUTLET\nFITTING. INTERIOR CONCRETE PAD\nCONDUIT MOUNTING ON BUILDING\nON CONDUIT STUB MOUNTING DETAIL\nCONCRETE EQUIPMENT PAD DETAIL\nSCALE: NONE SCALE: NONE\nSCALE: NONE\nCEILING TILE\nRACEWAY SUPPORT CLIP\nSECURE TO WALL\nEVERY 4'\nSURFACE METAL RACEWAY\n(SMR)\nSMR SURFACE BOX\n3\"\nFIRE MOUNT PULL STATION HANDLE\n48\" ABOVE FLOOR. MOUNT\nNOTIFICATION DEVICES AT WALL\n80\" ABOVE FLOOR TO CENTER\nOF DEVICE.\nPANEL\nCAN\nINSTALLATION OF WALL MOUNTED DEVICES\nSCALE: NONE\nSERVICE\nDISCONNECT/\nMAIN PANEL\nSIZE NEUTRALS 3 8\" THREADED\nTO MATCH PHASE\nROD TO STRUCTURE\nNEUTRAL BUS\nPIGTAIL AND SPLICE IF REQUIRED\nBY STEEL ENCASEMENT.\n[250.52A2]\nREQUIRED GROUNDING ELECTRODE: MBJ [250.24A1] BUILDING STEEL, EITHER BARE OR\nCONCRETE ENCASEMENT WITH DIRECT\nEARTH CONTACT, GREATER THAN CEILING TILE CEILING TILE\n20'-0\" DEEP.\nGROUNDING BUS WALL\nTO STREET\nEQUIPMENT BONDING JUMPER EXIT SIGN EXIT SIGN\n[250.102C]. GEC-#1/0 CU\n[250.53C]\nWATER\nGEC METER EGC-MINIMUM #6 CU-3/4\" MDF GROUND BUS\nNEUTRAL BUS\nGEC-#6 CU SUB-PANEL\n[250.66A] O M F E B T U A I L L S D T IN R G U S CTURE WITHIN BUILDING. 3 8\" THREADED\nR [2 E 5 Q 0. U 5 I 2 R A E 1 D ] GROUNDING ELECTRODE: EGC [250.104C] FROM SERVICE NEUTRAL SIZE NEUTRALS TO MATCH PHASE. TOP OF DOOR FRAME ROD TO STRUCTURE\nUNDERGROUND METALLIC DOMESTIC WATER TO BUILDING\nLINE OUTSIDE BUILDING. (OMIT IF LESS THAN\n10'-0\" LONG, OR IF PLASTIC. [250.52A3] SIZE AS GEC DO NOT BOND NEUTRAL BUS.\nREQUIRED GROUNDING ELECTRODE: FIELD VERIFY THAT NEUTRAL\nCONCRETE SLAB WITH ENCASED STEEL, IS ISOLATED FROM ENCLOSURE. SIDE VIEW SIDE VIEW\nGREATER THAN 20'-0\" IN DIRECT\nEARTH CONTACT. GAS PIPING: BOND ONLY EGC\nIF LIKELY TO BECOME\nEGC [250.92] EGC\nENERGIZED BY FAULTED\nCONDUCTOR [250.104B] CEILING TILE\nEGC\nCORRIDOR WALL WALL\nGROUNDING BUS\nGEC- #4 CU INTERIOR COLD\n[250.66B] WATER PIPE.\n[250.104A]\nRIGID CONDUIT\nEGC 11 2\" X 11 2\" 11 2\" X 11 2\" PAINT TO MATCH WALL.\n12 GA CHANNEL\n12 GA CHANNEL\nGEC-#1/0 CU MOUNTED TO\n[250.66] CORRIDOR WALL\nPIPE HANGER, PAINT AJS\nTO MATCH WALL.\n3 8\" THREADED ROD 3 8\" THREADED ROD\nELECTRICAL GROUNDING BONDING OF METALIC PARTS Electrical Details\nSYSTEM TO EARTH TO MAIN BONDING JUMPER.\nTOP VIEW TOP VIEW\nTOP OF DOOR FRAME\nELECTRICAL GROUNDING RISER\nSCALE: NONE METHOD A METHOD B\nEXIT SIGN MOUNTING DETAIL EXIT SIGN MOUNTING DETAIL PENDANT MOUNTED EXIT SIGN MOUNTING DETAIL\nE701\nSCALE: NONE SCALE: NONE SCALE: NONE\nTHGIEH\nROF\nSCEPS\n.CELE\nEES\nCONSULTING\nENGINEERS\nANDREWS, HAMMOCK\n& POWELL, INC.\n250 Charter Lane\nSuite 100\nMacon, Georgia 31210\nPhone: (478)405-8301\nFax: (478)405-8210\nWWW.AHPENGR.COM\nE ORG\nI\nG REGISTERED A\nNo. 17029\nPROFESSIONAL\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\nCONDUIT\nFASTENERS\nAS REQUIRED\nFILE SHARP EDGES\n18 GA. GALV. METAL\nEXTEND PANEL @ BOTH\nTO PANEL TO NEXT ENDS 1\"\nROOM\nH A/B H A/B\nOC SWITCHING OC SWITCHING\nN TO LIGHT N TO LIGHT\nG FIXTURES G FIXTURES\nTYPICAL\nPANEL FRONT\nSWITCHING SCHEMATIC\nSCALE: NONE\nSURFACE MOUNTED PANEL WATER SHIELD DETAIL\nSCALE: NONE\nDate:\nDrawn By:\nChecked By: EDM\nProject Number: 2016-08\nSheet Name:\nSheet Number:\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016",
  "ELECTRICAL LEGEND\nLIGHTING FIXTURES - SEE LIGHTING FIXTURE SCHEDULE\nRECESSED GRID FLUORESCENT\nEMERGENCY EGRESS FLUORESCENT\nSURFACE MOUNTED FLUORESCENT\nBRACKET MOUNTED FLUORESCENT\nSELF-CONTAINED EMERGENCY LIGHTING\nEXIT LIGHT - WALL, CEILING\nSURFACE MOUNTED DOWNLIGHT\nRECESSED MOUNTED DOWNLIGHT\nWALL BRACKET\nFLOODLIGHT\nAREA LIGHT\nTRACK LIGHTING\nCONVENIENCE OUTLETS\nSIMPLEX\nDUPLEX - WALL (WP=WEATHERPROOF, GFI=GROUND FAULT PROTECTED), DOUBLE DUPLEX\nFLOOR MOUNTED DUPLEX\nDUPLEX ABOVE COUNTER\nDUPLEX - ISOLATED GROUND, DOUBLE DUPLEX ISOLATED GROUND\nFLOOR MOUNTED ISOLATED GROUND DUPLEX\nDUPLEX - MOUNTED AT 90\"\nDUPLEXES - MOUNTED ABOVE AND BELOW. ONE AT 16\" AND 90\". CONSULTING\nENGINEERS\nDUPLEXES - MOUNTED ABOVE AND BELOW. ONE AT 16\" AND ABOVE COUNTER.\nDUPLEX - ISOLATED GROUND, MOUNTED ABOVE COUNTER\nSPECIAL PURPOSE (CONFIG. AS NOTED) ANDREWS, HAMMOCK\nFLOOR MOUNTED SPECIAL PURPOSE\n& POWELL, INC.\nC C COMPUTER - WALL, FLOOR\n250 Charter Lane\nJ J JUNCTION BOX - WALL, CEILING\nSuite 100\nTV TELEVISION Macon, Georgia 31210\nTELEPHONE - WALL, FLOOR Phone: (478)405-8301\nSTUB MOUNTED OUTLET Fax: (478)405-8210\nCLOCK OUTLET WWW.AHPENGR.COM\nSWITCHES\nS SINGLE POLE (WP=WEATHERPROOF) E ORG\nI\nS M SINGLE POLE, MOTOR RATED G REGISTERED A\nS K SINGLE POLE, KEY OPERATED No. 17029\nPROFESSIONAL\nS\n3K THREE WAY, KEY OPERATED\nS\nO\nO\nC\nC S\nO\nI\nC\nN\nC\nG\nU\nL\nP\nE\nA\nP\nN\nO\nC\nL\nY\nE ,\nS\nO\nE\nC\nN\nC\nSO\nU\nR\nPANCY SENSOR\nJAMES E\nA\nN\n.\nG\nA\nIN\nND\nE\nR\nE\nE\nR\nWS,\nJR .\nS 2 DOUBLE POLE\nS 3 THREE WAY\nS 4 FOUR WAY\nPANELS\n120/208V, 3PH, 4W OR 240V, 1PH, 3W\n480/277V, 3PH, 4W\nPLYWOOD BACKBOARD\nSWITCHBOARD OR MOTOR CONTROL CENTER\nTCS TCS=TRANSIENT CONTROLLER, LAP=SURGE ARRESTER, ATS=AUTO TRANSFER SWITCH\nCIRCUITS\nRACEWAY IN CEILING OR WALL\nONE CROSSMARK PER WIRE, 2 WIRES UNLESS SHOWN\nHOMERUN - ONE ARROW PER CIRCUIT\nRACEWAY UNDER FLOOR OR SLAB\nFA FA=FIRE ALARM, IC=INTERCOM, TV=TELEVISION, C=COMPUTER\nEXPOSED RACEWAY\nFLEXIBLE RACEWAY\nCONDUIT - UP, DOWN\nSURFACE WIREWAY\nTYPE TC CABLE IN CABLE TRAY\nGENERAL EQUIPMENT\nF DISCONNECT SWITCH (F=FUSED, N=NON-FUSED)\nMOTOR CONTROLLER\nENCLOSED CIRCUIT BREAKER\nCOMBINATION STARTER/DISCONNECT\nC CONTACTOR\nPC PHOTO-CELL\nR AUXILIARY RELAY\nT TELEVISION DIRECTIONAL TAP\nPUSHBUTTON\nMOTOR - FRACTIONAL H.P.\n5 MOTOR - HORSEPOWER NOTED\nTRANSFORMER (DRY-TYPE)\nT THERMOSTAT\nPULL BOX\nCABLE TRAY\nTC TIME CONTROL\nCOMMUNICATION AND PROTECTION\nFAP FIRE ALARM PANEL (FAA=ANNUNCIATOR PANEL)\nSEC SECURITY ALARM PANEL - ADEMCO VISA 128 FBDT\nF FIRE ALARM PULL STATION\nF S FIRE ALARM HORN - STROBE , SPEAKER - STROBE\nB FIRE ALARM BELL\nS S SMOKE DETECTOR - WALL, CEILING\nH HEAT DETECTOR\nS S SPEAKER - CEILING PENDENT (WP=WEATERPROOF)\nP\nS DUCT MOUNTED SMOKE DETECTOR\nTT TT INDICATING STROBE, WALL, CEILING\nM M MOTION DETECTOR- ADEMCO 997\nD DOOR HOLDER\nA INTERCOM HAND SET - WALL, FLOOR (A=ADMINISTRATION, S=STAFF)\nMASTER CLOCK - WALL, CEILING (D=DOUBLE FACE)\nS HIGH POWER SPEAKER- ADEMCO WAVE2- 2 TONE INTERIOR SPEAKER, ADEMCO 784LC- EXTERIOR SPEAKER- TAMPER RESISTANT\nS SECURITY SYSTEM ZONE STATUS INDICATOR\nDate:\nM M MICROPHONE OUTLET - WALL, CEILING\nK SECURITY SYSTEM KEYPAD\nDrawn By: AJS\nCCTV CCTV CLOSED CIRCUIT TV CAMERA- INTERIOR- MINIDOME, 720P- HONEYWELL H3D1F1/ EXTERIOR CAMERA- MINIDOME WITH IR, 720P- HONEYWELL H4D1FR1 WITH HONEYWELL HD4CHIP- WK WALL MOUNT KIT\nCCMS TWIN CLOSED CIRCUIT TV CAMERAS MOUNTED 180^ OPPOSED\nChecked By: EDM\nCONDUIT SEALING FITTING\nML ML=MAGNETIC LOCK WITH EGRESS SECURITRON IMXDA, PS= POWER SUPPLY\nProject Number: 2016-08\nDR DOOR RELEASE- CAMDEN #703 EDR\nDS SECURITY DOOR SWITCH\nSheet Name:\nElectrical Legend and\nSchedules\nSheet Number:\nE801\nSTNEMUCOD\nNOITCURTSNOC\nRENOVATION\n& ADDITION\nTO NORTH\nMACON\nPARK\nRECREATION\nCENTER\nBIBB COUNTY\nRECREATION\nDEPARTMENT\n815 N MACON PARK DR\nMACON, GA 31210\nREVISIONS\n# DATE DESCRIPTION\n05/16/2016"
]