Document Gordoncountyga_doc_b199092b19

Gordon County Multipurpose Building and Arena 1060 Liberty Road S.W. Calhoun, Georgia 30701 REFERENCE CODES: PLUMBING, MECHANICAL, ELECTRICAL: SMITH ENGINEERING ARCHITECT: CARLSON & CARLSON ARCHITECTS STRUCTURAL: BK CONSULTING INDEX OF DRAWINGS CS COVER SHEET A1.0 OVERALL FLOOR PLAN A1.1 BUILDING LIFE SAFETY PLAN A1.2 ARENA LIFE SAFETY PLAN A2.1 BUILDING FLOOR PLAN A2.2 ARENA FLOOR PLAN A2.3 BUILDING ROOF PLAN A3.1 BUILDING & ARENA ELEVATIONS A3.2 BUILDING SECTIONS & CONSTRUCTION DETAILS A3.3 CONSTRUCTION DETAILS A4.1 ENLARGED PLAN, MILLWORK ELEVATIONS & DETAILS A6.1 BUILDING REFLECTED CEILING PLAN S2.1 BUILDING FOUNDATION PLAN, GENERAL NOTES & DETAILS S2.2 ARENA FOUNDATION PLAN & DETAILS P1.1 BUILDING PLUMBING PLAN P1.2 ARENA DOMESTIC WATER PLAN P2.1 PLUMBING SPECS & SCHEDULE M1.1 BUILDING HVAC PLAN M1.2 ARENA HVAC PLAN M2.1 HVAC SCHEDULES E1.0 ELECTRICAL SITE PLAN E1.1 OFFICE LIGHTING PLAN E1.2 ARENA ELECTRICAL PLAN E2.1 OFFICE POWER PLAN E3.1 ELECTRICAL DETAILS E3.2 ELECTRICAL SPECIFICATIONS THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. CS Project No : Date : Scale : Sheet : Title: . . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 COVER SHEET 05.02.2025 Gordon County Multipurpose Building and Arena 1060 Liberty Road S.W. Calhoun, Georgia 30701 ---PAGE BREAK--- 107'-10" 140'-7" 23'-5" 225' 80'-4" 30' 40' 125' 165' 275'-4" 248'-5" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EDGE OF CONCRETE PAD PIPE & RAIL PANELS AND GATES CONTINUOUS ARENA WALL PIPE & RAIL PANELS AND GATES CONTINUOUS ARENA WALL A A2.1 A A2.2 PHASE ONE PHASE TWO EDGE OF CONCRETE PAD 12'x12' PRESS BOX P.E.M.B. STRUCTURE ( TYP.) P.E.M.B. STRUCTURE ( TYP.) THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A1.0 Project No : Date : Scale : Sheet : Title: 1/16"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 OVERALL FLOOR PLAN 1/16" = 1'-0" OVERALL FLOOR PLAN 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 103 MEETING ROOM #1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMENS 115 MENS MOST REMOTE POINT OF TRAVEL ACTUAL MAXIMUM TRAVEL DISTANCE 70'-0" FE FE FE NOTE FIRE ALARM SYSTEM SHALL BE DESIGNED AND SUBMITTED FOR PERMIT INDIVIDUALLY BY SYSTEM INSTALLER. ACTUAL MAXIMUM TRAVEL DISTANCE 70'-0" OCCUPANT LOAD & DIRECTION OF TRAVEL EMERGENCY EGRESS LIGHTING W/ BATTERY BACK-UP EMERGENCY EXIT/EGRESS LIGHTING W/ BATTERY BACK-UP FE FIRE EXTINGUISHER EXTERIOR EMERGENCY LIGHTING W/ BATTERY BACK-UP BUILDING CLASSIFICATIONS & LIFE SAFETY CALCULATIONS OCCUPANCY CLASSIFICATION: ASSEMBLY OCCUPANCY - GROUP A-3 CONSTRUCTION CLASSIFICATION: NFPA TYPE II(0,0,0) IBC TYPE II-B BUILDING AREA SUMMARY GROSS SQ. FT. TOTAL 8,663 SQ.FT. ALLOWABLE AREA (PER TABLE 506.2) 9,500 SQ.FT. BUILDING HEIGHT HEIGHT OF BUILDING ABOVE AVERAGE GRADE: 21'-8" ALLOWABLE BUILDING HEIGHT: 55'-0" NUMBER OF STORIES: 1 ALLOWABLE NUMBER OF STORIES: 2 EXIT ACCESS MINIMUM NUMBER OF EXITS ALLOWED 2 ACTUAL NUMBER OF EXITS 7 EXIT ACCESS TRAVEL DISTANCE MAXIMUM TRAVEL DISTANCE ALLOWED: 200' ACTUAL MAXIMUM TRAVEL DISTANCE 70'-0" OCCUPANT LOAD (PER NFPA AND IBC) MEETING 3130s.f./15 210 PERSONS EXHIBITION 962s.f./30 32 PERSONS OFFICE 545s.f./150 5 PERSONS CONFERENCE 266s.f./15 18 PERSONS KITCHEN 356s.f./200 2 PERSONS ACCESS., STOR., MECH. AREAS 500s.f./300 4 PERSONS TOTAL OCCUPANT LOAD 271 PERSONS FIRE PROTECTION: · BUILDING WILL NOT BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. · FIRE ALARM & VOICE ANNUN CIATER SYSTEM SHALL BE DESIGNED AND SUBMITTED FOR PERMIT INDIVIDUALLY BY SYSTEM INSTALLER. LOCATION: 1060 LIBERTY ROAD S.W. CALHOUN, GA. 30701 SCOPE OF WORK PRE-ENGINEER METAL BUILDING STRUCTURE FOR EXHIBITIONS, MEETINGS, CONCESSIONS & ADMINISTRATION PURPOSES EGRESS CAPACITY WIDTH MINIMUM DOOR WIDTH 32" PER DOOR (PER IBC 1010.1.1; NFPA 101- 7.2.1.2.3) EGRESS CAPACITY: 1700 PERSONS THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A1.1 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING LIFE SAFETY PLAN 1/8" = 1'-0" BUILDING 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 LIFE SAFETY PLAN Gordon County Multipurpose Building and Arena ---PAGE BREAK--- X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MOST REMOTE POINT OF TRAVEL ACTUAL MAXIMUM TRAVEL DISTANCE 70'-0" BLEACHERS BLEACHERS BLEACHERS 104" / = 520 CAPACITY 104" / = 520 CAPACITY 77" / = 385 CAPACITY 127" / = 635 CAPACITY MOST REMOTE POINT OF TRAVEL AGRICULTURAL ARENA ACTUAL MAXIMUM TRAVEL DISTANCE 130'-8" P.E.M.B. STRUCTURE ( TYP.) P.E.M.B. STRUCTURE ( TYP.) NOTE FIRE ALARM SYSTEM SHALL BE DESIGNED AND SUBMITTED FOR PERMIT INDIVIDUALLY BY SYSTEM INSTALLER. ACTUAL MAXIMUM TRAVEL DISTANCE 70'-0" OCCUPANT LOAD & DIRECTION OF TRAVEL EMERGENCY EGRESS LIGHTING W/ BATTERY BACK-UP EMERGENCY EXIT/EGRESS LIGHTING W/ BATTERY BACK-UP FE FIRE EXTINGUISHER EXTERIOR EMERGENCY LIGHTING W/ BATTERY BACK-UP BUILDING CLASSIFICATIONS & LIFE SAFETY CALCULATIONS OCCUPANCY CLASSIFICATION: ASSEMBLY OCCUPANCY - GROUP A-5 CONSTRUCTION CLASSIFICATION: NFPA TYPE II(0,0,0) IBC TYPE II-B BUILDING AREA SUMMARY GROSS SQ. FT. TOTAL 37,125 SQ.FT. ALLOWABLE AREA (PER TABLE 506.2) UNLIMITED BUILDING HEIGHT HEIGHT OF BUILDING ABOVE AVERAGE GRADE:23'-10" FT. ALLOWABLE BUILDING HEIGHT: 55 FT. NUMBER OF STORIES: 1 ALLOWABLE NUMBER OF STORIES: UNLIMITED MINIMUM NUMBER OF EXITS ALLOWED BLEACHERS 3 ARENA 2 ACTUAL NUMBER OF EXITS BLEACHERS 4 ARENA 2 EXIT ACCESS TRAVEL DISTANCE MAXIMUM TRAVEL DISTANCE ALLOWED: 200' ACTUAL MAXIMUM TRAVEL DISTANCE (BLEACHERS) 82'-6" ACTUAL MAXIMUM TRAVEL DISTANCE (ARENA) 130'-8" OCCUPANT LOAD (PER NFPA AND IBC) BLEACHERS 1,479l.f./1.5 986 PERSONS AGRICULTURAL ARENA 27,904s.f./300 93 PERSONS TOTAL OCCUPANT LOAD 1,079 PERSONS FIRE PROTECTION: · STRUCTURE WILL NOT BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. · FIRE ALARM & VOICE ANNUNCIATER SYSTEM SHALL BE DESIGNED AND SUBMITTED FOR PERMIT INDIVIDUALLY BY SYSTEM INSTALLER. LOCATION: 1060 LIBERTY ROAD S.W. CALHOUN, GA. 30701 SCOPE OF WORK COVERED, OPEN AIR, PRE-ENGINEER METAL BUILDING STRUCTURE FOR VIEWING OF OUTDOOR ACTIVITIES THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A1.2 Project No : Date : Scale : Sheet : Title: 3/32"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 ARENA LIFE SAFETY PLAN 3/32" = 1'-0" ARENA 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 LIFE SAFETY PLAN Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 7'-8" 80' OUT-TO-OUT OF STEEL 103 MEETING ROOM #1 29'-8" 25'-2" 25'-8" 107'-6" OUT-TO-OUT OF STEEL CL 2'-10" 26' 1' 27' 29'-8" 107'-6" OUT=TO=OUT OF STEEL 1 41'-634" 14' 27' 25'-8" 2 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 2" 15' 3'-10" 3'-10" 15' 14' 2" 14'-2" 13'-10" 9'-6" 4' F 9' CL CL CL 10'-6" 7' 19'-2" 1' 18' 29'-10" 106 CORRIDOR 1 3 2 CL B A3.1 A A3.1 D A3.1 C A3.1 1' 1' 4 EDF EDF 107 OFFICE 110 IT 22' 4' 3'-8" 21'-8" 21'-2" 4' 4' 24'-8" 2" 2" 9' 4'-10" 25'-2" 11'-2" 3'-6" 3 4 2" 2" 6' 15' 11'-634" 1' 914" 16'-914" 30'-914" E B A D F 4" 5 107'-10" FACE OF STUD TO FACE OF STUD OUT-TO-OUT OF CONCRETE 80'-4" FACE OF STUD TO FACE OF STUD OUT-TO-OUT OF CONCRETE 6" 10" 80' OUT-TO-OUT OF STEEL E D C 15' 15' 20' 15' 15' B A 15' 15' 20' 15' 15' C 14'-4" 14'-4" 30'-8" 13'-6" 36' 80'-4" FACE OF STUD TO FACE OF STUD OUT-TO-OUT OF CONCRETE 2'-6" 15'-4" 17'-2" 20'-2" 2" 2" 107'-10" FACE OF STUD FACE OF STUD OUT-TO-OUT CONCRETE 5 CL CL CL CL CL CL CL CL CL CL CL CL CL FACE OF STEEL FACE OF STUD & CONCRETE FACE OF STEEL FACE OF STUD & CONCRETE FACE OF STEEL FACE OF STEEL FACE OF STEEL FACE OF STEEL FACE OF STEEL FACE OF STEEL FACE OF STUD & CONCRETE FACE OF STUD & CONCRETE 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMENS 115 MENS A A4.1 B A4.1 CL 1'-2" 2' 2" 49'-6" A A3.2 A B A A A A D C B A A A A A A A A B A B C FD FD 1' 1' 1' 10' 2'-6" 2'-6" 12'-2" 8' 2'-6" 2'-6" 9'-4" 8' 6' 4' 8' 5' 5' 3' 3' 3' 9'-2" 23'-8" 11'-8" 5'-4" A A A 3' 6'-4" 12' 9'-4" B C D A A 1 A3.3 2 A3.3 3 A3.3 4 A3.3 8 A3.3 5 A3.3 10 A3.3 6 A3.3 7 A3.3 7 A3.3 9 A3.3 O.H. 11 A3.3 12 A3.3 B A3.2 A A3.2 A3.2 C CONC. STOOP 10'x 36' CONC. WALK CONC. STOOP 5'x 12' CONC. WALK CONC. WALK TO ARENA UNDER PHASE 2 FE FE FE FD FD FS MOVABLE PARTITION STACKING POCKET MOVABLE PARTITION (PARTITION SHALL COMPLY W/ NFPA SECTION 7.2.1.12) SPRINKLER RISER EXTERIOR WALL: 6" COLD FORM METAL FRAMING AT 16"o.c. W/ MIN. R-19 BATT INSULATION; 58" GYPSUM BD. ON INTERIOR SIDE; FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING ON EXTERIOR SIDE; CULTURED STONE VENEER UP TO 3' A.F.F. & VERT. METAL WALL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE 3' A.F.F. NOTES: 1. REFER TO UNDERWRITERS LABORATORIES INC. FIRE RESISTANCE DIRECTORY FOR SPECIFIC MATERIALS AND METHODS OF FIRE RATINGS NOTED. 2. ALL DIMENSIONS ARE FROM FACE OF BLOCK TO FACE OF BLOCK AND FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED. INTERIOR WALL: 358" METAL STUDS AT 16"o.c. WITH; 58" GYPSUM BD. ON EACH SIDE; EXTEND TO 4" ABOVE CEILING HT. & BRACE TO STRUCTURE ABOVE AS REQUIRED. EXTERIOR WALL: 6" COLD FORM METAL FRAMING AT 16"o.c. W/ MIN. R-19 BATT INSULATION; 58" GYPSUM BD. ON INTERIOR SIDE; FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING ON EXTERIOR SIDE; CULTURED STONE VENEER OVER METAL LATH EXTERIOR WALL: 8" CONCRETE BLOCK WITH TRUSS TYPE CONTINUOUS JOINT REINFORCING AT 16"o.c. VERT. ON INTERIOR SIDE; FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING ON EXTERIOR SIDE; CULTURED STONE VENEER UP TO 3' A.F.F. & VERT. METAL WALL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE 3' A.F.F. FILL BLOCK VOIDS W/ LOOSE FILL OR FOAM-IN-PLACE INSULATION INTERIOR WALL: 8" CONCRETE BLOCK WITH TRUSS TYPE CONTINUOUS JOINT REINFORCING AT 16"o.c. VERT. INTERIOR WALL: 8" CONCRETE BLOCK WITH TRUSS TYPE CONTINUOUS JOINT REINFORCING AT 16"o.c. VERT. AS ACID STAINED WITH SEALER P AL P . . . P P P P . . 1 . . . . 102 101 EXHIBITION HALL VESTIBULE AL P S S/P* ACOUSTICAL CEILING SYSTEM STAIN SOLID SURFACE SS ACT S PAINT P FINISH KEY MENS PANTRY/ SUPPLIES KITCHEN/ CONCESSION LOBBY MECH./ ELEC. 115 114 111 112 113 IT ADMINISTRATION CONFERENCE MEETING ROOM #3 OFFICE CORRIDOR 108 109 110 105 107 106 1. PAINT EXPOSED ROOF STRUCTURE ABOVE. 2. STAIN WOOD DOORS, PAINT HOLLOW METAL DOORS. 3. PAINT GYPSUM BD. SOFFIT. 4. STAIN WOOD DOOR; ALUM. STOREFRONT DOOR & FRAME TO BE FACTORY FINISHED. NOTES . . SS . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . 4 ROOM NAME ROOM# FLOOR CEILING BASE NORTH SOUTH CABINETS COUNTERTOPS WEST EAST WALLS TRIM NOTES FRAMES SHELVING DOORS . . . ACT ACT P P P P P P P P P P P P P P P P P P P P . . . . . . . S/AL* S S S S S S S S/AL* P P/AL* P P P P P P P P/AL* P . SS . P P P P P P P P P P P 104 103 MEETING ROOM #1 MEETING ROOM #2 S/P* . . . 2,3 . . . S/P* P P . . P P P P P P P P NO APPLIED FINISH NA P* NA P . . . JANITOR WOMENS . . . 117 116 . . . SS . . . . P P P P P P P P P S S P P P ACT ACT P P P P P P P P P P P P P ALUMINUM AL RUBBER R NOT APPLICABLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P P P P P ACT P/ACT* P/ACT* P/ACT* 2,3 2,3 P/ACT* ACT 100 A A3.4 1 SYMBOLS LEGEND A A3.1 A A3.2 A FE FD HARDWARE . . SIGN . NOTES SET LABEL . . . . FRAME TYPE DOOR # 101A SIZE DOOR SCHEDULE 103A 40 80 . . . 102A 31 71 . 104A . . . . 101B 40 80 . . . . . . . . 106D . 3'0"x7'0" 106C . . 105A . . . . 3'0"x7'0" . . . 108A 107A 20 71 71 . . 20 . 109A 3'0"x7'0" 20 71 . . . . 3'0"x7'0" . . . . 111A 110A 20 71 71 . . 30 112A 3'0"x7'0" 20 71 . . . WOMENS . . 3'0"x7'0" . . . . 113A 3'0"x7'0" 116A 115A 20 71 . . . PR-3'0"x7'0" 114B . 117A 3'0"x7'0" . . 114A . MENS 3'0"x7'0" 3'0"x7'0" PR-3'0"x7'0" 3'0"x7'0" PR-3'0"x7'0" PR-3'0"x7'0" 31 71 . . . . 40 80 21 72 20 70 20 70 20 71 . . . . . . . . . . . . . . . . . . . . 3'0"x7'0" 3'0"x7'0" 31 71 3'0"x7'0" PR-3'0"x7'0" 31 71 106A 106B PR-3'0"x7'0" PR-3'0"x7'0" PR-3'0"x7'0" 40 80 22 72 22 72 22 72 . . . 113B 10'0"x5'2" 10 . . . . . 113C 6'0"x5'2" 10 . . 21 SOLID CORE WOOD DOORS 20 7'-4" 7' HOLLOW METAL DOOR FRAMES 70 4" 3'-4" 2" 3' 2" 30 HOLLOW METAL DOOR 40 ALUMINUM DOOR 31 14" TEMPERED GLASS 7'-2" 7' 71 2" 3'-4" 2" 3' 2" 14" TEMPERED GLASS 34" DOUBLE GLAZED, LOW E INSULATED, TEMPERED 80 ALUMINUM DOOR FRAMES 10 7'-2" 7' 2" 6'-4" 2" 6' 2" 22 14" TEMPERED GLASS 7'-2" 7' 72 2" 6'-4" 2" 6' 2" 2'-10" FIN. FLR. 5'-2" 8' METAL ROLL-UP DOOR/SHUTTER 10' 6' AT SIMILAR THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A2.1 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING FLOOR PLAN 1/8" = 1'-0" BUILDING FLOOR PLAN 05.02.2025 A 1060 Liberty Road S.W. Calhoun, Georgia 30701 DOOR, WINDOW AND FRAME TYPES Gordon County Multipurpose Building and Arena 1 Added Sprinkler Riser 06.21.2025 1 2 2 Movable partition clarification 07.03.2025 ---PAGE BREAK--- 165' 25' 25' 25' 25' 225' 40' 125' 25' 125' 40' 165' A CL CL CL CL CL CL CL CL 25' 25' 25' 25' 25' 25' 25' 25' 225' CL CL CL CL CL CL 2 25' 25' 25' 25' 25' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ARENA FLOOR CL CL 1 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 1 10 B A B B PIPE & RAIL PANELS AND GATES 4' WIDE OVERHANG EDGE OF CONCRETE SLAB 4' WIDE OVERHANG PIPE & RAIL PANELS AND GATES EDGE OF CONCRETE SLAB X X BLEACHER AREA PRESS BOX- CONTRACTOR TO COORDINATE WITH OWNER BLEACHER AREA 1' 24' 24' 1' 1' 24' 24' 1' 18'x 20' CONC. WALK CONC. WALK TO CONCESSION BLDG. UNDER PHASE 1 E A3.1 E A3.1 O.H. F A3.1 G A3.1 P.E.M.B. STRUCTURE ( TYP.) P.E.M.B. STRUCTURE ( TYP.) THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A2.2 Project No : Date : Scale : Sheet : Title: 3/32"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 ARENA FLOOR PLAN 3/32" = 1'-0" ARENA FLOOR PLAN 05.02.2025 A 1060 Liberty Road S.W. Calhoun, Georgia 30701 Gordon County Multipurpose Building and Arena 558'-9 3/4" 12'-5 1/4" 5'-4" 10'-7" 12'-3 1/4" 11'-9 3/4" 10'-6 3/4" 8'-6" 9'-4 3/4" 7'-7 1/2" 7'-4" 5'-10 1/2" 8'-5 1/2" 5'-9 1/2" 7'-2 1/4" 5'-4 1/2" 4'-1 3/4" 3'-7 1/2" 2'-6 1/2" 3'-7" 5'-7" 4'-11 1/2" 4'-3/4" 5'-9 1/4" 6'-4 1/2" 5'-10 1/2"4'-1/2" 6'-8" 5'-4 1/4" 6'-4" 8'-1 3/4" 11'-1" 8'-1 3/4" 9'-2 3/4" 5'-11 1/2" 4'-5 1/2" 2'-10 1/2" 9'-3 3/4" 5'-5 1/4" 3'-11 3/4" 6'-2 1/2"5'-1/4" 3'-6 1/2" 7'-5"3'-10 1/2" 4'-11 3/4" 5'-6 1/2"7'-1 3/4" 4'-11 3/4"7'-9 3/4" 6'-2 3/4" 13'-8 1/4" 13'-10 1/4" 6'-9 3/4" 8'-9 1/4" 5'-8 1/4" 6'-5" 5'-3 3/4"5'-3/4" 5'-9 3/4" 5'-1/4" 5'-0" 6'-1/2" 6'-11" 7'-5 1/2" 5'-1/2" 7'-2 3/4" 7'-6 1/4" 6'-11" 5'-11 1/4" 8'-3" 9'-1/4" 4'-6" 6'-2 3/4" 5'-7 1/2" 5'-7 1/4" 9'-1 1/4" 6'-1/2" 7'-5 1/2" 7'-4 3/4" 11'-9" 8'-2 1/4" 6'-3 1/2" ---PAGE BREAK--- D A3.1 B A3.1 A A3.1 A3.1 C STANDING SEAM METAL ROOF SYSTEM STANDING SEAM RIDGE CAP STANDING SEAM RIDGE CAP STANDING SEAM METAL ROOF SYSTEM STANDING SEAM METAL ROOF SYSTEM 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE GUTTER EXPAN. JT. GUTTER EXPAN. JT. DS DS DS DS DS DS DS DS DS DS DS ALUM. GUTTER & DOWNSPOUT (TYP.) ALUM. GUTTER & DOWNSPOUT (TYP.) ALUM. GUTTER & DOWNSPOUT (TYP.) ALUM. GUTTER & DOWNSPOUT (TYP.) A A3.2 B A3.2 A A3.2 A3.2 C THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A2.3 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING ROOF PLAN 1/8" = 1'-0" BUILDING ROOF PLAN 05.02.2025 A 1060 Liberty Road S.W. Calhoun, Georgia 30701 Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 3 12 11'-6" 3 12 A B C D E F PRE-ENGINEERED METAL BUILDING WALL PANELS METAL DOWNSPOUT (SIZED BY P.E.M.B. MFG.) ALUM. STOREFRONT ENTRY METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) CULTURED STONE VENEER P.E.M.B. RAKE TRIM 3' 4'-0" FIN. FLR. EAVE STRUT RIDGE CAP (TYP.) C A3.2 OUTSIDE AIR INTAKE LOUVER EXTERIOR LED LIGHT EMERGENCY LED LIGHT 1 2 3 4 5 ALUM. STOREFRONT ENTRY H.M. DOOR & FRAME PRE-ENGINEERED METAL BUILDING ROOF PANELS METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) PRE-ENGINEERED METAL BUILDING WALL PANELS METAL DOWNSPOUT (SIZED BY P.E.M.B. MFG.) CULTURED STONE VENEER RIDGE CAP (TYP.) 3' P.E.M.B. FASCIA TRIM FIN. FLR. A A3.2 B A3.2 A A3.2 OUTSIDE AIR INTAKE LOUVER EXTERIOR LED LIGHT EMERGENCY LED LIGHT 3 12 11'-6" 3 12 F E D C B A ALUM. STOREFRONT ENTRY METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) PRE-ENGINEERED METAL BUILDING WALL PANELS METAL DOWNSPOUT (SIZED BY P.E.M.B. MFG.) CULTURED STONE VENEER FIN. FLR. EAVE STRUT RIDGE CAP (TYP.) P.E.M.B. RAKE TRIM C A3.2 RESTROOM EXHAUST VENT EXHAUST VENT EXTERIOR LED LIGHT EMERGENCY LED LIGHT 1 2 3 4 5 H.M. DOOR & FRAME PRE-ENGINEERED METAL BUILDING ROOF PANELS METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) PRE-ENGINEERED METAL BUILDING WALL PANELS METAL DOWNSPOUT (SIZED BY P.E.M.B. MFG.) CULTURED STONE VENEER RIDGE CAP (TYP.) 3' P.E.M.B. FASCIA TRIM FIN. FLR. A A3.2 B A3.2 A A3.2 EXTERIOR LED LIGHT EMERGENCY LED LIGHT 1 PRE-ENGINEERED METAL BUILDING ROOF PANELS METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) METAL DOWNSPOUT ON FACE OF P.E.M.B. FRAME (SIZED BY P.E.M.B. MFG.) RIDGE CAP (TYP.) P.E.M.B. FASCIA TRIM 2 3 4 5 6 7 8 9 10 LIVESTOCK FENCE PANELS - COOR. SIZE AND PLACEMENT WITH OWNER LIVESTOCK FENCE PANELS - COOR. SIZE AND PLACEMENT WITH OWNER OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN 1 12 17' 1 12 A METAL DOWNSPOUT (SIZED BY P.E.M.B. MFG.) P.E.M.B. RAKE TRIM 4'-0" EAVE STRUT RIDGE CAP (TYP.) B 8" 8" 4' 165' METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) P.E.M.B. FRAME LIVESTOCK FENCE PANELS - COOR. SIZE AND PLACEMENT WITH OWNER ALUMINUM BLEACHERS OPEN METAL DOWNSPOUT ON FACE OF P.E.M.B. FRAME (SIZED BY P.E.M.B. MFG.) METAL BOX GUTTER (SIZED BY P.E.M.B. MFG.) P.E.M.B. FASCIA TRIM PRE-ENGINEERED METAL BUILDING ROOF PANELS RIDGE CAP (TYP.) 10 9 8 7 6 5 4 3 2 1 ALUMINUM BLEACHERS ALUMINUM BLEACHERS ALUMINUM BLEACHERS OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A3.1 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING & ARENA 05.02.2025 EAST ELEVATION 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" WEST ELEVATION 1/8" = 1'-0" A D B C 1060 Liberty Road S.W. Calhoun, Georgia 30701 WEST ELEVATION 1/8" = 1'-0" E NORTH ELEVATION 1/8" = 1'-0" F SOUTH ELEVATION 1/8" = 1'-0" G ELEVATIONS Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 3 12 11'-6" 3 12 11'-6" 106 CORRIDOR 102 EXHIBITION HALL 116 WOMENS 115 MENS 2 A3.2 1 A3.2 7 A3.2 6 A3.2 3 A3.2 4 A3.2 5 A3.2 C A3.2 3 12 11'-6" 3 12 11'-6" 106 CORRIDOR 109 2 A3.2 1 A3.2 2 A3.2 1 A3.2 8 A3.2 ADMINISTRATION 108 CONFERENCE 105 MEETING ROOM #3 C A3.2 O.H. O.H. 103 MEETING ROOM #1 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 A A3.2 B A3.2 A A3.2 9 A3.2 2 A3.2 10 A3.2 12 A3.2 9 A3.2 O.H. 11 A3.2 2 A3.2 O.H. X X FIN. FLR. ELEV. 0'-0" X X X X CONT. FOOTING SEE STRUCTURAL 3'-0" TO FIN. FLR. MANUF. STONE VENEER OVER METAL LATH FLASHING W/ CLOSURE MANUF. STONE SILL X 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON #4 at 5'-0"o.c. EA. WY & 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE 1'-6" 1'-6" R-19 BATT INSULATION DOWNSPOUT BEYOND FOUNDATION WEEP SCREED 58" GYPSUM BD. ON 6" METAL FRAMING AT 16"o.c. 2" MIN. AT PAVING (SIMILAR) 4" MIN. AT GRADE VERTICAL METAL PANELS ON 3 4" GALV. METAL HAT CHANNELS AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING PRE-ENGINEERED METAL BLDG. FRAME BEYOND 2" PRE-FINISHED METAL SOFFIT PANEL PRE-FINISHED METAL FASCIA TRIM SOFFIT TRIM PRE-ENGINEERED METAL BLDG. ROOF PANELS PRE-ENGINEERED METAL BLDG. FRAME BEYOND R-30 BATT INSULATION 4' EAVE STRUT 11'-6" 3 12 VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING 58" GYPSUM BD. ON 6" METAL FRAMING AT 16"o.c. R-19 BATT INSULATION LAY-IN ACOUSTICAL TILE CEILING SYSTEM (SEE R.C.P. FOR HT.) BOX GUTTER SIZED BY P.E.M.B. MFG. PRE-FINISHED METAL SOFFIT PANEL PRE-FINISHED METAL FASCIA TRIM SOFFIT TRIM PRE-ENGINEERED METAL BLDG. ROOF PANELS PRE-ENGINEERED METAL BLDG. FRAME BEYOND R-30 BATT INSULATION 4' EAVE STRUT 11'-6" 3 12 VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING 8" CONC. BLOCK TRUSS TYPE CONT. JOINT REINFORCING 16"o.c. VERT. BOX GUTTER SIZED BY P.E.M.B. MFG. X X X X X X X 4" 4" 4" 414" 414" 4" WALL THICKNESS 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE 8" CONCRETE BLOCK 3-#5 CONT. BOTTOM F.F.E. 0'-0" TRUSS TYPE CONT. JOINT REINFORCING 16"o.c. VERT. #4 AT 36"o.c. TRANSVERSE 58" GYPSUM BD. ON 78" METAL HAT CHANNELS AT 16"o.c. CEILING 9'-4" AFF LAY-IN ACOUSTICAL TILE CEILING SYSTEM SUSPENDED GYPSUM BD. CEILING SYSTEM 8" CONC. BLOCK 58" GYPSUM BD. ON 78" METAL HAT CHANNELS AT 16"o.c. LAY-IN ACOUSTICAL TILE CEILING SYSTEM CEILING 9'-4" AFF CEILING 9'-0" AFF LT GAGE HEADER (SEE STRUCT) 58" GYPSUM BD. ON 3 58" METAL FRAMING AT 16"o.c. - EXTEND TO ROOF DECK ABOVE ON ROOM SIDE LAY-IN ACOUSTICAL TILE CEILING SYSTEM CEILING 9'-4" AFF CEILING 9'-0" AFF LT GAGE HEADER (SEE STRUCT) 58" GYPSUM BD. ON 3 58" METAL FRAMING AT 16"o.c. CEILING 9'-4" AFF 3' LAY-IN ACOUSTICAL TILE CEILING SYSTEM VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING SOFFIT 9'-0" AFF CEILING 10'-4" AFF LAY-IN ACOUSTICAL TILE CEILING SYSTEM 58" GYPSUM BD. ON 3 58" METAL FRAMING AT 16"o.c. 58" GYPSUM BD. ON 6" METAL FRAMING AT 16"o.c. R-19 BATT INSULATION 758" 3 58" METAL FRAMING AT 16"o.c. CEILING 10'-4" AFF LAY-IN ACOUSTICAL TILE CEILING SYSTEM CEILING 10'-4" AFF SOFFIT 9'-0" AFF OPERABLE WALL PANEL, TOP SEAL AND CEILING TRACK 58" GYPSUM BD ON 312" METAL FRAMING AT 16"o.c. STEEL BEAM (SEE STRUCT.) 812" CL 812" OPERABLE WALL PANEL AND BOTTOM SEAL 4"x3"x14"x6"LG ANGLE LLV AT 48"o.c. (24"o.c. AT STACKING AREA) C4x5.4 SPA. AT 48"o.c. (24"o.c. AT STACKING AREA) C8x11.5 CONT. PRE-ENGINEERED METAL BLDG. FRAME PRE-ENGINEERED METAL BLDG. PURLIN R-30 BATT INSULATION PRE-ENGINEERED METAL BLDG. ROOF PANELS 58" GYPSUM BD. ON 3 58" METAL FRAMING AT 16"o.c. (EXHIBITION HALL SIDE ONLY) GYPSUM BD. TRIM RAKE TRIM RAKE EXTENSION TRIM SOFFIT PANEL AND TRIM PRE-ENGINEERED METAL BLDG. FRAME PRE-ENGINEERED METAL BLDG. PURLIN R-19 BATT INSULATION 1' R-30 BATT INSULATION PRE-ENGINEERED METAL BLDG. ROOF PANELS VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING 58" GYPSUM BD. ON 6" METAL FRAMING AT 16"o.c. X X FIN. FLR. ELEV. 0'-0" X X X X CONT. FOOTING SEE STRUCTURAL 3'-0" TO FIN. FLR. MANUF. STONE VENEER OVER METAL LATH FLASHING W/ CLOSURE MANUF. STONE SILL X 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON #4 at 5'-0"o.c. EA. WY & 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE 1'-6" 1'-6" FOUNDATION WEEP SCREED 8" CONC. BLOCK 2" MIN. AT PAVING (SIMILAR) 4" MIN. AT GRADE VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING TRUSS TYPE CONT. JOINT REINFORCING 16"o.c. VERT. EXTERIOR WALL: 8" CONCRETE BLOCK W/ #5 REBAR 2'-8"o.c. MAX IN CONC FILLED CELL, FILL VOIDS WITH LOOSE FILL OR FOAM-IN-PLACE INSULATION; TRUSS TYPE CONTINUOUS JOINT REINFORCING AT 16"o.c. VERT. LOOSE FILL OR FOAM-IN-PLACE INSULATION THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A3.2 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING SECTIONS & 05.02.2025 BUILDING SECTION 1/8" = 1'-0" A 1060 Liberty Road S.W. Calhoun, Georgia 30701 BUILDING SECTION 1/8" = 1'-0" B BUILDING SECTION 1/8" = 1'-0" C CONSTRUCTION DETAILS 1 2 3 4 5 6 7 8 9 10 11 12 Gordon County Multipurpose Building and Arena 19'-7 1/2" 12'-3" 10'-7" 12'-4 1/2" ---PAGE BREAK--- 2" 2" 58" GYPSUM BD. ON METAL FRAMING AT 16"o.c. 1' MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING PRE-ENGINEERED METAL BLDG. FRAME R-19 BATT INSULATION PRE-ENGINEERED METAL BLDG. FRAME 2" 58" GYPSUM BD. ON METAL FRAMING AT 16"o.c. MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING R-19 BATT INSULATION PRE-ENGINEERED METAL BLDG. FRAME 2" 58" GYPSUM BD. ON METAL FRAMING AT 16"o.c. R-19 BATT INSULATION 912" 912" MANUF. STONE VENEER OVER METAL LATH FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING ON METAL STUD FRAMING 2" 2" 1' 8" CONC. BLOCK W/ TRUSS TYPE CONT. JOINT REINFORCING 16"o.c. VERT. PRE-ENGINEERED METAL BLDG. FRAME MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING PRE-ENGINEERED METAL BLDG. FRAME 2" 58" GYPSUM BD. ON METAL FRAMING AT 16"o.c. MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING R-19 BATT INSULATION 2" 2'-10" 8" CONC. BLOCK W/ TRUSS TYPE CONT. JOINT REINFORCING 16"o.c. VERT. PRE-ENGINEERED METAL BLDG. FRAME MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 3 4" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING 912" 912" 912" 912" MANUF. STONE VENEER OVER METAL LATH STRUCTURAL STEEL COLUMN FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING ON MTL. STUD FRAMING PRE-ENGINEERED METAL BLDG. FRAME 2" 58" GYPSUM BD. ON METAL FRAMING AT 16"o.c. MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING R-19 BATT INSULATION 2" 914" PRE-ENGINEERED METAL BLDG. FRAME 58" GYPSUM BD. ON METAL FRAMING AT 16"o.c. FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING MANUF. STONE VENEER OVER METAL LATH TO 3'-0"A.F.F. VERTICAL METAL PANELS ON 3 4" GALV. METAL HAT CHANNELS AT 16"o.c. ABOVE R-19 BATT INSULATION OVERHEAD SHUTTER X X FIN. FLR. ELEV. 0'-0" X X X X X X 2" BULLNOSE EDGE P.T. 2X6 TOP PLATE SOLID SURFACE COUNTER TOP 3 4" PANEL PRODUCTS CENTER SUPPORT COVER ALL EXPOSED SURFACES W/ PLAS. LAM. END PANEL BEYOND 112" BULLNOSE EDGE 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE 2'-10" X X LAY-IN ACOUSTICAL TILE CEILING SYSTEM CEILING 9'-4" AFF LT GAGE HEADER CEILING 10'-6" AFF 58" GYPSUM BD. ON 3 58" METAL FRAMING AT 16"o.c. LAY-IN ACOUSTICAL TILE CEILING SYSTEM 58" GYPSUM BD. ON 3 58" METAL FRAMING AT 16"o.c. SHUTTER 8'-0" AFF PRE-ENGINEERED METAL BLDG. FRAME 2" 58" GYPSUM BD. ON 78" METAL HAT CHANNELS AT 16"o.c. MANUF. STONE VENEER OVER METAL LATH FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING R-19 BATT INSULATION 10" 6" 912" 912" 8" CONC. BLOCK W/ TRUSS TYPE CONT. JOINT REINFORCING 16"o.c. VERT. X X FIN. FLR. ELEV. 0'-0" X X X X CONT. FOOTING SEE STRUCTURAL MANUF. STONE VENEER OVER METAL LATH X FOUNDATION WEEP SCREED 2" MIN. AT PAVING (SIMILAR) FLUID APPLIED VAPOR - PERMEABLE AIR BARRIER OVER 12" DENSGLASS SHEATHING PRE-FINISHED METAL SOFFIT PANEL SOFFIT TRIM PRE-ENGINEERED METAL BLDG. ROOF PANELS R-30 BATT INSULATION 4' EAVE STRUT 11'-6" 3 12 VERTICAL METAL PANELS ON 34" GALV. METAL HAT CHANNELS AT 16"o.c. 58" GYPSUM BD. ON 6" METAL FRAMING AT 16"o.c. R-19 BATT INSULATION SOLID SURFACE COUNTER TOP 34" PANEL PRODUCTS CENTER SUPPORT COVER ALL EXPOSED SURFACES W/ PLAS. LAM. END PANEL BEYOND 112" BULLNOSE EDGE 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE 2'-10" P.T. 2X10 TOP PLATE X X SHUTTER 8'-0" AFF LAY-IN ACOUSTICAL TILE CEILING SYSTEM CEILING 9'-4" AFF FLASHING W/ CLOSURE OVERHEAD SHUTTER PRE-FINISHED METAL FASCIA TRIM BOX GUTTER SIZED BY P.E.M.B. MFG. EXP. JT. THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A3.3 Project No : Date : Scale : Sheet : Title: . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 CONSTRUCTION DETAILS 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 1 2 3 4 5 6 7 8 9 10 11 12 Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 2 1 1 1 1 1 2 2 2 1 1 3 4 3 5 5 5 5 5 5 5 5 5 5 5 6 6 7 7 7 7 8 TYP. OF 4 8 TYP. OF 4 TYP. OF 4 TYP. OF 4 9 9 9 9 10 10 10 10 115 MEN 116 WOMEN 11 11 11 11 11 11 12 13 6 9 10 13 6 9 10 15 16 117 JANITOR 5' CLEAR 3'-412" 3' 3' 3' 3' 3' F.D. F.D. 5' 5' A A 13 14 113 KITCHEN/ CONCESSIONS A B C C D E C D B FD FD FS 30"x48" CLEAR FLOOR SPACE 3' ADA COUNTER 30"x48" SIDE APPROACH CLEAR FLOOR SPACE 30"x48" CLEAR FLOOR SPACE 3' ADA COUNTER 30"x48" SIDE APPROACH CLEAR FLOOR SPACE FIXTURE AND NOTES NUMBER A EQUIPMENT LEGEND DRINK COOLER ICE MAKER REFRIGERATOR B C DISHWASHER D 30"x72" STAINLESS PREP TABLES E WATER CLOSET - 15" A.F.F. TO RIM FIXTURE AND NOTES HANDICAP WATER CLOSET - 18" A.F.F. TO RIM NUMBER 2 1 3 4 7 8 6 FIXTURE LEGEND TOILET TISSUE DISPENSER - MOUNTED 24" A.F.F. TO CENTERLINE OF UNIT LAVATORY - MONOLITHIC IN COUNTERTOP 34" A.F.F. MAX. TO RIM HEIGHT GRAB BARS - MOUNTED 36" A.F.F. TO CENTERLINE OF BAR 5 MIRROR - MOUNTED 40" A.F.F. TO BOTTOM OF REFLECTIVE SURFACE URINAL - MOUNTED 24" A.F.F. TO BASIN OPENING HANDICAP URINAL - MOUNTED 17" A.F.F. TO BASIN OPENING 9 AUTOMATIC PAPER TOWEL DISPENSER; AUTOMATIC SOAP DISPENSER; MOUNTED 40" A.F.F. TO BOTTOM OF UNIT MOUNTED 40" A.F.F. TO BOTTOM OF UNIT 10 SOLID PHENOLIC TOILET PARTITIONS 11 12 ELECTRIC WATER COOLER 14 TRIPLE BOWL SINK - MOUNTED IN COUNTERTOP 15 FLOOR MOUNTED SERVICE SINK WITH HOSE BIB CONNECTION 16 MOP AND BROOM HOLDER 13 WALL HUNG LAVATORY - MOUNTED 34" A.F.F. MAX. TO RIM HEIGHT 38"-48" MAX. TO START MECHANISM 9" MIN. 29" MIN. 34" MAX. TO TOP OF LAV. RIM 27" MIN. 40" MAX. TO BOTTOM OF REFLECTIVE SURFACE 15" 17"-19" MAX. FOR HC 24" 19" MIN. 24" 17" HC 33"-36" 68" STANDARD 48" HC 3'-4" 36" MAX. (HC) 40" STANDARD MILLWORK SECTIONS 3/4" = 1'-0" 1 112"Ø BULLNOSE EDGE 1x FRAME CONT. NAILER 2'-6" 238" 18" 112" 2'-10" 1'-9" 3 4" PANEL PRODUCT SUPPORT - PAINTED SOLID SURFACE COUNTERTOP W/ EASED EDGE 34" FACING 3 58" MTL STUD END WALL 2'-1" 4 112"Ø BULLNOSE EDGE 34" SOLID SURFACE COUNTER TOP W/ RADIUS 34" PANEL PRODUCT END PANEL (BIRCH OR EQUAL) 2'-10" 1'-4" 34" PANEL PRODUCTS COVER ALL EXPOSED SURFACES W/ PLAS. LAM. BULLNOSE EDGE 112"Ø BULLNOSE EDGE 2' 4" 1'-2" 1'-4" PT. 2"x4" WOOD FRAME CONT. NAILER 2'-10" VINYL BASE 14" PANEL PRODUCT BACK PANEL - OVER ALL EXPOSED SURFACES W/ PLASTIC LAMINATE 112" 2 CONT. NAILER 2' 1x FRAME 34" PANEL PRODUCT END PANEL - COVER ALL EXPOSED SURFACES W/ PLAS. LAM. 112"Ø BULLNOSE EDGE 112" 2'-10" OPEN KNEE SPACE SOLID SURFACE COUNTERTOP W/ EASED EDGE SOLID SURFACE COUNTERTOP W/ EASED EDGE 3 6" MAX. TO CLEARANCE 8" MIN. KNEE CLEARANCE 17" MIN. MIRROR 9" MIN. 27" MIN. 29" MIN. 34" MAX. TO TOP OF LAV. RIM 40" MAX. TO BOTTOM OF REFLECTIVE SURFACE INSULATE ALL EXPOSED PIPING UNDER SINKS 33"-36" 19" MIN. 17"-19" 36" MAX. TOILET PAPER DISPENSER 12" MAX. 42" MIN. 54" MIN. 6" MAX. 36" MIN. LEVER TO BE LOCATED ON WIDE SIDE OF STALL 1'-6" 6" MAX. 8" MIN. 17"-19" 9" MIN. 27" MIN. 36" MAX. 10' 2'-10" 1 A4.1 A WOMEN'S 116 MEN'S 115 3 4" PANEL PRODUCT SUPPORT - PAINTED 18"x30" MIRROR OPEN MILLWORK ELEVATIONS 1/2" = 1'-0" 3 58" MTL STUD END WALL (EACH SIDE) KITCHEN/ CONCESSIONS 113 B 2'-10" 14'-834" 4' 1'-9" 12' 2'-10" 3 A4.1 OPEN KNEE SPACE 2' 1'-9" DISHWASHER 2'-6" 2' EQUAL EQUAL 2' EQUAL FOR 8 21'-6" 2 A4.1 OPEN KNEE SPACE 12 A3.3 2' 11 A3.3 2 A4.1 4 A4.1 2 A4.1 2'-10" KITCHEN/ CONCESSIONS 113 C KITCHEN/ CONCESSIONS 113 D 3' ADA ACCESSIBLE DESIGN NOTES: · ALL COUNTERS HEIGHTS TO BE 34" A.F.F. (36" A.F.F. MAX.) · COUNTER SHALL BE FRONT APPROACH ACCESSIBLE ON SERVING SIDE AND SIDE APPROACH ACCESSIBLE ON CUSTOMER SIDE. · CONCESSION COUNTER TO BE BUILT WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, INCLUDING SECTION 904.4, 305 AND 306. THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A4.1 Project No : Date : Scale : Sheet : Title: AS NOTED . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 ENLARGED TOILET PLAN 1/4" = 1'-0" ENLARGED PLAN 05.02.2025 A ENLARGED KITCHEN/CONCESSIONS PLAN 1/4" = 1'-0" B 1060 Liberty Road S.W. Calhoun, Georgia 30701 HANDICAP ACCESSIBILTY GUIDLINES 1/2" = 1'-0" GENERAL FIXTURE MOUNTING HEIGHTS 1/2" = 1'-0" MILLWORK ELEV. & DETAILS Gordon County Multipurpose Building and Arena 2 Concession ADA notes 07.03.2025 2 2 2 ---PAGE BREAK--- 103 MEETING ROOM #1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMEN 115 MEN A A3.2 B A3.2 A A3.2 A3.2 C 9'-4" 10'-4" 10'-4" 10'-4" 9'-4" 9'-0" 9'-0" 9'-0" 9'-0" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" EXPOSED HVAC DUCT 2'x2' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM REFLECTED CEILING PLAN LEGEND LIGHTING FIXTURE SEE FIXTURE SCHEDULE FOR DETAILS INTERIOR: GYPSUM BOARD CEILING EXTERIOR AND RESTROOMS: MOISTURE RESISTANT CEILING/SOFFIT BOARD NOTE: COORDINATE LOCATIONS OF ACCESS PANELS WITH MECHANICAL, ELECTRICAL AND PLUMBING PLANS } 9'-4" PRE-FINISHED METAL SOFFIT THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. A6.1 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING REFLECTED CEILING PLAN 1/8" = 1'-0" BUILDING 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 REFLECTED CEILING PLAN Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 2" 1' 26' 25'-8" 25'-2" 28'-8" 1' 2" 27' 29'-8" 107'-6" OUT TO OUT OF STEEL 2 1 5 3 4 107'-10" OUT TO OUT OF CONCRETE 20' 10' 1' 1' 1' 1 0 1' 26' 2'-10" 18' 4'-10" 25'-2" 28'-8" 1' 27' 25'-8" 29'-8" 2" 2" 4 5 3 2 1 15' 15' 15' 15' 2" 2" F 80' OUT-TO-OUT OF STEEL E D C B A 80'-4" FACE OF STUD TO FACE OF STUD OUT-TO-OUT OF CONCRETE 14' 14' 2" 15' 15' 914" 7'-8" 11'-634" 15' 15' 2" 20' E B A D F C 3' 3' 4' 3' 3' A S2.1 TYP. COL. LINE 5 3' 3' 3' 3' A S2.1 TYP. COL. LINE 1 9' 1'-6" 2'-0" B S2.1 TYP. COL. LINE F C S2.1 TYP. COL. LINE F TYP. COL. LINE F U.N. 9' TYP. COL. LINE A U.N. C S2.1 TYP. COL. LINE A B S2.1 TYP. COL. LINE A 1'-6" 2'-0" 15' TYP. 10' TYP. #6 HAIRPIN x 30'-0" BENT AS SHOWN (TYP) 4" CONCRETE SLAB W/ 6x6 W1.4xW1.4 W.W.F. ON #4 @ 5'-0"o.c. EA. WAY 10 MIL. POLY ON 4" STONE (SEE DETAIL D/S2.1) 1" GREEN SAWN CONTROL JOINTS @ 10'-0"o.c. EA. WAY E S2.1 INTERIOR COLUMN FOOTING (SEE DETAIL F/S2.1) FD FD FD FD FS X X FIN. FLR. ELEV. 0'-0" X X X X X 1'-6" 1'-6" 3" 3" 3" 1' MIN. 3" 3" 6" 6" 3" 2-#6 BOTTOM STEEL W/ CORNER BARS X LAP SPLICE 3-#5 TOP STEEL W/ CORNER BARS X LAP SPLICE 4" 4" X X FIN. FLR. ELEV. 0'-0" X X X X X 1'-6" 1'-6" 9" 3" 1' MIN. 3" 3" 3" 1-#6 BOTTOM STEEL W/ CORNER BAR X LAP SPLICE 2-#5 TOP STEEL W/ CORNER BARS X LAP SPLICE 4" 4" X X FIN. FLR. ELEV. 0'-0" X X X X X 1'-6" 2' 1-#6 x FOOT. LENGTH 2" 1' T/D REINF. HEADED A. RODS/ MTL. BLDG. MFGR. METAL BLDG. COLUMN BAR 14" W/ HOLES FOR A. RODS HAIRPIN TIGHT TO A. RODS 3" X X X X X X X 2" 4" 4" COMPACTED SUB-GRADE 6x6 W1.4xW1.4 W.W.F. #4 o.c. EA. WAY COMPACTED CRUSHED STONE 10 MIL VAPOR BARRIER BOLSTERS @ 5'-0"o.c. EA. WAY X X X X X X X 4" 4" 4" 414" 414" 4" WALL THICKNESS 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE 3-#5 CONT. BOTTOM F.F.E. 0'-0" #4 AT 36"o.c. TRANSVERSE 8" CONCRETE BLOCK X X FIN. FLR. ELEV. 0'-0" 3'x3'x12" DEEP CONCRETE FOOTING W/ 4-#5's EA. WAY TOP AND BOTTOM X X X 4" CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.F. ON 10 MIL. VAPOR BARRIER OVER 4" GRANULAR BASE X X X X X COLUMN BASE PLATED AND HEADED A. RODS NON-SHRINK GROUT LEVELING BED BAR 14" W/ HOLES FOR A. RODS ABREVIATIONS: CJ=Control Joint, CMU=Concrete block, EW=each way, Ga=Gage, LLV=Long leg vertical, LLH=Long leg horizontal, TOS= Top of steel, TSD= Total slab depth, # of plies, Top and Bottom= T & B. NOTES: This structural design complies with the International Building Code, 2018 edition. Metal building deflection limits per Section 1604.3.3 and Table 1604.3. Dead loads per ASCE 7, Table C3-1 Metal building collateral load = 5 p.s.f. Roof live load = 20 psf, Handrails and guards = 50 p.l.f.,grab bars = 250 lbs. Ground snow load, Pg = 10 psf, Vusd = 106 mph, Vasd = 89 mph Exposure = B Seismic design category = C, Site class = D, Rain load= n.a. Design soil press.max. = 1.5 ksf ( assumed Wind load procedure = ASCE 7, Envelope Procedure Risk category = II, Kzt = 1.0, Exposure = B, Kz = 0.57 Seismic importance factor = 1, Sms = 0.63 The pre-engineered metal building for this project shall be designed and certified by a State registered engineer. The design criteria used shall equal or exceed the loads stated in the referenced edition of the IBC and shall equal or exceed the loads stated in the referenced edition of the IBC and loads shown above. The metal building and components shall be designed and manufactured in accordance with the applicable provisions of the National Metal Building Manufactures Association. Certified shop drawings and foundation reactions shall be submitted for approval. Where a structural detail or statement that is shown on the structural plans or notes and this detail is erroneously repeated or referenced in other parts of the plans, this error shall be brought to the attention of the Architect. The structural information shall supersede similar information elsewhere. The Engineer will not be responsible for any deviations from information shown on the Plans without his prior approval. The intent of the plans is to show all structural information on the Structural Plans however, in some cases this information is shown on the architectural sheets. If so, the sheet(s) will be costamped with the Engineer’s seal. The Contractor is responsible to provide temporary lateral bracing of the building until all walls are sheathed both sides and roof is decked. The assumed allowable soil pressure used to proportion footings is 1,500 p.s.f. per the IBC. It is the Contractor's responsibility to insure that the actual value equals or exceeds this amount and do so in a manner acceptable to the Local Building Authority. Structural fill shall be placed in maximum 3 to 4 inch lifts , loose measure and compacted to 95% ,max. dry density of standard Procter test (ASTM D-698. Moisture content should be within 3% of Optimum Moisture Content during placement and compaction. The footing design shown on the Plans for the pre-engineered metal building columns is based on estimated loads. The actual footing sizes, reinforcement and anchor rod embedment are subject to change by the Engineer based on certified column reactions furnished by the metal building supplier. Anchor rods shall be straight, nutted and of the size and Grade as specified by the mfgr. The location of base plates relative to the foundation shall be per metal building anchor rod/ bolt plans. Foundation construction shall not be started until the Engineer has reviewed the design based on the certified loads. The construction of concrete work shall be in accordance with applicable provisions of the Building Code Requirements for Reinforced Concrete ( ACI 318 - current Anchor rods embedded in concrete shall be headed. Ultimate strength - concrete = 3,000 p.s.i. at 28 days Ultimate strength - concrete (exterior slabs) = 4,000 p.s.i. at 28 days Ultimate strength - reinf. steel = 60,000 p.s.i. Materials shall conform to the following: Portland cement ASTM C 150, Type 1 Norman weight aggregate ASTM C33 Reinf. steel ASTM A 615, Grade 60 Welded wire fabric ASTM A 185-85 Water drinkable Air entrainment ASTM C260, 5% Concrete unit masonry work shall comply with the following: Hollow load bearing units ASTM C90 grade N Mortar ASTM C270, Type M or S Grout ASTM C476, f'c = 2,500 p.s.i. Reinforced masonry where applicable shall be constructed in accordance with specifications for Masonry Structures ( ACI 530-08), f'm = 1,900 psi. Strength shall be determined by “unit strength “ method, Cement grout = 2500 p.s.i.. Temporary support of grouted lintels shall remain until grout has obtained its design strength. STRUCTURAL GENERAL NOTES THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. S2.1 Project No : Date : Scale : Sheet : Title: 1/8"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 BUILDING FOUNDATION PLAN 1/8" = 1'-0" BUILDING 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 FOUNDATION PLAN TURN DOWN SLAB B TURN DOWN SLAB A EXTERIOR COLUMN FOOTING C TYP. SECTION / SLAB D TYP. THICKENED SLAB E INTERIOR COLUMN FOOTING F GENERAL NOTES & DETAILS Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 125' 40' 165' A B 165' 40' 125' A B B 25' 25' 25' 25' 225' 25' CL CL CL CL CL CL CL CL 25' 25' 25' 25' 2 3 4 5 6 7 8 9 1 10 1' 24' 24' 1' 25' 25' 25' 25' 225' CL CL CL CL CL 2 25' 25' 25' 25' 25' CL CL 1 3 4 5 7 8 9 10 1' 24' 24' 1' 6" CONC. SLAB W/ 6x6 W1.4xW1.4 W.W.F. ON #4 @ 5'-0"o.c. EA. WAY OVER 10 MIL. POLY ON 6" GRANULAR BASE 1" GREEN SAWN CONTROL JOINTS @ 10'-0"o.c. EA. WAY 50 50 50 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 50 2 - # 6 THRU TIES W/ 45" LAP SPLICE 2 - # 6 THRU TIES 4 - # 5 THRU TIES TYP. COL. LINES 2 9 W/ 35" LAP SPLICE F S2.2 F S2.2 F S2.2 F S2.2 F S2.2 F S2.2 C S2.2 C S2.2 P.E.M.B. STRUCTURE ( TYP.) P.E.M.B. STRUCTURE ( TYP.) 1' 1' 3" 3" 3" 3" 1' FIN. GRADE CONC. ENCASEMENT CONC. FOOTING TOP OF ENCASEMENT/ TOP OF FOOTING THRU TIES- SEE PLAN SIZE 3" 3" 3" 3" 1' FIN. GRADE PEDESTAL TOP REINF. BOTT. REINF. 2' 1'-2" CONC. PEDESTAL 8" 8" CL FOOTING B A B S2.2 E S2.2 SEE SCHEDULE 3" 3" 1' FIN. GRADE PEDESTAL 1'-8" 8" 9 8 (OPP. HAND) 3 2 (OPP. HAND) 6 5 (OPP. HAND) 3 - #3 CLOSED TIES 6 - #4 DOWELS W/ 90° HOOK AROUND BOTT. REINF. 3" 3" SEE SCHEDULE 3" 3" 1' FIN. GRADE 3 - #3 CLOSED TIES 6 - #4 DOWELS W/ 90° HOOK AROUND BOTT. REINF. 3" 3" 1' FIN. GRADE THRU TIES W/ 180° HOOK AROUND A. RODS 9" A. RODS W/ 9" EMBEDS INTO FOOTING PEDESTAL TOP OF ENCASEMENT/ TOP OF FOOTING FOOTING SCHEDULE MARK SIZE DEPTH REINF. 50 5'-0" SQ. 2'-0" 5 - #5 E.W. T&B 60 6'-0" SQ. 2'-8" 5 - #5 E.W. T&B THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF ARCHITECTURAL DESIGNS INC.. THEY HAVE BEEN PREPARED AS AN INSTRUMENT OF SERVICE AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. S2.2 Project No : Date : Scale : Sheet : Title: 3/32"=1'-0" . No. Revision/Issue Date CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 ARENA FOUNDATION PLAN 3/32" = 1'-0" ARENA 05.02.2025 1060 Liberty Road S.W. Calhoun, Georgia 30701 FOUNDATION PLAN THRU TIE ENCASEMENT C TYP. FOOTING SECTION A TYP. PEDESTAL D PEDESTAL SECT. AT PORTAL FRAME F TYP. PEDESTAL SECT. E SECTION B & DETAILS Gordon County Multipurpose Building and Arena ---PAGE BREAK--- 1 2 A B C D E F 1 2 3 4 5 F E D C B A 3 4 5 SS WHA LB LA LA LA LA FD WCH WC WC WC WC WC WC EWCD WCH WC WC WC UR UR URH FD LB LA LA LA LA FD LB FD FS SA EXTEND & CONNECT TO NEW WATER METER. COORDINATE W CIVIL SITE NPLAN, LOCAL UTILITY EXTEND & CONNECT TO SEWER LIFT STATION. COORDINATE W/ CIVIL SITE PLAN 2"CW DN IN WALL, ROUTE 2"CW HEADER 18"-24"AFF TO SERVE ALL FIXTURES PER PLBG FIXTURE SCHEDULE 1/2"CW,HW DN 1/2"CW,HW DN 1/2"CW,HW DN 1"CW DN IN WALL, PROVIDE CUTOFF VALVE 18"-24"AFF 3/4"CW,HW & HWR TO WTR HEATER, ROUTE 1/2"CW,HW TO SERVICE SINK DOMESTIC WATER ENTRY W/ BFP & PRV AS REQ'D 2" DOM. WATER SERVICE 2" 3/4" 3/4" 1" 1/2"CW, HW DN EXTEND & CONNECT TO ARENA WATER HYDRANTS, SEE P1.2 FOR CONTINUATION 4" 4" 2" 2" 3" 1/2"CW DN IMB 1" 2"VTR 2"VTR 3/4" 1" 4" CO 2" CO 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 4" 4" 4" 4" 4" 4" 4" 4" 4" 2" 2" 3" 3" 3" 3" 3" 3" 3" 3" 2" 2" 103 MEETING ROOM #1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL/ SPRINKLER RISER 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMEN 115 MEN CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena P1.1 BUILDING PLUMBING PLAN ---PAGE BREAK--- C 2 3 4 5 6 7 8 9 1 10 B A A 2 3 4 5 6 7 8 9 1 10 B C 1"CW BEL. GRADE 3/4"CW BEL. GRADE 3/4"CW BEL. GRADE 3/4"CW BEL. GRADE HB HB HB SEE P1.1 FOR CONTINUATION BELOW GRADE CUTOFF VALVE HB BELOW GRADE CUTOFF VALVE BELOW GRADE CUTOFF VALVE BELOW GRADE CUTOFF VALVE NOTE: THERE ARE SCATTERED EXISTING YARD HYDRANTS LOCATED ON THIS SITE. FIELD VERIFY AND ISOLATE FROM MAIN DOMESTIC WATER SYSTEM PRIOR TO EXCAVATING FOR THIS BUILDING CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena P1.2 ARENA DOMESTIC WATER PLAN ---PAGE BREAK--- PLUMBING SPECIFICATIONS CODES AND PERMITS: ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES. PERMIT AND CONNECTION FEES TO BE PAID BY CONTRACTORS AS REQUIRED. WARRANTY: WORK AND MATERIALS TO BE WARRANTED FOR ONE YEAR AFTER PROJECT COMPLETION. DOMESTIC WATER: WATER SERVICE ENTRY (MINIMUM COMPONENTS) - SHUTOFF VALVE, STRAINER, PRV, AND BFP. PRV EQUAL TO WILKINS 500XL; BFP EQUAL TO WILKINS 975XL2SAG. PROVIDE SUITABLE ACCESS PANEL IF INSTALLED IN WALL CAVITY. INTERIOR ABOVE SLAB - TYPE L HARD-DRAWN COPPER WITH SOLDERED JOINTS. WHERE ACCEPTABLE TO LOCAL AUTHORITIES, CONTRACTOR MAY USE CROSSLINKED POLYETHYLENE (PEXa) PIPING AND COLD- SHRINK MEMORY FITTINGS IN INTERIOR CONCEALED LOCATIONS. BELOW SLAB - TYPE L SOFT-DRAWN COPPER WITHOUT JOINTS IN SIZES 1-1/4" AND SMALLER, AND SILVER- BRAZED JOINTS IN SIZES 1-1/2" AND LARGER. WHERE ACCEPTABLE TO LOCAL AUTHORITIES, CONTRACTOR MAY USE CROSSLINKED POLYETHYLENE (PEXa) PIPING AND COLD-SHRINK MEMORY FITTINGS. EXTERIOR 5 FT. BEYOND BUILDING - TYPE L HARD-DRAWN COPPER WITH SOLDERED JOINTS, OR LOCAL CODES PERMITTING, CLASS 200 PVC OR SCH 40 PVC WITH SOLVENT-WELDED JOINTS. WHERE ACCEPTABLE TO LOCAL AUTHORITIES, CONTRACTOR MAY USE CROSSLINKED POLYETHYLENE (PEXa) PIPING AND COLD- SHRINK MEMORY FITTINGS. CORROSION PROTECTION - IN BURIED LOCATIONS AND BELOW SLAB-ON-GRADE, COPPER PIPING TO BE INSTALLED IN CONTINUOUS PLASTIC SLEEVES, EQUAL TO IPS CORP. "WTS" OR OATEY "38707 - PIPE GUARD". LARGER PIPES TO BE INSTALLED IN TEXCEL "SIGMA-POLY BLUE" PVC HOSE. INSULATION: INSULATE DOMESTIC WATER LINES ABOVE GRADE WITH HD RIGID FIBERGLASS WITH ASJ COVERING. THICKNESS AS FOLLOWS: 1/2" AT CW LINES AND 1" AT HW. WATER HAMMER CONTROL: PROVIDE SHOCK ARRESTORS, SIZED AND APPLIED IN ACCORDANCE WITH PDI-WH201, IN THE DOMESTIC CW AND HW PIPING AT EACH PLUMBING FIXTURE OR FIXTURE GROUP, AND AT EACH AUTOMATICALLY OPERATED CONTROL OR SHUTOFF VALVE. ARRESTORS TO BE PISTON TYPE, WITH TRIPLE RINGS, SEALED PRECHARGED ASSEMBLY, AND SOLDERED CONNECTIONS, SUITABLE FOR MOUNTING IN VERTICAL OR HORIZONTAL POSITION. INSTALL UNITS IN TEES, AND ORIENT IN DIRECT PATH OF SHOCK WAVE TO ALLOW MAXIMUM EFFECTIVENESS. LOCATE ARRESTORS IN WALL CAVITY WITHIN 24" OF LAST FIXTURE CONNECTION TO SUPPLY LINE. FLASHING: WATERPROOF ALL VENT ROOF PENETRATIONS (VTR) WITH PREFABRICATED FLASHING ASSEMBLY, CONSISTING OF HEAVY GAUGE GALVANIZED STEEL BASE PLATE AND RIBBED FLEXIBLE BOOT. ASSEMBLY TO BE CONFIGURED TO ACCOMMODATE ROOF SLOPE AND OUTSIDE DIAMETER(OD) OF VENT PIPE. AT METAL OR MEMBRANE ROOFS, COORDINATE FLASHING REQUIREMENTS WITH ROOF SYSTEM VENDOR. PLUMBING FIXTURES, TRIM, AND ACCESSORIES: PROVIDE FIXTURES, TRIM, CARRIERS AND ACCESSORIES AS SCHEDULED AND REQUIRED FOR COMPLETE INSTALLATION AND PROPER OPERATION. FAUCETS FOR LAVATORIES AND SINKS TO HAVE WASHERLESS CARTRIDGES WITH POSITIVE POSITIONING SHUTOFF AGAINST METALLIC OR CERAMIC STOPS. SUPPLIES TO BE NPS BRASS. EXPOSED FINISHED METAL PARTS TO BE CHROMIUM PLATED, ROUGH BODIED PARTS TO BE HEAVILY NICKEL OR CHROMIUM PLATED. TRAPS FOR LAVATORIES AND SINKS TO BE CHROMIUM-PLATED TRAPS, EACH WITH ADJUSTABLE CAST BRASS BODY, CLEANOUT, SLIP JOINT INLET AND 17 GAUGE TUBING OUTLET WITH WALL ESCUTCHEON. ESCUTCHEONS ON SUPPLIES AND WASTE TO BE CAST BRASS, WITH POLISHED CHROME FINISH. CAULK AROUND WALL AND FLOOR MOUNTED FIXTURES WITH FINE CONTINUOUS BEAD OF WHITE SILICON SEALANT. SUPPLIES TO EACH FIXTURE OR PIECE OF EQUIPMENT TO BE VALVED FOR SERVICE. ALL DRAINS CONNECTED TO SANITARY SEWER SYSTEM TO BE TRAPPED AND VENTED. CONNECTION BETWEEN CHINA AND SOIL PIPE FLANGES SHALL BE MADE GAS AND WATER-TIGHT WITH ONE-PIECE MOLDED GASKET. AT FIXTURE CW AND HW ROUGH IN, PROVIDE ELBOWS WITH DROP EARS SECURELY FASTENED TO WOOD BLOCKING WITH SCREWS. PROVIDE CLEANOUTS PER CODE AND WHERE INDICATED AS FOLLOWS: FLOOR: ZURN ZN-1400, WALL: ZURN Z-1441 WITH STAINLESS STEEL COVER EXTERIOR: ZURN ZN-1400-HD WITH RECESSED PLUG AND 12"X 12"X 4" DEEP CONCRETE PAD. TRAP PRIMERS: PROVIDE AUTOMATIC TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS, WHICH ARE LOCATED IN INTERIOR SPACES. PRIMERS TO BE INSTALLED IN CW PIPING AT NEAREST SUITABLE FIXTURE, PREFERRABLY A LAVATORY. TRAPS TO HAVE FACTORY FABRICATED FITTING TO RECEIVE PRIMER LINE. PRIMERS TO HAVE AUTOMATIC OPERATION, WITH BRONZE BODY, INTEGRAL VACUUM BREAKER, NON-LIMING INERNAL OPERATING ASSEMBLY, GASKETED BRONZE COVER, AND 1/2" CONNECTIONS. PRIMERS TO BE ZURN Z1022 OR EQUAL. WHERE ACCEPTABLE TO LOCAL AHJ, "TRAP-GUARD" BY PRO-SET, "MI-GARD" BY MIFAB, OR "SURE-SEAL" BY RECTORSEAL, MAY BE USED IN LIEU OF TRAP PRIMERS. WATER HEATER INSTALLATION: WHERE POSSIBLE, EXTEND P&T VALVE DISCHARGE FULL SIZE TO BUILDING EXTERIOR AND TURN DOWN. AVOID TRAPS IN PIPING. IN EQUIPMENT ROOMS WITH FLOOR DRAINS, EXTEND RELIEF LINE TO DRAIN OR TERMINATE 4" ABOVE FLOOR AS DIRECTED. WATER HEATERS SHALL BE PROVIDED WITH AUXILIARY DRAIN PANS. PANS SHALL BE CONSTRUCTED OF 20 GAUGE GALVANIZED STEEL, WITH 2" HIGH LIP AND HEMMED EDGES. ALL JOINTS AND SEAMS SHALL BE SOLDERED WATERTIGHT. EXTEND 3/4" DRAIN LINE TO EXTERIOR OF BUILDING AND TERMINATE AS DIRECTED. INSTALL PIPING AND ACCESSORIES AT WATER HEATERS TO ALLOW ACCESS FOR SERVICE, MAINTENANCE, AND REPLACEMENT. WHERE PIPING BLOCKS REMOVAL OF WATER HEATER, INSTALL ISOLATION VALVES AND UNIONS LOCATED SO THAT PIPE SECTIONS CAN BE REMOVED TO FACILITATE REPLACEMENT OF EQUIPMENT. HANDICAPPED PROVISIONS: HEIGHTS OF FIXTURES DESIGNATED FOR HANDICAPPED USE SHALL BE IN ACCORDANCE WITH ANSI A117.1-80, ADA, OR LOCALLY APPLICABLE HANDICAP CODES. OFFSET P-TRAPS TO MAXIMIZE KNEE SPACE AT SINKS AND LAVATORIES. INSULATE EXPOSED WATER AND WASTE PIPING WITH PREFABRICATED INSULATING ASSEMBLY, EQUAL TO "LAV GUARD" BY TRUEBRO. FAUCET TRIM FOR SINKS AND LAVATORIES TO HAVE BLADE HANDLES (OR BE SINGLE-LEVER TYPE), SUITABLE FOR HANDICAPPED USE. SINKS FOR HANDICAPPED USE TO HAVE A MAXIMUM DEPTH OF 6-1/2". FLUSH OPERATOR DEVICE FOR WATER CLOSETS TO BE LOCATED ON SIDE OF FIXTURE WITH WIDE DIMENSION IN TOILET STALL OR ENCLOSURE. FLUSH VALVE FOR URINALS TO BE LOCATED NO MORE THAN 48" AFF. URINAL LIPS TO EXTEND AT LEAST 14" FROM WALL. FIRESTOPPING AND FIRE/SMOKE CAULKING: PENETRATIONS OF FIRE RESISTANCE-RATED BUILDING ASSEMBLIES BY PIPES, TUBING, DUCTWORK, RACEWAYS, AND WIRING/CABLING SHALL BE PROVIDED WITH APPROPRIATE FIRE BARRIERS. METHODS AND MATERIALS SHALL BE UL LISTED AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM-E814/UL1479. VOIDS AND OPENINGS SHALL BE SEALED WITH INTUMESCENT CAULK/SEALANT, EQUAL TO STI "LCI SEALANT", 3M #CP-25, OR DOW CORNING #2000. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PLASTIC PIPES OR TUBING PENETRATE RATED ASSEMBLIES, PROVIDE INTUMESCENT COLLARS, EQUAL TO STI "SERIES SSC OR LCC FIRESTOP COLLARS". WHERE ELECTRICAL BOXES ARE INSTALLED IN STUD WALL RATED ASSEMBLIES, PROVIDE INTUMESCENT PUTTY PADS AROUND EXTERIOR OF BOX, EQUAL TO STI "SSP PUTTY PADS". WHERE UL LISTED SYSTEMS (XHEZ THROUGH-PENETRATION FIRESTOP SYSTEMS) ARE REQUIRED, USE COMPONENTS AS MANUFACTURED BY: 3M, DOW CORNING, HILTI. METALINES, STI, HEVI-DUTY NELSON, OR JOHNS-MANVILLE, PENETRATIONS OF SMOKE-TIGHT BUILDING COMPONENTS BY PIPES, TUBING, DUCTWORK, RACEWAYS, AND WIRING/CABLING SHALL BE PROVIDED WITH APPROPRIATE SMOKE-TIGHT CAULKING. METHODS AND MATERIALS SHALL BE UL LISTED AND SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE ASTM/UL STANDARDS. PLUMBING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER AND CATALOG NO. ACCESSORIES AND REMARKS CONNECTION SIZES WATER CLOSET KOHLER "WELLCOMME" K-96053-B VALVE: ZURN Z-6000AV-HET, SEAT: CHURCH 295C CW: 1" WC FLUSH VALVE VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, WD: 3" FLOOR MOUNT OPEN FRONT WHITE SEAT, 1.28 GPF, 15-3/16" RIM WATER CLOSET KOHLER "HIGHCLIFF" K-96057-B VALVE: ZURN Z-6000AV-HET, SEAT: CHURCH 295C CW: 1" WCH FLUSH VALVE VITREOUS CHINA, SIPHON-JET, ELONGATED BOWL, WD: 3" FLOOR MOUNT OPEN FRONT, WHITE SEAT, 1.28 GPF, 16-5/8" RIM ADA COMPLIANT NOTE T URINAL KOHLER "BARDON" K-4991-ET VALVE: ZURN Z6003-ULF CW: 3/4" UR 0.125 GPF CARRIER: ZURN Z-1222 WD: 2" URH WALL HUNG URH: NOTE U VITREOUS CHINA, 1.0 PINT FLUSH, INTEGRAL TRAP LAVATORY KOHLER "PENNINGTON" K-2196 TRIM: SYMMONS S-20-0 DRAIN/TRAP: K-9000/K-7715 CW: 1/2" LA COUNTER MOUNT W/ "BVA" SUPPLIES: K-7607 SINGLE HANDLE TRIM HW: 1/2" ADA COMPLIANT NOTE H 19"X16" VITREOUS CHINA, OVAL, FIXED DRAIN WD: 1 1/4" LAVATORY KOHLER "CHESAPEAKE" K-1729 TRIM: SYMMONS S-20-0 DRAIN/TRAP: K-9000/K-7715 CW: 1/2" LB WALL HUNG W/ "BVA" SUPPLIES: K-7607 CARRIER: ZURN Z-1231 HW: 1/2" 20"X18" VITREOUS CHINA, FIXED DRAIN, SINGLE WD: 1 1/4" ADA COMPLIANT NOTE H, FC HANDLE TRIM, WASHERLESS COUNTER SINK ELKAY LTR-4622 TRIM: LK4100, LK35, LK290 CW: 1/2" SA 3-COMPARTMENT TRAP: MCGUIRE 8912, SUPPLIES: MCGUIRE 165 HW: 1/2" 46"X22", TYPE 304 S.S., 20 GAUGE 6-HOLE DRILLING WD: 1 1/2" SERVICE SINK WILLIAMS SB-902-BP TRIM: T-15-VB, TRAP: C.I. P-TRAP, SS BACK PANELS CW: 1/2" SS PRECAST TERRAZZO MOP HANGER: T-40, HOSE & HOOK: T-35 HW: 1/2" 24"X 24" SIZE 24"X24"X12" DEEP, SS RIM GUARD, 2 WALL FLANGES WD: 3" WATER COOLER ELKAY EZSTL8C SUPPLY: ANGLE STOP CW: 1/2" EWCD BI-LEVEL TRAP: C.P. BRASS WALL MOUNTING BRACKET WD: 1 1/4" ADA 8.0 GPH RECOVERY, FRONT PUSH BAR, 1/5 HP, 115V WALL FAUCET WOODFORD MDL. 25 VACUUM BREAKER CW: 1/2" WF FREEZELESS ZURN Z1345 1/2" SIZE, CPB MODULAR FACE, WHEEL HANDLE HOSE BIBB WOODFORD Y34-2 VACUUM BREAKER, ATTACHED HANDLE, CW: 3/4" HB FREEZELESS 3/4" SIZE, 24" BURY DEPTH WATER HEATER STATE ES6-52-DORT P&T RELIEF VALVE, TOP CONNECTIONS, CW: 3/4" WHA ELECTRIC 50 GAL. GLASS-LINED TANK, 4500W, 240V, 1PH, HW: 3/4" FOAM INSULATION (UNIT WILL OPERATE AT 230V) BLENDING VALVE SYMMONS 7-210-CK SERVICE VALVES, UNION/COUPLINGS AT CW: 3/8" BVA THERMOSTATIC ALL CONNECTIONS, 3 GPM @ 20 PSI DROP HW: 3/8" SINGLE FIXTURE BW: 3/8" HOT WTR CIRCULATOR GRUNDFOS UP15-18SU & UP TIMER UNION CONNECTIONS, ADJUSTABLE AQUASTAT, 3/4" SIZE HWC ALL-BRONZE/S.S. CENTRIFUGAL IN-LINE, 1/25 HP, 115V, 5 GPM CARTRIDGE TYPE @ 5' TDH, SET AQUASTAT @ 105 DEG F, PROVIDE TIME CLOCK CONTROL ICE MAKER BOX OATEY 39140 1/4 TURN VALVE W/ WATTS 8AC VACUUM BREAKER, CW: 1/2" IMB METAL BOX METAL BOX, FLUSH MOUNT, BTM SUPPLY, WATER HAMMER ARRESTOR FLOOR SINK ZURN FD2378-NHX-H TRAP: P-TRAP ZURN Z-1022 TRAP PRIMER, WD: 3" UNO FS 8"X8"X6" DEEP CAST IRON BODY, ALUMINUM HALF GRATE, A.R.C. CW: 1/2" NOTE TP INTERIOR, PVC DOME STRAINER FLOOR DRAIN ZURN FRO5NIPXSC TRAP: PVC P-TRAP WD: 3" UNO FD PVC BODY PVC BODY, 5" DIA. NICKEL STRAINER AND TRIM CW: 1/2" NOTE TP ZURN Z-1022 TRAP PRIMER HUB DRAIN 3"X 2" REDUCER AT FLOOR P-TRAP, PVC CONSTRUCTION WD: 2" UNO HD NOTE TP ZURN Z-1022 TRAP PRIMER CW: 1/2" NOTES, GENERAL: 1. LISTED MANUFACTURERS AND MODEL NUMBERS ARE TO INDICATE QUALITY STANDARDS. EQUAL PRODUCTS BY OTHER MANUFACTURERS ARE ACCEPTABLE. 2. IN JURISDICTIONS WITH STANDARDS/CODES FOR HIGH EFFICIENCY PLUMBING FIXTURES, COMPONENTS SHALL COMPLY WITH APPLICABLE LIMITATIONS FOR GALLONS PER FLUSH (GPF) AND FLOW RATES (GPM). 3. FIXTURES USED FOR PUBLIC HAND WASHING TO HAVE THERMOSTATIC BLENDING VALVE, EQUAL TO SYMMONS 7-210-CK OR LAWLER TMM-1070. MOUNT VALVE ABOVE HANDICAPPED ZONE SO DEVICE IS NOT REQUIRED TO BE INSULATED. SET TEMPERATURE AT 110 DEG OR AS DIRECTED. NOTES, REFERENCED: H. PROVIDE PROTECTIVE INSULATING COVERS FOR WATER AND DRAIN PIPING, AND OFFSET TAILPIECE, AT HANDICAPPED FIXTURES PER ADA. INSULATING COVERS FOR PIPING MAY BE OMITTED WHERE PIPING IS PROTECTED BY MILLWORK. FC. IN LIEU OF CARRIER, WALL PLATE FURNISHED WITH FIXTURE MAY BE USED. PROVIDE 2X10 WOOD BLOCKING BETWEEN WALL STUDS. T. FLUSH ACTUATOR TO BE LOCATED ON WIDE SIDE OF TOILET ENCLOSURE NO MORE THAN 44" AFF PER ADA. U. MOUNT LIP OF URINAL 17" AFF AND FLUSH ACTUATOR NO MORE THAN 44" AFF (UNITS DESIGNATED FOR HANDICAPPED) PER ADA. TP. WHERE ACCEPTABLE TO LOCAL AHJ, "TRAP-GUARD" BY PRO-SET, "MI-GARD" BY MIFAB, "SURE-SEAL" BY RECTORSEAL, OR "ZSHIELD" BY ZURN (Z1072) MAY BE USED IN LIEU OF TRAP PRIMERS. CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena P2.1 PLUMBING SPECS & SCHEDULE ---PAGE BREAK--- 1 2 A B C D E F 1 2 3 4 5 F E D C B A 3 4 5 5T AC-1 AC-2 AC-3 AC-4 AC-5 AC-6 AC-8 AC-7 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 250 CFM 2408 D1 280 CFM 2408 D1 250 CFM 2408 D1 280 CFM 2408 D1 250 CFM 2408 D1 280 CFM 2408 D1 150 CFM 2408 D1 150 CFM 2408 D1 170 CFM 2408 D1 180 CFM 2408 D1 150 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 100 CFM 12x6 R1 100 CFM 2410 D1 300 CFM 2410 D1 300 CFM 2408 D1 150 CFM 2408 D1 150 CFM 2408 D1 150 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 2408 D1 200 CFM 14x6 R1 275 CFM 14x6 R1 300 CFM 14x6 R1 300 CFM 14x6 R1 300 CFM 14x6 R1 300 CFM 14x6 R1 275 CFM EF-2 EF-3 EF-1 EF-4 AC-2 AC-3 AC-4 AC-7 AC-6 AC-5 AC-1 12x24 R2 12x24 R2 24x24 R2 24x24 R2 24x24 R2 12x24 R2 12x24 R2 12x24 R2 24x24 R2 20/14 16/14 12/12 16/12 12/12 8/12 16/12 12/12 8/12 16/12 20/12 12/12 22/14 22/14 18/14 18/14 20/14 20/14 14/12 16/12 10/10 22/14 14/14 12/12 14/14 10/10 CU-1 CU-2 CU-4 CU-7 CU-5 CU-6 CU-8 3 2 1 1 1 2 2 2 4 4 4 4 4 4 4 5 6 7 7 7 MECHANICAL NOTES: REFERENCED 1 MOUNT A/C UNIT ON 1/4" NEOPRENE ISOLATOR ON 24" HIGH (MIN) RETURN AIR PLENUM AND CONFIGURE FOR BOTTOM RETURN. CONNECT DUCTWORK WITH FLEXIBLE CONNECTIONS. PLENUM/PLATFORM TO BE CONSTRUCTED WITH METAL COMPONENTS (NO COMBUSTIBLE MATERIALS). 2 SUSPEND A/C UNIT ABOVE ACCESSIBLE LAYIN CEILING. ADJUST UNIT LOCATION, DUCT ROUTING, AND SYSTEM CONFIGURATION TO ACCOMMODATE STRUCTURAL CONDITIONS. MAINTAIN 36" CLEARANCE TO UNIT ELECTRICAL ACCESS PANELS, AND PROPER ACCESS TO FILTERS. 3 INSTALL HIGH WALL DUCT-FREE FAN COIL UNIT ON WALL NEAR CEILING. CONCEAL PIPING AND WIRING BEHIND ROOM FINISHES. EXTEND PUMPED CONDENSATE TO BUILDING EXTERIOR, OR TO OTHER LOCATION AS DIRECTED. CONCEAL PIPING AND WIRING BEHIND ROOM FINISHES WHERE PRACTICAL. IF REQUIRED TO BE RUN EXPOSED, INSTALL PIPING AND WIRING IN PLASTIC ENCLOSURE SYSTEM, EQUAL TO DIVERSITECH "SPEEDICHANNEL" OR AIRTEC "SLIMDUCT". 4 MOUNT CONDENSING UNIT AT GRADE ON 4" THICK (MIN) REINFORCED CONCRETE PAD. TOP OF PAD TO BE AT LEAST 1" ABOVE ADJACENT PAVING OR FINISHED GRADE. MAINTAIN 36" CLEARANCE TO ELECTRICAL ACCESS PANELS. ROUTE REFRIGERANT PIPING FROM CONDENSING UNIT UP IN EXTERIOR WALL (OR CHASE) AND RUN TO A/C UNIT. MINIMIZE PIPING EXPOSED ON EXTERIOR. 5 AT AC-1,AC-2,AC-3 AND AC-4, PROVIDE 18"X 12" WALL LOUVER FOR OUTSIDE AIR INTAKE. EXTEND 8" RD. OA DUCTS MVD) FROM 6" DEEP PLENUM BEHIND LOUVER TO RA DUCT/PLENUM AT EACH A/C UNIT. 6 AT AC-5,AC-6ANDAC-7 PROVIDE 18"X 12" WALL LOUVER FOR OUTSIDE AIR INTAKE. EXTEND 8" RD. OA DUCT MVD) FROM 6" DEEP PLENUM BEHIND LOUVER TO RA DUCT/PLENUM AT A/C UNIT. 7 INSTALL EXHAUST FAN RECESSED IN CEILING AND EXTEND DUCT FROM FAN DISCHARGE TO WALL VENT. SEE NOTES AT "VENT FAN SCHEDULE". UNREFERENCED A ROUND DUCT RUNOUTS TO INDIVIDUAL DIFFUSERS TO BE SAME SIZE AS DIFFUSER NECK UNLESS NOTED. B MAINTAIN 10 FT. (MIN.) SEPARATION BETWEEN OUTSIDE AIR INTAKES AND EXHAUST OR VENT OPENINGS. C DO NOT INSTALL DUCTWORK, PIPING, OR OTHER FOREIGN COMPONENTS IN "DEDICATED EQUIPMENT SPACE" OVER ELECTRICAL PANELS AND SWITCHGEAR. REF: 2014 NEC 110.26(E)(1)(a). IF UNAVOIDABLE, PROVIDE SUITABLE PROTECTION PER 2014 NEC 110.26(E)(1)(b). D EXTEND FULL SIZE CONDENSATE DRAIN LINE FROM EACH A/C UNIT, AND TERMINATE AT SERVICE SINK, ROOF DRAIN, FRENCH DRAIN, OR OTHER TERMINATION POINTS AS DIRECTED. TRAP AND VENT DRAIN LINE AT CONNECTION TO COIL. E PROVIDE SMOKE DETECTORS AT EACH A/C UNIT HANDLING OVER 2000 CFM. ALSO PROVIDE SMOKE DETECTOR AT EACH A/C UNIT SERVING BUILDING EGRESS (REGARDLESS OF SIZE). MOUNT SMOKE DETECTORS IN DUCTWORK UPSTREAM OF FILTERS. DETECTOR TO STOP UNIT FAN IF SMOKE IS DETECTED. INTERLOCK WITH FIRE ALARM SYSTEM. SMOKE DETECTORS INSTALLED AT EXTERIOR LOCATIONS TO BE MOUNTED ON SIDE OF DUCT, AND INSIDE NEMA 4 ENCLOSURE WITH GASKETED, HINGED DOOR. DETECTOR WIRING TO BE INSTALLED IN METAL RACEWAYS. F IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION (AHJ), PROVIDE EMERGENCY MANUAL SHUTDOWN PROVISIONS FOR AIR DISTRIBUTION SYSTEMS PER NFPA 90A, 6.2 MANUAL CONTROL. G REFRIGERANT PIPING TO BE SIZED BY EQUIPMENT MANUFACTURER OR FACTORY- AUTHORIZED REPRESENTATIVE. SIZING CALCULATIONS TO BE BASED ON ACTUAL FIELD ROUTING AND CONFIGURATION. H EXTERIOR DUCTWORK TO BE CONSTRUCTED WATERTIGHT, WITH "DUCT-MATE" TRAVERSE JOINTS. 103 MEETING ROOM #1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL/ SPRINKLER RISER 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMEN 115 MEN 14x14 R2 12x24 R2 CU-3 4 CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena M1.1 BUILDING HVAC PLAN ---PAGE BREAK--- C 2 3 4 5 6 7 8 9 1 10 B A A 2 3 4 5 6 7 8 9 1 10 B C CF-1 CF-2 CF-3 CF-4 CF-5 CF-6 NOTE: MOUNT CEILING FANS AS HIGH AS POSSIBLE,SEE ELEC. PLANS FOR DETAILS CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena M1.2 ARENA HVAC PLAN ---PAGE BREAK--- AIR CIRCULATION FAN SCHEDULE WGT MAX RPM VOLTS MANUFACTURER & MARK DESCRIPTION LBS HP DRIVE PHASE MOCP CATALOG NO. ACCESSORIES/REMARKS CF-1 14' DIAMETER 96 240V BIG ASS FANS MOUNTING KIT AND EXTENSION TUBES AS CF-2 6-BLADE FAN 192 1.5 GEAR 1PH 2P-20A "BASIC 6" 14 FT. REQUIRED, MOUNT HIGH AS POSSIBLE, CF-3 VARIABLE SPEED CONTROL, DOUBLE SAFETY CABLE RESTRAINT SYSTEM CF-4 18' DIAMETER 76 240V BIG ASS FANS MOUNTING KIT AND EXTENSION TUBES AS CF-5 6-BLADE FAN 210 2 GEAR 1PH 2P-20A "BASIC 6" 18 FT. REQUIRED, MOUNT HIGH AS POSSIBLE, CF-6 VARIABLE SPEED CONTROL, DOUBLE SAFETY CABLE RESTRAINT SYSTEM GENERAL NOTES: A. ACCEPTABLE MFR'S: MACRO-AIR, BIG ASS FANS, RITE HITE FANS, PATTERSON FANS, KELLEY FANS B. MAINTAIN MINIMUM CLEARANCES AROUND FAN. MINIMUM 2FT ON SIDES, 4FT BELOW STRUCTURE. VERIFY CLEARANCES WITH MANUFACTURER. C. COORDINATE MOUNTING LOCATION WITH ELECTRICAL CONTRACTOR TO AVOID CONFLICTS WITH LIGHT FIXTURES. AIR CONDITIONING UNIT SCHEDULE BLOWER DATA COOLING MBH HEATING DATA COND DATA MIN MARK CFM EXT EER/ MANUFACTURER AND REMARKS S P HP VOLTS/PH TOTAL SENS MBH SOURCE VOLTS/PH FLA SEER AC-1 230/1 FAN 23.0 CARRIER FX4DNF048 FAN COIL 1,600 0.70" 3/4 230/1 HTR 47.0 33.6 27.3 8.0KW 230/1 (40A 15.0 UNIT, 25HBC548 OUTDOOR UNIT 150 OA (50A MOCP) AUX HTR MOCP) HEAT PUMP AC-2 230/1 FAN 17 9 CARRIER FX4DNF037 FAN COIL 1,200 0.70" 1/2 230/1 HTR 34.5 25.8 27.3 8.0KW 230/1 (35A 15.0 UNIT, 25HBC536 OUTDOOR UNIT 150 OA (50A MOCP) AUX HTR MOCP) HEAT PUMP AC-3 230/1 FAN 17 9 CARRIER FX4DNF037 FAN COIL 1,200 0.70" 1/2 230/1 HTR 34.5 25.8 27.3 8.0KW 230/1 (35A 15.0 UNIT, 25HBC536 OUTDOOR UNIT 150 OA (50A MOCP) AUX HTR MOCP) HEAT PUMP AC-4 230/1 FAN 23.0 CARRIER FX4DNF048 FAN COIL 1,600 0.70" 3/4 230/1 HTR 47.0 33.6 27.3 8.0KW 230/1 (40A 15.0 UNIT, 25HBC548 OUTDOOR UNIT 150 OA (50A MOCP) AUX HTR MOCP) HEAT PUMP AC-5 230/1 FAN 27 6 CARRIER FX4DNF060 FAN COIL 1,950 0.70" 3/4 230/1 HTR 57.5 43.2 34.1 10.0KW 230/1 (50A 15.0 UNIT, 25HBC560 OUTDOOR UNIT 240 OA (60A MOCP) AUX HTR MOCP) HEAT PUMP AC-6 230/1 FAN 23.0 CARRIER FX4DNF048 FAN COIL 1,600 0.70" 3/4 230/1 HTR 47.0 33.6 27.3 8.0KW 230/1 (40A 15.0 UNIT, 25HBC548 OUTDOOR UNIT 150 OA (50A MOCP) AUX HTR MOCP) HEAT PUMP AC-7 230/1 FAN 13.3 CARRIER FX4DNF024 FAN COIL 800 0.60" 1/6 230/1 HTR 22.0 16.5 17.1 5.0KW 230/1 (25A 15.0 UNIT, 25HBC524 OUTDOOR HEAT 80 OA (30A MOCP) AUX HTR MOCP) PUMP UNIT AC-8 230/1 + 16.0 CARRIER 40MAHBQ24XA3 HIGH WALL 580 0.00" 94W DC CKT 22.0 17.1 26.0 HEAT 230/1 (25A 16.0 UNIT, 38MARBQ24 OUTDOOR UNIT 0 OA FROM CU PUMP MOCP) HEAT PUMP, CONDENSATE PUMP NOTES: 1. ACCEPTABLE MFR'S: CARRIER, TRANE, YORK, LENNOX; DUCTLESS UNITS: CARRIER, MITSUBISHI, LG, DAIKIN 2. COOLING CAPACITIES ARE BASED ON STANDARD ARI CONDITIONS. 3. PROVIDE PLEATED-MEDIA DISPOSABLE FILTERS, EQUAL TO FARR 30/30, FOR DUCTED UNITS. 4. PROVIDE WI-FI COMPATIBLE THERMOSTAT/SENSOR WITH DIGITAL DISPLAY FOR EACH A/C UNIT, AS APPROPRIATE. AIR DISTRIBUTION DEVICE SCHEDULE MANUFACTURER AND TYPE DESCRIPTION MOUNTING CATALOG NO. MATERIAL FINISH ACCESSORIES AND REMARKS SUPPLY DIFFUSER CEILING TITUS TMS W/ DAMPER STEEL WHITE CONCENTRIC LOUVER CONFIGURATION, D1 LOUVER FACE, RD. NECK D-100 ENAMEL VOLUME DAMPER, TYPE 3 BORDER, 24"X 24" FACE TRM FRAME AT SURFACE LOCATIONS SUPPLY REGISTER WALL OR TITUS 300RL W/ AG-15 STEEL WHITE 1 1/4" WIDE FRAME, HORIZONTAL R1 DOUBLE DEFLECTION DUCT ENAMEL BARS IN FRONT, OB DAMPER RETURN/EXH REGISTER CEILING TITUS 50F W/ AG-15 ALUMINUM WHITE 1/2"X1/2"X1/2" GRID, TYPE 3 R2 EGGCRATE GRID ENAMEL BORDER, TRM FRAME AT SURFACE LOCATIONS, OB DAMPER NOTES: 1. ACCEPTABLE MANUFACTURERS: TITUS, TUTTLE & BAILEY, KRUEGER, METALAIRE, ANEMOSTAT, PRICE, NAILOR 2. PROVIDE TRANSITION FROM DIFFUSER NECK TO ROUND DUCT RUNOUT SIZE IF REQUIRED. 3. INSULATE BACK OF DIFFUSERS INSTALLED IN CEILINGS EXPOSED TO UNCONDITIONED SPACE, WITH TITUS "MOLDED INSULATION BLANKET". 4. AT FIRE RATED GYPSUM BOARD CEILINGS, INSTALL DEVICES IN CEILING RADIATION DAMPER ASSEMBLY, EQUAL TO CROWN PRODUCTS #1565-CRD OR 1575-CRD. VENTILATING FAN SCHEDULE EXT. RPM VOLTS MANUFACTURER & MARK DESCRIPTION CFM S.P. HP DRIVE SONES PHASE CATALOG NO. ACCESSORIES/REMARKS EF-1 CENTRIFUGAL 800 115 W/ AUTO. BACKDRAFT DAMPER, CEILING EXHAUST 75 0.250" 50W DIRECT 2.5 1 COOK GC-148 DISCONNECT SWITCH, INTEGRAL GRILLE, NOTE 2 EF-2 CENTRIFUGAL 1192 115 W/ AUTO. BACKDRAFT DAMPER, EF-3 CEILING EXHAUST 500 0.250" 230W DIRECT 3.5 1 COOK GC-740 DISCONNECT SWITCH, INTEGRAL EF-4 GRILLE, NOTE 3 NOTES: 1. ACCEPTABLE MFR'S: ACME, COOK, GREENHECK, PENN, TWIN CITY 2. EXTEND 6" RD. EXHAUST DUCT TO WALL OR ROOF VENT, AS DIRECTED. TRANSITION AS REQUIRED. 3. EXTEND 10" RD. EXHAUST DUCT TO WALL OR ROOF VENT, AS DIRECTED. TRANSITION AS REQUIRED. HVAC SPECIFICATIONS CODES AND PERMITS: ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES. PERMIT AND CONNECTION FEES TO BE PAID BY CONTRACTORS AS REQUIRED. WARRANTY: WORK AND MATERIALS TO BE WARRANTED FOR ONE YEAR AFTER PROJECT COMPLETION. REFRIGERANT PIPING: TYPE L HARD-DRAWN COPPER WITH SILVER-BRAZED JOINTS, SIZED BY EQUIPMENT MANUFACTURER OR FACTORY-AUTHORIZED REPRESENTATIVE. FACTORY PRE-CHARGED PIPING IS ACCEPTABLE. CONDENSATE DRAIN: TYPE L OR M HARD-DRAWN COPPER WITH SOLDERED JOINTS, OR AT INTERIOR LOCATIONS WHERE LOCAL CODES PERMIT, CLASS 200 PVC WITH SOLVENT WELDED JOINTS. IN GRAVITY DRAINS, PROVIDE TRAPS AT UNIT CONNECTIONS AND PLUGGED TEE'S AT 90 DEG ELBOWS FOR USE AS CLEANOUTS. PROVIDE SUITABLE NEUTRALIZATION ACCESSORIES FOR DRAINS SERVING CONDENSING APPLIANCES. WHERE GRAVITY FLOW IS NOT SUITABLE, PROVIDE CONDENSATE PUMP EQUAL TO LITTLE GIANT VCMX- 20ULS (GRAINGER 3EUD4). IF REQUIRED AT DUCTLESS MINI-SPLIT UNITS (EXCEPT HIGH WALL TYPE), PROVIDE CONDENSATE PUMP EQUAL TO LITTLE GIANT EC-400 (GRAINGER 3XY18). EXTEND FLEXIBLE PLASTIC TUBING FROM PUMP DISCHARGE TO LOCATION WHERE GRAVITY FLOW IS RESUMED. AT HIGH WALL DUCTLES UNITS, PROVIDE CONDENSATE PUMP EQUAL TO BLUE DIAMOND "MAXI-BLUE". PUMP TO BE INLINE TYPE WITH 16.5' SUCTION LIFT. MOUNT PUMP ABOVE A/C UNIT IN CONCEALED LOCATION (OR AS DIRECTED). PUMP TO POWERED FROM A/C UNIT WIRING TERMINALS. EXTEND FLEXIBLE PLASTIC TUBING FROM PUMP DISCHARGE TO LOCATION WHERE GRAVITY FLOW IS RESUMED. DUCTWORK: RIGID - GALVANIZED SHEET METAL. CONSTRUCT DUCTWORK IN ACCORDANCE WITH SMACNA/ANSI "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE", 4TH EDITION (2016). FOLLOW THESE STANDARDS IN ALL CASES WHERE DRAWINGS ARE UNCLEAR OR DO NOT REFLECT EXACT FIELD CONDITIONS. FLEXIBLE DUCT RUNOUTS: CONSTRUCT DUCT OF AIRTIGHT POLYESTER CORE WITH GALVANIZED WIRE HELIX, FACTORY INSULATED WITH 0.75 POUND DENSITY FIBERGLASS BLANKET WITH WOVEN GLASS METALLZED SCRIM AND SEAMLESS VAPOR BARRIER JACKET. DUCT TO BE U.L. LABELED CLASS 1 AIR DUCT. FLEXIBLE DUCT TO BE RATED THROUGH SIZE 16" AT 6" W.G. POSITIVE WORKING PRESSURE, AND 0.5" W.G. NEGATIVE WORKING PRESSURE. DUCT INSTALLED INSIDE BUILDING THERMAL ENVELOPE TO HAVE MINIMUM R-VALUE OF 6.0. DUCT INSTALLED OUTSIDE BUILDING THERMAL ENVELOPE TO HAVE MINIMUM R-VALUE OF 8.0. INSTALLATION: SEAL ALL CONCEALED DUCT JOINTS (LONGITUDINAL AND TRAVERSE) WITH MASTIC SEALANT PRIOR TO INSTALLING INSULATION. PAINT DUCTWORK VISIBLE THROUGH GRILLES AND DIFFUSERS FLAT BLACK. OPEN DUCTS TO HAVE HEMMED TERMINATIONS ON ALL SIDES. AIR DISTRIBUTION DEVICES: INSTALL DEVICES FLUSH, LEVEL, AND TIGHT AGAINST WALL OR CEILING, WITH GASKET BEHIND EACH DEVICE. DEVICES IN CEILING TO BE COORDINATED WITH LIGHTING FIXTURES, AND BE LOCATED SYMMETRICALLY WITH THE CEILING GRID. TEST AND BALANCE: WORK INCLUDE PROVIDING TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS INCLUDING BUT NOT LIMITED TO HYDRONIC AND AIR DISTRIBUTION SYSTEMS AND EQUIPMENT AND APPARATUS CONNECTED THERETO. WHEN POSSIBLE, TAB WORK TO BE DONE DURING PEAK LOAD CONDITIONS. WORK TO BE ACCOMPLISHED, AND REPORTS SUBMITTED, PRIOR TO PROJECT FINAL INSPECTION BY ARCHITECT. AIR DISTRIBUTION SYSTEM TO BE ADJUSTED TO QUANTITIES INDICATED AND AS REQUIRED TO ELIMINATE ANY TEMPERATURE GRADIENTS BETWEEN ROOMS OR WITHIN ANY ROOMS GREATER THAN 3 F. WORK TO BE PERFORMED BY A FIRM CERTIFIED BY NATIONAL ENVIRONMENTAL BALANCING BUREAU, OR EQUIVALENT. INSULATION: CONDENSATE DRAINS (INTERIOR) - 1/2" THICK FLEXIBLE FOAMED PLASTIC WITH JOINTS SEALED WITH SUITABLE ADHESIVE. REFRIGERANT SUCTION LINES - 1" THICK FLEXIBLE FOAMED PLASTIC WITH JOINTS SEALED WITH SUITABLE ADHESIVE. REFRIGERANT LIQUID LINES AT DUCTLESS SPLIT SYSTEMS (IF RECOMMENDED BY MANUFACTURER) - 1/2" THICK FLEXIBLE FOAMED PLASTIC WITH JOINTS SEALED WITH SUITABLE ADHESIVE. DUCTWORK, SUPPLY (CONCEALED) - 2" THICK 1.0 LB. DENSITY FIBERGLASS BLANKET WITH VAPOR BARRIER, SECURED WITH STAPLES 2" O.C. DUCTWORK, SUPPLY (EXPOSED AND FIRST 10' FROM BLOWER) - 1" THICK DUCT LINER. DUCT SIZES NOTED ARE NET INTERNAL. DUCTWORK, RETURN - 1" THICK DUCT LINER. DUCT SIZES NOTED ARE NET INTERNAL. DUCTWORK, TOILET EXHAUST - NO INSULATION IS REQUIRED. NOTE: ALL SUPPLY, RETURN, AND OUTSIDE AIR DUCTWORK LOCATED IN UNCONDITIONED ATTIC TO BE INSULATED WITH 2" DUCT WRAP, INCLUDING LINED DUCTS. DUCT LINER, FIBERGLASS (LOW PRESSURE SYSTEMS) GENERAL: DUCT LINER TO BE BONDED GLASS FIBER BLANKET TYPE, MEETING ASTM C-1071, WITH 1.5 POUND DENSITY, WITH FACTOR OF .25 OR BETTER AT 75 F MEAN TEMPERATURE. LINER SHALL HAVE A FACTORY APPLIED ACRYLIC COATING WITH EPA-REGISTERED ANTI-MICROBIAL AGENT. DUCT LINER SHALL HAVE COMPOSITE FIRE AND SMOKE RATINGS NOT EXCEEDING 25 FOR FLAME SPREAD AND 50 FOR SMOKE CONTRIBUTED AND DEVELOPED. THICKNESS: VALUES SPECIFIED BELOW ARE MINIMUM, AND MAY NEED TO BE INCREASED TO MEET ENERGY CODES OR CRITERIA OF LOCAL AUTHORITIES. INTERIOR LOCATIONS (WITHIN THERMAL ENVELOPE): 1" THICK, 2.0 POUND DENSITY, R-VALUE 4.1, NOISE REDUCTION CRITERIA (NRC) OF 0.70 WALL LOUVERS: ARCHITECTURAL STYLE, STATIONARY BLADES IN 4" FRAME, FACTORY ASSEMBLED, DESIGNED TO WITHSTAND WIND LOAD OF 20 LBS/SQ. FT. (90 MPH WIND), CONSTRUCTED OF EXTRUDED 6063T5 ALUMINUM ALLOY, WITH ALUMINUM INSECT SCREEN IN REMOVABLE FRAME, KYNAR FINISH COLOR COATING, EQUAL TO RUSKIN MDL. ELF375. BRICK VENTS: ARCHITECTURAL STYLE, EXTRUDED OR CAST ALUMINUM CONSTRUCTION. UNITS SHALL HAVE INSECT SCREEN AND WATER STOP, KYNAR FINISH COLOR COATING, EQUAL TO RUSKIN MDL. BV100. FIRE DAMPERS: FOLDING BLADE TYPE, CONSTRUCTED AND TESTED IN ACCORDANCE WITH UL SAFETY STANDARD 555. EACH FIRE DAMPER SHALL HAVE A 1 1/2 HOUR FIRE PROTECTION RATING, 212 F FUSIBLE LINK, AND SHALL INCLUDE A UL LABEL IN ACCORDANCE WITH ESTABLISHED UL LABELING PROCEDURES, EQUAL TO RUSKIN TYPE IBD2. DAMPERS INSTALLED IN SUPPLY DUCTS TO BE OF THE LOW RESISTANCE TYPE WITH BLADES FOLDED SO AS TO RETAIN THE FREE AREA OF THE DUCT, WITH SUITABLE FRAME STYLE FOR ROUND, OVAL OR RECTANGULAR DUCTS. FIRESTOPPING AND FIRE/SMOKE CAULKING: PENETRATIONS OF FIRE RESISTANCE-RATED BUILDING ASSEMBLIES BY PIPES, TUBING, DUCTWORK, RACEWAYS, AND WIRING/CABLING SHALL BE PROVIDED WITH APPROPRIATE FIRE BARRIERS. METHODS AND MATERIALS SHALL BE UL LISTED AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM-E814/UL1479. VOIDS AND OPENINGS SHALL BE SEALED WITH INTUMESCENT CAULK/SEALANT, EQUAL TO STI "LCI SEALANT", 3M #CP-25, OR DOW CORNING #2000. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PLASTIC PIPES OR TUBING PENETRATE RATED ASSEMBLIES, PROVIDE INTUMESCENT COLLARS, EQUAL TO STI "SERIES SSC OR LCC FIRESTOP COLLARS". WHERE ELECTRICAL BOXES ARE INSTALLED IN STUD WALL RATED ASSEMBLIES, PROVIDE INTUMESCENT PUTTY PADS AROUND EXTERIOR OF BOX, EQUAL TO STI "SSP PUTTY PADS". WHERE UL LISTED SYSTEMS (XHEZ THROUGH-PENETRATION FIRESTOP SYSTEMS) ARE REQUIRED, USE COMPONENTS AS MANUFACTURED BY: 3M, DOW CORNING, HILTI. METALINES, STI, HEVI-DUTY NELSON, OR JOHNS-MANVILLE, PENETRATIONS OF SMOKE-TIGHT BUILDING COMPONENTS BY PIPES, TUBING, DUCTWORK, RACEWAYS, AND WIRING/CABLING SHALL BE PROVIDED WITH APPROPRIATE SMOKE-TIGHT CAULKING. METHODS AND MATERIALS SHALL BE UL LISTED AND SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE ASTM/UL STANDARDS. HVAC EQUIPMENT: AS SCHEDULED, WITH CONTROLS AND ACCESSORIES FOR A COMPLETE, FUNCTIONAL SYSTEM. SEISMIC RESTRAINTS: PROVIDE SWAY CABLES AT 45 FOR SUSPENDED EQUIPMENT. RIGIDLY SECURE AND RESTRAIN ROOF-MOUNTED EQUIPMENT. PROVIDE SNUBBERS AS REQUIRED. CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena M2.1 HVAC SCEDULES ---PAGE BREAK--- METAL BUILDING LIBERTY ROAD X X X X X W BLOCK BUILDING BLOCK BUILDING 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 103 MEETING ROOM #1 1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR C 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL/ SPRINKLER RISER 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMEN 115 MEN 2 3 4 5 6 7 8 9 1 10 B A A 2 3 4 5 6 7 8 9 1 10 B C 2 A B C D E F 1 2 3 4 5 F E D C B A 3 4 5 PROPOSED PADMOUNT TRANSFORMER - COORDINATE WITH UTILITY COMPANY PROVIDE PULL BOX(S) AS REQUIRED. BOX TO BE PLASTIC, FLUSH MOUNT WITH GRADE/PAVING, WITH COVER, LOGO ON COVER "ELECTRIC". PROPOSED U.G. PRIMARY ELECTRICAL SERVICE PROPOSED U.G. ELECTRICAL SERVICE 120/240V, 3W. COORDINATE WITH UTILITY COMPANY CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena E1.0 ELECTRICAL SITE PLAN ---PAGE BREAK--- 103 MEETING ROOM #1 1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL/ SPRINKLER RISER 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMEN 115 MEN 2 A B C D E F 1 2 3 4 5 F E D C B A 3 4 5 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A E E E E A A XD XD XD XD C C C C C C XD XE XE XE XE XE XE XE XE XB XB XA B B B B B B B B B B B B B B XD XD XD XD XD XD XD XD G G G G G G G G F F G F F A B A-1 THRU PE CELL G D D D A-5 A-7 A-9 A-9 A-11 A-11 LT8 W/ TA LT8 W/ TA LT8 W/ TA LT8 W/ TA LT8 W/ TA LT8 W/ TA CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena E1.1 OFFICE LIGHTING PLAN ---PAGE BREAK--- C 2 3 4 5 6 7 8 9 1 10 B A A 2 3 4 5 6 7 8 9 1 10 B C H H H HE H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 CF-4 CF-1 CF-2 CF-3 CF-6 CF-5 B-13,15 B-17,19 B-21,23 B-22,24 B-18,20 B-14,16 B WP GF WP GF WP GF WP GF WP GF WP GF WP GF WP GF WP GF WP GF WP GF WP GF B-25 B-27 B-29 B-26 B-28 B-30 HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE HE CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena E1.2 ARENA ELECTRICAL PLAN ---PAGE BREAK--- 103 MEETING ROOM #1 1 109 ADMINISTRATION 113 KITCHEN/ CONCESSIONS 108 CONFERENCE 114 LOBBY 101 VESTIBULE 106 CORRIDOR 107 OFFICE 110 IT 102 EXHIBITION HALL 104 MEETING ROOM #2 105 MEETING ROOM #3 111 MECHANICAL/ ELECTRICAL/ SPRINKLER RISER 112 PANTRY/ SUPPLIES 117 JANITOR 116 WOMEN 115 MEN 2 A B C D E F 1 2 3 4 5 F E D C B A 3 4 5 WP GF WP GF K4 K2 K3 K3 K1 A A-19,21 A-16 A-15 A-8 A-10 A-13 A-12 A-20 A-22 EQUIPMENT CONNECTION ELECTRICAL NOTES: ITEM DESCRIPTION K1 ICE MACHINE - 208V, 1PH, 6.3KW - 2P-30A BKR, #10, #10 GD, 1/2"C., PROVIDE NEMA 6-30R RECEPTACLE (VERIFY NEMA CONFIGURATION PRIOR TO ROUGH-IN) FOR PLUG CONNECTION TO ITEM. CIRCUIT K-1,3. K2 REACH-IN REFRIGERATOR - 120V, 1PH - PROVIDE NEMA 5-20R DUPLEX RECEPTACLE ON DEDICATED 1P-20A CKT FOR PLUG CONNECTION TO ITEM. CIRCUIT K-5. K3 (QUANTITY 2) - DRINK COOLER - 120V, 1PH - PROVIDE NEMA 5-20R DUPLEX RECEPTACLE ON DEDICATED 1P-20A CKT FOR PLUG CONNECTION TO ITEM. CIRCUITS K-7, K-9. K4 RESIDENTIAL UNDERCOUNTER DISH MACHINE - 120V, 1PH, 1P-20A BKR, #12, #12 GD, 1/2"C, PROVIDE NEMA 5-20R DUPLEX RECEPTACLE LOCATED BELOW COUNTER ON DEDICATED 1P-20A CKT FOR PLUG CONNECTION TO ITEM. DIRECT CONNECTION FROM J-BOX MAY BE USED IF ACCEPTABLE TO LOCAL AHJ. GENERAL NOTES: KA INFORMATION PROVIDED ON ELECTRICAL DRAWINGS IS FOR ESTIMATING PURPOSES ONLY. FOR ACTUAL EQUIPMENT INFORMATION AND ROUGH-IN REQUIREMENTS, REFER TO EQUIPMENT VENDOR CUT SHEETS AND DRAWINGS, MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND NAMEPLATE DATA. KB EQUIPMENT FURNISHED BY OTHERS: ROUGH-IN AND CONNECT EQUIPMENT AS REQUIRED. COORDINATE REQUIREMENTS WITH EQUIPMENT VENDOR/OWNER, AND PROVIDE ALL LABOR AND ACCESSORIES NECESSARY FOR A COMPLETE, FUNCTIONAL INSTALLATION, READY FOR THE OWNER'S USE. KC COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL EQUIPMENT TO BE INSTALLED IN STRICT ACCORD WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE ARCHITECT. ADJUST RATINGS AND TYPES OF CIRCUIT OVERCURRENT PROTECTION DEVICES TO COMPLY WITH ACTUAL NAMEPLATE DATA OF EQUIPMENT. COORDINATE REQUIREMENTS WITH OTHER CONTRACTORS AND VENDORS. KD IN KITCHEN AREA, ALL SINGLE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50 AMPS OR LESS AND THREE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 100 AMPS OR LESS SHALL HAVE GFCI PROTECTION FOR PERSONNEL. REF: NEC 210.8(B) GFCI-TYPE RECEPTACLES MAY BE USED IN LIEU OF GFCI BREAKERS WHERE SUITABLE. KE PROVIDE SUITABLE POWER DISCONNECT AND OVERCURRENT PROTECTION FOR EACH COMPONENT. KF VERIFY MOUNTING HEIGHT FOR ALL RECEPTACLES PRIOR TO ROUGH-IN. A-2,4 A-6 A-24 A-26 A-25 WP GF WP GF WP GF WP GF A-23 A-23 A-23 GF GF GF GF GF GF GF GF A-14 GF GF A-33 A-31 A-29 A-27 A-28 AC 1 AC 2 AC 3 AC 4 AC 5 AC 6 AC 7 AC-8 A-18 A-9,11 A-10,12 A-17,19 A-18,20 A-25,27 A-26,28 A-33,35 WH MD-38,40 HWC A-23 A-30 CU-8 A-23 A-17 CU 1 CU 2 CU 5 CU 6 CU 7 CU 4 MD-34,36 MD-13,15 MD-14,16 MD-29,31 MD-30,32 MD-37,39 MD-22,24 A-23 CU 3 MD-21,23 MD U.G. ELECTRICAL SERVICE CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena E2.1 OFFICE POWER PLAN ---PAGE BREAK--- MD A U.G. PRIMARY #3/0 SERVICE GD SPD EQUAL TO SSI #CSEA 1S1-21 TRANSOCKET W/ METER PADMOUNT TRANSFORMER 120/240V 1∅ 3W SERVICE 2 RUNS: 3 #600, 3 1/2"C. 3 #12, #12 GD, 1/2"C TO PE CELL FACING NORTH SKY 3 #3/0, #6 GD, 1 1/2"C. 2 RUNS: 3 #600, 3 1/2"C. B 3 #3/0, #6 GD, 1 1/2"C. BRANCH CIRCUIT WIRING SCHEDULE Description of Branch Circuit Over-Current Protection Device Description of Wiring 15A/1P, 20A/1P 2 #12 + #12 EG, 3/4"C 25A/1P, 30A/1P 2 #10 + #10 EG, 3/4"C. 15A/1P/IG, 20A/1P/IG 2 #12 + #12 EG + #12 IG, 3/4"C. 25A/1P/IG, 30A/1P/IG 2 #10 + #10 EG + #10 IG, 3/4" C 15A/2P, 20A/2P 2 #12 + #12 EG, 3/4"C 25A/3P, 30A/3P 3 #10 + #10 EG, 3/4"C 35A/2P, 40A/2P 2 #8 + #10 EG, 3/4"C 35A/3P, 40A/3P 3 #8 + #10 EG, 3/4"C 45A/2P,50A/2P, 60A/2P 2 #6 + #10EG, 3/4"C 45A/3P, 50A/3P, 60A/3P 3 #6 + #10 EG, 3/4"C 70A/2P, 80A/2P 2 #4 + #8 EG, 3/4"C 70A/3p, 80A/3P 3 #4 + #8 EG, 1"C 90A/2P 2 #3 + #8 EG, 1"C. 100A/2P 2 #2 + #8 EG, 1 1/4"C. 90A/3P 3 #3 + #8 EG, 1"C 100A/3P 3 #2 + #8 EG, 1 1/4"C 110A/2P, 125A/2P, 130A/2P 2 #1 + #6EG, 1 1/4"C 110A/3P, 125A/3P, 130A/3P 3 #1 + #6EG 1 1/4"C 150A/2P 2 #1/O + #6 EG, 1 1/4"C 150A/3P 3 #1/O + 6 EG, 1 1/4"C. 175A/2P 2 #2/O + 6 EG, 1 1/4"C. 175A/3P 3 #2/O + 6 EG, 1 1/2"C. 200A/2P 2 #3/O + 6 EG, 1 1/2"C. 200A/3P 3 #3/O + 6 EG, 2"C. Abbreviations: A = AMP SP = SINGLE POLE 2P = TWO POLE 3P = THREE POLE N = NEUTRAL C = CONDUIT EG = EQUIPMENT GROUNDING CONDUCTOR IG = ISOLATED GROUND CIRCUIT NOTES: 1. Confirm necessity of neutral conductor prior to bid. If the neutral conductor is required. Size it the same as the associated line conductors. Resize conduit up one trade size if necessary. 2. Conduit sizes are based on conductors in EMT. Resize conduit as required for PVC. Flexible conduit or rigid steel. 3. Use this table to size branch circuit wiring unless a specific circuit is indicted elsewhere on the drawings. GROUNDING AND BONDING NOTES: PROVIDE BONDING TERMINATION, PER NEC-2014 250.94, WITH #6 (MIN) COPPER GROUND CONDUCTOR CONNECTION TO EQUIPMENT GROUNDING BUS IN SERVICE ENTRANCE EQUIPMENT, UNLESS OTHERWISE INDICATED. BONDING TERMINATION TO HAVE MINIMUM OF THREE TERMINATION POINTS FOR #14-#4 CONDUCTORS, AND BE EQUAL TO ERICO "IBTB", BURNDY "BONDIT JR.", OR ARLINGTON "GBB5P". FOR SYSTEMS CONNECTING TO LARGER GROUNDING ELECTRODE CONDUCTORS (UP TO 250 MCM), USE ARLINGTON "GBB5250". BUILDINGS OR STRUCTURES WITH REINFORCED CONCRETE FOUNDATIONS ARE TO BE PROVIDED WITH CONCRETE-ENCASED ELECTRODES PER NEC-2014 250.52(A)(3). ELECTRODE TO CONSIST OF #4 (MIN) BARE TINNED COPPER CONDUCTOR, 20 FT. LENGTH, WITH MINIMUM OF 2" CONCRETE COVER. BOND TO REBAR AS APPLICABLE. PER NEC-2014 250.50, ALL GROUNDING ELECTRODES PRESENT AT BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. THIS INCLUDES THE FOLLOWING: METAL UNDERGROUND WATER PIPING, METAL FRAME OF BUILDING/STRUCTURE, CONCRETE-ENCASED ELECTRODE, ROD AND PIPE ELECTRODES. PER NEC-2014 250.58, ALL SERVICE GROUNDING ELECTRODES AT THIS FACILITY (EXISTING AND NEW) ARE TO BE CONNECTED TOGETHER TO PROVIDE A COMMON GROUNDING ELECTRODE. COORDINATE ELECTRICAL SERVICE CONFIGURATION WITH LOCAL UTILITY COMPANY NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGS FED FROM MOUNTING ROOM B CIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR # CKT CKT BKR A B LOAD KVA A STANDARD 200 42,000 - SERIES RATED 200 240/120V 2P 3W SURFACE B MD 100% 1.8 1.8 20/1 20/1 2 1 3 4 20/1 20/1 1.8 1.8 1.8 1.8 20/1 20/1 6 5 7 8 20/1 20/1 1.8 1.8 1.8 1.8 20/1 20/1 10 9 11 12 20/1 20/1 1.8 1.8 1.4 1.2 20/2 20/2 14 13 15 16 I I 1.2 1.4 1.4 1.2 20/2 20/2 18 17 19 20 I I 1.2 1.4 1.4 1.2 20/2 20/2 22 21 23 24 I I 1.2 1.4 0.4 0.4 20/1 20/1 26 25 27 28 20/1 20/1 0.4 0.4 0.4 0.4 20/1 20/1 30 29 31 32 20/1 20/1 0.0 0.0 0.0 0.0 20/1 20/1 34 33 35 36 20/1 20/1 0.0 0.0 0.0 0.0 20/1 20/1 38 37 39 40 20/1 20/1 0.0 0.0 0.0 0.0 42 41 43 44 0.0 0.0 0.0 0.0 46 45 47 48 0.0 0.0 0.0 0.0 50 49 51 52 0.0 0.0 0.0 0.0 54 53 TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE 19.3 20.1 160.4 167.1 CONN KVA CONN KVA CALC KVA CALC KVA LIGHTING 21.6 27.0 (125%) LARGEST MOTOR 2.8 0.7 (25%) MOTORS 15.3 15.3 (100%) RECEPTACLES 2.4 2.4 (50%>10) TOTAL LOAD 45.4 BALANCED LOAD 189.2 A LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING CF-1 CF-2 CF-3 RECEPTACLES RECEPTACLES RECEPTACLES SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING CF-4 CF-5 CF-6 RECEPTACLES RECEPTACLES RECEPTACLES SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGS FED FROM MOUNTING ROOM B CIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR # CKT CKT BKR A B LOAD KVA A STANDARD 800 42,000 - SERIES RATED 800 240/120V 2P 3W NEMA 3R ENCLOSURE SURFACE MD UTILITY 100% 0.0 16.8 30/2 200/2 2 1 3 4 I I 14.8 0.0 0.0 20.1 200/2 200/2 6 5 7 8 I I 19.3 0.0 4.5 4.8 50/2 50/2 10 9 11 12 I I 4.8 4.5 2.2 2.8 35/2 40/2 14 13 15 16 I I 2.8 2.2 4.8 4.5 50/2 50/2 18 17 19 20 I I 4.5 4.8 2.8 2.2 40/2 35/2 22 21 23 24 I I 2.2 2.8 4.8 5.8 50/2 60/2 26 25 27 28 I I 5.8 4.8 2.8 3.3 40/2 50/2 30 29 31 32 I I 3.3 2.8 2.0 2.8 25/2 30/2 34 33 35 36 I I 2.8 2.0 0.0 0.3 25/2 38 37 39 40 I 0.3 0.0 0.0 0.0 42 41 43 44 0.0 0.0 0.0 0.0 46 45 47 48 0.0 0.0 0.0 0.0 50 49 51 52 0.0 0.0 0.0 0.0 54 53 TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE 84.0 86.9 700.3 724.0 CONN KVA CONN KVA CALC KVA CALC KVA LIGHTING 28.0 35.0 (125%) LARGEST MOTOR 6.6 1.7 (25%) MOTORS 60.9 60.9 (100%) RECEPTACLES 20.7 15.4 (50%>10) KITCHEN EQUIPMENT 6.3 6.3 (100%) HEATING 55.0 55.0 (100%) TOTAL LOAD 174.2 BALANCED LOAD 725.9 A PANEL A PANEL B AC-1 CU-1 AC-3 CU-3 AC-5 CU-5 AC-7 CU-7 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPD SPARE AC-2 CU-2 AC-4 CU-4 AC-6 CU-6 CU-8 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE NOTE NEUTRAL BUS AMPS VOLTS AIC MAIN BKR LUGS FED FROM MOUNTING ROOM B CIRCUIT DESCRIPTION LOAD KVA # CKT CIRCUIT DESCRIPTION CKT BKR # CKT CKT BKR A B LOAD KVA A STANDARD MLO 42,000 - SERIES RATED 200 240/120V 2P 3W SURFACE A MD 100% 3.2 1.1 30/2 20/1 2 1 3 4 20/1 I 0.0 3.2 1.2 1.4 20/1 20/1 6 5 7 8 20/1 20/1 1.4 1.1 0.9 1.3 20/1 20/1 10 9 11 12 20/1 20/1 1.2 0.5 0.5 0.7 20/1 20/1 14 13 15 16 20/1 20/1 0.9 0.9 0.4 0.4 20/1 20/1 18 17 19 20 30/2 20/1 1.0 0.7 1.3 1.0 20/1 I 22 21 23 24 20/1 20/1 1.1 1.2 1.2 1.2 20/1 20/1 26 25 27 28 20/1 20/1 0.4 0.9 0.6 0.4 20/1 20/1 30 29 31 32 20/1 20/1 0.4 0.0 0.0 0.2 20/1 20/1 34 33 35 36 20/1 20/1 0.0 0.0 0.0 0.0 20/1 20/1 38 37 39 40 20/1 20/1 0.0 0.0 0.0 0.0 20/1 20/1 42 41 43 44 20/1 20/1 0.0 0.0 0.0 0.0 46 45 47 48 0.0 0.0 0.0 0.0 50 49 51 52 0.0 0.0 0.0 0.0 54 53 TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE 14.8 16.8 123.3 140.3 CONN KVA CONN KVA CALC KVA CALC KVA LIGHTING 6.4 8.0 (125%) LARGEST MOTOR 0.6 0.2 (25%) MOTORS 0.6 0.6 (100%) RECEPTACLES 18.3 14.2 (50%>10) KITCHEN EQUIPMENT 6.3 6.3 (100%) TOTAL LOAD 29.2 BALANCED LOAD 121.7 A EXT. LIGHTING EXT. LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING RECEPTACLE RECEPTACLE RECEPTACLE SERVER UPS RECEPTACLE DISHWASH-K4-GFCI BKR RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE ICE MKR-K1-GFCI BKR REF-K2-GFCI BKR RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE DRINK CLR-K3-GFCI BKR DRINK CLR-K3-GFCI BKR RECEPTACLE HOT WATER CIRC SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena E3.1 ELECTRICAL DETAILS ---PAGE BREAK--- ELECTRICAL SPECIFICATIONS CODES AND PERMITS: ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES. PERMIT AND CONNECTION FEES TO BE PAID BY CONTRACTORS AS REQUIRED. WARRANTY: WORK AND MATERIALS TO BE WARRANTED FOR ONE YEAR AFTER PROJECT COMPLETION. MANUFACTURER'S INSTALLATION INSTRUCTIONS: ALL EQUIPMENT TO BE INSTALLED IN STRICT ACCORD WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. EQUIPMENT NAMEPLATE DATA: ADJUST RATINGS AND TYPES OF OVERCURRENT PROTECTION DEVICES TO COMPLY WITH ACTUAL NAMEPLATE DATA OF EQUIPMENT. COORDINATE REQUIREMENTS WITH OTHER CONTRACTORS AND VENDORS. RACEWAYS: EXTERIOR, BURIED OR EXPOSED - IMC WITH THREADED FITTINGS. EXTERIOR, EXPOSED - IMC WITH THREADED FITTINGS, OR EMT WITH COMPRESSION FITTINGS. BURIED OR CAST IN CONCRETE - SCH. 40 PVC, WITH IMC STUB UPS WHERE SUBJECT TO DAMAGE. INTERIOR - EMT WITH COMPRESSION OR SET-SCREW FITTINGS. CONCEAL IN FINISHED AREAS. EQUIPMENT AND RECESSED LIGHTING FIXTURE CONNECTIONS - FLEXIBLE METALLIC CONDUIT, LIQUIDTIGHT ON EXTERIOR. CONDUIT SEALS: INSTALL CONDUIT SEALS AT THE FOLLOWING LOCATIONS: IN RACEWAYS WHICH PASS THROUGH EARTH BURIAL LOCATIONS AND TURN DOWN INTO PANELBOARDS OR WIRING ENCLOSURES. IN RACEWAY CONNECTIONS TO WATERTIGHT JUNCTION BOXES LOCATED IN PITS, MANHOLES, OR OTHER ACCESSIBLE ENCLOSURES BELOW GRADE. OUTLET BOXES: INTERIOR - GALVANIZED STEEL, EXTERIOR - CAST ALUMINUM. DO NOT INSTALL BOXES BACK-TO-BACK IN FIRE-RATED WALLS, MINIMUM HORIZONTAL OFFSET TO BE 24". LOCATE WALL-MOUNTED BOXES/DEVICES IN SYMMETRY WITH WALL FEATURES, SUCH AS PANELING, WAINSCOTS, DOORS, AND WINDOW OPENING. COORDINATE LOCATIONS WITH ARCHITECTURAL WALL ELEVATIONS AND FINISH DETAILS. EXACT LOCATIONS TO BE DETERMINED IN THE FIELD, AS DIRECTED. LOCATE BOXES/DEVICES, INSTALLED IN OR NEAR CASEWORK, AS DIRECTED IN FIELD, IN ACCORDANCE WITH CASEWORK DETAILS. LOCATE BOXES/DEVICES, INSTALLED NEAR LAVATORIES (AND/OR ASSOCIATED CASEWORK), TO AVOID CONFLICT WITH MIRRORS. COORDINATE LOCATIONS WITH CASEWORK DETAILS AND INTERIOR ELEVATIONS. ROUGH-IN FOR THERMOSTATS AND WALL MOUNTED HVAC CONTROL DEVICES. UNLESS OTHERWISE INDICATED, PROVIDE FLUSH-MOUNTED WALL BOX WITH 3/4" C. STUB UP TO ACCESSIBLE LOCATION ABOVE CEILING. ORIENT BOX SO IT IS CONCEALED BEHIND DEVICE. COORDINATE LOCATIONS AND REQUIREMENTS WITH HVAC CONTRACTOR. WIRING DEVICES: TOGGLE SWITCHES: SPECIFICATION GRADE, AC ONLY, 20A 120-277V RATING, FULL SIZE HANDLE (FRAMED TOGGLE NOT ACCEPTABLE.), SIDE WIRED, VERIFY COLOR. DUPLEX RECEPTACLES: SPECIFICATION GRADE, AC/DC, 20A 125V RATING, AUTOMATIC GROUNDING CLIP, SIDE WIRED, TAMPER-RESISTANT, GFCI-TYPE WHERE INDICATED OR REQUIRED. VERIFY COLOR. WHERE INDICATED, RECEPTACLES TO HAVE USB CHARGING PORTS: TYPE A AND TYPE C. TV/POWER COMBINATION OUTLETS: GENERAL: PROVIDE RECESSED STEEL MULTI-GANG WALL BOX ASSEMBLY WITH PROVISIONS FOR TV/MONITOR LOW VOLTAGE CONNECTIONS AND NEMA 5-15R DUPLEX RECEPTACLE FOR 120V POWER. BOX TO ACCOMMODATE STEEL RACEWAYS AND HAVE A MINIMUM OF 2-GANG CONFIGURATION. BOX ASSEMBLY TO INCLUDE VOLTAGE SEPARATORS AND NON-METALLIC COVER PLATE WITH WHITE FINISH. UNIT TO BE EQUAL TO ARLINGTON TVBS505. INSTALLATION: FLUSH MOUNT BOX ASSEMBLY IN WALL AT HEIGHT INDICATED, OR AS DIRECTED. STUB 1" CONDUIT FROM LOW VOLTAGE COMPARTMENT TO ACCESSIBLE LOCATION ABOVE CEILING, OR TO OVERHEAD STRUCTURE WHERE EXPOSED. DIMMER SWITCHES, WALL-MOUNT DIMMERS (LED,0-10V): SOLID STATE CIRCUITRY, ARCHITECTURAL PRESET SLIDE DIMMER, SEPARATE ON-OFF SWITCH, 100%-1% DIMMING OF LED DRIVERS USING 0-10 VDC, DESIGNER-STYLE FACEPLATE WITH IVORY FINISH, 8.0 AMPS CAPACITY, 120V-277V RATED, UL LISTED. SINGLE POLE FUNCTION LUTRON "DIVA" 3-WAY FUNCTION LUTRON "DIVA" MOTION DETECTOR SWITCHES: ELECTRONIC, PASSIVE INFRARED, WALL BOX SWITCH, SPST, AUTO/ON, LED SENSING VERIFICATION, 30-SECOND TO 30-MINUTE TIME DELAY OFF, PUSH BUTTON FOR MANUAL OFF CAPABILITY, RATED 800W INCANDESCENT/1000W FLUORESCENT AT 120 VOLTS AND 1800W FLUORESCENT AT 277 VOLTS, MOUNT IN SINGLE GANG J-BOX, 2-WIRE OPERATION. LEVITON ODS15-ID OR HUBBELL WS120I (120V) LEVITON ODS10-ID OR HUBBELL WS277I (277V) TIMER SWITCHES (MANUAL): WALL BOX TIME SWITCH, ROTARY HANDLE, 0-30 MINUTES (WITHOUT HOLD), RATED 20 AMPS (INDUCTIVE) AT 120 VOLTS AND 10 AMPS (INDUCTIVE) AT 277 VOLTS, MOUNT IN SINGLE GANG J-BOX WITH "DECORA" COVERPLATE, 2-WIRE OPERATION. INTERMATIC FD30MC COVER PLATES: INTERIOR - IVORY NYLON ON FLUSH BOXES (FINISHED AREAS), GALVANIZED STEEL WITH ROUNDED EDGES ON SURFACE MOUNTED BOXES (UNFINISHED AREAS ONLY). EXTERIOR - WEATHERPROOF GFI COVERPLATES TO BE CAST ALUMINUM. MOUNTING HEIGHTS: WIRING DEVICES, AND OTHER EQUIPMENT TO, UNLESS NOTED OTHERWISE, BE MOUNTED WITH RESPECT TO INDICATED SURFACE AS FOLLOWS: RECEPTACLES: 18" AFF (GENERAL USE) 8" ABOVE WORK SURFACE (AT BUILT-IN MILLWORK) 42" AFF (ADJACENT TO LAVATORY OR SINK IN TOILET) 42" AFF (GARAGES, ENCLOSED SPACES W/ VEHICULAR TRAFFIC) SWITCHES: 48" AFF TELEPHONE: SAME AS RECEPTACLES THERMOSTATS: 48" AFF TELEVISION/CATV: 18" AFF PANELBOARDS: 78" TO TOP CKT BKR OR SWITCH (PER NEC 380-8(A)) WIRING: COPPER CONDUCTORS: 98% CONDUCTIVITY ANNEALED COPPER PER ASTM B3, AND SHALL BE TINNED OR UNTINNED IN ACCORDANCE WITH ESTABLISHED STANDARDS FOR THE TYPE OF INSULATION APPLIED OVER THE CONDUCTORS. WIRING NO.10 AWG AND SMALLER MAY HAVE SOLID OR STRANDED CONDUCTORS, AND NO.8 AWG AND LARGER SHALL HAVE STRANDED CONDUCTORS. IF STRANDED CONDUCTORS ARE USED, CONNECTIONS TO WIRING DEVICES MUST BE MADE WITH SOLID CONDUCTOR PIGTAILS. ACCEPTABLE MANUFACTURERS: ANACONDA, PHELPS DODGE, SOUTHWIRE, GENERAL ELECTRIC, AETNA ALUMINUM CONDUCTORS: TYPE XHHW-2, COMPACT-STRANDED, AA 8000-SERIES ALUMINUM ALLOY. TERMINATIONS AND CONNECTIONS TO CONFORM TO EEI-NEMA CLASS A AND U.L. STANDARD 486B, MARKED "AL7CU" FOR 75 C RATED CIRCUITS AND "AL9CU" FOR 90 C RATED CIRCUITS. ACCEPTABLE MANUFACTURERS: ALCAN "STABILOY", ALCOA "EXCELLOY", SOUTHWIRE "ALUMAFLEX" CONDUCTOR TYPE AND USAGE: COPPER CONDUCTORS MAY BE USED FOR CIRCUITS AND FEEDERS WITH ANY AMPACITY. ALUMINUM CONDUCTORS MAY ONLY BE USED FOR CIRCUITS AND FEEDERS WITH AMPACITY OF 60-AMPS AND GREATER. INSULATION FOR POWER CONDUCTORS TO BE TYPE THHN/THWN-2 OR XHHW-2, RATED 600 VOLTS, UNLESS OTHERWISE INDICATED. BRANCH CIRCUIT CONDUCTORS SIZES #6 AWG AND SMALLER, MAY BE TYPE THW OR THHN. INSULATION TO BE COLOR CODED AS REQUIRED BY THE N.E.C. AND AS SPECIFIED BELOW. FOR CONDUCTORS INSTALLED IN FLUORESCENT FIXTURE RUNS, USE TYPE RHH, XHHW, OR THHN INSULATION. METAL CLAD CABLE (MC): COPPER CONDUCTORS, 600V INSULATION TYPE THHN (TFN OR TFFN FOR 16 AWG AND SMALLER), CONTINUOUS ALUMINUM SHEATH (CORRUGATED OR SMOOTH). ACCEPTABLE MANUFACTURERS: ALFLEX "ARMORLITE", COLEMAN CABLE "CORRA/CLAD", OKONITE "OKO CLAD", ROCKBESTOS "GUARDEX". USE: 20-AMP BRANCH CIRCUITS (WHEN ACCEPTABLE TO LOCAL AUTHORITIES) METAL CLAD CABLE (TYPE MC-PCS): TO BE DUAL FUNCTION FOR POWER AND CONTROL, WITH INDIVIDUALLY INSULATED COPPER CONDUCTORS FOR POWER, INCLUDING INSULATED GREEN GROUNDING WIRE, 600V INSULATION, TYPE THHN/THWN, PLUS 16/2 CONTROL WIRING (PURPLE AND GRAY COLOR), AND OVERALL INTERLOCKING ALUMINUM ARMOR. USE: 20-AMP LIGHTING CIRCUITS WITH 0-10V DIMMING (WHEN ACCEPTABLE TO LOCAL AHJ). WIRES AND CABLES INSTALLATION: ALL SPLICES, TAPS, CONNECTIONS, TERMINATIONS, ETC., TO BE MADE WITH APPROPRIATE CONNECTORS IN A WORKMANLIKE MANNER AND IN COMPLIANCE WITH N.E.C. MULTIWIRE BRANCH CIRCUITS ARE NOT PERMITTED. MULTIPLE LIGHTING AND APPLIANCE CIRCUITS MAY NOT BE COMBINED TO UTILIZE COMMON NEUTRAL CONDUCTOR. (REFER TO 2008 NEC 210.4) ALL 15A AND 20A CIRCUIT WIRING TO BE MINIMUM #12 AWG, OR LARGER AS INDICATED. PROVIDE #10 AWG WHERE CIRCUIT HOMERUNS EXCEED 60 FEET (120V) OR 130 FEET (277V). NO WIRE SMALLER THAN #12 AWG PERMITTED SERVING LIGHTING OR OUTLETS (SEE SECTION 16500 FOR EXCEPTION). USE CONDUCTORS NOT SMALLER THAN #14 AWG FOR CLASS 1 CONTROL AND SIGNAL CIRCUITS. USE CONDUCTORS NOT SMALLER THAN #16 AWG FOR CLASS 2 LOW ENERGY REMOTE CONTROL AND SIGNAL CIRCUITS. CONDUCTORS FOR SPECIAL SIGNAL, COMMUNICATIONS, AND SIMILAR SYSTEMS SHALL BE SIZED AS INDICATED ON DRAWINGS OR AS REQUIRED BY VENDOR. SPLICES FOR ANY COMBINATION OF STRANDED AND/OR SOLID COPPER WIRE UP TO 3#8 OR 2#6 TO BE MADE WITH SOLDERLESS ELECTRICAL SPRING CONNECTOR TYPE. SPLICES FOR LARGER WIRE TO BE SOLDERLESS COMPRESSION INDENTION TYPE PROPERLY TAPED. TIME CLOCKS: GENERAL: TIME CLOCKS TO BE ELECTROMECHANICAL TYPE WITH MANUAL ON/OFF LEVER TRANSFER SWITCH. ENCLOSE CLOCKS IN NEMA 1 ENCLOSURE AT INTERIOR LOCATIONS AND NEMA 3R AT EXTERIOR LOCATIONS. SWITCHING CONFIGURATION, AMPACITY, AND VOLTAGE RATINGS TO BE AS INDICATED OR REQUIRED FOR LOAD SERVED. 24-HOUR CLOCKS: 24 HOUR DIAL WITH 2 TO 14 REPLACEABLE TRIPPERS, SKIP-A- DAY FEATURE, AND 10 HOUR SPRING-WOUND CARRYOVER. SWITCHING MECHANISM TO BE 4-POLE CONFIGURATION, EACH RATED AT 40 AMPERES. CLOCKS TO BE EQUAL TO INTERMATIC T1400BR SERIES. 7-DAY CLOCKS: 7-DAY CALENDAR DIAL WITH REPLACEABLE TRIPPERS FOR UP TO FOUR ON/OFF OPERATIONS PER DAY. SWITCHING MECHANISM TO BE 4-POLE CONFIGURATION, EACH RATED AT 40 AMPERES. CLOCKS TO BE EQUAL TO INTERMATIC T7000B SERIES. INSTALL UNITS IN AUXILIARY ENCLOSURES WHERE CONDITIONS DICTATE. ENCLOSURES TO BE AS SPECIFIED IN ARTICLE "ENCLOSURES FOR ELECTRICAL EQUIPMENT". PHOTOELECTRIC CELLS: GENERAL: PE CELLS TO BE SEALED CADMIUM SULFIDE PHOTO-INITIATED TYPE, SUITABLE FOR OPERATION BETWEEN -30 F TO +140 F. UNITS TO TURN ON AT DUSK AND OFF AT DAWN, WITH THERMAL INERTIA TO GIVE A MINIMUM TIME DELAY OF 15 SECONDS. PHOTOCONTROL UNITS NOT FACTORY INSTALLED IN LIGHTING FIXTURE OR PERIPHERAL TO BE EQUAL TO TORK 2100 SERIES WITH VOLTAGE RATING AND CAPACITY AS REQUIRED BY LOAD SERVED. UNITS TO HAVE MANUALLY ADJUSTABLE LEVEL SLIDE AND WEATHERPROOF ENCLOSURE. IF DERATING IS REQUIRED FOR LED APPLICATIONS, PROVIDE SUPPLEMENTAL LIGHTING CONTACTOR, RATED 20-AMPS PER POLE, ELECTRICALLY-HELD, WITH NEMA 1 OR 3R ENCLOSURE AS APPROPRIATE. LIGHTING FIXTURES: AS SCHEDULED, COMPLETE WITH LAMPS OR LED SOURCES. EXIT AND EMERGENCY LIGHTING: PROVIDE EXIT LIGHTING FIXTURES LOCATED AND ARRANGED TO CLEARLY INDICATE EGRESS PATHS. FIXTURES AND INSTALLATION SHALL COMPLY WITH NFPA #101 SECTION 5-10. PROVIDE EMERGENCY LIGHTING FIXTURES LOCATED AND ARRANGED TO ILLUMINATE EGRESS PATHS WITH 1.0 FOOTCANDLE (MIN.). FIXTURES AND INSTALLATION SHALL COMPLY WITH NFPA #101 SECTION 5-9. CONNECT FIXTURES TO UNSWITCHED CONDUCTOR OF LOCAL LIGHTING CIRCUIT SUCH THAT BATTERY POWER SUPPLY AUTOMATICALLY ILLUMINATES LAMPS WHEN NORMAL POWER SUPPLY IS DISRUPTED. CONNECT LED FIXTURES WITH EMERGENCY BALLASTS TO SWITCH LEG AND TO UNSWITCHED CONDUCTOR SUCH THAT LAMPS ARE NORMALLY CONTROLLED BY SWITCH, BUT BATTERY POWER SUPPLY AUTOMATICALLY ILLUMINATES LAMPS WHEN NORMAL POWER SUPPLY IS DISRUPTED. TELEPHONE CONDUIT SYSTEM: PROVIDE OUTLET BOX, BLANK COVER PLATE WITH BUSHED HOLE, AND 3/4" EMT STUB INTO ACCESSIBLE CEILING SPACE FOR EACH OUTLET. COMPUTER CONDUIT SYSTEM: PROVIDE OUTLET BOX, BLANK COVER PLATE WITH SUITABLE TERMINATION, AND 3/4" EMT STUB INTO ACCESSIBLE CEILING SPACE FOR EACH OUTLET. ELECTRICAL SERVICE AND METERING PROVISIONS: PROVIDE ELECTRICAL SERVICE AND METERING AS INDICATED ON DRAWINGS OR AS REQUIRED BY UTILITY COMPANY. VERIFY ELECTRICAL SERVICE REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH-IN AND COORDINATE INSTALLATION. PROVIDE ALL MATERIALS AND LABOR SHOWN ON DRAWINGS AND/OR REQUIRED FOR COMPLETE INSTALLATION, EXCEPT AS SPECIFICALLY INDICATED TO BE BY THE SERVING UTILITY. WHERE THERE IS A CHARGE FOR UTILITY FURNISHED ITEMS, IT SHALL BE PAID BY CONTRACTOR. PANELBOARDS: AS SCHEDULED. CIRCUIT BREAKERS TO BE FULL MODULE TYPE. HALF-SIZE OR PIGGY-BACK TYPE ARE NOT ACCEPTABLE. PROVIDE AIC RATINGS AS REQUIRED TO ACCOMMODATE AVAILABLE FAULT CURRENT VALUES. CIRCUIT BREAKER PARAMETERS FOR CIRCUITS SERVING EQUIPMENT AND MOTOR LOADS ARE PROVIDED FOR ESTIMATING PURPOSES ONLY. CIRCUIT BREAKERS TO BE COORDINATED WITH VENDORS AND OTHER CONTRACTORS TO MATCH NAMEPLATE DATA OF INSTALLED EQUIPMENT. ADJUST CIRCUIT BREAKER LOCATIONS ON PANELBOARD BUSES AS REQUIRED TO BALANCE LOADS BETWEEN ALL PHASES TO WITHIN 10%. PROVIDE PRINTED LABELS FOR PANELS INDICATING "MARK/ID", AND VOLTAGE/PHASE DESCRIPTION. PROVIDE BREAKER LABELS (NUMERICAL) AND TYPED CIRCUIT DIRECTORY. DISCONNECTS: SAFETY SWITCHES, QUICK-MAKE, QUICK-BREAK OPERATION, LUG CONFIGURATION TO ACCOMMODATE WIRING TERMINATIONS. ENCLOSURES AS SPECIFIED BELOW. ENCLOSURES FOR ELECTRICAL EQUIPMENT: GENERAL: PROVIDE SUITABLE ENCLOSURES FOR SAFETY SWITCHES, STARTERS, CONTACTORS, PANELBOARDS, TVSS UNITS, CONTROL DEVICES, AND OTHER ELECTRICAL EQUIPMENT. CONSTRUCTION: ENCLOSURES IN LOCATIONS NOT SUBJECT TO CORROSION TO BE CONSTRUCTED OF CODE GAUGE STEEL WITH BAKED ENAMEL FINISH. IN LOCATIONS SUBJECT TO CORROSION, ENCLOSURES TO BE CONSTRUCTED OF SUITABLE MATERIALS AND FINISHES. NEMA TYPE: ENCLOSURES TO HAVE NEMA CONFIGURATIONS AS FOLLOWS: NEMA 1 - INDOOR, DRY LOCATIONS NEMA 3R - OUTDOOR, LOCATIONS SUBJECT TO RAIN, SLEET, ICE NEMA 4 - INDOOR OR OUTDOOR, LOCATIONS SUBJECT TO DUST; DRIPPING, FALLING, OR HOSE-DIRECTED WATER NEMA 4X - INDOOR OR OUTDOOR, LOCATIONS SUBJECT TO DUST; DRIPPING, FALLING, OR HOSE-DIRECTED WATER; CORROSION NEMA 12 - INDOOR, LOCATIONS SUBJECT TO DUST; DRIPPING OR FALLING NON-CORROSIVE LIQUIDS IDENTIFICATION AND NAMEPLATES: GENERAL: CLEARLY AND PERMANENTLY IDENTIFY ALL MAJOR ELECTRICAL COMPONENTS AS SPECIFIED BELOW. PRINTED LABELS: LABELS TO BE PREPARED USING "LABEL-MAKING MACHINE", WITH 1/2" HIGH PRIMARY LETTERS AND 5/16" HIGH SECONDARY LETTERS (BLACK LETTERS ON WHITE SURFACE). LABELS TO BE SECURED WITH SELF-ADHESIVE BACKING, OR OTHER APPROVED PERMANENT MOUNTING METHOD. PROVIDE LABELS FOR THE FOLLOWING COMPONENTS: MOTOR STARTERS, CONTACTORS, TIME CLOCKS, DISCONNECT SWITCHES. MISCELLANEOUS LABELS REQUIRED BY CODE - EXAMPLES INCLUDE: NEC 110-22 AND 230-2. CIRCUIT ORIGIN: PROVIDE CIRCUIT/FEEDER DATA (CIRCUIT DESIGNATION) FOR EVERY MAJOR ELECTRICAL COMPONENT, AND POWER CIRCUITS FOR HVAC AND PLUMBING EQUIPMENT. GROUNDING AND BONDING: ELECTRICAL GROUNDING AND BONDING TO CONFORM TO ARTICLE 250 OF NEC. NEUTRAL CONDUCTORS, CABLE SHIELDS AND SHEATHS, METALLIC CONDUITS, JUNCTION BOXES ENCLOSURES AND ALL CONDUCTIVE NON-CURRENT CARRYING PARTS OF EQUIPMENT SHALL BE GROUNDED. GROUND RODS TO BE MINIMUM OF COPPER-CLAD STEEL 5/8" DIAMETER BY 8 FEET LONG, DRIVEN INTO GROUND FULL LENGTH. WHERE CONNECTIONS ARE NOT ACCESSIBLE, USE COMPRESSION FITTINGS SUITABLE FOR THE PURPOSE. GROUNDING ELECTRODE SYSTEM INSTALLATION TO COMPLY WITH NEC 250.53, WITH RESISTANCE TO EARTH OF 25 OHMS OR LESS. ALL BRANCH CIRCUITS AND FEEDERS TO BE PROVIDED WITH INSULATED (GREEN COLOR) GROUNDING CONDUCTORS SIZED PER NEC 250.122. CONDUCTOR DESIGNATIONS ON DRAWINGS DO NOT INCLUDE GROUNDING CONDUCTOR (UNLESS SPECIFICALLY IDENTIFIED AS INCREASE RACEWAY SIZE WHERE NECESSARY. CONNECT GROUNDING CONDUCTORS TO EQUIPMENT AND TO EXPOSED METAL COMPONENTS THAT COULD BECOME ENERGIZED. WHERE DEVICE DOES NOT HAVE A GROUNDING CONNECTION, CONNECT CONDUCTOR TO BOX (OR GROUNDING CLIP) WHERE DEVICE IS INSTALLED. ALL RACEWAYS 1-1/4" SIZE AND LARGER TO BE TERMINATED AT ENCLOSURES, WIREWAYS, PULLBOXES, PANELBOARDS, ETC. WITH GROUNDING TYPE BUSHINGS, EQUAL TO OZ GEDNEY TYPE BLG OR SBLG. BUSHINGS TO BE CONNECTED BY #6 AWG SOLID BARE COPPER BONDING JUMPER TO EQUIPMENT GROUNDING CONDUCTOR OR GROUND BUS. ALL RACEWAYS CONTAINING CIRCUITS OVER 250V TO GROUND TO COMPLY WITH NEC 250.97. PROVIDE BONDING TERMINATION, PER NEC 250.94, WITH #6 (MIN) COPPER GROUND CONDUCTOR CONNECTION TO EQUIPMENT GROUNDING BUS IN SERVICE ENTRANCE EQUIPMENT, UNLESS OTHERWISE INDICATED. BONDING TERMINATION TO HAVE MINIMUM OF THREE TERMINATION POINTS FOR #14-#4 CONDUCTORS, AND BE EQUAL TO ERICO "IBTB" OR BURNDY "BONDIT JR.". BOND INTERIOR METAL PIPING SYSTEMS TO SERVICE GROUNDING ELECTRODE IN ACCORDANCE WITH NEC 250.104. BUILDINGS OR STRUCTURES WITH REINFORCED CONCRETE FOUNDATIONS ARE TO BE PROVIDED WITH CONCRETE-ENCASED ELECTRODES PER NEC 250.52(A)(3). ELECTRODE TO CONSIST OF #4 (MIN) BARE TINNED COPPER CONDUCTOR, 20 FT. LENGTH, WITH MINIMUM OF 2" CONCRETE COVER. BOND TO REBAR AS APPLICABLE. PER NEC 250.50, ALL GROUNDING ELECTRODES PRESENT AT BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. THIS INCLUDES THE FOLLOWING: METAL UNDERGROUND WATER PIPING, METAL FRAME OF BUILDING/STRUCTURE, CONCRETE-ENCASED ELECTRODE, ROD AND PIPE ELECTRODES. FIRESTOPPING AND FIRE/SMOKE CAULKING: PENETRATIONS OF FIRE RESISTANCE-RATED BUILDING ASEMBLIES BY PIPES, RACEWAYS, AND WIRING/CABLING SHALL BE PROVIDED WITH APPROPRIATE FIRE BARRIERS. METHODS AND MATERIALS SHALL BE UL LISTED AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM-E814/UL1479. VOIDS AND OPENINGS SHALL BE SEALED WITH INTUMESCENT CAULK/SEALANT, EQUAL TO STI "LCI SEALANT", 3M #CP-25, OR DOW CORNING #2000. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE ELECTRICAL BOXES ARE INSTALLED IN STUD WALL RATED ASSEMBLIES, PROVIDE INTUMESCENT PUTTY PADS AROUND EXTERIOR OF BOX, EQUAL TO STI "SSP PUTTY PADS". WHERE UL LISTED SYSTEMS (XHEZ THROUGH-PENETRATION FIRESTOP SYSTEMS) ARE REQUIRED, USE COMPONENTS AS MANUFACTURED BY: 3M, DOW CORNING, HILTI. METALINES, STI, HEVI-DUTY NELSON, OR JOHNS-MANVILLE. PENETRATIONS OF SMOKE-TIGHT BUILDING COMPONENTS BY RACEWAYS AND WIRING/CABLING SHALL BE PROVIDED WITH APPROPRIATE SMOKE-TIGHT CAULKING. METHODS AND MATERIALS SHALL BE UL LISTED AND SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE ASTM/UL STANDARDS. PROVISIONS FOR EQUIPMENT INSTALLED IN ATTICS: LOCATE EQUIPMENT IN ATTICS GENERALLY AS INDICATED ON DRAWINGS, ORIENTED TO FACILITATE ACCESS FOR MAINTENANCE AND SERVICE, AND TO ACCOMMODATE ATTIC STRUCTURE. PROVIDE LIGHTING ALONG WALKWAYS AND CATWALKS, AND AT EACH EQUIPMENT LOCATION, SWITCHED AT ATTIC ENTRY POINT(S). UNLESS OTHERWISE INDICATED, LIGHTING TO CONSIST OF PORCELAIN RECEPTACLES WITH 100W A-19 LAMPS, SPACED NO MORE THAN 16 FEET APART. PROVIDE UNSWITCHED DUPLEX RECEPTACLE AT EACH EQUIPMENT LOCATION, AND NO MORE APART THAN 20 FEET APART ALONG SERVICE WALKWAYS AND CATWALKS. CARLSON & CARLSON ARCHITECTS 311 N. Hamilton Street Dalton, Georgia 30720 Ph.(706)275-8139 Project M e c h a n i c a l & E l e c t r i c a l Professional Corporation 103 Jordan Drive STE 1 Phone: (423)499-9532 Chattanooga, TN 37421 Fax: (423)894-4440 2511 Gordon County Multipurpose Building and Arena E3.2 ELECTRICAL SPECIFICATIONS