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3603 Orlando Dr - BC04-002548 (WACHOVIA BANK) (INTERIOR & EXTERIOR REMODEL) (A)
1 r PERMIT ADDRESS �: CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS c� PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # U-\ `' �S-A DATE c-� ` l ) PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE ' Q �P 0 0 L`Vi' r Y: r .} u4 p Y� " v 7 h W- Q � r r 9 I r,� 'r d fr I k Y,YY 1, F� ,J J, "r 1. . Y. Yx•. r . t V k. r•. �k 9 dd �' 41i .I gg d1 � Y Y PLANS REVIEWED CITY OF SA FORD POWER 27 Al FLOOR PLAN, DOOR SCHEDUL--77- & PARTITION TYPES A2 MILLWORK DETAILS El ELECTRICAL SITE PLAN. LIGHTING �"r 44 FA. Each i R. Radius A.F.F. Above Finished Floor E.W. Each Way JT. Joint ,its ,w,,fx� ft�s rn REINF. Reinforced ACOUS. Acoustical E.W.C. Electric Water Cooler K.P. Kick Plate REQ. Required A.C.T. Acousticcl Ceiling Tile ELEC. Electrical kg Kilogram REQD. Required ADJ. Adjacent EL. Elevation KIT. Kitchen R. Riser ADJST. Adjustable ELEV. Elevator K.D. Knocked Down V" LROJECT SITE / SCALE: NTS A.C.F. Above Access Floor FA. Each JAN. Janitor R. Radius A.F.F. Above Finished Floor E.W. Each Way JT. Joint REF. Refrigerator A.P. Access Panel E. East REINF. Reinforced ACOUS. Acoustical E.W.C. Electric Water Cooler K.P. Kick Plate REQ. Required A.C.T. Acousticcl Ceiling Tile ELEC. Electrical kg Kilogram REQD. Required ADJ. Adjacent EL. Elevation KIT. Kitchen R. Riser ADJST. Adjustable ELEV. Elevator K.D. Knocked Down R.D. Roof Drain AGGR. Aggregate EQ. Equal RM. Room A.H.U. Air Handling Unit EQPT. Equipment LAM. Laminate R.O. Rough Opening ALUM. Aluminum EQUIP. Equipment LAV. Lavatory & And E.F. Exhaust Fan LT. Light SECT. Section L or s Angle EXIST. Existing LG. Long SHT. Sheet A.D. Area Drain EXP. Expansion SHWR. Shower ® At E.J. Expansion Joint MH, Manhole SIM. Similar ALT. Alternate EXP. JT. Expansion Joint MFR. Manufacturer S.C. Solid Core EXP. Exposed M.O. Masonry Opening S. South BM. Beam EXT. Exterior MAX. Maximum SPEC. Specification BfTUM. Bituminous MECH. Mechanical SQ. Square BLK. Block Feet MTL. Metal SQ. M. Square Meter BLKG. Blocking FT. Feet MET. Metal S.S. Stainless Steel BD. Board FIN. Finish m Meter STD, Standard BOT. Bottom F.A. Fire Alarm mm Millimeter STL. Steel BLDG. Building F.E. Fire Extinguisher MIN. Minimum STOR. Storage B.U.R. Built–Up Roofing F.E.C. Fire Extinguisher Cabinet MIR. Mirror STRUC. Structural F.H.C. Fire Hose Cabinet MISC. Miscellaneous SUSP. Suspended CAB. Cabinet FIXT. Fixture MW.O. Microwave Oven SYM. Symmetrical CPT. Carpet FLASH. Flashing C.B. Catch Basin FL. Floor N.G.V.D. National Geodetic Vertical TEL. Tele CEIL. Ceiling F.D. Floor Drain Datum TEMP. Temperature C.I.P. Cast in Place FLOUR. Fluorescent N Newton THR. Threshold CLG. Ceiling FT. Foot N. North T.O.S. Top Of Steel CTR. Center FTG. Footing N.I.C. Not In Contract T. Tread or C.L. Centerline FDN. Foundation N.T.S. Not To Scale TYP, Typical C.T. Ceramic Tisk, FR. Frame NO. or # Number CL. Clear FURR. Furring U.L. Underwriters Laboratories CLOS. Closet OFF. Office U.O.N. Unless Otherwise Noted COL, Column GALV. Galvanized O.C. On Center U. Urinal CONC. Concrele GA. Gauge O.H. Opposite Hand UR. Urinal CONC. BLK. Concrete Block GL. Glass OPG. Opening C.M.U. Concrete; Masonry Unit G.B. Grab Bar OPNG. Opening V. Vent CONST. Construction GYP, Gypsum OPP. Opposite VERT. Vertical CONST.JT. Construction Joint GYP. BD. Gypsum Board O.D. Outside Diameter VEST. Vestibule CONT. Continuous G.W.B. Gypsum Wall Board O.A. Overall V.C.T. Vinyl Composition Tile C.J. Control Joint O.S. Overflow Scupper V.W.C. Vinyl Wall Covering CONT. JT. Control Joint H. Hardware O.HD. Overhead CORR. Corridor HDW. Hardware W.G. Wall Guard HT. Height PR. Pair W.C. Water Closet DET. Detail H.C. Hollow Core P Pascal W/H Water Heater DIA. or n Diameter H. MET. Hollow Metal P. LAM. Plastic Laminate W.R. Water Resistant 0 Diameter or Round H.M. Hollow Metal PL. or P Plate WP. Waterproof DIM. Dimension HORIZ. Horizontal PLYWD. Plywood W. West DIST. Distance H.B. Hose Bibb POL. Polished WDW. Window DR. Door # Pound or Number W/ With DBL. Double IN. Inch DN. Down " Inch QTY. Quantity WD/0 D. Woitohdout D.S. Downspout I.D. Inside Diameter Q.T. Quarry Tile D. Drain INSUL. Insulation DWG. Drawing INT. Interior D.F. Drinking Fountain &AT 911 re -- INTERIOR ELEVATION SYMBOL A-8 ELEVATION IDENTIFICATION DIRECTION WHERE ELEVATION IS VIEWED DRAWING WHERE ELEVATION IS SHOWN BUILDING SECTION SYMBOL 2 SECTION IDENTIFICATION —5 `DIRECTION WHERE SECTION IS VIEWED DRAWING WHERE SECTION IS SHOWN WALL SECTION SYMBOL —5 _SECTION IDENTIFICATION DIRECTION WHERE SECTION IS VIEWED DRAWING WHERE SECTION IS SHOWN 2. ELEVATION SYMBOL DIRECTION WHERE ELEVATION IS VIEWED ELEVATION IDENTIFICATION DRAWING WHERE SECTION IS SHOWN HEIGHT ELEVATION SYMBOL 0'-0..' ----- LOCATION OF ELEVATION —M� ELEVATION IDENTIFICATION ROOM IDENTIFICATION RNAME----_ ROOM NAME RNC] ROOM NUMBER WINDOW IDENTIFICATION Wl WINDOW IDENTIFICATION SECTION IDENTIFICATION SECTION IDENTIFICATION DRAWING WHERE SECTION IS SHOWN REVISION IDENTIFICATION �- —�--- REVISION IDENTIFICATION 1 AEP FILE NO. 507-6040-193 DATE: JUNE 269 2004 f PERMIT SET MATERIAL LEGEND C.M.U. ADA CLEARANCES > w D • P 5.. ` LIGHT SWITCH, XMM OR CONCRETE THERMOSTAT r> 7� 32 MIN, IL ELECTRIC AND DATA 24" MAX OUTSETS STEEL Z 0-0" DIA. ` U-TURN ANDN-OOR BATT INSULATION PASSING SPACES DOORWAY OPENING L �L EARTH 18" MIN. > 24" PREFERRED - X o 2'- 0" MIN. PLASTER/GYPSUM BOARD/ NOTE NOTE STUCCO/PRECAST X=36" MIN. IF Y=60" Y=54" MIN. IF DOOR HAS CLOSER X=42" MIN, IF Y=54" — - PULL SIDE DOOR CLEARANCE PULL SIDE DOOR CLEARANCE PULL SIDE DOOR CLEARANCE WOOD BLOCKING A -i1- 4'-6" MIN. v 2MIN PLYWOOD, r!, RIGID INSULATION – - NOTE NOTE NOTE X=12" IF DOOR HAS BOTH A Y=48" MIN. IF DOOR HAS BOTH Y=48" MIN. IF DOOR HAS CLOSER CLOSER AND LATCH A LATCH AND CLOSER PUSH SIDE DOOR CLEARANCE PUSH SIDE DOOR CLEARANCE PUSH SIDE DOOR CLEARANCE FINISH WOOD JUL t • � , i i EWED By: �--- Satifolld fl -l" h-Tenflo,� Div. Date: _`7 � � A(" 7 STRUCTURAL BRACING AS REQUIRED \ X /-METAL HEAD TRACK a` -SUSPENDED LAY -IN w CODE ANALYST L CRITERIA: '. SHIMS AS REQ'D LL. r ANGLE EACH SIDE J rw- .� �L G REMARKS EACH SIDE 7 STRUCTURAL BRACING AS REQUIRED \ X /-METAL HEAD TRACK a` -SUSPENDED LAY -IN L CORNER BEAD (TYP.) CODE ANALYST CEILING SYSTEM CRITERIA: '. SHIMS AS REQ'D LL. r ANGLE EACH SIDE - - - t 5/8" GYP. BD. REMARKS EACH SIDE OCCUPANCY: r' 3-5/8" MTL. STUDS CONSTRUCTION TYPE: TYPE IV UNPROTECTED 5/8" GYP. BD. BUILDING HEIGHT: 19' n f' EACH SIDE BASE AS SCHEDULED i y r. HEAD 3-5/8" MTL. STUDS SILL FLOOR FINISH LABEL Jt (25 GA, 16" O.C. MAX.) 2 PARTITION TYP2 Al SCALE: 1-1/2" =: 1'-0" METAL FLOOR TRACK (E) INTERIOR PROJECT AREA: 4 (E) BASE AS SCHEDULED W/ 18" X 18" LOUVER 109 3'-0"x 6'-8"x 1 3/4" . CONT. ACOUSTICAL (E) (E) (E) (E) SEALANT (TYP.) N/A --- FLOOR FINISH 1'-5"x 6'-8"x 1 3/4" PR. C AS SCHEDULED 1 PARTITION TYPE i Al SCALE: 1-1/2" = V-0" SEE NOTES 7 STRUCTURAL BRACING AS REQUIRED \ X /-METAL HEAD TRACK DOOR SCE ULE a` -SUSPENDED LAY -IN CODE ANALYST CEILING SYSTEM CRITERIA: '. CONT. TERMINATION r ANGLE EACH SIDE - - - t 5/8" GYP. BD. REMARKS EACH SIDE OCCUPANCY: r' 3-5/8" MTL. STUDS CONSTRUCTION TYPE: TYPE IV UNPROTECTED (25 GA, 16" O.C. MAX.) BUILDING HEIGHT: 19' METAL FLOOR TRACK f' yr BASE AS SCHEDULED i y MAT'L HEAD JAMB SILL FLOOR FINISH LABEL PROVIDE PER NFPA 10, 75' MAX. TRAVEL DIST. TO AS SCHEDULED 2 PARTITION TYP2 Al SCALE: 1-1/2" = 1'-0" DOOR SCE ULE CODE ANALYST DOOR CRITERIA: FRAME 2001 FLORIDA BUILDING CODE - - - - WACHOVIA BANK 17/92 BRANCH REMARKS OCCUPANCY: BUSINESS OCCUPANCY - GROUP "B" BANK (F.B.C. CHAPTER 3) CONSTRUCTION TYPE: TYPE IV UNPROTECTED BUILDING HEIGHT: 19' SYMBOL SIZE TYPE MAT'L MAT'L HEAD JAMB SILL HDWARE LABEL PROVIDE PER NFPA 10, 75' MAX. TRAVEL DIST. TO 102 3'-0"x 6'-8"x 1 3/4" B WD (E) (E) (E) INTERIOR PROJECT AREA: (E) (E) N/A W/ 18" X 18" LOUVER 109 3'-0"x 6'-8"x 1 3/4" B WD (E) (E) (E) (E) (E) N/A --- 110 1'-5"x 6'-8"x 1 3/4" PR. C WD WD - - - SEE NOTES N/A --- 112 3'-0"x 6'-8"x 1 3/4" A MTL (E) (E) (E) (E) (E) N/A --- 1. ALL DOORS & FRAMES TO BE PAINTED P-1, SEMI -GLOSS FINISH. ALT. #3 - PROVIDE NEW S.C. STAIN GRADE DOORS & HARDWARE THROUGHOUT BANK. DOOR TYPES 2. MATCH EXISTING HARDWARE AND FINISHES. 3. COORDINATE KEYING REQUIREMENTS WITH BANK. 4. COORDINATE SECURITY REQUIREMENTS WITH BANK. 5. ALL WOOD DOORS TO HAVE 3 SILENCERS: IVES #21 ALL METAL DOORS TO HAVE 3 SILENCERS: IVES #20. 6. UNDERCUT ALL INT. DOORS V". TOP & BOTTOM SHALL BE COMPLETELY SEALED. A - INSUL. METAL B - S. C. WD. C - WD. PAINTED LOUVERED T 0 SCOPE OF WORK AREA TYP. Q SCOPE 0 FLOOR PLAN, SCALE: 1/8" = 1'-0" SCOPE OF WORK AREA TYP. ;OPE OF WORK 'EA TYP. ;OPE OF WORK 'EA TYP. GENERAL NOTES GENERAL NOTES 1. FURNITURE SHOWN FOR REFERENCE ONLY. 1. ALL MATERIALS REMOVED SHALL BE LEGALLY FURNITURE INSTALLATION AND RELOCATION SHALL DISPOSED OF ACCORDING TO ALL APPLICABLE BE BY OWNER'S FURNITURE VENDOR AND IS NOT LAWS AND REGULATIONS. iffstiv INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE 2. REFER TO SHEET Al, GUIDELINE OF WORK SPECIFICATIONS FOR ADDITIONAL INFORMATION. Architectural, Engineering, Planning 2. REFER TO SHEET Al, GUIDELINE and Environmental Services SPECIFICATION FOR ADDITIONAL INFORMATION. Reynolds, Smith and Bills, Inc. FLOOR PLAN KEYNOTES DEMOLITION KEYNOTES 3670 Maguire Blvd., Suite 300 Orlando, Florida 32303 POUR NEW 4" CONCRETE SLAB TO MATCH D01 REMOVE WALL AS SHOWN Tel. 407.339.6800 Fax 407.393.635 A01 ELEVATION OF EXISTING SLAB IN PLANTER REMOVE EXISTING DOOR & REPLACE WITH www.rsandh.com AREA. NEW SLAB TO RECEIVE C-1 FINISH. D02 NEW. REMOVE DOOR & HARDWARE & RELOCATE TO FL.Cert.NOs. AAC001886 • EB0005620 • LCC000290 D03 A02 REPLACE EXISTING DAMAGED DOUBLE PANE RM. 111. ADD NEW DOOR AT ROOM 109. GLAZING. REMOVE EXISTING TELLER LINE MILLWORK. D04 POWER AND DATA TO BE REUSED IN NEW FLOAT OUT FLOOR AT VAULT ENTRY TO MILLWORK. A03 ALLOW MAXIMUM RAMP LENGTH LEAVING 60" D05 EXISTING DRINKING FOUNTAIN TO BE CLEAR TURNING RADIUS AT BASE OF RAMP RELOCATED TO RM. 116. AS SHOWN. REMOVE EXISTING CONCRETE CURB AT NEW TELLER LINE MILLWORK. LOCATE TO D06 PLANTER. A04 REUSE EXISTING POWER & DATA OUTLETS. COORDINATE LOCATION WITH ADJACENT NEW PARTITIONS AND FINISHES. SEE SHT. A4, PROVIDE NEW CLOSET WITH (6) V-0" D. A05 ADJUSTABLE SHELVES. WHITE MELAMINE FINISH OVER Y4" PLWD. A06 MILLWORK. REFER TO DETLIANT 3/A3 INK & WACHOVIA A07 RELOCATE DRINKING FOUNTAIN. REUSE EXISTING VENT & LINES. WA,CIHOVIA RANK SANFORD 17/92 TENANTIMPROVEMENTS 3603 ORLANDO DRIVE SANFORD FL 32733 CONSULTANTS REVISIONS NO. DESCRIPTION DATE DATE ISSUED. 06/23/2004 REVIEWED 3Y: CF DRAWN BYv RE DESIGNED BY: DC DEMOLITION / FLOOR PLAN LEGEND AEP PROJECT NUMBER 507-6040-193 NEW INTERIOR PARTITION 2004 REYNOLDS, SMITH AND HILLS INC. EXISTING CONSTRUCTION TO BE SHEET TITLE REMOVED -- EXISTING PARTITION TO REMAIN FLOOR PLAN, OPEN DOOR SCHEDULE OFFICE NEW (OR EXISTING) ROOM 225 NAME AND NUMBER & PARTITION 204 NEW OR RELOCATED DOOR TYPES SHEET NUMBER Al PERmIT ISSUE 47Y76. �0. CODE ANALYST CRITERIA: 2000 NFPA LIFE SAFETY CODE 101 2001 FLORIDA BUILDING CODE PROJECT NAME: WACHOVIA BANK 17/92 BRANCH 3603 ORLANDO DRIVE OCCUPANCY: BUSINESS OCCUPANCY - GROUP "B" BANK (F.B.C. CHAPTER 3) CONSTRUCTION TYPE: TYPE IV UNPROTECTED BUILDING HEIGHT: 19' NUMBER OF STORIES: 1 FIRE PROTECTION: NOT SPRINKLERED FIRE EXTINGUISHERS: EXISTING - CONTRACTOR TO VERIFY QUANTITY AND LOCATIONS AND PROVIDE PER NFPA 10, 75' MAX. TRAVEL DIST. TO EXTINGUISHERS ALLOWABLE TRAVEL DISTANCE: 200 FEET (F.B.C. TABLE 1004) ALLOWABLE DEAD END: 20 FEET MAX. (F.B.C. TABLE 1004, NOTE 20) INTERIOR PROJECT AREA: 2,447 GROSS S.F. OCCUPANT LOAD: F.B.C. TABLE 1003.1 BUSINESS OCCUPANCY (1:100 S.F.) 24 OCCUPANTS EGRESS WIDTH REQ'D: 0.2 INCHES / PERSON (24) F.B.C., TABLE 1004 = 4.8 INCHES EGRESS WIDTH PROVIDED: 108 INCHES T 0 SCOPE OF WORK AREA TYP. Q SCOPE 0 FLOOR PLAN, SCALE: 1/8" = 1'-0" SCOPE OF WORK AREA TYP. ;OPE OF WORK 'EA TYP. ;OPE OF WORK 'EA TYP. GENERAL NOTES GENERAL NOTES 1. FURNITURE SHOWN FOR REFERENCE ONLY. 1. ALL MATERIALS REMOVED SHALL BE LEGALLY FURNITURE INSTALLATION AND RELOCATION SHALL DISPOSED OF ACCORDING TO ALL APPLICABLE BE BY OWNER'S FURNITURE VENDOR AND IS NOT LAWS AND REGULATIONS. iffstiv INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE 2. REFER TO SHEET Al, GUIDELINE OF WORK SPECIFICATIONS FOR ADDITIONAL INFORMATION. Architectural, Engineering, Planning 2. REFER TO SHEET Al, GUIDELINE and Environmental Services SPECIFICATION FOR ADDITIONAL INFORMATION. Reynolds, Smith and Bills, Inc. FLOOR PLAN KEYNOTES DEMOLITION KEYNOTES 3670 Maguire Blvd., Suite 300 Orlando, Florida 32303 POUR NEW 4" CONCRETE SLAB TO MATCH D01 REMOVE WALL AS SHOWN Tel. 407.339.6800 Fax 407.393.635 A01 ELEVATION OF EXISTING SLAB IN PLANTER REMOVE EXISTING DOOR & REPLACE WITH www.rsandh.com AREA. NEW SLAB TO RECEIVE C-1 FINISH. D02 NEW. REMOVE DOOR & HARDWARE & RELOCATE TO FL.Cert.NOs. AAC001886 • EB0005620 • LCC000290 D03 A02 REPLACE EXISTING DAMAGED DOUBLE PANE RM. 111. ADD NEW DOOR AT ROOM 109. GLAZING. REMOVE EXISTING TELLER LINE MILLWORK. D04 POWER AND DATA TO BE REUSED IN NEW FLOAT OUT FLOOR AT VAULT ENTRY TO MILLWORK. A03 ALLOW MAXIMUM RAMP LENGTH LEAVING 60" D05 EXISTING DRINKING FOUNTAIN TO BE CLEAR TURNING RADIUS AT BASE OF RAMP RELOCATED TO RM. 116. AS SHOWN. REMOVE EXISTING CONCRETE CURB AT NEW TELLER LINE MILLWORK. LOCATE TO D06 PLANTER. A04 REUSE EXISTING POWER & DATA OUTLETS. COORDINATE LOCATION WITH ADJACENT NEW PARTITIONS AND FINISHES. SEE SHT. A4, PROVIDE NEW CLOSET WITH (6) V-0" D. A05 ADJUSTABLE SHELVES. WHITE MELAMINE FINISH OVER Y4" PLWD. A06 MILLWORK. REFER TO DETLIANT 3/A3 INK & WACHOVIA A07 RELOCATE DRINKING FOUNTAIN. REUSE EXISTING VENT & LINES. WA,CIHOVIA RANK SANFORD 17/92 TENANTIMPROVEMENTS 3603 ORLANDO DRIVE SANFORD FL 32733 CONSULTANTS REVISIONS NO. DESCRIPTION DATE DATE ISSUED. 06/23/2004 REVIEWED 3Y: CF DRAWN BYv RE DESIGNED BY: DC DEMOLITION / FLOOR PLAN LEGEND AEP PROJECT NUMBER 507-6040-193 NEW INTERIOR PARTITION 2004 REYNOLDS, SMITH AND HILLS INC. EXISTING CONSTRUCTION TO BE SHEET TITLE REMOVED -- EXISTING PARTITION TO REMAIN FLOOR PLAN, OPEN DOOR SCHEDULE OFFICE NEW (OR EXISTING) ROOM 225 NAME AND NUMBER & PARTITION 204 NEW OR RELOCATED DOOR TYPES SHEET NUMBER Al PERmIT ISSUE 47Y76. �0. 5-0" II 1 1 ADA TELLER COUNTER FRONT ELEVATION W-1- W-1� SS -1 PEDESTAL BELOW 1'_g N SS -1 io NOT IN USE it DATE SS -1 a MATTE BLACK MELAMINE W/ 0 I PL -2 EDGES 1'-10" PL -1 _.._._-u`-_._ 11 \—W-1 PAINT WEST SOFFIT P2. PAINT ALL OTHER SOFFITS P1. TELLER COUNTER ELEVATION SCALE: 3/8" = 1'-0" (TYPICAL) w w� ttk U4 3 A 4'-10Y2" 1'-634" 1'-9Y8" V-634" PL -1--\ SS -1 PEDESTAL BELOW 1'_g PEDESTAL BELOW 6' DOOR WHEN io NOT IN USE it DATE SS -1 a MATTE BLACK MELAMINE W/ 1 4 PL -2 PL -2 EDGES 1'-10" PL -1 PLACE PEDESTAL BELOW BEHIND ADA PEDESTA6 BELOW DOOR WHEN io NOT IN USE it DATE SS -1 MATTE BLACK MELAMINE W/ 1 4 PL -2 PL -2 EDGES 1'-10" PL -1 _.._._-u`-_._ 11 MATTE BLACKUNDERCOUNTER MELAMINE STEEL PEDESTAL 1 W/ BY OWNER SS -1 PL -2 6" 7" 8" O EDGES 5'-0" GRAPHIC SIGN HOLDER 2"0 WHITE PLASTIC UNDERCOUNTER 1'-634' 1'-9Y8" 1'-634 3�4" 9 1 GROMMET TYPICAL STEEL PEDESTAL BY OWNER 3/4" 2 ADA TELLER COUNTER PLAN IMADA TELLER COUNTER REAR 7 4 4'-1 OY2" 5,-0" 1'-634" 1'-9Y8' 1'-6Y4" 3�4,. 1,_958„ 3 " SS -1 PL -1-\ GRAPHIC SIGN H PEDESTAL BELOW WACHOVI& PEDESTA6 BELOW CONSULTANTS io SS -1 it DATE PL -2 PL EDGES MELAMINE 0 I PL- b ?� GRAPHIC SIGN H W/0 L� SS -1 PL -2 6" 7" 8' EDGES 5'-0" UNDERCOUNTER .R WHITE PLASTIC STEEL PEDESTAL 3�4" 1'-6%" 1'-9Y8 1'-63/4" 3/4" 9 5 GROMMET TYPICAL BY OWNER A4 [ELLER COUNTER PLAN r6 - TELLER COUNTER REAR ELEV 3/4'-1'-O" 3/4'-1'-0' 6Y " z 1.4 H.C. SINK W/ PLAS. LAM. APRON BELOW 2'-6" 4'-0"V.I.F. BREAK RM, ELEVATION SCALE: 3/8" = 1'-0" (TYPICAL) SS— :z C, I Ilgg$ OWNER TELLER COUNTER SECTION A2 1 1/2 4-0" CASEWORK SECTION SCALE: 1 " = V-0" (TYPICAL) P. LAM. ON BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES WHITE MELAMINE ON ALL INT. SURFACES ADJUSTABLE SHELF SUPPORTS P. LAM. ON BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES ADJUSTABLE SHELF SUPPORTS -1 PL -1 P. LAM. ON BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES NHI TE OELAMINE ON 4LL INT. SURFACES ADJUSTABLE SHELF SUPPORTS BACK SPLASH CONTINUOUS CLEAT SUPPORT CASEWORK SECTION - SCALE: 1" = 1'-0" (AT SINK LOCATIONS) �- Affstu, Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 3670 Maguire Blvd., Suite 300 Orlando, Florida 32803 Tela 407.839.5800 Fax 407.893.58 www.rsandh.com FL.Cert,Nos. AAC001886 • EB0005620 • LCC000210 WACHOVI& WACHOVIA BANK SANFORD 17/92 TENANT IMPROVEMENTS 3603 ORLANDO DRIVE SANFORD FL 32733 CONSULTANTS MATTE W/ it DATE PL -2 PL EDGES MELAMINE PL- UNDERCOUNTER I STEEL PEDESTAL DATE ISSUED: 06/28/2004 REVIEWED BY: CF DRAWN BY: RE DESIGNED BY: DC AEP PROJECT NUMBER 507-6040-193 (D2004 REYNOLDS, SMIrl-I AND HILLS INC. SHEET TITLE MILLWORK DETAILS & DETAILS BY OWNER PERMIT ISSUE 6.28.04 N n 0 MATTE "' () BLACK MELAMINE W/0 L� SS -1 PL -2 6" 7" 8' EDGES 5'-0" UNDERCOUNTER .R WHITE PLASTIC STEEL PEDESTAL 3�4" 1'-6%" 1'-9Y8 1'-63/4" 3/4" 9 5 GROMMET TYPICAL BY OWNER A4 [ELLER COUNTER PLAN r6 - TELLER COUNTER REAR ELEV 3/4'-1'-O" 3/4'-1'-0' 6Y " z 1.4 H.C. SINK W/ PLAS. LAM. APRON BELOW 2'-6" 4'-0"V.I.F. BREAK RM, ELEVATION SCALE: 3/8" = 1'-0" (TYPICAL) SS— :z C, I Ilgg$ OWNER TELLER COUNTER SECTION A2 1 1/2 4-0" CASEWORK SECTION SCALE: 1 " = V-0" (TYPICAL) P. LAM. ON BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES WHITE MELAMINE ON ALL INT. SURFACES ADJUSTABLE SHELF SUPPORTS P. LAM. ON BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES ADJUSTABLE SHELF SUPPORTS -1 PL -1 P. LAM. ON BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES NHI TE OELAMINE ON 4LL INT. SURFACES ADJUSTABLE SHELF SUPPORTS BACK SPLASH CONTINUOUS CLEAT SUPPORT CASEWORK SECTION - SCALE: 1" = 1'-0" (AT SINK LOCATIONS) �- Affstu, Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 3670 Maguire Blvd., Suite 300 Orlando, Florida 32803 Tela 407.839.5800 Fax 407.893.58 www.rsandh.com FL.Cert,Nos. AAC001886 • EB0005620 • LCC000210 WACHOVI& WACHOVIA BANK SANFORD 17/92 TENANT IMPROVEMENTS 3603 ORLANDO DRIVE SANFORD FL 32733 CONSULTANTS REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 06/28/2004 REVIEWED BY: CF DRAWN BY: RE DESIGNED BY: DC AEP PROJECT NUMBER 507-6040-193 (D2004 REYNOLDS, SMIrl-I AND HILLS INC. SHEET TITLE MILLWORK DETAILS & DETAILS SHEET NUMBER A2 PERMIT ISSUE 6.28.04 I I ELECTRICA —1 l SCALE: 1 " = 20'-0" L SITE PLAN NORTH O ELECTRICAL SITE PLAN NOTES 1, EXISTING WIDELITE AKTRA 1000—WATT HPS FLOODLIGHT. PROVIDE NEW LAMP AND CLEAN REFLECTORS AND LENS, ADJUST AIMING TO 63' FOR CUTOFF DISTRIBUTION. PROVIDE UNIT PRICE ADDER TO REPLACE BALLAST IF NEEDED, 2, EXISTING MOLDCAST PERICLINE 100—WAT-T HIPS FIXTURE ON 1OFT POLE. . PROVIDE NEW LAMP AND CLEAN ACRYLIC LOWER ENCLOSURE. PROVIDE UNIT PRICE ADDER TO REPLACE BALLAST IF NEEDED, 3. ON EXTERIOR OF BUILDING REMOVE FOUR EXISTING WALL FIXTURES. PROVIDE FOUR CUTOFF MINI WALL PAKS LITHONIA #-TWAC100S120—SF—XHP—LPI—DMB. ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN INSULATION, RATED FOR 600—VOLTS. WIRING FOR 20—AMP BRANCH CIRCUITS SHALL BE #12AWG SOLID COPPER. 3. CONTRACTOR SHALL VISIT SITE TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. 4. REMOVED LAMPS AND BALLAST SHALL BE DISPOSED IN ACCORDANCE WITH STATE AND FEDERAL REGULATORY REQUIREMENTS. 5. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING LIGHTING FIXTURES AS INDICATED. PROVIDE WIRE, CONDUIT AND OUTLET BOXES AS NEEDED FOR OPERATION OF ALL FIXTURES AND SWITCHES, RE—USE EXISTING LIGHTING CIRCUITS WHERE PRACTICAL. 6. NEW WIRING DEVICES SHALL BE HEAVY—DUTY, SPECIFICATION GRADE. WALL SWITCHES SHALL BE 20—AMP, 120/277 VOLTS, HUBBELL CS12211 SERIES. RECEPTACLES SHALL BE 3—WIRE, SIDE AND BACK WIRED, 20—AMP, 120 VOLTS, HUBBELL HBL5262, SWITCHES AND RECEPTACLES SHALL MATCH EXISTING COLOR. 7. ALL WIRING SHALL BE IN EMT OR FLEXIBLE METALLIC CONDUIT, EMT FITTINGS SHALL BE STEEL. POT METAL OR DIE CAST TYPE SHALL NOT BE USED. CONNECTORS HAVE NYLON INSULATED THROATS. FITTINGS SHALL BE SET—SCREW TYPE. 8. FLUORESCENT LAMPS SHALL BE GE SPX35 OR EQUAL BY SYLVANIA OR PHILIPS. g, ALL NEW CONDUITS SHALL HAVE A SEPARATE GREEN GROUND CONDUCTOR FOR GROUNDING IN ADDITION TO THE EQUIPMENT GROUNDING CONDUCTOR REQUIRED. 10. ALL WORK SHALL BE TESTED IN THE PRESENCE OF THE ARCHTIECT/ENGINEER TO DEMONSTRATE THAT THE ENTIRE SYSTEM IS IN PROPER WORKING ORDER AND IN ACCORDANCE WITH THE DRAWINGS. 2 3 2 y y 2 3 TYP, OF 5. ....... . _ .._. ....... . . . . . ...................... ......... . . E OFFICEOFFICE 01CAt_;PI ,oE F—.M I VAULT % ROOMI.......... F H, .' COUPON E_� BOOTH <' ATM oa _f COPi ,s �— PLATFORM ioz � 3 a II \ \ ....-I r._-. _(T { I I 1 �1 —• i 5 r— � TYP, OF 3 Bryn ` I 7---1 L.. J I-L—F-- 0 L_ _J DRIVE — THRU ` _ 6 TYP. OF 4 ®,_1 ENTRANCE P �_� 1 CANOPY TELL _R5 L_. J ,� ENTRY � 11 1. 0 i 00 0 12 ....... . ....... . ...... _____ I� F- -1 LJ p� 10M F0 1._E y ❑ y MANAGER ns ELEC �d ROOM --------- ,�� LOUNGE MFOIL Er /jp 1 TYP. OF 3 TYP. OF 8 LIGHTING TYP. OF 3 ANNORTH E-1 SCALE: 1/8" = 1'-0" O LIGHTING FLOOR PLAN NOTES 1. REPLACE EXISTING EXIT SIGNS, NEW EXIT SIGNS TO BE LITHONIA EDG FAMILY, SURFACE MOUNT LED EDGE—LITE, BRUSHED ALUMINUM FINISH, SINGLE FACE RED LETTERS, 120—VOLT, NICKEL—CADMIUM BATTERY. 2. REPLACE EXISTING 2x4 LAY—IN FLUORESCENT FIXTURE WITH LITHONIA SERIES 2PM3NGA33218LDGEB. 3. PROVIDE FIXTURE WITH SELF—TESTING EMERGENCY BALLAST, 1400 INITIAL LUMEN OUTPUT, BODINE B50ST. 4. REPLACE EXISTING 2x2 LAY—IN FLUORESCENT FIXTURE WITH LITHONIA SERIES 2PM3NGA2U3169LDGEB. 5. REMOVE EXISTING WALL MOUNTED EMERGENCY BATTERY PACK UNITS. PROVIDE BLANK COVERPLATE. REMOVE OUT—OF-SERVICE WIRING, 6• REMOVE EXISTING PENDANT MOUNTED INDIRECT/DIRECT FIXTURES, PROVIDE LIGHT— CONTROL #P—ID-3660BX55/38 WITH 6-FT50W LAMPS AND 1-38W21) LAMP, 36" PENDANT AND MATTE WHITE FINISH. 7• REMOVE EXISTING WALL FIXTURE AND PROVIDE LITHONIA WP22012OGEB IN MENS ROOM AND LITHONIA WP232120GEB IN LADIES ROOM. 8. AT DRIVE—THRU CANOPY, REMOVE EXISTING NINE 1x4 FLANGE MOUNTED FIXTURES. PROVIDE NINE WET LOCATION FIXTURES, LITHONIA #WRTF332A1912OGEBCW WITH 3—LAMPS, 32WT8, COLD WEATHER ELECTRONIC BALLAST AND EXTRUDED ALUMINUM DOOR FRAME, A19 ACRYLIC, 0.156" THICK LENS, 9. NOT USED. REMOVE EXISTING INCANDESCENT FIXTURE, PROVIDE LITHONIA #AFI /26 TRT 6 CB 120 10. COMPACT FLUORESCENT DOWNLIGHT WITH HORIZONTAL 26 WATT TRT LAMP, 6" APERTURE AND CLEAN REFLECTOR WITH CROSS BAFFLE, REMOVE EXISTING 150W INCANDESCENT FIXTURE, PROVIDE LIGHTOLIER HID LENSED 11. DOWNLIGHT, 7,5" APERTURE, UL WET LOCATION LABEL, 100—WATT HPS, MODEL #LD7V/WHW LD7V10SA—F1, 120—VOLT. REMOVE EXISTING WIDELITE 2x2 SURFACE MOUNTED FIXTURE AT NORTHEAST 12. CORNER OF DRIVE—THRU CANOPY, REMOVE OUT—OF—SERVICE WIRING AND CONDUIT. SCALE: 1/8" = 1'-0 O POWER / PLUMBING FLOOR PLAN NOTES I. REMOVE EXISTING LIGHT BOX PLUS ALL ASSOCIATED WIRE, CONDUIT, OUTLET BOXES, ETC. 2. DRINKING FOUNTAIN (DF) IS BEING RELOCATED. EXTEND EXISTING CIRCUIT TO NEW LOCATION. PROVIDE OUTLET BOX AND RECEPTACLE TO SUIT DF, PROVIDE DUPLEX RECEPTACLE AND WALLPLATE AT OUTLET BOX WHERE DF IS MOVED FROM, 3. COPIER MACHINE IS BEING RELOCATED. PROVIDE 20—AMP, 120—VOLT SINGLE RECEPTACLE AND RELOCATE EXISTING CIRCUIT. PROVIDE WIRE, CONDUIT, OUTLET BOX, ETC, PROVIDE OUTLET BOX WITH .3/4" CONDUIT TO CEILING FOR DATA CABLE AND JACKS INSTALLATION BY OWNER. 4, NEW MILLWORK BEING INSTALLED. REAR COUNTER TOP REMAINS. REUSE EXISTING RECEPTACLES, VOICE/DATA (V/D) OUTLETS AND CABLING, CONTRACTOR SHALL DISCONNECT AND RE—CONNECT ALL POWER & V/D AS NECESSARY FOR INSTALLATION OF NEW MILLWORK, 5. REMOVE EXISTING DRINKING FOUNTAIN (ELEC. WATER COOLER) AND SALVAGE FOR RE—USE. CAP ASSOCIATED COLD WATER AND WASTE PIPING WITHIN WALL. 6, EXISTING RELOCATE DRINKING FOUNTAIN, CONNECT TO NEW 1/2" COLD WATER LINE, ROUTE AND CONNECT TO EXISTING 1/2" OR LARGER COLD WATER LINE. ALSO CONNECT TO NEW 1-1/4" WASTE LINE, ROUTE AND CONNECT TO EXISTING 2" OR LARGER SANITARY/WASTE LINE BELOW FLOOR WHILE KEEPING ASSOC. SLAB DEMOLITION TO A MINIMUM, t7 JUL I)Vlw, i R E' WED By: Sanford Fire P -evs .ntlea iv. Date:_ ---D_ - � 0(-/ Kit Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 10748 DEERWOOD PARK BLVD SOUTH JACKSONVILLE, FLORIDA 32256 004-256-2500 FAX 904-256-2501 www.rsandh.com FL,Cert,Nos. AAC001886 • EB0006620 • LCCO00210 WAC110TI& 225 Water Street Jacksonville, Florida 32202 (904) 4893086 REVISIONS DATE ISSUED: MAY 24, 2004 REVIEWED BY: JAK / EDJ DRAWN BY: ATN DESIGNED BY: JAK / EDJ AEP PROJECT NUMBER 507-6040-193 U:\Wachovia\5076040193 Sanford\PE—kiwi © 2003 REYNOLDS, SMITH AND HILLS INC. SHEET TITLE ELECTRICAL SITE & LIGHTING/POWER PLANS SHEET NUMBER PE=l