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HomeMy WebLinkAboutFIRST UNION NATIONAL BANK 38421 5TH AVE.DRAWING LEGEND first On on PHYRP 38 21 5t 2P -1YR \a O - - AVM. 0, ona VA DA 9 _ rocerty Owner: - 1rst anon �a :o�a Bank 225 Waters Street ac -csonvi e, __ orica 3220? Fkaf7 , F • 't. t :.. 3an'k 1 Architec �ra A - - -1 A -2 A--3 01 - VA 2A P 00 =� A\ A\ A\ O\ O V J ") VO 10\ 300i \D SLC C~ A 3 \J O\ 0 0 A \ Otr'UOtura. Mcchan ca VP -1. ectr cai: v N O DA =�(5 - *1 ZEPHYRHILLS MAIN BRANCH 38421 5th AVENUE ZEPHYRHILLS, FLORIDA CA /A N J -- 1A \CA1__ AN L/- \ 0 \C) n iC 9 /,gip , Z4/ ALL WORK SJ - IALL COMPLY WITH ALL PREVAILING CODES, STANDARD BUILDING, PLUMBING, MECHANICAL, N.E.C. AND CITY OF ZEPHYRHILLS ORDINANCES. MAINININO 1_ APPROVED PRINT REQUIRED ON JOB SITE BUILDING DEPT. APPROVED1,2", taINIMINNIOR MENONINIKAIII M NITS Architects • Interior designers V> 61 \ i n 111:7 I 4"\ "°?1, X - i\ $6. 3 01.°66:1 K / 44114 4 BI ZN The Edgewater Huiiding 600 Soutn Magnolia Avenue Suite 150 Tampa, or ca X606 Phone (81 3) 251 -0565 Fox (813) 251-0567 • APPROX. LOCATION L.,:XIS! IINC SANITARY MA ^,0 ;(�I_E I � 'INVERT 0 6.0 NE AT MANHOLE RESTRIPE AS 2- 9'x18' PARKING SPACES`'`µ f O A1:'F.)!' �lO IN IIAtI f REMAINDER TO BBE STRIPED AS NO TRAFFIC ZONE WITH 4 WIDE WHITE ,.'` 'STRIPES 0 24" O.C. tl tit EXIS PING FINISHED FLOOR F:LEV. - 11.79 FINISHED FLOOR ELEV. =11.79 MATCH F.F.E. OF - EXISTING DRIVE TNRU BUILDING .50'� // / /% ;; / ' / // / /, j /r / // // / / /,/ r / MASONRY / %r / /� // / / / 15.00//// // ASSUMED/ 71 //,/ / / / EXY S 17NC 8' i ALKW,A'Y • REMOVE EXISTING ASPHALT & REPLACE WITH NEW CONCRETE PAD & ASPHALT RAMP iM 1H 50:1± SLOPE TO EXISTING GRADE be NEW CROSSWALK Ex'Sr1NG 45'PHAL r F /wkiN(; PARKING TO REMAIN \;/ (SEE NOTE 2) NEW CROSSWALK -12 WIDE WHITE STRIPES 0 3' -0" O.C. r.. CUT NEW HANDICAP RAMP FOR SIDEWALK AND STRIPED CROSSWALK (SEE NOTE 6) PROPOSED SITE PLAN * UNLESS OTHERWISE SHOWN IN PLANS F --- 5 rIr .I._1 A \ N s 20' ALLEY +--- -SLOPE 1/4" PER FT. (OR AS SHOWN ON PLANS) --- THOROUGHLY DAMPENED SUBGRADE. CONCRETE SIDEWALK /SLAB DETAIL VARIES - SEE PLAN COMPACTED EARTH N.T.S. • 7 // ///7N / / —CONC. TO BE 3000 PSI 0 28 DAYS 1 NEW 1=3U I L D I NG ; NEW CONCRETE - 3" (TYP.) EXISTING E3UILDING NEW ASPI -14LT PAYING \ EXISTING ELEVATION -- -- �o " PVC SANITARY LINE PVC WATER MAIN DRAINAGE FLOUJ (EXISTING) 00.00 PROPOSED ELEVATION 90' I~3EN ) J OIN T S P A C I N G _ EXPANSION J1S. -- 20' MIN., 30' MAX. & ABUTTING CURBS AND STRUCTURES CONIROL JTS. - 4' MIN., 6' MAX., 5' AVERAGE FINISHED GRADE 12" SUBGRADE eMPAC1ED TO 981 1 1BO) LIMEROCK BASE COURSE (PRIMED) (98X T -180) LIMEROCK BASE CD'_!RSE PRIMED) (981 T— 1 80) t WV a DIA. + 18 r ASPHALTIC CONCRETE rrPE S — H PA \IEMENT SECTIONS 6C41-E: 1" 20' WDTN + 4 FT. TYPE S -111 ASPHALTIC CONCRETE PROPOSED PAVEMENT N T S 12" MINIMUM EXISTING PAVEMENT E -, TRENCH BACKFILL REPAIR AND RESURFACING C�'• FLEXIE3LE P4YEMENT mow- PIPE ZONE BACKFILL PIPE BASE TYPICPYL_ PIPE LAYING CONO( 'ION SEE TRENCH DETAIL ABOVE 2.7M7 - _ EXISTING BASE EXISTING PAVEMENT MILL EXISTING PAVEMENT A MINIMUM DEPTH i OF 3/4' AND PLACE ASPHALTIC CONCRETE TYPE S— III TO MATCH ELEAATIUNS Notes: 1, ELEVATIONS ARE BASED ON ASSUMED DATUM OF 15.00 FOR FINISHED FLOOR ELEVATION OF EXISTING BRANCH BANK BUILDING, 2. CONTRACTOR TO SAWCUT EXISTING PAVEMENT ALONG PARKING SPACE LINE. 3. SOD ALL DISTURBED AREAS NOT TO BE PAVED. 4. CONTRACTOR SHALL SAWCUT SIDEWALK ALONG JOINT LINES ONLY, 5, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES THAT,MAY BE IMPACTD BY THIS WORK PRIOR TO COMMENCING WORK, ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES. 6. CONTRACTOR TO SAWCUT EXISTING CURB AND PROVIDE TRANSITION FROM 6" TO 0" AND RE -WORK. SLOPE OF ADJACENT GRAS$/LANDSCAPE AREAS. Revisions: eal: Consultants: ENGINEERING, INC. 5420 iSay Center. Drive, 3utte 108 Tamps, Florida 33609 -3425 Phone: 813/281-0016 Fax: (003) 2a1 -0218 = Iw a I 1 = NIT S ARCHITECTS 'INTERIOR DESIGNERS \V-V4 itieminewmi /I 40°. 7 � � o . 1 a k 144. 7N I' ' 0 s The Edgewater Building 600 South Magnol Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 Drawing No. /Date C -1 FUN$12c11 06/12/98 • First Union National Bank of Florida ZEPHYf2NILLS MAIN 38421 5T1-4 AVENUE ZEPHYR-110_5, FLORIDA a•.s•wr Drawing Title /Scale /Drawn by SCN GENERAL CIVIL. SITE PLAN S CALE: 1 " =20.0' GENERAL NOTES • 2. THE CONTRACTOR IS RESPONSIBLE OR COORDINATION BETWEEN MC1-4., ELECT., STRUCTURAL, CIVIL AND ARCH ITECTUAL DRAUJINGe. 3. 4. 5 CONTRACTOR SHALL VERIFY ALL CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE ,AND ei-4ALL NOTIFY THE ARCHITECT OF ANY OMISSIC;NS, ISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEED ING WITH DEMOLITION OR CONSTRUCT ION. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE. TI-4E CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY FERMI TS FOR THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT NELU CONSTRUCTION CONFO TO ALL APPLICABLE STATE AND MUNICIPAL CODES INCLUDING ALL STATE LAWS, LOCAL. ORD INANCES, APPLICABLE REQUIREMENTS OF THE STANDARD BUILDING CODE, FLORIDA ACCESSIBILITY GUIDELINES AND THE AMERICANS WITH DISABILITIES ACT. 6, THE laiORK SITE SHALL BE LEFT IN A CLEAN MANNER AT ALL TIMES. CONTRACTOR TO MOD IFY IRRIGATION SYSTEM IF REQUIRED. MAX. MAX. • riCAL SECTION OF DETECTABLE 7 WARNING SURFACE SCALE 3 : -0 —GROOVES IN SURFACE OF RAMP r SITE PLAN NEW BUILDING EXISTING BUILDING •044smison 4 11046SMII --CR/..)58 WALK STRIP .EE CJYL CI)I1G6. OIRIF PARKING SPACES REQUIRDED TO CONFORM TO C.O.T. RECUIREMENT5 PROVIDE A DETECTABLE WARNING SURFACE ON THE Atir TO COMPLY WITH T14 EIVIr ADA COS ME DETAIL I/A•1 1 t Notes: Revisions: Consultants: ARCHITECTS .INTEROR DES GNIERS , 4VENUEE \‘\:11;11 lc* O rni < 1 .0 1 X 11 / 15 . 1 A The Edgewater Building 600 South Magnolia Avenue Sute 150 Tampa, Fordo 33606 Phone (813) 251-0565 Fax (813) 251-0567 Flret Union National Bank of Florida ZEF'HYRHILLS 1 FIFRANC;-4 30421 1 AvNUE ZEPHYRHILLS FLORIDA Drawing No./Date A-1 FUNE39812a fl ELEMENTS 8 6/12/ea Drawing Title/Scale/Drawn by BlDl. SITE PLAN AND DETAIL SCALE: AS NOTED FINISH LEGEND SYMBOL DESCRIPTON MANUFACTURER C -1 CARF'ET: TARENTON COLOR GOOSE POND - TRNT-405 MOWHAWK B--1 WALL BASE: 80 FAWN - RUBBER JOHN(XNITE P -1 PANT: SW - 1031 COLOR MODERN GRAY/EGGSHELL SHEEN SI-IERWIN WILLIAMS P TRIM PANT: SW --- ic29/se.m SHEEN COLOR NEUTRINO (INT. DOORS) & FRAMES 9-ERWIN WILI_IAMS L-2 PLASTC LAMINATE: (VERT& HORZ SUTfACES) COLOR 454-58 - BARK - MATTE FIN FORtvICA T-1 VINYL COMPOSITION TILE ESSENTIALS COLOR 131 OYSTER VVHITE MANNIN ON NG T ACT-1 ACOUSTICAL CLG. TILE 2x2 TEGULAR USG - ECLIPSE, GELOTEX - SOFTON - CASHMIRE O USG C GELOT EX W T-1 1 " MIN. BLINDS COL 017 BLUSH GRAY OR LEVELOH DOOR SYMBOL DOOR FRAME FIRE RATING LABEL HARDuJARE REMARKS SIZE MAT TYPE GLASS UNDER CUT MAT TYPE DETAILS A-5 SET NO KEy5IDE PACE MARK LuIDTP TkEIGI-4T 1 THICK J4M[i44PJ SILL I DOOR "'S FOR HARDWARE ONLY - SEE SPECIFICATION 2 3 T-0" I 3/4" UJ 1 - - M 1 6 4 ACT-1 - - *MATCH EXISTING CELING H.T. AND PANT WALLS' P-1 SEMI GLOSS UNDERCUT DOOR I" 3 3' -0" - 1I-0" 1 .3/4" M 2 - - M 1 5 1 i - RCX..)M NAME Fravi NUMBER FLOCR BASE I WALLS CFJUNG HT. AFF. NOTES NW SE NE SVV MATEITIAL FN IS1-1 DRIVE T1 fil) 100 C B--1 P P P P ACT - - MATCH EXISTING CEILING H.T. TOILET [COM 101 •VCT-1 B-1 * P-1 P-1 * P-1 P-1 ACT-1 - - *MATCH EXISTING CELING H.T. AND PANT WALLS' P-1 SEMI GLOSS ELEC. RXM 102 - - P-1 * P-1 * P-1 P-1 - - - *CLEAN EnSTING POOM AND PAINT WALLS P-1 SEMI GLOSS EXISTING ROOF OVERHANG PARKING SPACE 4 F1_OOR PLAN SCALE: !/4". CO\STFLJCT ION \OTES: Q00 FRELAMINATE ALL EXPOSED SURFACES OF DRIVE-TNRU CABINETS 4 COUNTER. REPAIR EXISTING CABINETS AS REQUIRED. 30"X4E3" CLEAR FLOOR SPACE 60"X60 CLEAR FLOOR SPACE PROVIDE NEW ROOF To MATCI-4 EXISTING 2. PREPARE WALLS FOR NEW PA NT. SEAL EXISTING DRYWALL AND OR REPLACE G.UJ.B. IF NECESSARY TO INSURE SUB SASE IS ACCEPTABLE FOR FINISH F'AINTING. 3. INSTALL NEW CEILING TILE . SEE FINISH LEGEND 4. RELAMNATE ALL EXISTING mu...L.LuoRK,. CONSULT FINISH SCHEDULE T1-415 51-4EET FOR LAMINATE SELECTION. 5. PAINT ALL EXISTING DOORS 1 NEW DOOR FRAMES, CONSULT FINI31-4 5C1-4EDULE THIS SHEET roR PAINT SELECTION. e. PREPARE SUB FLOO R AS REQUIRE TO RECEIVE VCT. INSTALL NELU VCT IN RESTROOM. NSTALL NEW VINYL 5A3E THROUGH OUT EXISTING 4 NEW BUILDING 5. 'NSTALL NEW MINI BLINDS * TELLER/ DRIVE THROUGH WINDOUJ. BLINDS TO COMPLETELY COVER WINDOW cLoeEr). SEE FINISH LEGEND FOR SPECIFICATIONS c3. REPLACE ALL RECEPTACLE 4 SWITCH PLATES, COLOR TO BE IVORY NOTE& ALL MILLWORK IS EXISTING AND IS TO BE RELAMINATED. CONSULT ARCHITECT IF ANY EXISTING MILLUJORK IS IN NEW OF REPLACEMENT. :)00F:2 ,E)CHE_ 1021 ELEC. ROOM • • L ±ii TOILET RM. \- 5/8" rif -TL-15 6 CLEAR -......1.4141•■••■■■••*.• LOCATION OF EXIST. METAL SkE.LVIN 13'-65/4" 5/8- 15I-0 RELOCATE ELECTRICAL DATA 1 COMMUNICATION FROM TOP OF COUNTER TO BELOW COUNTER SEE ELECTRICAL DRAWINGS -ALIGN NEW WALL WITH PACE O f EXISTING WALL INERSHOLD NOT TO BE ANY NIGHER THAN 1/2" ICEMIEMIEZEMERMINS1 IVEREMESEQUOMMERE1 ITENUESSWERNMSNME21 IMMEN11312111002NENall 5213051/111UNSIBUSIES2211 IESSMEMMESIMISMIMI WAS2211 IIIESESSESESOMMESESI WESIMISK°1 -NEW CONCRETE LANDING TO SLOPE NO MORE THAN 1:50 CROSSWALK MARX oN 4,3r4-4ALT SLOPE ASPHALT AWAY FROM NELU C. SEE clvIL DUJGS \ PARKING- SPACE NOTE: TI-4ESE PLANS WERE F AND S1-4ALL COMPLY LUITI-4 THE 1994 STANDARD BUILDING CODES, 1993 ELECTRICAL CODE, 1994 EIRE PREVENTION CODES OF THE NEPA 70, THE 1991 FLORIDA ACCESSIBILITY CODE, THE 1993 FLORIDA ENERGY CODE, AND NrpA loI LIFE SAFETY CODE PARTITION LEGEND: 1117-172 •••• • OAS •" • ••••• • • • • .4 r• e* • • • •••••••• • • •••.• • ,0 fb, G_ENERAL NOTES: 2 x 4 STUDS WITH 1/2 G.W.B. WITH SOUND INSULATION TO 0 ABOVE ACOUSTICAL TILE CEILING sr Cr E3LOCK WALL WITH STUCCO TO MATCH EXISTING AND I" FURRING WITH INSULATION ON 1/2" G.W.B. BE MU MI M MO ' PLAN SCALE 4 . _ 1. ALL APFLICAE3LE PROVISIONS OF DIVISION ONE, GENERAL REQUIREMENTS, FORM A PART OF THIS SPECIFICATION. 2. THE CONTRACTOR SHALL mANTAN SAFE SITE 1.1J11 PROTECTED ACCESS TO 11-4E E3UILDING AT ALL TIMES. PROVIDE NECESSARY SIGNAGE. PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR 51-ALL PREPARE A PLAN OF WORK EXECUTION IN WRITTEN FORM INCLUDING BUT NOT LIMITED TO: AREAS TO MA.R5NALL 'DEBRIS, DEBRIS REMOVAL, NOISE AND DUST ABATEMENT PROCEDURES, LOCATIONiS OF DUST BARRIERS, PAT-4S OF TRAVEL WITHIN THE BUILDING, LOCATION OF REFUSE REMOVAL VEHICLE, ETC. T1-4!S PLAN 51-4ALL BE PRESENTED AT THE FREDEMOLITION MEEETING, AND DISCUSSED WI 4 THE BUILDING OWNER, E3UILDING MANAGER, ARCHITECT 4NE 4 REPRESENTATIVE FROM THE BANK. PRIOR TO LiK.)RK COMMENCING, ALL SUCI BARRIERS AND OTI MEASURES OUTLINED , N THE WORK PLAN SHALL BE IN PLACE. 3. ALL LUORK SHALL COMPLY WITH THE !REQUIREMENTS OF THE STATE, LOCAL 4 FEDERAL BUILDING CODES, ACCIDENT AND FIRE PREVENTION REGULATIONS AND OSHA REGULATIONS. 4. SCOPE: THE EXTENT OF WORK SHALL E3E 45 SOU)' ON DRAWINGS AND CALLED FOR IN THOS SPECIFICATION. 5. PROTECT ADEQUATELY Ti--4E CONSTRUCTION SITE, ADJOINING PROPERTY AND UTILITY SERVICES AS WORK PROCEEDS TI-4ROUGH ALL STAGES. 6. T1-4E CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL THE DETAILS OF THE WORK AND WORKING CONDITIONS, VERIFY ALL DIMENSIONS IN THE FIELD, AND ADVISE TI-4E ARCHITECT OF ANY DISCREPANCY E3EFORE PERFORMING THE WORK. 1. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED UNDER TS CONTRACT FOR A COMPLETE INSTALLATION. a. CONTRACTOR'S STAFF RESPONSIBLE FOR WORK 51-4ALL E3E WITH EXPERIENCE IN THIS TYPE WORK EQUIPMENT IS TO BE OF SUITABLE TYPE, IN GOOD WORKING CONDITION, AND OPERATED E3Y SKILLED MECHANIC:S. 3• ALL WORK SHALL BE DONE IN A SAFE 4ND CAUTIOUS MANNER IN ORDER TO AVOID ACCIDENTS AND PROPERTY DAMAGE-. 10. THE CONTACTOR SHALL PROTECT THE WORK TO REMAIN AND IF DAMAGED NE SHALL SE RESPONSIBLE FOR ALL DAMAGE. DAMAGE TO EXISTING WORK, M4TERIALS AND EQUIPMENT AS A RESULT OF HIS OPERATIONS SI-4ALL BE REPAIRED OR EPLACED TO THE SATISFACTION OF THE ARCHITECT. ALL DAMAGE TO EXISTING WORK MATERIAL AND FINISH SHALL BE REPAIRED BY THE CONTRACTOR WIT-4 MATERIAL OF LIKE TYPE, QUALITY, AND FINISH E3Y E3Y SKILLED MECHANICS O THE - TRADES INVOLVED AT NO ADDITIONAL COST TO THE OWNER. EXISTING ELEC. PANEL— TO REMAIN SEE ELEC. DLUGS. DFRI VE • UP TEL - Tm IBA 1111 lin MI 0 12. RELOCATE EXISTIN- METAL SHELVING Ma REMOVE EXISTING CONC. WALL AS SHOWN PROTECT PARTE Of THE EXISTING WORK SCHEDULED TO REMAIN. CUT AWAY CAREFULLY 1E PATS TO BE DEMOLISHED TO RE-DUCE THE AMOUNT OF NECESSARY REPAIRS. REMOVE EXISTING DOOR AND FRAME. REMOV E EXISTING ROOF OVERHANG AS SHOWN REMOVE EXISTING wi STOP REMOVE EXISTING PARKING LINES PROTECTION OF Ic'ERSONS AND PROPERTY SHALL BE PROVIDED TI-4ROUGHOUT THE PROGRESS OF' •TI-4E WORK. THE WORK SHALL PROCEED IN SUCP MANNER 45 TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES AND TO PROVIDE E AFE WORKING CONDITIONS FOR PERSONNEL. ALL NECESSARY BARRIERS AND . .11A!NING SIGNS SHALL BE PROVIDED AS REQUIRED BY THE BUILDING AUTHORI TES. THE rDRIVE-TNRL1 MUST REMAIN OPERATIONAL DURING C.:ONSTRUCTION. 13. ALL SALVAGED MATERIAL, UNLESS OTHERWISE NOTED ON PLANS OR IN THESE SPECIFICATIONS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR ,ivc) 51-4ALL BE EVALUATED IN THE CONTRACTOR'S BID PRICE. 14. THE CONTRACTOR E.'ALL FIELD VERIFY TI-44T WALLS TO E3E REMOVE ARE NOT OF A SIRLCTUFRAL NATURE AND TI-44T REMOVAL WILL NOT AFFECT THE OvERA_L STRUCTURAL INTEGRITY OF THE BUILDING. 15. THE CONTRACTOR 13 CAUTIONED THAT PRIOR TO DEMOLITION OF WALLS SHALL FIELD VERFY THAT EXISTING MECNANICAL, ELEC.: AND PLUME3ING SYSTEMS WT-.UN WALLS ARE OF AN INACTIVE NATURE AND ARE NOT ASSOCIATED WITH EXISTING BUILDII's1G FUNCTIONS. 16, CONTRACTOR TO C.:ORIDINATE REFUSE REMOVAL WITI-4 ARCHITECT 4 TI-4E ou,NER. 17. THE CONTRACTOR ,E4•44LL F'AY ALL FEES, PERMITS, 4 DUMPING CHARGES. E CONTRACTO R E4-44LL REMOVE ALL DEBRIS FROM THE SITE DAILY AND LEAVE TkE SITE IN AN ORDERLY MANNER. 19. SHOULD THE CONTRACTOR ENCOUNTER ASBESTOS DURING THE COURSE OF DEMOLITION OR CO\ISTFRUCTION, NE IS CAUTIONED TO CEASE ALL WORK AND NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY. APPROPFROPIATE ABATEMENT PROCEDURES SHIALL BE INSTITUTED. 2 0 . 4 PRE-CONSTRUCTI MEETING SHALL BE REQUIRED TO COORDINATE PROJECT PHASING 21. CONTRACTOR PREPARE ALL SCHEDULED WALLS TO REMAIN TO REcEivE NEW FINISHES AS DESCRIBED IN THE FINISH SHEDULE. 22. CONTRACTOR SNAL... VERIFY ELEVATION OF EXISTING SLAE3 AND ASPHALT TO DETERMINE IF RAMP IS REQUIRED IF NOT THEN DELETE RAMP FROM CONSTRUCTION a Notes: Revisions: eat: F 2aaleacialataagginfirateaailaraillaaaanall Consultants: ELEMENTS A • NTERIN DESIONF_PS Drawing No./Dote A-2 FUN 31 The Edgewater Building 600 South MognoIia Avenue Suite 150 Tcmpc, Florida 33606 Phone (813) 251-0565 Fox (813) 251-0567 First Union National Bank of Florida ZEPHYF;21-4(LLS MAIN 15FRANCI 30421 5Ti.-1 AVENUE ZEPi-4YR;-41LLS, PLoRIDA 6/12/9E3 Drawing Title/Scale/Drawn by SDI. FLOOR & DEMOUTION PLAN SCALE: 1/4".-11'-0" oallnagaglatallallaaaaata • 51(MBOL TOILET ACCESSORIES 1 M ( RROF2 2 GRAB BAR 3 TOILET TISSUE DISPENSER 4 SOAP DISPENSER 5 PAPER TOWEL DISPENSE 6 TRASH RECEPTACLE \J NO CEILING TI-I15 AREA REMOVE EXISTING GRID d TILES - REPLACE TILES, GRID AND LIGHTING SEE ELEC DRAWINGS. NEW EXTERIOR ACOUSTICAL CEILING TO MATCH EXISTIN GRID 4 TILE CEILING REFLECTED CEILING PLAN SCALE: 1/4 ° =1' -0 3' - 0" MIN. WALL MOUNTED SINK 2 T ELEvATIoN (TY~D.) FEEL E3AGK AND FEATHER NEW ROOF TO EXISTING ROOFING ROOFING, REPAIR A5 REQUIRED — RUE3BER BASE PROVIDE NEW ROOF CELLOTEX 3 PLY E3UILT - L P-- ROOF USE CELLOTEX SPECIFICATION AG5 -3C -G GRAVE=L 400 LE35/111N. PROVIDE INSULATION TO DEVECOPE ROOF SLOPE. INSULATION SHALL NAVE A R -19 RATING. (TO MATCH EXISTING VERIFY IN FIELD) ROOF PLAN SCALE: I/4 " =1' -0" • LOPE: tr , — J 4' - 0" SLOPE CONTRACTOR TO PROVIDE NEW DIP EDGE TO MATCH EXISTING CEILING MATERIALS LEGEND SYM SOL 7 J 2' -0" X 4` -0" ACOUSTICAL PANEL CEILING AND GRID 2' -0" X 4' -0" LAY -IN FLORESCENT LI6I -4T FIXTURE RECESSED CAN LIG4r FIXTURE SURFACE FLORESCENT STRIP FIXTURE SUPPLY AIR GRILLE RETURN AIR GRILLE HOLLOW METAL — DOOR 4 FRAME W/ GLASS SIDE LITE. 3' -6" MIN. , DOOR TYPE "I" DESCRIPTION MAX LEV4TION (7T 1' -0" RUBBER BASE 1 x 1' TEMPERED - �l \ f - DOOR TYPE - - SOLID CORE= WOOD DOOR FLUSH 1 FRAME PAINT GRADE HOLLOW METAL FRAME WHERE NOTED HANDICAP SIGNAGE SCALE: / . —a NOTESi 1. LETTERS AND NUME=RALS 51 -BALL E3E RAISED 1/32 IN., UPPER CASE, SANS SERF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 2. 'RAISED C4- JARACTERS SMALL BE MIN. 5/a HIGH, BUT NO HIGHER THAN 2 ", 3. LETTERS AND NUMERALS SHALL HAVE A WIDTH -TO- HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE - WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 ANC> 1:10. , 4. CHARACTERS AND SY SHALL CONTRAST WIT-4 THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND. PICTOGRAM SHALL BE ACCOMPANIED E3Y THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY E3ELOW THE PICTOGRAM. BORDER DIMENSION FOR PICTOGRAM SHALL BE 6" MIN. 1. WHERE PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE ADJACENT WALL Of= THE LATC4 -k SIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF DOOR SIGN S1 -HALL BE PLACED ON NEAREST ADJACENT WALL. f3. MOUNTING WALL HEIGHT SHALL BE 60 IN. ABOVE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. HOLLOW METAL FRAME WELDED GROUND SMOOTH FRAME HOLLOW METAL FRAME C k DETAIL 3 :1-.0 C <Z) 3 - .0 .. - - - -- -SOLID CORE WOOD DOOR ET4IL CAULKING BOTH SIDES. PRESURE TREATED WOOD BLOCKING CAULKING BOTI -4 SIDES. - PRESURE TREATED WOOD BLOCK NG SOLID CORE WOOD DOOR. STUCCO TO MATCH - -- EXISTING E PAINT CONCRETE LINTEL SEE STRUCT. CORNER BE :,D 1 SEALANT ANC E3ACKER -/ ROD STUCCO TO M4 - CH EXISTING 4 PAINT MANSONARY ,,\ NCE•4OR (3) PER JAMES LEG CORNER BE AD SEALANT AND BACKER ROD N M. DO WALL - - - - - -- NON- TRACKING- EXP. J -- . M AT'L, EXTERIOS- SLAE3 MS I 1 /2" 3H2 r 2 0 A 4 ■ 4 1/2" 4 1/5" 4 kEAD DETAIL _ -- OLLO AL EXT. 3 " =I' -.0" 4 1/2" 9 1/5" d O JAMES DETAIL -- - OLLO 4 'ETAL EXT. 1/2" EXPANSION -- - - -' JONT FILLER via 3"•I ■,0 A WALL N.M. BUCK DOOR THRESHOLD NOT TO EXCEED 1/2" IN HEIGHT 4 SILL [DETAIL -- - -iOL_LO El EXT. 1/2" GW13. ON 1" FURRING 1" RIGID INSUL. ACOUSTICAL CEILING CORNER E3EAD -CAULK 1/2" GWB. ON I" FURRING I" RIGID INSUL. FILL EXTERIOR HOLLOW METAL BUCK WITH GROUT CORNER BEAD CAULK Notes: Revisions: Seal: Consultants: ELEMENTS ARCHITECTS • INTERIOR DESGI\ =RS A173.\1**N1 1°t A L11231"2 • 001 :411164i c \*/ °#AN( < 4 3/4 ‹: 4 IM 70 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 - 0567 Drawing No. /Date A -3 FUNF399812a 32 ESL DG" 6/12/98 Fiat Union National Bank of Florida ZEPNYRNfLLS MAIN BRANCH 38421 STN AVENUE ZEPNYRNILLS, FLORIDA Drawing Title /Scale /Drown by 131)L CEILING & ROOF PLANS & ELEV. SCALE: AB NOTED TOP OF EXISTING BUILDING EL. 9' -4 1/2" APP. EXISTING CURB -. BEYOND FINISH FLOOR EL. -O! 1/4 " _o,r TOP OF EXISTING D ING EL. 9' -4 1/2" AFF. STUCCO TO MATCH EXISTING -- PAINT TO MATCH EXISTING FINISH FLOOR EL. 0' -0." 1/4".1'-0" EXISTING - BUILDING EE f ON NEwW BUIULPING ADDITION PANT TO MATCH EXISTING FLASHING i G.J. NEW BU■ULDING ADDITION PAINT TO MATCH EXISTING FLASHING GENERAL NOTES; EXISTING ASPHALT EXISTING MECH. UNIT TO REMAIN L T EXISTING CURB BEYOND CONTRACTOR'. 15 RESPON51E3LE TO INSPECT PRIOR TO BIDDING. REPAINT EXISTING BUILDING MATCH EXISTING CONTRATOR TO CONFRIM BUILDING ELEVATION BEFORE STARTE OF WORK. VERIFY E3E:FOR.E E3IDDING IF NECESSARY TO AVOID BASE E3IDD ADJUSTMENT ALL EXTERIOR PAINTED SURFACES OF EXISTING BUILDING TO RECEIVE TWO COATS N.1 PL111\IT r nI ( Tn MA Yl,TINIr', L T J CONT. GRAVEL STOP - TO MATCH EXISTING EL. 8' -8" VE'R FY IN EEILD r LAY -IN ACOUSTICAL- - TILE CEILING. TO MATCH EXISTING CEILING HEIGHT w CONT. - -- FLAS+4ING 1/2" EXP. JT. 1 SECT ON 3/4" =1 -0 PROV I .:� E: BL OCK:Iiv,c , SLOPE SEE DRAIUING C _1__ -- EL. 0' -0'1 FIN FL c— *1 •• • • - CELLOTEX 3 PLY BUILT UP ROOF USE CELLOTEX SPECIFICATION AG5 -3C -G GRAVEL 400 LBS/MIN. PROVIDE 6" OF E3ATT INSULATION R -19 PROVIDE NORI Z. MASONRY REINFORCEMENT e 1' -4" O.C. AS PER SF.B.C. (TYP.) I" RIGID INSUL. - CLASS 4 -8" /CUBIC FT R -4.35 1/2" GWE3. ON I" "2" FURRING MATCH EXISTING STUCCO TO BE PAINT SAME COLOR 45 EXISTING BUILDING CMU BLOCK BASE SEE SCHEDULE= 4" CONC. SLAB ON VAPOR BARRIER -NEW FLOOR ELEV. TO MATCH EXISTING FOUND AT IONS - SEE STRUCT. PROVIDE WOOD FURRING TO SUPPORT INSULATION -2X4 LAY -IN ACOUSTICAL TILE CEILING. TO MATCH EXISTING CEILING HEIGHT NOTE_: . CONTRACTOR TO VERIFY ALL DIMENSION BEFORE CONSTRUCTED OF NEW BUILDING. Notes: Revisions: Seal: Consultants: A -4 1~31-DG. ELEMENTS ARCHITECTS • H T EROR D S GNERS � %;' / 70,AN:710 1 < \v;?);\#11\ C 1 Nft<4/#0 :1.34 Drawing No. /Date FUN{39812 a 41 The Edgewater Building 600 South Magrolia Avenue Suite 150 - ampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 First Union National Bank of Florida ZEPNYRNILLS MAIN BRANCH 38421 51H AVENUE ZEPNYRHILLS, FLORIDA 6/12/%3 Drawing Title /Scale /Drawn by E33DL ELEVATIONS & SECTION SCALE: AS NOTED El F L __ NOTCH A5 RECe- SEE 'AI CN 3' -41/2" MATCH EXiST MATCH EXIST T.O. MAS ToP PLATE: 2x43 w/ 5/8" AE3 e le" o.c. FOUNDATION PLAN SCALE: 1 /4 e i' -0' 2_.z. _.1._._h,.L7 mow= -- 2x4x3e, " 24 "o•c. (FAR SIDE) EXIST I' RivE - TH1 f..T 14' -ee" .- SIMPSON I-t3 . 24" ogee - 2x0 it 24" o.c. - (2) K.O. f3LK w /(2)erexCONT e" CMU w/ it 5 443" o.c. 4 AT CORNERS t INTERSECTIONS _..._. ..._- K.- .._... x -._. x.__..... K......_. ••.•.....x x .- ,.- ._x- .._. -.x __ (2) 3 x CONT EXT GRADE 3/4" PLYWOOD ATTA,C.:14 .u/ 4ci NAILS a ee' o.c. SIMFeON 8P1 ' CT iON SC ALE: 3/4" s 1' -12) 6" GMU w/ 48" o.c AND • CORNERS 4 INTERSECTIONS SIMPSON H3 40 24" o.c. SIMPSON SPI - le," cc. • PLATT NOTED - TOP PLATE (2) 2x4 x ° OVERHANG -- MATCH EXIST SCALE: 1/4" 1:,,,0n R00t= LAN L SLAF3 TO E.3E 4" eLAO ON GRADE w/ ee X Ga - W14 X W1.4 ON v4POff BARRIER 2. TOP Or SLAPS m' -ee" (MATCH EXIST) 3. DIMENSiONS ARE To FACE Or MASONRY 4. COORDINATE ALL DIMENSIONS WITH ARCHITECT t EXISTING: CONDITIONS 13. SEE ARCH FOR SIZE AND LOCATION QP MAeoNf Y OPENINGS (M.O.) ro• PRovIDE x 2' -see" FOUNDATION CORNEFe BARS AT ALL CQ 3 AND iNTEIcc'3ECTIONS (MATCH REINF eARS) STUD WALL: 2x4 1("" / w/ SClrlt eLOGKING MIDPT - 130T PLATE PT 2x4 w/ 1/2" t' A13 4 16' O.G. MATCH EXIST r-__ __ _ T it NOTCH AS RECD- - SEE ARCH- `'-4 1/2" MATCH EXIST T.O. MAS TOP PLATE: 2,43 w/ 5 /e" 4: Af3 e le" oc, EXIT CONC ROOF -= -- MATCH Ex13T OVERHANG 6ECTION SCALE: 3/4" - 31MP'3ON x43 a 24" c... 7 gt, -SI,_P [LMIZZS TION STRUCTURAL NOTES DESIGN CRITERIA 1. Building Code: Standard Building, Latest Edition 2. Design Live Load: Roof ee 20 PSF (trib area = 0 •- 200 SF) 16 PSF (trib area = 201 -- 600 SF) 12 PSF (trib area et > 600 SF) 3. Design Dead Loads: Roof = 20 PSF 4• Design Wind velocity -= 110 MPH 5. Other Loads: Contractor shall submit loading information for all equipment not shown on the drawings, or differing from those shown on the drawings. MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie clowns and other provisions which will ensure the safety at the jobsite until the entire structural system hos been instulled. 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discepancies or omissions found in the contract document. EXISTING BUILDING 1. The information shown on all the existing construction has been obtained from the best possible methods. The drawings do not show as -built conditions and may differ from the actual construction. The contractor shall verify all information and notify the engineer of any variations. SUBMITTALS 1. All shop drawings shall be submitted and approved prior to construction. Allow (10) working days for approval from this office. Drawings shall be signed and sealed by a Florida licensed engineer. 2. Poured in Place Concrete: a) Proposed concrete mix design in accordance with ACI 301 Chapter 3. b) Detailed shop drawings of reinforcing bars showing nurnber, size, and location. 3. Concrete Masonry Units: a) Detailed shop drawings of reinforcing bars showing number, size, b) Type of units and location. and compression test results. SITE WORK 1. For design on assumed soil bearing pressure of 2000 PSF was used. 2. A soils investigation will be completed for this project. If the soils report shows a capacity less then the design value, a change in design may be required. All soil preparation shall be in accordance with this document. 3. Notify the engineer if the footing excavation reveals materials or condition3 not anticipated in the soil's report. 4, A testing laboratory shall be retained to perform all the tests outlined in the soil's report, 5. Foundotion walls that retain soil shall be braced until floors slabs are in place. - EXT GRADE 3/4" F eTliCOD - 2 x 4 x 3w" le 24" o.c. \ ATTAGI - w/ e<1 NAILS e <o" a.c. (FAR SIDE) 2x10 24" o.c. - (2) K.O. eeLK w/(2)`"`3 x COW { .szl:zuszsz� z,.# (2) 2x10 PT2 ATTACH TO EXIST ROOF SIMPSON LUS210 JOIST HANGER -- EXT s AttE 3/4" PL.) CiD ATTACH w/ Sd NAILS * o.c. POURED - IN PLACED CONCRETE 1. Codes cnd Standards: /CI 318 "E3uitdirtg Code Reeiuirements for Reinforced Concrete" PCI 315 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" 2. Concrete is to be normal weight conforming to ASTM C94: o Portland Cement -- ASTM C150 b) Aggregates (3/4 maximum) - ASTM C33 Air entraining - ASTM C260 d) Water Reducing - ASTM C494 Flyash (20% maximum) -- Class F ASTM 0618 - f) Water •- Potable g) Slump Range 3" - 5" h) Placernent `role (Maximum) --- 90 minute from batch time 3. Minirn.arr compressive strength after 28 days: c) Footings, slab, masonry fill - 3000 PSI 4. Reinfr: rc'rg steel is to be Grade 60 conforming to ASTM A615 cr) Minimunm tap splice - 30 diameters (U.N,O:) 1,) Bar cover: Footings --• 3" Slabs -- 1 1/2" c) Provide corner bars which snatch the horizontal bars at all wall footings and tie beams. 5. Slab -on -Grade ci? Welded wire fabric - ASTM A185: lap mesh 6" minimum at joints Moisture barrier 6 mil polyethylene Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc (per CRSI recommendations) necessary to securely he Id reinforcing during concrete placement. Use plastic tips at all exposed sur'aces. 7. Use interial vibrators to consolidate all concrete. 8. Concrete curing options a) Liquid membrane forming chemical compound conforming to ASTM C309. b) Continuous. ioi tune in cco dance with ACI 301. 9. Concrete Shall be finished per architectural drawings. 10. A testing laboratory shall perform the folloiwtng concrete tests for each 50 cubic ya-ds. Send test results to the owner, architect, structural engineer and General Contractor. c) Slump test - ASTM C143 ti) Four Cylinder strength test ASTM C39: test one cylinder after 7 days test tw after 2gg days and hold one in reserve. nr 11. All beos sli be poured monolr{hica yi. 12. Exposed edges of columns and beams shall be chamfered 3/4" unless noted otherwise c n architectural drawings. 13. Coat cli forms with a commercial compound that will not bond or adversely affect the concrete. • 14. The contractor is responsible for the proper design of all formwork and shoring. Des gn shall be performed by a licensed engineer. 15. Coordir,c to locations of all openings, 'embeds and accessories that are required by all trades. No opening or sleeve may be placed in bearns or columns unless opvc ved by the engineer. 16. Proper placement of all embeds, anchor bolts, and etc shall be verified prior to plac the concrete. Notify the engineer of any conflicts. CONCRETE 1dASONRY UNITS 1. 131ock;r .t,oll be normal weight Grade N, Typo f hollow load bearing masonry units which conform to ASTM C90, r Net compressive test strength of units .s 2000 PSi b frn = 1350 PSI 2. Mortar eleall be type M or S and conform to ASTM C476. 3. Fill all cells containing reinforcing with course grout. 4. Coors out shall conform to ASTM C476 a 3000 PSI at 28 days 3/8" aggregate 8' - slump 5. All work shall conform to ACI 530 -13f3, 6. Reinfcrclrg bars shall be lapped 48 diameters where spliced. 7. All vertic:ul bars shall be held iii position at the top cfnd bottom and with a minimum clearance of 1/4" to the masonry 'walls and one diameter between bars. 8. Horizcnta reinforcing shall confirm to ASTM A82. 9. Horizc nta reinforcing shall be 9 gauge (U.N.0) ladder type Dur -o -wall (or equal) at 16" o.c. and shall be lopped a minimum of 6" at splices. 10. Store masonry on pallets and cover with visqueen. 11. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joint;r, •vertical and horizontal. 12. Grou tin options c) 4' high lifts with no observation holes. 8' high lifts with observation holes. Observation holes shall be 4" x 4" sawcuts at the base course of all reinforcing. 13. Space masonry control joints at a rnoximurn of 34' --0" o.c. (U.N.0). 14. Mosenry inseection shall be provided per ACI 530. 15, Prov de a 8 x 8" reinforced precast lintels at all openings less than 8' -0" oa. (U.N.O.) with a minimum end bearing = 8". WOOD CARPE.MIRY 1. Dimensioned lumber .shall be dressed S4S, and shall bear tine grade stamp of the s apl)!ier's association, 2. All lurnbe7 shall be sound and free from warp. 3. All lumber shall be Southern Pine, grade No. 2 or better with the following minimun picperties: . F E - 1200 pal F "v 913 psi F c = 975 psi E = 1,600,000 psi 1c1 moximun moisture content 4. All wcocl in contact with concrete or masonry shall be pressure treated. 5. Pressure treated lumber shall be impregnated with a CCA salt treatment in accordance with F.S. TT -W -571 and bear the American Wood Preserves Institute quality mark LP -2. 6. Plywood sheathing shall be DFPA CD with exterior glue. All roof sheathing shall be installed with plyclips• 7. install bridging in all floor and roof joists to 8' -O" o.c. rnaxirnun. install blocking in ell wall studs at mid- height. 8. All nailirc and bolting shall cornply with American Institute of Timber construction requirements. 9. Provide c single plate 'at the bottom and a double plate at the top of all stud lls, .' 10. S tu wa ds snail be doubled at all angles and around all openings. Studs shall be tripled of all corners, Revisions: Consultants: . I. M N "TS ARCHITECTS •INTERIOR JESiGNER` \oNtlf4,02, *47 -03;40 , 1 40-\ 0000 v asmis _ „,„1 00 447,1 p► Sfi ra c.ernter 'for 1hnCNotiv structures, in6. 2447 Bay to Bay Blvc Suite 21 Tampa, FL 33621 813 -835 -531 FAX 313 - 835 -550 Structural Engineers PE 48099 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251-0567 First Union National Bank of Florida ZEF 1SHILLS MAIN 63'RRANC 35421 5TH AVENUE iw'NY1 1I1_L�, =i.oRIDA Drawing No. /Date 7/12/9 Drawing Title /Scale /Drawn by V6 FON AND FRAMING PLAI SCALE! 1/4' 1' - -0• 1 1/2" CU.) f 'f~ W /COVE TO CE IL INCA VALVE E3OX 12Xe. GRILLE 100 CFM 4/ IMARKS CONNECT NEW SEWER AND WATER PIPE TO EXISTING UTILITY ON SITE. PLUMBING PLAN r V4 " +1' -0" REMARKS EXHAUST FAN EP-1, PROVIDE 100 CFM, 0.12D ESF' 110 VAC, MOTOR 49 WATTS, 1.2 SONES, S3OTTOM GRILLE, FRONT OUTLET. MPG. "G.1EENI -4ECK" MOUEL.. SF -210, UL LISTED. EXISTING UJALL HUNG UNIT TO REMAIN EXIS rlNG COND. UNIT TO REMAIN 2 "VTF NO SCALE RISER DIAGRAM I'. .ih { 11601 J Notes:: Revisions: Seal: Consultants: DE81C +1 AND STUDY ENOINEEMCI, INC. 4809 N. ARMENIA AVE., SUITE 24-0 TAMPA, FLORIDA 33603 TEL (813) 877 -5744 F First Union National Bank of Florida ZEPHYRNILL MAIN BRANCE 51"N AVE. ZEFNRNILL, FL. 38421 Drawing No. /Date v Drawing Title /Scale /Drawn by J1754 MSC- APICAL- PLUMBING SCALE: 1/4"=1 2 7 - L M 7 - NTS ARCHITECTS •INTERIOR DESIGNERS \)c";A l '% 1 C 4 4 \:;/.): \\4 :: 7 s z: T 6 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 6/ ELECTRICAL LEGEND SYMBOL DESCRIPTION . , REMARKS/MOUNTING LAMP(S) FLUORESCENT LIGHTING FIXTURE, CEILING TYPE (1) ' REFER TO FIXTURE SCHEDULE 1 1 A 1 FLUORESCENT STRIP LIGHTING FIXTURE (1) . REFER TO FIXTURE SCHEDULE -4 [_ METAL HALIDE LIGHTING FIXTURE, WALL TYPE (1) REFER TO FIXTURE SCHEDULE t SWITCH: SINGLE-POLE, 20A, 120/277VAC, MND CH1TE MURAL ECEVATf ONS TOP 48" AFF OR AS NOTED 120 DUPLEX RECEPTACLE: 20A, 125VAC, TOP 20" AFF OR AS NOTED 1 i 0 1 DUPLEX RECEPTACLES: 20A, 125VAC, , TOP 418" AFF OR AS NOTED ISGMI ELECTRIC PANEL NEW REFER TO SCHEDULES Di DISCONNECT SWITCH AS NOTED OR AS REQUIRED AS NOTED OR AS REQUIRED 601 MOTOR: VOLTAGE, HP, PHASE AS NOTED AS NOTED El 0 OUTLET OR JUNCTION BOX AS NOTED OR AS REQUIRED .....----...N. FLEXIBLE CONNECTION AS NOTED OR AS REQUIRED fa DEVICE AS NOTED AS NOTED NOT E: ALL FIXTURES AS SPECIFIED ABOVE, OR EQUAL AS APPROVED BY OWNER/ARCHITECT. F'ROVIDE ALTERNATE BID FOR MAGNETIC BALLASTS, IN LIEU OF ELECTRONIC. CONDUIT RUN CONCEALED IN CEILING SPACE OR WALL WIRES INDICATED AS FOLLOWS: 44-1 THREE WIRES; CONDUIT RUN CONCEALED IN FLOOR OR UNDERGROUND 4 FOUR WIRES, ETC. HOME RUN TO PANEL/CIRCUIT(S) INDICATED - NEUTRAL WIRE — ISOLATED GR. MIRE PROVIDE MINIMUM SIZE 12 AWG CU IN 1/2" CONDUIT UNLESS OTHER- WISE NOTED. IN ADDITION, PROVIDE EQUIPMENT GROUND WIRE (NOT INDICATED) IN ALL POWER AND LIGHTING RACEWAYS -s-- C2) REFER TO LIKE-NUMBERED NOTE ' ABBREVIATIONS: (REFER TO MECHANICAL & PLUMBING DRAWINGS FOR EQUIPMENT DESIGN' IONS) FLOOR INTERRUPTER HGG) GR: GROUNDING WP: WEATHER-PROOF ID: ISOLATED CONDUCTOR AFF: ABOVE FINISHED GFI: GROUND FAULT CIRCUIT GROUND (LEVITON #6898- LEGEND GENERAL NOTES: SCHEDULE. (1) LETTER INSIDE OR ADJACENT TO FIXTURE SYMBOL INDICATES TYPE. REFER TO FIXTURE LIGHTING FIXTURE SCHEDULE 'TYPE MANUFACTURER CATALOG NUMBER LAMP(S) VOLTS MOUNTING REMARKS A WILLIAMS 50G-S12-2320O-RWKA1 E2320C- GLR- LP ' 5 2-F032/835; 3500K, T8, SYLVAN IA OCTRON 120 LAY-IN, GRID 1' X 4' FLUORESCENT WITH 1/8", PATTERN #12 ACRYLIC LENS. WILLIAMS 17-4-2320C- E2320C - GLR- LP 2-F032/835; 350C/K, T8, SYLVAN IA OCTRON 120 SURFACE, ON CEILING 4' FLUORESCENT WRAPAROUND WITH ACRYLIC LENS 1 i 0 1 INFINITY PH60-218Q-F-MOD-EB 2-CF18DD/ E/ 835; 3500• K„ SYLVANIA DULUX 120 RECESSED COMPACT FLUORESCENT DOWN - LIGHT WITH CLEAR REFLECTOR AND ELECTRONIC BALLAST 0 WILLIAMS 76-4-2320C- E2320C- GLR-LP 2-F032/835; 3500*K, TB, SYLVAN IA OCTRON 120 SURFACE 4' FLUORESCENT STRIP, E WILLIAMS . 76-3-2250C- E2250C GLR- LP 2-F025/835; 3500K, T8, SYLVAN IA 120 SURFACE 3 ' FLUORESCENT STRIP. NOT E: ALL FIXTURES AS SPECIFIED ABOVE, OR EQUAL AS APPROVED BY OWNER/ARCHITECT. F'ROVIDE ALTERNATE BID FOR MAGNETIC BALLASTS, IN LIEU OF ELECTRONIC. 0 f.A1 PACE TYPE MANUFACTURER CATALOG NUMBER LAMP(S) A Al DAYBRITE WILLIAMS DAYBRITE WILLIAMS DAYBRITE WILLIAMS LIGHTING FIXTURE DALTOR CA10-2-26PLV-V MOD/ES 200232-RA21-120- 2-F032/835; 1/3-EB-GLR 3500*K, T8, SYLVANIA 50G-S24-2320C OCTRON RWKAl25-E2320C- GLR- LP 2DG232-RA21-120- 1/3-EB-GLR-B50Srp (acmiNE) 500-S24-2320C RWKAl25-E2320C-GLR- LP- EM/B5OST (BODINE) T-232-120-1/2-E0- 2-F032/835; GLR 3500"K, TB, SYLVAN IA 7672- E2320C- GLR-LP OCTRON 16' () EXISTING WIRING/DEVICES IN RESPECTIVE AREA SHALL REMAIN. 0 CONNECT TO NEW 1P-20 AMP CIRCUIT BREAKER IN EXISTING PANEL INDICATED. POWER & MISC. PLAN SCALE: 1 /8" = 1 —0" POWER & MISC. PLAN NOTES: - 2-F032/835; 3500K, 18, SYLVANIA OCTRON 2- CF26DD E/835 SYLVANIA OCTRON SCHE:DULE VOLTS MOUNTING 120 I A'-IN GRI) 120 LAY-IN GRI 120 SURFACE 120 SURFACE GRID 0 EXISTING PANEL : 225 AMP MAIN CIRCUIT BREAKER: 120/208 VOLT, 30, 4 WIRE, SHALL REMAIN. CONTRACTOR SHALL TRACE OUT ALL CIRCUITS IN THE PANEL. PROVIDE TYPE WRITTEN DIRECTORY LISTING EAC H BRANCH CIRCUIT, IDENTIFYING EQUIPMENT IT CONTROLS AND INDENTIFY CIRCUIT BREAKERS WHERE LOADS ARE BEING REMOVED AS SPARES WITH PENCIL. PROVIDE CIRCUIT NUMBER LABEL AT EACH CIRCUIT BREAKER WITH CONSLC: UTNE ODD NUMBERS ON THE LEFT (1-41) AND CONSECUTIVE EVEN NUMBERS ON THE RIGHT (2-42) REMARKS 2' X 4' FLUORESCENT WITH 1/8" PATTERN 112 ACRYLIC LENS, SAME AS TYPE "A" EXCEPT WITH SELF TESTING EMERGENCY BALLAST FOR ONE LAMP (1,100 LUMENS) 4' FLUORESCENT STRIP, BRONZE PAINTED ALUMINUM QUARTER CYLINDER WITH TEMPERED GLASS LENS PACE LIGHTING. PLAN SCALE: 1 /8" = 1 I-0" C.3) CONNECT 10 NEW 1P-20 AMP CIRCUIT BREAKER IN EXISTING PANEL INDICATED EXISTING LIGHTING FIXTURES(S) IN RESPECTIVE AREA SHALL BE REMOVED. 1 6' LIGHTING PLAN NOTES: 0 CONNECT TO EXISTING CIRCUIT/SWITCH CONTROL 0 CONNECT VIA NEW TIME SWITCH WHICH SHALL BE PROVIDED IN THE ELECTRIC ROOM K CONNECT EMERGENCY LIGHTING BALLAST SUCH THAT WHEN THE WALL SWITCH IS IN THE "OFF" POSITION, THE EMERGENCY LAMP WILL BE ENERGIZED DURING A POWER OUTAGE ONLY, PROVIDE ADDITIONAL WIRING AS REQUIRED. Notes: Revisions: 767sultants: LEAL. ENGNEEP440 & APCHTECTURAL LXfTM tic. 8313 W. HILLSBOROUGH AYE.,SUITE 16O TAMPA, FLORIDA 33515 TEL(813)884-5723 FAX(813)884--2654 MG (98006) ateatamingeetar.malleantew Architectsilnterior Designers 0 \ Ak Igg'2411 0 11*1 Rk tott, \I a t i f °S°.°41 i A O 4t*ti,4 The Edgewater Building 600 South vlagnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 E-1 ELEMENTS Drawing No./Date First Union National Bank of Florida FUNI5e012431/eE3006 Drawing Title/Scale/Drawn by ELECTRICAL SCALE: i/a" ZEPHYRNILLS MA IN BRANC.:;--4 30421 )TH AVENUE ZEP1-4YRNILLS, PLORIIDA -12 Mc PLOT DATE: 6-1 2-98 DRAWIN .�. •E: ND ...swx ue in .orrAr ,:drawS' a warn 7i7iaiw urattasur ."[ammo ,x' r rata @C ura i+e t" APPROVED PRINT REQUIRED ON JOB ;'ITE= flV11 JUN 1 999 oSeir ZEPHRYH1LLS BRAN 38421 5TH AVENUE ZEPHRYHILLS, FLORIDA ALL WVO.,,'_ COMPLY WITH ALL PRL ,TAILUNG CODES, STANDARD BUILDING, PLUMBING, MECHANICAL, N.E.C. AND CITY OI� LEPFIYRFIILLS ORDINANCES. 'R. 3' .7777 c > > z? ` n0 0 A . ; e!n 'ue i , ', , h o n e (H:$ 3 2 5 O f:3 5 9 STAIR U 4.. ! 1 EXISTING TILE TO SE RMOVED REMOVE F..XISTING • C. , _ DR'NKINC3 FOUNTAIN \ .. _____ —,,... \ D f 7" 771 4 , - _ ' 1 , ' ■ 1 1 , t . .. . , i.. 4. , .J. . STORAGE EQUIFTNT r ! - \ REMOVE EXISTING DOOR AND FRAME REMOVE EXIST ING DOOR AND FRAME ".! 1 EXISTING TILE TO SE ROVE ON WALLS 4 FLOOR WOMEN RIMPI-0 , 1=7WaM ICIEMPIMMIVM-1-1741329EktiVtaterEVEMWOMENA DR2 - OF-cICE 1 10 • REMOVE EXISTING Cl-c4ECK WRITING STAND MEN SCALE! 1/4".1'-0" TELLER AREA t • REMOVE ALL EXISTNG PLU1' FIXTURES AND CA5IINETS IN 13ATI-4ROOMS DEMOLITION PLAN EXISTING REF. TO REMAIN '. LOE3E3Y LOUNGE REMOVE EXISTING STOVE 04:10E r , JAN. REMOVE EXISTING CLOCK ON WALL RELOCATE EXISTING !!\_ SWAPS TO NEW DATA ! ROOM \ ELEVATOR OFF ICE REMOVE EXISTING TELLER LINE- CASINETEs, 4 ;- OF!" ICE STORAGE ivturivti ma.11 outto0 REMOVE EXISTING C4- WRITING STAND EXISTING MARKETING --- SOARD TO E3E REMOVED ‘c! EXISTING TILE TO SE RMOVED REMOVE EXISTIN - DOOR/ FRAME 4 WALL TO ACCOMMODATE- NEW WINDOW SYSTEM PARTITION LEGEND: • • RELOCATE EXISTING DATA EQUIPMENT TC.) NE- W DATA ROOM ITEMS TQ E3E REMOVED EXISTING PARTITIONS TO REMAIN -- MANAGERS OFff ICE [ ••••• 1,- COUF'ON E300 VAULT REMOVE EXIST ING TUE3E SYSTEM . CASH Roo ! - REMOVE EXISTING - WALL PANEL. ON ALL WALLS • `,4 CAS--4 R001 TT! 111101151011111ECOMINN CRIE MEIRMAIMIST gr 14 4 ' .,4"4444••14 ,r" • PIENO 1. REMOVE ALL. 1.EXISTING CARPETING AND UNDERLAYMENT WHERE NEW F-1.00R FINISHES ARE SPECIFIE.D. 2. REMOVE ALL EXISTING 4COUSTICAL TILE CEILING 4 GRID, ASSOCIATED SUFF'ORTS AN'r MISCELLANEOUS CEILING MOUNTED ITEMS. WERE NEUJ C:E.LINGS ARE SPECIFIED 3. REMOVE ALL WALLC:OVERINiG Ti.-4ROUGH OUT, (.1A-!.E.RE NEW WALL FNS.-4 15 SPEC:4:1ED. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE EXISTING DRYWALL U.JOIC.:H ARE DAMAGED AND UNSUITAE3LE FOR NEW FINISHES. 4. REMOVE- ALL EXISTING INTERIOR VERICAL AND -.40RIZONTAL DL INDS 5. REMOVE ALL !--1ARD TILE FLOOR AND SETING E3EDS. CONTRACTOR TO PATCH AND REPAIR E XISTING FLOOR SL4E3 AS REQUIRED AF-TER DEMOLITION TO PROVIDE PROFEErR SURFACE FOR NEW FLOOR FINISH INSTALLATION. 6. REMOVE ALL LIGHT FIXTURES IN CEILING TO SE DEMOLISHED. DESFOSE OF OF FIXTURES 4\0 LIGI-AT TUBES 45 REQUIRED OFF SITE. 1. DO NOT F-ROCEED WITH DEMOLITION UNTIL ASE3ESTOS REPORT 15 ON 30E3 E.,ITE. s. PRO1/4jECT 517:.; TO E3E LEFT E3ROOM CLEAN AT ALL TIMES. '3. COORDINATE ALL DEMOLITION WORK WITH THE REQUIREMENTS OF ALL NEW ARCHITEC:TURAL, MECHANIC:AL AND ELECTRICAL WORK. '0. CONTRACTOR 15 FRESPONSIE3LE TO REMOVE, AND REINSTALL MARKING ESOARD AS INDICATED ON DRAWINGS. CONTRACTOR ro FROvIDE ELECT. FOUJE.R AT NEW LOCATION. 11. CONTRACTOR TO REMOVE ALL EXISTINC.1 WOOD E3ASE E3OARD IN AREAS TO RECEIVE:. NEW RUB5ER E3ASE. a Notes: Rev!s!ons: Consu ftc n t s : F! A- 1 ZEPHRYHILLS E3RANCI-4 3E3421 5TH AVENUE ZEPHRn-4ILLE.', FLORIDA proWng No/Date FUNEYn0a 21 111.80.1.1e3.0.047 5/3/cn Drawing Tlt!e/Sca!e/Drawn by DEMOLITION PLAN SCALE: 1/4".r-O" E3L.E3)GV803 vaannolwalankno•mwryasymmon*.samo* Sec: . • - - 5.1= .111MSMAAM41.11.1.,..W.SOMAISYSIMWVM191.402.0 IVI NT'S 11 e d ; r 600 SoL.kh Averme S:Jite 5O iThorce 05,55 r, c;:r3;„3) 25' -0557 First Union National Bank of Florida SE)t oltakilonstaczahmemaizcit -,_!.\ i „ A , i ica] i t , .• , ' 51-AIRS \ ST.417:2 UP . 2" TILE CrittroltZWEIE0.1WARNILIBILVIICCTISS76 NEW 6'-0" x 3'\, -- WALK CIF. MAT TO \ N F3E CENTERED ON DOOR - [101 S TAS' IR 102i STORE I I 1 I I I 1,- 23 COPT/FUTURE ATM ROOM FURR OUT WALL TO ALIGN WITH OTA-AER WALL x 60" CLEAR - FLOOR SPACE _ 121 ] EQUIPS'IENT 4 `S' r- • 3 5/0" 'TAIdaMELLEIBIEUISaWkAOLECtISCOMMODIESISSIOIENNIN SEMI-RECESSED FIRE EXTINGUISA-AER CAF3INET TO F3E MAX HT, AT -.. 50T. OF CAE3INET -- ALIGN NEW WALL WITH PACE OF EXISTING WALL CORNER l'-0 3/8" 4Y \tr : 1 4 7- ALIGN CLEAR SCALE: 1/4"•V-0 A 1 ,4 L L (- STEPPED SOFFIT 1 NFILL EXISTING OOR / OPENING TO MATCH EXISTING CONSTRUCTION. ' CM SEE DETAIL 1,9/4-5 12(3 I DIRECT LINE /- NEW ADA DRINKING FOUNTAIN SEE DF.TAIL5 1, S/A-6 4a,!' x 30" CLEAR FLOOR SPACE u \ SInN !!, u,/./ T-9 1/2" 48" 3e," CLEAR ‘\ FLOOR SPACE PROVDE (2) 3/4' AND (1) EMPTY CONDUITS TO E3E LOCATED AS NOTED ! SEE ELECTRICAL DLLGS. EXTEND WALL 1 PAST COUNTERTOP ALIGN NEW WALL , WITH FACE OF EXISTING WALL CORNER [126 CORRIDOR SIGN, WOMEN 4' A- \ ....... 1r :N\ ‘1A \ 6" L - RECESSED PAPER TOWEL DISPENSER/ LL/ASTE RECEPTACLE FLOOR PLAN (METRO SCHEME) 10I-E3 1/2" 9 1/2" 123 _] LOUNGE F1041 F5-2 - ALUMINUM FRAMES P-2 - • 4 4 4 •- + 4 4, ! NEW C;ZUEUNG LINE \ -4 BY C.: INSTALLED \ ! ; ; EY'r CONTRACTOR -- - SEE DETAIL C>/A-6 T " „ 1 I , , J. 4 EXTEND WALL I' PAST ,' COUNTERTOP INFILL EXISTING DOOR OPENING TO MATCH EXISTING CONSTRUCT!ON. I A \ \ TELLER !! TE .„," - t TELLER AREA ALIGN NEW WALL WITH FACE C \ EXISTING WALL \,--. CORNER , L • 106 ELEVATOR NEW CI-ECK, WRITING STAND NEW 6.!-.0" x 4 WALK OFF MAT D TO E35 CENTERE ON DOOR 111 1 LOBBY F5-3 120 {-4E4 TELLER , :1 SUPPL 1E5/ - DATA - / ///: '7\ 1 1 EXISTING UNDERCOUNTER +- + METAL CA5INETS TO 5E RELOCATED TO NEUJ I : k47 EX WALL 26 4 , -; - -4------ 1" PAST - - A CLEA COUNTERTOP F2 ' *- • ••* . 1 3 " I-13 It 4' l'-6" 3'-'9 I/2" 10 1/2" *SECURITY CAMERA SCOOP -\ 3 S/k3I; 5/S" / 4' -" Jt1t 7 2. Fa C.: F3. DISPLAY BOARD - PROVIDE EMPTY" CONDUIT 1 ELEC. OUTLET .0 CATER OF FASCIA „ NEW 12 x 12" TILE SEE FINISI-1 SC“EDULE \ r 1 0 ENTRY ' / • • ' IGN [ in j \%-- NC, C13 9 -9 -3 5/E3" 3 STEPPED < SOFF I ‘\\ i 115 C:ORRIDOR 9 M , /L , 1 0 . 1 (+,,.,„)14 I NEW 12" x NEW ALUMINUM WINDOWS TO MATCH EXISTING LIJINIDOAJJ$3 )( ,e,c)Fri OWNER FUSE 6.C.-- TO INSTALL ELECTRONIC 67 .5 CILEAR L STEEPED WALL - A ■, A L __I L.! 4 \ ,/"% _ -- ;(- .• I/ \l \j " - -STEPPED LI/ALL I SEE DETAIL 1, t3/A-5 L 4 - / SEMI -RECESSED FlRt : EXTINGUISOER CAE3INET TO BE 3I-eA" MAX HT. AT E3OT. c4 CAE3INET ' ALIGN NEW 'WALL Lth rk FACE OF EXISTING WALL CORNER VAULT L 1 14 CAS-4 ROOM FS-4 F2 POSSIEILE P.I.C. OR NEUJ ALUMINUM WINDOWS TO M4TC1-4 EXISTING WINDOWS - CONTRACTOR TO PAINT ALL - WALL PANELING _ _ / CONTRACTOR TO REMOVE ALL WALL PANELING UNDERLAYMENT ON WALLS AND ADD ONE LAYER OF I/2' G.W.B. TO WALLS E C.:AS;-A Room <I 3. GENERAL NOTES: CONTRACTOR%) F3E RESPONSIBLE. FOR PuRNITuRE _J - 4 EQUIF'MENTS (OT•E-R THAN COMPUTERS) RELOCATION 43 REQUIRED FOR RENOVATIONUJOFZ‹. 2. I ALL A-4ARDW4,RE. SHALL SE LEVER TYPE. NEW HARDWARE TO E3E. BUSHED CA-AR(.21'1E CONTRAC:TOR ro ADJUST ALL INTERIOR AND EXTERIOR DOORS THAT i-A4VE CLOSURES. IF A DOOR OAS A CLOSER, TI-AE SWEEP PERIOD OF THE CLOSER SHALL E3E ADJUSTED EO THAT FROM AN OPEN POSITION OF 10 DEGREES, TOE DOOR LI.J TAKE AT LEAST 3 SECONDS TO MOVE TO PONT 3" PROM t_ATC.-4, MEASURED TO THE LEADING EDGE OF THE DOOR. THE MAXIMU1Y FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS LLOWS: EXTERIOR DOORS CAN BE PUSHED OR PULLED OPEN um-4 A FORCE NOT EXCEEDING 0.5LBP. AND INTERIOR DOORS TO CFEN WfTk 4 FORCE NOT EXCEEDING 5LE3P IF Ar..),JUSTHEI:i\AlT 15 NOT POSSIBLE THEN CONTRACTOR IS FRESPONSIE3LE. TO REFLAC;E "fl--AE DOOR OFR CLOSER. CONTR,AC'CIR TO PROVIDE A CERTIFICATE TO THE ARCHITECT STATING Tole WAS ACCOMPLISHED F:3!"T A COMPANY IN THE E3USINESS OF A-A4RDWARE INSTALLATION. CONTRACTOR RESPONSIBLE TO REPAIR 4 OR REPLACE EXISTING -1-1 DRYWALL 1.1.4-IIc4 Is DAMAGED AS A RESULT OF REMOVING XISTINCs UJALL 5.1 ELECTRONIC DISFILAY 50ARD (N.I.C.) - PROVIDE EMPTY CONDUIT 4 ELEC OUTLET BOX TO SE INSTALLED AT SOT:FIT. G.C. IS RESPONSIBLE TO DISMANTLE, REASSEMBLE INSTALL ELECTRONIC DISPLAY E304). , 6.I CONTRACTOR .7 0 HAVE ALL UNDER COUNTER METAL CASE WORK CLEANED AND PAINTED TO SE ELECTROSTATIcALLNT r-'4INTED SLAC.K. ! 1, THE CONTRACT(:R SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE i-4IMSELE: LUITi-4 ALL Ti-4E DETAILS OF TA--AE WORK AND UJORKING CONDITIONS, /ERE Y ALL DIMENSIONS IN TI-AF. FIELD, AND ADVSE TkE 4RC1-41TECT OF ANT DISCREPANCY BEFORE PERFORJNIINC.s THE WORK. a, SHOULD THE CO\1TRACTOR ENCOUNTER ASBESTOS DURING THE COURSE OP ------- DEMOLITION OR CONSTRUCTION, HE 15 CAUTIONED TO CEASE ALL WORK AND NOTIFY III-1E OLII4ER AND ARCHITECT IMMEDIATELY. A-PPROPRIATE ABATEMENT PROCEDURES SHALL BE iNsTrruTEE). 9._ ALL INTERIOR A, ACCE-SSIBLE SIGNAGE SA-AALL SE UJ1-AITE ON BLACK. E34CKGROUND 10. G.C. IS RE.- BLE TO REMOVE AND REPLACE ALL E3ANK SIGNAGES 4 NECESSARY TO PERFORM 4-415 WORK. MISSING SIGNAGES SHALL. BE REPLACED E3 G.C. H. THE CONTRACTOR SI-4ALL FIELD VERIFY - fl--AAT WALLS TO BE REMOVED ARE NOT or ) NATURE AND TIAAT REMOVAL WILL NOT AFFECT 74-4E-: OVI:IRALL STRUCTURAL INTEGRITY OF THE E3UILDING. 112. SOUNI: INSUL,Z,T!(;'N USE OWENS CORNING SOUND INSULATION - 3 1,'2" THICKNE:-..65 16" WIDT.-4 PARTITION PARTITION TO REMAIN 3 5/E3II METAL STUI...)3 WITH 1/2" G.W.E3. TO 10" AE3OVE- ACOUSTICAL TILE CEILING METaTMEL .AILJ 3 D/E.3" METAL sTuE)s LT I/2" G.L1J.E3. WITH SOL.ND INSULATION TO 10" ABOVE ACOUSTICAL TILE CEILING Notes: Consurfanis: /• fECTS -HII/R1OR FiEZ.SCALRS A- 2 I 0.00.1e.11. Oa* itlf MO ■11/4•011,40111 "4,711,347... """" M hrrs 01 ,* ;00`fr Edge/.]ter s VognoIic Avermie !EI-3;1.0 1 50 rarrpo, rorida ,.5J,6136 Phone c81.3 251 - 0565 r(lx ("6 _5) 25' - 7 First Union National Bank of Florida ZEFR'r'HILLS BRANCH 38421 AVENUE ZEPHRYHILLS, FLORIDA Drawing No./Date FUNE3 Drawing Title/Scale/Drawn by FLOOR PLAN SCALE: 1/4l E3LE)5°0803 .151.6.111.1, E3DL 159 SQ. FT. 114 SQ. FT. 41116,. IMP' "M. ■ 1 1 OLW 101 , STAIRS .\< K K 2.41,12-Ar r - L-1 1-401Z. 5URFACE5/ L 2 VERT. SURFACES EQUIPMENT 77 121 • I % • II IPMA L IPM1b. M 1 [ 021 STORAGE 128 COPY/FUTURE ATM ROOM LT-1. . C-1 ) 125 MEN T-1 OCALE 1/4"• - 0" 1261 CORRIDOR - - 1' 4 \ „ 12S DIRECT LINE. FURNITURE PLAN ° • , • I 1241 I.JOMEN • \ / I_ _1 is-fit L 104 1 F5-2 L-1 f4ORIZ. SURFACES L-2 VERT. SURFACES L-3 ACCENT TRIM L 123 ] LOUNC3E L-I QIL. eURFACE5 - L-2 vERT. SURFACES 121 SQ. PT. ' 11 LI [122 JAN. UJC-2 1 G-2 r i 5UPP1-.1E5/ D,47,4 105] F5-3 G-1 - LftLJ L.OE3BY :=7 5 120 i-4EAD TELLER N C-2 / \ - -- LL ,L ENTFRY C - I - 7-1 115 CORRIDOR WC - I - L I% CE3. - n1 SQ. FT. L 112 VAULT 114 1 CA 51-1 ROOM C -1- 109 FS-4 110 P0681F3Le P.C., P.I.C. OR 01. 113 CASH ROOM l• SQUARE FOOTAqES CALCULATION FOF1 PLUMBING FIXTURES GROSS SQUARE FOOTAGE 4,101 SQ. PT STA IRS/ATM = STAIR 2 MEC1-4. RM WOMEN 1 5 = MEN'S LOE3E3Y TOTAL 4,101 SQ. FT NON PUBLIC & CIRCULATION SQUARE FOOTAGES (GROSS SQ. FT.) - (NON PUE3LIC 4 CIRCULATION) X X 2,349 SQ. PT 100 23 PERSON 191 SQ. FT. 121 SQ.FT. 159 SQ. FT. 114 SQ. PT. 53 SO FT. 53 ea FT. 1,g;s55 SQ. FT 2,352 Q. PT. 100 Sa FT/ PERSON • MEN'S 1 W.C. 1 LAV. COMMON AREA 2,352 SQ. PT. 2,34'3 SQ. PT 3 OP PERSON 23 PERSON WOMEN'S 1 W.C. 1 LAV. Notes: 7 111•111001•11116.110•1•M.Y. Revisions: Seal: C Om.* 611.16•01110 L.= M ANTS ARCHITECTS N1ERC DESIGNERS (he Edgewater Building 600 Sobth Magroko Avenue Su 150 Tampa, Flor1do 33606 Phone (813) 251-0565 Fax (813) 251-0567 First Union National Bank of Florida ZEPORYHILLS SRANCIA 30421 5T4 AVENUE ZEPHRY1-11LLS, FLORIDA Drawing No./Dote A-3 FUN Oa 34 eL1:76° 0003 5/3/99 44.1.4POwssurpramorr Drawing TitIe/Scule/Drown by ESDL. FURNITURE PLAN SCALE: 1/411:1`-0" REMOVE EXISTING -_. __ _- LIGHT FIXTURES. PROVIDE NEW 2x2 LIGHT FIXTURES L_ EXISTING CEILING TO REMAIN - SCALE, I/4 "•I' -0" - REPAIR t PAINT EXISTING CEILING GRID. REPLACE EXISTING CEILING TILES T REFLECTED CEILING PLAN REPAIR i PAINT EXISTING CEILING GRID. REPLACE EXISTING CEILING TILES �\ N —3 I REPAIR 4 PAINT EXISTING CEILING GRID. REPLACE EXISTING CEILING TILES - - \ REMOVE EXISTING --� LIGHT FIXTURES. PROVIDE NEW 2x2 LIGHT FIXTURES Ei L oi 0 i~ 9 d5 U 1 E f- L u � A REPAIR t PAINT EXISTING // CEILING GRID. REPLACE / EXISTING CEILING "FILES STAIR UP 1 REPAIR 1 PAINT EXISTING CEILING GRID. REPLACE EXISTING CEILING TILES -- REMOVE EXISTING CAN - LIGI -4TING IN THIS AREA REPAIR 1 FAINT EXISTING CEILING GRID. REPLACE EXISTING CEILING TILES_ L_ REPAIR 1 PAINT EXISTING CEILING GRID. REPLACE EXISTING CEILING TILES CEILING MATERIALS LEGEND 5YMBO1- O v NOTE: - ALL CEILINGS , 'O BE SAME A6 EXISTING UNLESS OTNE:RJISE NOTED ON PLANS. ACOUE'T IC TILE 3 5/8" ME rAL STUDS s I'_4" CC. ors 13C.).■ s. MA TING- 'RD C NTERED UAL_ Via 2' - 0" X 2' - 0' ACOUSTICAL PANEL CEILING AND GRID PAINTED GYPSUM BOARD CEILING 2' -0" X 2' -0" FLUORESCENT LIG4 -4T FIXTURE 2' -0' X 4' - 0" FLUORESCENT LIGI -4T FIXTUR RECESSED CAN LIGi -4T FIXTURE SUPPLY AIR GRILLE RETURN AIR GRILLE LINEAR AIR SUPPLY DIFFUSER DE 1 1/2 " = I -1, 2 � 1-o DESCRIPTION I/2 "CsUJ8ON 35 /8 "MTL. STUDS * l' -4" O.C. ACOUSTICAL CEILING I TILE Revisions: I; c /sY" ' OsuTtants: I_EME ARCH TECTS • NJERIN DESIGNERS Iti7 y2/I*z; s 41: 4 V 71 \ 1 6* \ I 4 '8" The Edgewater Building 600 South Magnolia Avenue Sl.a :te 150 Tampa, Flor[do 3.3606 Phone ( 813) 251- 0565 na x (813) 251 -0561 ZEPNRYNILLS BRANCH 38421 STN AVENUE ZEPNRYNILLS, FLORIDA Drawing No. /Dote A- 4 I^3LDC * oso3 First Union National Bank of Florida 5/3/9 FUNE5396 rya 32 Drawing Title /Seale /Drawn by BDL REFLECTED CEILING PLAN SOLE. AS NOTED >e lla aurEanraaIXreeIB n nlmw COUPON BOOTH' DOORS / / PAINTED 2 "x2 " POST • 2' -6 O.C. MAX. PLASTIC LAMINATE - OVER 3/4" PLYWOOD AND 1/2" PLYWOOD BETWEEN 1" x 2" WOOD FURRING ANCHORDED TO POST PAINTED 3/4" PLYWOOD St- +LVES TO E3E NOTCHED AROUND POSTS I" x 2" LIP FURRING -- ANCI•4ORED TO WALL 1.1J/TOG. =BOLTS. SECURE LEG TO SLA=B WANGLE \ CLIP / ■ • ELEVATION TELLER L.INE� T74 :f -o� 111 = 1 1 - gy , 511 1' -6" SECTION ON ( ijSE C T , ".r -011 7- EXISTING FASCIA - N 4'-10 1/2" _- v.I1. 0 -- STEPPED WALL PLASTIC LAMINATE OVER 3/4" PLYWOOD - -USE S/3 TOP TRACK -211 RECESSED PULLS MOUNTED AT TOP SLIDING DOORS 1/2" PLYWOOD ADJUSTABLE SHELF SUPPORTS - PLASTIC LAMINATE OVER 3/4" PLYWOOD -3/4" PLYWOOD BASE BACK SPLASH 2" DIA. HOLE W/ _ PLASTIC GROMMET BLOCKING REMOVABLE BACK USE S/S SLIDING DOOR TRACK WITH BALL BEARING ROLLER GUIDE 3/4" PLYWOOD 2 ADJ. SHELVES WOOD BLOCKING 0 SLIDING DOORS VENT ON SIDE OF CABINET 2" DIA. I-4OLE W/ PLASTIC GROMMET (VERIFY LOCATION) AT EACH STATION \- - EXISTING CEILING T. C4E3INET 1 11 .1' -011 L -1 OVER 3/4" PLYWOOD 1 L-1 OVER 3/4" PLYWOOD L -3 WC - i L -1 OVER 3/4" PLYWOOD TILE BASE CERAMIC TILE 2' -0' PLASTIC LAMINATE ON ALL SURFACES OF SHELF AND BLOCKf•G POWER 4 DATA OUTLETS RECESSED PULLS 3/4" PLY WOOD e EQUAL EQUAL ., EQUAL RUBBER BASE ELEVATION s TELLER LINE .LLLIlt_ 1 ' - T .1 L -2 OVER T _ -- 3 /4" PLYWOOD SECTION 3/ ,- VINYL BASE PROVIDE 3/S BALL BEARING ROLLER GUIDES FOR SLIDING DOORS. 3' -T' 1 ' - /x/� 11 r l i/2" `3/ PLASTIC LAMINATE 7 OVER 3/4" PLYWOOD LLlIIILLi - ELECTRIC/ TELEPHONE/ DATA RACEWAY -2.X UDS WOOD 16 O.C. REMOVABLE BACK PANNEL — VINYL BABE --WOOD BLOCKING C fELEYATION s TELLER LINE � 1/4 "•I 0" 2' -t0" HIGH - \ COUNTERTOP 12" DEEP SHELF 5I-3 CLEAR ENLARCzED TELLEFR LINE I/4 -0 4" E3ACK SPLASH .-_ - BACK 4 SIDES ONLY 10" x 10" ALUIMIN LOUVER -_ \ .1 PAINTED TO MATCH LAMINATE IN KNEESPACE FOR VIDEO EQUIPMENT. -METAL CABINET BEEYOUND f_Lt1L COUPON BOOTHS / BEYOND RUBBER BASE- 3/4" REVEAL r6' -5 3/8" VERIFY IN FEILt ' 3 \ 1x STUD WALL BELOW COUNTER - SPACE C) + .T. AREA L -3 L -3 5' -3" L -1 OVER - - 3/4 ' PLYWOOD L -I OVER 3/4 PLYWOOD L -2 OVER 3/4" PLYWOOD 3 4" PL YWOO D TILE BASE CERAMIC TILE rIIIJtI . HEAD TELLLEF't BEY ON D f 3/4" REVEAL - L -3 / . - T TELLERS / ALL TO BE L - I -- ACCESSIBLE COUNTER TO BE CONSTRUCTEt OF 3/4" PLYWOOD WITH MATCHING PLASTIC LAMINATE METAL UNDER COUNTER CAB. BY OWNER (TYP.) EL. 4' -5 3/4" APP. - VARIES IN NIGH BLOCKING EL. 4 -3" APE. / /////7 EXISTING SOFFIT CAF"' ON c; STEF FED W4L_L-S 3 11 = 1T : - �II s m r 2 1/4" I' -0" r PLASTIC LAMINATE - OVER 3/4" PLYWOOD L -1 3/4" - -WC I VINYL E3A8E MITER ALL CORNERS JJ - -L -2- ( 3 E L - YAT I ON - - -3/4" REVEAL L -3 3 5/8" METAL STUDS WITH 1/2" G.W.H. $ 16" O.C. — VINYL 346E -WOOD BLOCKING l� SECTION 1 =1 7/ /.L I111111� EXISTING VENTS TO REMAIN L -1 OVE 3/4" PL'rWC'OD 4' -5" .61,f _ p�ROVID REMOVABLE BACK PANNEL 111 71_pll —ELECTRIC/ TELEPHONE/ DATA RACEWAY NOTCHED 2 X h • "VERTICAL. REVEAL. RETU5N I3ASE TEz %DES (SEE ELEV. 2 /4-5) TILE 1:3 A6E -SNIT ABOVE / TELLER LINE PROVIDE FULL LENGTH DIVIDER E3E1 -I NIp TELLER LINE ALL ''0 I3E L -1 3' -2 2 11ETAL UNDER COUNTER - / EXISTING TO BE EELE CTROSTATICALY PAINTED E 3L ACK _11 SLOT EDGE TO_ RECEIVE GLASS (L -3) 3/4" REVEAL 1(I1ItL 26' -I1" CLEAR 2'' ONE PEICE 3/4" TEMP. .. -._. GLASS ROUND ALL EDGES L -1 PLASTIC-- - LAMINATE 3' -1" ( VERIFY WITH BANK EQUIPMENT) 2" DIA. HOLE LW/ PLASTIC L ROMMET ( RIFY OCATION) AT EACH STATION RECESSED PULLS DIRECT LINE AREA PROVIDE A DIVIDER TO SEPARATE TELLERS ALL TO BE L-1 1 ■ L I r 4 11 I/2 rrrriri �r ,m SLIDING DOORS -. vINYL BASE (" / - 3/4" PLYWOOD DIVIDERS . E - VERTICAL SUPPORT BEYOND BY BANK EQUIP. MANUFACTURER - E=XISTING ME TAE. UNDER COUN R CAE3. (TYP. � HADED) 3' -`311 3' -211 PROVIDE A I' -1 "- ' SACK SPLASH w COUNTERS } TO BE L -1 10� in / / / //,/ RESTROOM DOOR' SECTION 1 1/2 =1' - 0" 1 4' a PLYWOOD W/ PLASTIC LAMINATE (TY P.) RUBBER BASE 3 1 -- PROVIDE 6/S BALL PEARING ROLLER GUIDES FoR SLIDING DOORS. Notes: Revisions: Consultants: row L.= M E NTS ARCHITECTS •INTERIOR DESIGNERS mows 4 4t* 00 N! 4 . 0' 1 1 / I „.0• It A *44••`1 % %1 \#. I" A -5 he Edgewater E3u;Iding 600 youth McgnoHo , Avenue Suite 150 Totnpo, FIor 33606 'hone ( 813) 251 -0565 Fax (813) 251 -0567 ZEPNRYNILLS BRANCH 3,0421 5T1-1 AVENUE ZEF'HRYHILLS, FLORIDA Drawing No. /Date FUNE3996 Drawing Title /Scale /Drawn by 15E%. ELEV. AND MILLWORK DETAIL SCALE: AS NOTED eLPG" 08273 First Union National Bank of Florlda 3/3/99 --- .__ r , - ----2,- „..,._,.> , x \K/ [/ X 1 EXIST. REF. _ .. , . i - Wr , - - -- ...- ./.... - - - .zz 3'-e" "f0 CENTER OF SLOT. 1'-6" 1--- ,ELEVAT ION 1")i" ; PLASTIC LAMINATE - ON 3/4" PLYWOOD COLOR TO rIATc44 OurwAcE. INSIDE FACE OF PLASTIC LAMINATE -6. 3"x6" OPENING IN COUNTER TOP WITH SKIRT TO OWNER SUPPLIED TRASH CAN. (TYP. SO4 siDEB) 0 , SECTION C1.13" 0" 3'-0" CECK, 3/4" REVEAL-- TO BE L-3 3'-0" -KNF.E 1/4" SPACE NOTES CABINET MAKER la RESPONSIBLE TO DESIGN SUPPORTS FOR MIDDLE COUNTER - IF NECESSARY CONSULT ARCH, DURING SHOP DRAWINGS PHASE. MIDDLE COUNTER SHOULD SUPPORT 300" 7s / PROVIDE "ALLYN DATE-WRITE VENTURE SERIES" MODEL 61'12 OR "MATEL 2000 SERIES" MODEL PCP2112 - SINGLE SIDED FLAT BLACK PEN/ CALENDAR SET WITH 30" CORD. PROVIDE REINFORCEMENTS BETWEEN OPENINGS. l'-6" PROVIDE BLOCKING BETUEEN OPENING 1 _ 2.7127.1 .71= Z. . 1 ■O -- DOOR WITH PUS1-4 LATCH E- PLASTIC LAMINATE ON 3/4" PLYWOOD 3 1 1 <c3 E3ROUC SLOT F-IURE ( YP. BOTH SIDES) 1- WfRIT INCI STAND PLAN 4' • PROVIDE SHUT FOR WASTE *01 1 , 76 „ rIt X 3 1".1' -0" SECTION 3/4" REVEAL TO BE L-3 L-2 L L-1 -PLASTIC LAMINATE 3/4" PLYUJOOD -3/4" PLYWOOD WITH L-I SKIRT L-1 L .„.44:e :" ON:2= • 40 4•41,0',1•■•■•• ■•• APAr amilr■41.40•41•41P . S I 1 • . 4/41PIA• 041•41141,00.04 411•41• 03, WASTE REC. 6 \ -KNFE SPACE REMOVABLE BASE PANEL- SCREW ATTACI-4E D TO WEIGHTED SASE FILL BASE CAVITY WITH -- PARTICAL BOARD AS REQUIRED TO RESIST OVERTURN WALL BEYOND , NOTES QUEUING LINE SOCKET POSTS 4 RIGID POSTS BY OWNER CONTACT ELEMENTS e (813) 251-0565. CONTRACTOR RESPONSIBLE FOR INSTALLATION 4 ASSEMBLY OF QUEUING LINE COMPONENTS. PROVIDE 3/4" )( 3/4" REVEAL WITH PLASTIC LAMINATE TO MATCH CABINET SEE DET. 15/4-6 FULL HEIGHT BACK SPLASH BACK ONLY NO BACK SPLASH ON SIDES , I ON fo LOUNGE 3/4" PLYWOOD -4 • SHELF W/ PLAS. LAM. ALL SIDES ADJUSTABLE SI4ELF HARDUJARE 1 ELEVATION COFr/FAX 1/4"•1-0" -- -1 L-1 2 x 4 WOOD BLOCKING ---3/4" REVEAL TO BE L-3 7 SIGNAGE FRAME WITH ADAPTOR / END CAP LAVI INDUSTRIES "1100V TYPICAL IN THREE LOCATIONS TO BE COORDINATED um-4 ClINEfR 4'-0" - 2' O DECORATIVE BRASS PlIFE. 7-DECOR.ATIVE BRASS / SOCKET SET IN NON- / SHRINK GROUT. ENTIRE SOCKET SHALL BE ON TILED AREA %Net aFESILE) gfZg - ELEC. OUTLETS FOR COFFEE MARKER ELEC. POWER FOR MICROWAVE -- 3/4" PLYWOOD SHELF W/ PLAS. LAM. ALL SIDES ADJUSTABLE SHELF HARDWARE PROVIDE 3/4" x 3/4" REVEAL WITH PLASTIC LAMINATE TO MATCH CABINET SEE DET. 15/4-6 1 CABINET CONST. TO BE FLUSH NO RevEAL 1 9 r 00 WRAL1E JOINTS. -FULL HEIGHT BACK SPLASH E! ONLY NO BACK SPLASH ON SIDES SECTION ELEC. ABOVE COUNTER DATA BELOW COUNTER \ L-1 (HOR.) L-2 (VERT) 3/4" PLYWOOD WTI-4— P1. ON ALL EXPOSED SURFACE. ••• SECTION 0, r i) - L-1 L-1 - t L-1 ....... 1■11■111., 1' 2'-1" E LEVATION 111111 111.11101111h 11111.11.11N. 116 FINISH ON ALL EXPOSED SURFACES AND EDGES t. 3/4" PLYWOOD ON MQUNTFNc CL VINO' 645E -- F3EYCND 1/4" 1 1/4" SECTION 14.1T.z. L-2 ev4 - 3/4" PLYWOOD WI T H PLASTIC LAMINATE ON ALL EXPOSED OUR:FACE. ! 4 0" FREE -STANDING O *: COOL ER --PAINTED GYPSUM 6Q 4R - -3/4" PLYWOOD W/F'LAS. LAM. - 3 131D TOP 1 ALL EDGE TRIM --VINYL 64E BEYOND -BASE 3/4" PLYWOOD ON MOUNTING CLIPS MOUNTING BLOCKING AT SIDE WALLS dc2.1.F.a. BLOCKING MUST NOT BE SEEN FROM STANDING POOTITION 6i-0" IN FRONT OF COUNTER =DA 3/ 1." PLYWOOD WITH r.)._ ON ALL EXPOSED SURFACE. RfiMOVABLE E34SE PANEL- SCREW TACHED TO WEIGHTED E5,V3E MACK PLASTIC ------ AMINATE BASE 1 4E041•411•41WOW■Wil• GYP. BD. SOFFIT ---- - AND FASCIA (TYP.) WC-1 WERE NO1 ED 2 x 4 WOOD BLOCKING P.L. BASE CABINET CONST. SHALL 1-4AVE FLUSH JOINTS FROM DOOR TO DOOR 1 DOOR TO DRAWER L-1 L-1-- rump " 11 TVL SECT ION BLOCKING --- SPOUT i-IEIGHT AND KNEE CLEARANCE 1 2 1/2" Ice)" 7-BLOCKING I 1/4" L-1 - - - - L-2 ' m FINGER TIP PULLS AT ACCESS DOOR WITH 4-4 PRESSURE ACTIVATED MAC. LATCH. 4.— -FILL E3ASE CAVITY WITH PARIICAL BOARD AS REQUIRED TO RESIST OVERTURN 1 -EQUIPtlENT PERS 1 IN SHADED AREA V-- z , PROVIDE 3/4" x 3/4" REVEAL WIT-4 PLASTIC LAMINATE TO MATCH CABINET. TOP 1 SIDES AS REQUIRED ---- PLASTIC LAMINATE OVER 3/4" PLYWOOD ,- ADJUSTABLE SHELF / SUPPORTS r-- -4" BACK SPLASH - / PLASTIC LAMINATE OVER 3/4" PLYWOOD /--- -- 2" DIA. I-EOLE PLASTIC GROMMET METAL DRAWER GUIDES EACH SIDE FULL EXTENSION 15° RATED ELECJDATA BOX ADJUSTABLE 81-4ELF SUPPORTS F AZT 1 ` ALL EXPOSED SURFACES _-- 3/4" PLYWOOD LAMINATE TO M A TC4-.4 CABINET -- CABINET coNat SHALL HAVE FLUSH JOINTS FROM DOOR TO DOOR 4 DOOR TO DRAWER Notes: Revisions: Seal: ConsuItant7s: First Union National Bank of Florida ZEPHRYNIL LS E3FRANCN 38421 51'1-4 AVENUE ZEF'HRY1--41L. LS, FLORIDA Drawing No,/Date A-6 E. I E. M E NTS The Edgewater E3uilding 600 South Magnolia Avenue Sute 150 Tampa, Florida 33606 Phone c813) 251 Fax (613) 251-0567 FUNEia960a 81 Drawing Title/Scale/Drown by ELEV, & DETAILS SCALE: AS NOTED BLDG 0 3 5/3/99 E3DL .../ . — 7 x \K/ [/ X 1 i - Wr - - - ----- /, .zz 3'-e" "f0 CENTER OF SLOT. 1'-6" 1--- ,ELEVAT ION 1")i" ; PLASTIC LAMINATE - ON 3/4" PLYWOOD COLOR TO rIATc44 OurwAcE. INSIDE FACE OF PLASTIC LAMINATE -6. 3"x6" OPENING IN COUNTER TOP WITH SKIRT TO OWNER SUPPLIED TRASH CAN. (TYP. SO4 siDEB) 0 , SECTION C1.13" 0" 3'-0" CECK, 3/4" REVEAL-- TO BE L-3 3'-0" -KNF.E 1/4" SPACE NOTES CABINET MAKER la RESPONSIBLE TO DESIGN SUPPORTS FOR MIDDLE COUNTER - IF NECESSARY CONSULT ARCH, DURING SHOP DRAWINGS PHASE. MIDDLE COUNTER SHOULD SUPPORT 300" 7s / PROVIDE "ALLYN DATE-WRITE VENTURE SERIES" MODEL 61'12 OR "MATEL 2000 SERIES" MODEL PCP2112 - SINGLE SIDED FLAT BLACK PEN/ CALENDAR SET WITH 30" CORD. PROVIDE REINFORCEMENTS BETWEEN OPENINGS. l'-6" PROVIDE BLOCKING BETUEEN OPENING 1 _ 2.7127.1 .71= Z. . 1 ■O -- DOOR WITH PUS1-4 LATCH E- PLASTIC LAMINATE ON 3/4" PLYWOOD 3 1 1 <c3 E3ROUC SLOT F-IURE ( YP. BOTH SIDES) 1- WfRIT INCI STAND PLAN 4' • PROVIDE SHUT FOR WASTE *01 1 , 76 „ rIt X 3 1".1' -0" SECTION 3/4" REVEAL TO BE L-3 L-2 L L-1 -PLASTIC LAMINATE 3/4" PLYUJOOD -3/4" PLYWOOD WITH L-I SKIRT L-1 L .„.44:e :" ON:2= • 40 4•41,0',1•■•■•• ■•• APAr amilr■41.40•41•41P . S I 1 • . 4/41PIA• 041•41141,00.04 411•41• 03, WASTE REC. 6 \ -KNFE SPACE REMOVABLE BASE PANEL- SCREW ATTACI-4E D TO WEIGHTED SASE FILL BASE CAVITY WITH -- PARTICAL BOARD AS REQUIRED TO RESIST OVERTURN WALL BEYOND , NOTES QUEUING LINE SOCKET POSTS 4 RIGID POSTS BY OWNER CONTACT ELEMENTS e (813) 251-0565. CONTRACTOR RESPONSIBLE FOR INSTALLATION 4 ASSEMBLY OF QUEUING LINE COMPONENTS. PROVIDE 3/4" )( 3/4" REVEAL WITH PLASTIC LAMINATE TO MATCH CABINET SEE DET. 15/4-6 FULL HEIGHT BACK SPLASH BACK ONLY NO BACK SPLASH ON SIDES , I ON fo LOUNGE 3/4" PLYWOOD -4 • SHELF W/ PLAS. LAM. ALL SIDES ADJUSTABLE SI4ELF HARDUJARE 1 ELEVATION COFr/FAX 1/4"•1-0" -- -1 L-1 2 x 4 WOOD BLOCKING ---3/4" REVEAL TO BE L-3 7 SIGNAGE FRAME WITH ADAPTOR / END CAP LAVI INDUSTRIES "1100V TYPICAL IN THREE LOCATIONS TO BE COORDINATED um-4 ClINEfR 4'-0" - 2' O DECORATIVE BRASS PlIFE. 7-DECOR.ATIVE BRASS / SOCKET SET IN NON- / SHRINK GROUT. ENTIRE SOCKET SHALL BE ON TILED AREA %Net aFESILE) gfZg - ELEC. OUTLETS FOR COFFEE MARKER ELEC. POWER FOR MICROWAVE -- 3/4" PLYWOOD SHELF W/ PLAS. LAM. ALL SIDES ADJUSTABLE SHELF HARDWARE PROVIDE 3/4" x 3/4" REVEAL WITH PLASTIC LAMINATE TO MATCH CABINET SEE DET. 15/4-6 1 CABINET CONST. TO BE FLUSH NO RevEAL 1 9 r 00 WRAL1E JOINTS. -FULL HEIGHT BACK SPLASH E! ONLY NO BACK SPLASH ON SIDES SECTION ELEC. ABOVE COUNTER DATA BELOW COUNTER \ L-1 (HOR.) L-2 (VERT) 3/4" PLYWOOD WTI-4— P1. ON ALL EXPOSED SURFACE. ••• SECTION 0, r i) - L-1 L-1 - t L-1 ....... 1■11■111., 1' 2'-1" E LEVATION 111111 111.11101111h 11111.11.11N. 116 FINISH ON ALL EXPOSED SURFACES AND EDGES t. 3/4" PLYWOOD ON MQUNTFNc CL VINO' 645E -- F3EYCND 1/4" 1 1/4" SECTION 14.1T.z. L-2 ev4 - 3/4" PLYWOOD WI T H PLASTIC LAMINATE ON ALL EXPOSED OUR:FACE. ! 4 0" FREE -STANDING O *: COOL ER --PAINTED GYPSUM 6Q 4R - -3/4" PLYWOOD W/F'LAS. LAM. - 3 131D TOP 1 ALL EDGE TRIM --VINYL 64E BEYOND -BASE 3/4" PLYWOOD ON MOUNTING CLIPS MOUNTING BLOCKING AT SIDE WALLS dc2.1.F.a. BLOCKING MUST NOT BE SEEN FROM STANDING POOTITION 6i-0" IN FRONT OF COUNTER =DA 3/ 1." PLYWOOD WITH r.)._ ON ALL EXPOSED SURFACE. RfiMOVABLE E34SE PANEL- SCREW TACHED TO WEIGHTED E5,V3E MACK PLASTIC ------ AMINATE BASE 1 4E041•411•41WOW■Wil• GYP. BD. SOFFIT ---- - AND FASCIA (TYP.) WC-1 WERE NO1 ED 2 x 4 WOOD BLOCKING P.L. BASE CABINET CONST. SHALL 1-4AVE FLUSH JOINTS FROM DOOR TO DOOR 1 DOOR TO DRAWER L-1 L-1-- rump " 11 TVL SECT ION BLOCKING --- SPOUT i-IEIGHT AND KNEE CLEARANCE 1 2 1/2" Ice)" 7-BLOCKING I 1/4" L-1 - - - - L-2 ' m FINGER TIP PULLS AT ACCESS DOOR WITH 4-4 PRESSURE ACTIVATED MAC. LATCH. 4.— -FILL E3ASE CAVITY WITH PARIICAL BOARD AS REQUIRED TO RESIST OVERTURN 1 -EQUIPtlENT PERS 1 IN SHADED AREA V-- z , PROVIDE 3/4" x 3/4" REVEAL WIT-4 PLASTIC LAMINATE TO MATCH CABINET. TOP 1 SIDES AS REQUIRED ---- PLASTIC LAMINATE OVER 3/4" PLYWOOD ,- ADJUSTABLE SHELF / SUPPORTS r-- -4" BACK SPLASH - / PLASTIC LAMINATE OVER 3/4" PLYWOOD /--- -- 2" DIA. I-EOLE PLASTIC GROMMET METAL DRAWER GUIDES EACH SIDE FULL EXTENSION 15° RATED ELECJDATA BOX ADJUSTABLE 81-4ELF SUPPORTS F AZT 1 ` ALL EXPOSED SURFACES _-- 3/4" PLYWOOD LAMINATE TO M A TC4-.4 CABINET -- CABINET coNat SHALL HAVE FLUSH JOINTS FROM DOOR TO DOOR 4 DOOR TO DRAWER Notes: Revisions: Seal: ConsuItant7s: First Union National Bank of Florida ZEPHRYNIL LS E3FRANCN 38421 51'1-4 AVENUE ZEF'HRY1--41L. LS, FLORIDA Drawing No,/Date A-6 E. I E. M E NTS The Edgewater E3uilding 600 South Magnolia Avenue Sute 150 Tampa, Florida 33606 Phone c813) 251 Fax (613) 251-0567 FUNEia960a 81 Drawing Title/Scale/Drown by ELEV, & DETAILS SCALE: AS NOTED BLDG 0 3 5/3/99 E3DL ROOM R ROOM W - - WALL 0 C CE IL [NG NW N NE S SE S SW M MATERIAL F FINISH - - - - - - - - STAIRS 1 10) - - - - I STORAGE ROOM 0 02 V VC 1 0 0- 5 P — T ACT-1 - - - - * *P-1 TO E3E SEMI-GLOSS FINANCIAL SPECIALIST 1 103 C C-1 B B-1 P P-4 P P-4 P P-4 P P-4 A ACT-1 - - - - FINANCIAL SPECIAL If3T 1 104 C , . !-4 P P-4 P P-4 4 4CT-1 - - - . FINANCIAL S P E C I A L I S T 1 1 05 C- 1 E E3-I P P - 4 P P-4 P P-4 P P - 4 A ACT - 1 - - - - ELEVATOR 1 106 - - - - - - - - - _ _ _ _ - - - ENTRY 1 101 -.. -- 'm _ E E3 - 2 - - P P - 4 P P-4 - - A AC - - T - 'STAIRS 1 .. _ - FINANCIAL SPECIALIST 1 5-1 ' P.I.C./ DI RECT LINE I Ile) 1 1 I _ 1\ � 1 16 \ B-1 P P-4 P P-4 P P-4 p p- A ACT - 1 L Gees( H HI 5 AC f- 1 - VALIL t 1 112 c- I s s- 1 F - - - CASH ROOM 1 113 C-2 B B -1 p p- 4 ' '-4 P P 4 P P- 4 A ACT -1 I I • - C ASH ROOM 1 114 C-2 0 0- I P P - 4 P P- 4 P P-4 P P-4 A ACT-1 . . - - 5-1 J UJC - 1 A COUPON BOOTH -4 1 1 I6 C-1 B B- I P P- 4 F F)- 4 P P - 4 P P -4 A ACT - 1 - - '-4 P • COUPON E300 TH 1 ACT - I • SUPPL IE 5/ DATA I III VC T - 1 B B-5 F ( V V ACT - I - - T TO BE SEMI-GLOSS 1-4EAD TELLER 1 120 C-2 5 5- 1 W WC-1 W WC-2 W WC-1 U UJC - 2 A ACT - I TELLER LINE 1 121 c-2 6 6-1 W WC-2 A ACT - I - - JANITOR CLOSET 1 122 v vCT-1 1 15-5 i i l I IL I CL 7 ACT- I - - 8 8' -' * * P-1 TO BE SEMI-GLOSS LOUNGE 1 123 V B-5 A ACT- I - - WOMEN 1 124 V VCT-I E El' 5 P P-4 P P-4 P P-4 p p-4 A ACT- I - - riEN I I 2 5 V S- 5 P P-4 P P-4 r ACT-1 - EV • 0" CORRIDOR 1 126 C-I 5 5-1 I I 1 Q- , I _ 1 � ' I . II ACT-1 0 - 0 .. 0 „ EQUIPMENT 1 - - - COPY/FUTURE ATM 1 12a VCT S ACT-1 - - 0 0" * * P -I TO BE e>Et'l I - GL 068 D I RECT L (NE 1 125 C - i E E3 - I W WC- I DOOR FRAME Fin HARDWARE SYT SIZE UNDER DETAILO A-1_ RAtING eel' KEySIDE REMARKS MARK ILIIDTI-4 11-4EIGNT 'THICK MAT TYPE GLAM. CUT MAT T LABEL NO SPACE 1 - 3 EXISTING LEVER HARDWARE TO REMAIN - SEE SrECIFICATION 4 3' • I 3/4 1.1.1 1 1 - - 1 M - 4 3 1 - - - PAINT DOOR 4 FRAME P PANT DOOR i FRAME P-2 EXISTING LEVER HARDWARE TO REMAIN - SEE SPECIFICATION DOOR'S 5, 6, 1 4 10 . - - 11 3 0" 1' - V 1 3/4 W 2 - - ALUM, - - - - PAINT DOOR 1 FRAME P-2 12 3' l' 1 3/4 U.) 2 - - 44u1 . - - - - _ . - PAINT DOOR 1 FRAME P-2 13 EXITING LEVER HARDWARE TO REMAIN - SEE SPEC IF ICAT ION PANT DOOR 4 FRAME P-2 3/4 U.1 1 - - M - 4 3 - - - 'PAINT DOOR it FRAME P 16 3'- 0" i' -0" 3/4 U.) 1 - - M - 4 3 - - - - PAINT DOOR t FRAME P - 2 1 3'-0" T-0" 3/4 W 1 - - t-1 - 4 3 - - - PAINT DOOR 4 FRAME P-2 a 3 T 1 3/4 W - - M - 4 3 - - - - PAINT DOOR 4 FRAME P-2 19 3' l' 3/4 U) 1 - - M - 4 3 , - - - PAINT DOOR 1 FRAME P-2 F ' 20 3' -0" i.�r 1 3/4 UJ 1 - - M - 4 3 - - - - PAINT DOOR A FRAME P-2 21 3'-0" T-0" 1 3/4 W 1 - - M - 4 3 - - - - PAINT DOOR 1 FRAME P-2 22 3 T 1 3/4 W 1 - - M - 4 3 - - - - PAINT DOOR 4 FRAME P-2 23 1 3/4 1.11 1 - - M - 4 3 - - - - PANT DOOR 4 FRAME P - 2 24 EX 1ST ING LEVER HARDWARE TO REMAIN - SEE SPECIFICATION -- :I - T� 25 ---- --- r 3 ' - 0" 1 1 3/4 UJ 1 1 - M - 4 3J INT DOOR 4 FRAME P-2 YMBOL TOILET ACCESSORIES RECESSED PAPER TOWEL DISF'ENSER/ 1 WASTE RECEPTACLE 2 MIRROR 3 GRAB BAR 4 TOILET TISSUE DISPENSER 5 SOAP DISPENSER anamnimammumwinuineumenenuntworntannzamits"wenne RUBBER BASE • ELEVATION MEN'S 125/ WOMEN'S 124 . 2 MEN n_HANDICAP SIGNAGE SCALE: 1/4 1 NO - ES. SEE SHEET A-1 DOOR TYPE "1" rota DETAILS ." • • , „ , , - • . ETTERS AND NUMERALS Si-AL_ BE RA 5ED .32 N. UP CASE. SANS SERF O SE SE 4N S4LL E3E ACC..04N'ED E3 ,O3 R 4 D F. 2 E3RAIL 2. RAISED (.--1-ACTER'S - C.1 Bur NO H•G4-.+ER I 2. 3. LE.TTERS AND NuIs SL -4YE R4TIO BETIwEEN 3:5 AND ' AND 5 RA BE'wEEN AND '.'0 4. RA E R AND 5'7' 5 OONTRAS wI TE BACXC.IRO.,,ND - C... ON DARK BA0KROi,ND, OR D 4RK C...AR.4(._27ER5 ON 4 _711-4T BACKGROjND. 5. !(2. 5I--4ALL EC‘<uIvALEN vERE3AL DE5OR EC-T BELOW TE BORDER D;hrENSION POE2 P (2.706R 5H+& e, • Wi-ERE '''ER1 . DENT OAON S r=R(..)V ;=OR OOr AND SPACES. 5 CINS S--- E NS'ALLEID ON E ADJACENT wALL O Ti-4E 4r 5'DE OF "ri-4E DOOR. ERE ■-■ ERE I5 NO WALL_ SPACE ON E 'DE OF DOOR, SIGN 5+-44LL BE PLACED ON NEAREST ADJACENT a LL E r0 N 4E30 /E FLOOR - TO l'E CENTERL, NE OF T SIGN - SOLID CORE WOOD DOOR FLU-4 t FRAME PAINT GRADE I-4OLLOU.1 METAL FRAME WHERE NOTED " kQ LLQW METAL FRAME L OW ME 4L FRAME SOLID CORE 1100D / DOOR FLUSH PAINT GRADE o : z ' , DOOR TYPE '2" I 3/4" 2 1/4" 4 , 5 3/4" 6 3 1 05 - :T1 • a RUBBER BASE = al 2 --- E 1/4" TEMPERED nt_486 3/4" IDE 3"•1'-•0" (.4 -J,,6 ETAIL ,M1E3 D 3 =I- •0" C* MEN'S 125/ WOMEN'S 124 CAULKING SOT 1-4 SIDES. PRESURE TEAT WOD BLOCKING SOLID CORE WOOD DOOR CAULKING BOTH SIDES. PR,ESURE TREATED WOOD BLOCKING ALUMINUM FRAME TO M4TC-4 EXISTING 11 I t-----FRAME TO BE FLL454-4 UJI G.U.J.E3. TO MATCH EXISTING r ROOM FINISH SCFIEDULE NA___,L NOTES, I. ALL PANE D DOORS, FRAMES, STORAGE 63 AND TRIM SEMI ENAMEL AS SPEC'D. ON DOOR SCIEDULE. 2. IN AREAS U.A GRID 15 TO REMAIN, PAINT GRID 4 R.EF'L ACE CEILING TILES AS SPECIFIED. GRID TO BE PAINTED WITH ONE COAT PRIMER-TIGHT GRIP AND TWO COATS OF LATEX (L0-UT). 3. V.C.T. TO BE INSTALLED IN 4 E3ASKETWEAVE PATTERN. DOOR SCHEDULE GENERAL NQI_E 1. CONTACTOR TO REUSE EXISTING LEVER TYPE HARDWARE ON ALL NEW DOOR& AS REQUIRED. SEE SPEC. BOOK FINISH LEGEND (Metro Scheme) SYME301- DESC PRODUCT C-1 CARPET C-2 CARPET C-3 C-4 CARPET BORD E R M-I WALK-OFT MAT T-2 3 P - P - 3 P-4 L T - 4 WALL TILE B-1 RUBBER BASE F3-2 GENERAL TILE ESA8E t. -2 L - 3 68 - ACT - I ACT-2 111111411 CARPET BORDER FLOOR TILE AV21 - CHAMBORD - 12" X 12 GROUT t KER2 00 .05 CHAMOIS ACCENT •_488 - BLACK PEARL - 12" X 12" FLOOR TILE B-3 RE STROOM TILE BABE B-5 RUBBER ASE *S, INT - 1.SENERAL P RIM 1 'A INT - IL 1NG 1 'A INT - ;'_OL ATONE 1'LASTIC 1 AMINATE 'LASTIC LAMINATE f 1- AST IC 1 AM NATE ALT f AST IC L-3 LAMINA I 5 L - 4 F 'L AST IC L AM INATE eof...1r) eLIF:FACING 4CQUOTICAL c LG. TILE COLIOTICAL C LG. TILE kLE : OOR HARDWARE DUET - BASS - 6 02 12 - 12550 DUET SPEC 6 • TRIO - TRI-CHARCOAL - 60215-15590 TRIO SPEC 6* SOLO - GOLD - SOLO SPEC 6 SOLO - CHARCOAL - 02 - 05556 OPEC 6 BERBER - CHARCOAL "K.114 MEXICAN SAND 4-1/4" x 4-1/4" GROUT: KER200 0 41 IRISH CREAM "49 BEIGE (4 1/2" TIGHTLOCK) "AV22 FUNE3 4" x 12" CHAMBORD 5-4 .UOOD BASE 5/8" 3 PRE-MANUFACTURED STAINED TO MATCH OWNERS FURNITURE •43 BEIGE (4" COVE) WC- I VINYL W/C - •AZ501I6 - MEDLEY SENERAL L -2 VINYL W/C - • AZ25003I - MEDLEY ACCENT LL; VINYL UJ/C - CERES • ' - OYSTER 5ASIC •Sw1cre6 - TURRET TAN SHEEN TO BE SEMI -GLOSS .13W1015 ORIGAMI 1/1-411E •:N - 00561B 2022 - BRUSHED 4 L UM NUM (FOR REVEAL OURFACEO) .13 BLACK TEXTURED (FOR REVEAL SURFACES) "6-2-19T BEIGE (FOR TOILET PARTITIONS) BURET AMBER (OR COUNTERT SURFACES) C.IYP 5(8" G WB. TO BE PAINTED P - 3 ROUND TOP BUILT -UP 5,485 TO MATCH 4 1:›K.315 FINISH TO BE BRUSHED CHROrE .1) NUM I '' MINIBL IND '1311 BLUSH GRAY T' "ZE TrENT 2x2 TEGULAR (PUBL(C AREAS) USG OR ECLIPSE (USG) OR SOFTONE CASHMERE (CELOTEX) CELOTEX 2x4 TEGUL AR SCORED TO 7 x2 (NON-PUBLIC AREAS) USG OR ECLIPSE. (USG) OR S.OFTONE CASHMERE (CELOTEX) CELOT EX WIE T1-410 F I NI L EGEND IS GENERAL AND NOT SPECIFIC TO THIS PROJECT. IF SPECIFIC; SYMBOLS ARE NOT FOUND ON THE PLANS, EL EVAT IONS, AND DETAILS IT IS NOT 1.16E D C.Asi THIS FROJECT. ( . 7 4ENEFRAL NQY - PROVIDE BLOCKING SEND TOILET ACCESSORIES. BLOCKING TO BE 2 x MATERIAL - INSULATE ALL PIPING E3ELCUJ HANDICAPPED ACCESSIBLE LAVATORIES INCLUDING P-TRAPS WITH NANDI LAV-GUARD INSULATION KIT NO. 102 MADE 3Y TRIJEBRO CO. (203) EV15-2%5 OR MCGUIRE PRO-WRAP. VELCRO AND TWIST TIE JOINTS NOT ACCEPTABLE. ONAW SHAW MATS, INC. CROSSVILL MAPEI FLOOR TILE •4360 - MAPLE SUGAR - 12" X 12" CROSSVILLE CROSSVILLE DAL-TILE MAPE T- 5 RE &TXI •DK32O M A RBI. E 2" x 2" DAL-TILE FLOOR TILE GROUT: KER10 ‘ IRISH CREAM MAPEI VCI-1 VINYL COMP. ESSENTIALS - 101 BISQUE MANN NGT ON TILE JOHNSON I TE CROSSVILLE DAL -TILE JO-NOON! TE SYMPHONY SYMPHONY KOROSE AL •E3W1088 - ONLY NATURAL SHERWIN SHEEN TO BE EGGSHELL UNLESS NOTED OTHERUGE WILLIAMS SHERWIN WILLIAMS SHERWIN LUILL IAMS ZOLATONE 'ES-6-2T CHARCOAL ESSENCE NE V AM AR (FOR COUNTERTOP e4.1KFACES) 'kV-8-365T CRACKL IN STONE NEVAMAR (FOR VERTICAL SURFACES) FORMICA NE VAMAR NE V4J COR I AN LEVELOR Notes: Revisions: Sal: Consuftonfi: F Manama 1111011.111101 M E NITS ARCAMECTS • NTEPICR DESIGNERS I.he Edgewater BuHding 600 South Mcmgnolo Avenue 33606 tompa, P h one 813) 25' -0565 Fax 813) 251-0567 First Union National Bank of Florida ZEFDkRY-4ILLS BRANCH 30421 5TH AVENUE ZEP4Y1-11LLS, FLORIDA Drawing No./Date 5/3/gg A-7 FUNE1e6 Oa 11 BLDG. 0E303 Drawing Title/Scale/Drown by SOL BATHROOM ELEV. & SCHEDULE SCALE: 46 NOTED YMBOL TOILET ACCESSORIES RECESSED PAPER TOWEL DISF'ENSER/ 1 WASTE RECEPTACLE 2 MIRROR 3 GRAB BAR 4 TOILET TISSUE DISPENSER 5 SOAP DISPENSER anamnimammumwinuineumenenuntworntannzamits"wenne RUBBER BASE • ELEVATION MEN'S 125/ WOMEN'S 124 . 2 MEN n_HANDICAP SIGNAGE SCALE: 1/4 1 NO - ES. SEE SHEET A-1 DOOR TYPE "1" rota DETAILS ." • • , „ , , - • . ETTERS AND NUMERALS Si-AL_ BE RA 5ED .32 N. UP CASE. SANS SERF O SE SE 4N S4LL E3E ACC..04N'ED E3 ,O3 R 4 D F. 2 E3RAIL 2. RAISED (.--1-ACTER'S - C.1 Bur NO H•G4-.+ER I 2. 3. LE.TTERS AND NuIs SL -4YE R4TIO BETIwEEN 3:5 AND ' AND 5 RA BE'wEEN AND '.'0 4. RA E R AND 5'7' 5 OONTRAS wI TE BACXC.IRO.,,ND - C... ON DARK BA0KROi,ND, OR D 4RK C...AR.4(._27ER5 ON 4 _711-4T BACKGROjND. 5. !(2. 5I--4ALL EC‘<uIvALEN vERE3AL DE5OR EC-T BELOW TE BORDER D;hrENSION POE2 P (2.706R 5H+& e, • Wi-ERE '''ER1 . DENT OAON S r=R(..)V ;=OR OOr AND SPACES. 5 CINS S--- E NS'ALLEID ON E ADJACENT wALL O Ti-4E 4r 5'DE OF "ri-4E DOOR. ERE ■-■ ERE I5 NO WALL_ SPACE ON E 'DE OF DOOR, SIGN 5+-44LL BE PLACED ON NEAREST ADJACENT a LL E r0 N 4E30 /E FLOOR - TO l'E CENTERL, NE OF T SIGN - SOLID CORE WOOD DOOR FLU-4 t FRAME PAINT GRADE I-4OLLOU.1 METAL FRAME WHERE NOTED " kQ LLQW METAL FRAME L OW ME 4L FRAME SOLID CORE 1100D / DOOR FLUSH PAINT GRADE o : z ' , DOOR TYPE '2" I 3/4" 2 1/4" 4 , 5 3/4" 6 3 1 05 - :T1 • a RUBBER BASE = al 2 --- E 1/4" TEMPERED nt_486 3/4" IDE 3"•1'-•0" (.4 -J,,6 ETAIL ,M1E3 D 3 =I- •0" C* MEN'S 125/ WOMEN'S 124 CAULKING SOT 1-4 SIDES. PRESURE TEAT WOD BLOCKING SOLID CORE WOOD DOOR CAULKING BOTH SIDES. PR,ESURE TREATED WOOD BLOCKING ALUMINUM FRAME TO M4TC-4 EXISTING 11 I t-----FRAME TO BE FLL454-4 UJI G.U.J.E3. TO MATCH EXISTING r ROOM FINISH SCFIEDULE NA___,L NOTES, I. ALL PANE D DOORS, FRAMES, STORAGE 63 AND TRIM SEMI ENAMEL AS SPEC'D. ON DOOR SCIEDULE. 2. IN AREAS U.A GRID 15 TO REMAIN, PAINT GRID 4 R.EF'L ACE CEILING TILES AS SPECIFIED. GRID TO BE PAINTED WITH ONE COAT PRIMER-TIGHT GRIP AND TWO COATS OF LATEX (L0-UT). 3. V.C.T. TO BE INSTALLED IN 4 E3ASKETWEAVE PATTERN. DOOR SCHEDULE GENERAL NQI_E 1. CONTACTOR TO REUSE EXISTING LEVER TYPE HARDWARE ON ALL NEW DOOR& AS REQUIRED. SEE SPEC. BOOK FINISH LEGEND (Metro Scheme) SYME301- DESC PRODUCT C-1 CARPET C-2 CARPET C-3 C-4 CARPET BORD E R M-I WALK-OFT MAT T-2 3 P - P - 3 P-4 L T - 4 WALL TILE B-1 RUBBER BASE F3-2 GENERAL TILE ESA8E t. -2 L - 3 68 - ACT - I ACT-2 111111411 CARPET BORDER FLOOR TILE AV21 - CHAMBORD - 12" X 12 GROUT t KER2 00 .05 CHAMOIS ACCENT •_488 - BLACK PEARL - 12" X 12" FLOOR TILE B-3 RE STROOM TILE BABE B-5 RUBBER ASE *S, INT - 1.SENERAL P RIM 1 'A INT - IL 1NG 1 'A INT - ;'_OL ATONE 1'LASTIC 1 AMINATE 'LASTIC LAMINATE f 1- AST IC 1 AM NATE ALT f AST IC L-3 LAMINA I 5 L - 4 F 'L AST IC L AM INATE eof...1r) eLIF:FACING 4CQUOTICAL c LG. TILE COLIOTICAL C LG. TILE kLE : OOR HARDWARE DUET - BASS - 6 02 12 - 12550 DUET SPEC 6 • TRIO - TRI-CHARCOAL - 60215-15590 TRIO SPEC 6* SOLO - GOLD - SOLO SPEC 6 SOLO - CHARCOAL - 02 - 05556 OPEC 6 BERBER - CHARCOAL "K.114 MEXICAN SAND 4-1/4" x 4-1/4" GROUT: KER200 0 41 IRISH CREAM "49 BEIGE (4 1/2" TIGHTLOCK) "AV22 FUNE3 4" x 12" CHAMBORD 5-4 .UOOD BASE 5/8" 3 PRE-MANUFACTURED STAINED TO MATCH OWNERS FURNITURE •43 BEIGE (4" COVE) WC- I VINYL W/C - •AZ501I6 - MEDLEY SENERAL L -2 VINYL W/C - • AZ25003I - MEDLEY ACCENT LL; VINYL UJ/C - CERES • ' - OYSTER 5ASIC •Sw1cre6 - TURRET TAN SHEEN TO BE SEMI -GLOSS .13W1015 ORIGAMI 1/1-411E •:N - 00561B 2022 - BRUSHED 4 L UM NUM (FOR REVEAL OURFACEO) .13 BLACK TEXTURED (FOR REVEAL SURFACES) "6-2-19T BEIGE (FOR TOILET PARTITIONS) BURET AMBER (OR COUNTERT SURFACES) C.IYP 5(8" G WB. TO BE PAINTED P - 3 ROUND TOP BUILT -UP 5,485 TO MATCH 4 1:›K.315 FINISH TO BE BRUSHED CHROrE .1) NUM I '' MINIBL IND '1311 BLUSH GRAY T' "ZE TrENT 2x2 TEGULAR (PUBL(C AREAS) USG OR ECLIPSE (USG) OR SOFTONE CASHMERE (CELOTEX) CELOTEX 2x4 TEGUL AR SCORED TO 7 x2 (NON-PUBLIC AREAS) USG OR ECLIPSE. (USG) OR S.OFTONE CASHMERE (CELOTEX) CELOT EX WIE T1-410 F I NI L EGEND IS GENERAL AND NOT SPECIFIC TO THIS PROJECT. IF SPECIFIC; SYMBOLS ARE NOT FOUND ON THE PLANS, EL EVAT IONS, AND DETAILS IT IS NOT 1.16E D C.Asi THIS FROJECT. ( . 7 4ENEFRAL NQY - PROVIDE BLOCKING SEND TOILET ACCESSORIES. BLOCKING TO BE 2 x MATERIAL - INSULATE ALL PIPING E3ELCUJ HANDICAPPED ACCESSIBLE LAVATORIES INCLUDING P-TRAPS WITH NANDI LAV-GUARD INSULATION KIT NO. 102 MADE 3Y TRIJEBRO CO. (203) EV15-2%5 OR MCGUIRE PRO-WRAP. VELCRO AND TWIST TIE JOINTS NOT ACCEPTABLE. ONAW SHAW MATS, INC. CROSSVILL MAPEI FLOOR TILE •4360 - MAPLE SUGAR - 12" X 12" CROSSVILLE CROSSVILLE DAL-TILE MAPE T- 5 RE &TXI •DK32O M A RBI. E 2" x 2" DAL-TILE FLOOR TILE GROUT: KER10 ‘ IRISH CREAM MAPEI VCI-1 VINYL COMP. ESSENTIALS - 101 BISQUE MANN NGT ON TILE JOHNSON I TE CROSSVILLE DAL -TILE JO-NOON! TE SYMPHONY SYMPHONY KOROSE AL •E3W1088 - ONLY NATURAL SHERWIN SHEEN TO BE EGGSHELL UNLESS NOTED OTHERUGE WILLIAMS SHERWIN WILLIAMS SHERWIN LUILL IAMS ZOLATONE 'ES-6-2T CHARCOAL ESSENCE NE V AM AR (FOR COUNTERTOP e4.1KFACES) 'kV-8-365T CRACKL IN STONE NEVAMAR (FOR VERTICAL SURFACES) FORMICA NE VAMAR NE V4J COR I AN LEVELOR Notes: Revisions: Sal: Consuftonfi: F Manama 1111011.111101 M E NITS ARCAMECTS • NTEPICR DESIGNERS I.he Edgewater BuHding 600 South Mcmgnolo Avenue 33606 tompa, P h one 813) 25' -0565 Fax 813) 251-0567 First Union National Bank of Florida ZEFDkRY-4ILLS BRANCH 30421 5TH AVENUE ZEP4Y1-11LLS, FLORIDA Drawing No./Date 5/3/gg A-7 FUNE1e6 Oa 11 BLDG. 0E303 Drawing Title/Scale/Drown by SOL BATHROOM ELEV. & SCHEDULE SCALE: 46 NOTED anamnimammumwinuineumenenuntworntannzamits"wenne RUBBER BASE • ELEVATION MEN'S 125/ WOMEN'S 124 . 2 MEN n_HANDICAP SIGNAGE SCALE: 1/4 1 NO - ES. SEE SHEET A-1 DOOR TYPE "1" rota DETAILS ." • • , „ , , - • . ETTERS AND NUMERALS Si-AL_ BE RA 5ED .32 N. UP CASE. SANS SERF O SE SE 4N S4LL E3E ACC..04N'ED E3 ,O3 R 4 D F. 2 E3RAIL 2. RAISED (.--1-ACTER'S - C.1 Bur NO H•G4-.+ER I 2. 3. LE.TTERS AND NuIs SL -4YE R4TIO BETIwEEN 3:5 AND ' AND 5 RA BE'wEEN AND '.'0 4. RA E R AND 5'7' 5 OONTRAS wI TE BACXC.IRO.,,ND - C... ON DARK BA0KROi,ND, OR D 4RK C...AR.4(._27ER5 ON 4 _711-4T BACKGROjND. 5. !(2. 5I--4ALL EC‘<uIvALEN vERE3AL DE5OR EC-T BELOW TE BORDER D;hrENSION POE2 P (2.706R 5H+& e, • Wi-ERE '''ER1 . DENT OAON S r=R(..)V ;=OR OOr AND SPACES. 5 CINS S--- E NS'ALLEID ON E ADJACENT wALL O Ti-4E 4r 5'DE OF "ri-4E DOOR. ERE ■-■ ERE I5 NO WALL_ SPACE ON E 'DE OF DOOR, SIGN 5+-44LL BE PLACED ON NEAREST ADJACENT a LL E r0 N 4E30 /E FLOOR - TO l'E CENTERL, NE OF T SIGN - SOLID CORE WOOD DOOR FLU-4 t FRAME PAINT GRADE I-4OLLOU.1 METAL FRAME WHERE NOTED " kQ LLQW METAL FRAME L OW ME 4L FRAME SOLID CORE 1100D / DOOR FLUSH PAINT GRADE o : z ' , DOOR TYPE '2" I 3/4" 2 1/4" 4 , 5 3/4" 6 3 1 05 - :T1 • a RUBBER BASE = al 2 --- E 1/4" TEMPERED nt_486 3/4" IDE 3"•1'-•0" (.4 -J,,6 ETAIL ,M1E3 D 3 =I- •0" C* MEN'S 125/ WOMEN'S 124 CAULKING SOT 1-4 SIDES. PRESURE TEAT WOD BLOCKING SOLID CORE WOOD DOOR CAULKING BOTH SIDES. PR,ESURE TREATED WOOD BLOCKING ALUMINUM FRAME TO M4TC-4 EXISTING 11 I t-----FRAME TO BE FLL454-4 UJI G.U.J.E3. TO MATCH EXISTING r ROOM FINISH SCFIEDULE NA___,L NOTES, I. ALL PANE D DOORS, FRAMES, STORAGE 63 AND TRIM SEMI ENAMEL AS SPEC'D. ON DOOR SCIEDULE. 2. IN AREAS U.A GRID 15 TO REMAIN, PAINT GRID 4 R.EF'L ACE CEILING TILES AS SPECIFIED. GRID TO BE PAINTED WITH ONE COAT PRIMER-TIGHT GRIP AND TWO COATS OF LATEX (L0-UT). 3. V.C.T. TO BE INSTALLED IN 4 E3ASKETWEAVE PATTERN. DOOR SCHEDULE GENERAL NQI_E 1. CONTACTOR TO REUSE EXISTING LEVER TYPE HARDWARE ON ALL NEW DOOR& AS REQUIRED. SEE SPEC. BOOK FINISH LEGEND (Metro Scheme) SYME301- DESC PRODUCT C-1 CARPET C-2 CARPET C-3 C-4 CARPET BORD E R M-I WALK-OFT MAT T-2 3 P - P - 3 P-4 L T - 4 WALL TILE B-1 RUBBER BASE F3-2 GENERAL TILE ESA8E t. -2 L - 3 68 - ACT - I ACT-2 111111411 CARPET BORDER FLOOR TILE AV21 - CHAMBORD - 12" X 12 GROUT t KER2 00 .05 CHAMOIS ACCENT •_488 - BLACK PEARL - 12" X 12" FLOOR TILE B-3 RE STROOM TILE BABE B-5 RUBBER ASE *S, INT - 1.SENERAL P RIM 1 'A INT - IL 1NG 1 'A INT - ;'_OL ATONE 1'LASTIC 1 AMINATE 'LASTIC LAMINATE f 1- AST IC 1 AM NATE ALT f AST IC L-3 LAMINA I 5 L - 4 F 'L AST IC L AM INATE eof...1r) eLIF:FACING 4CQUOTICAL c LG. TILE COLIOTICAL C LG. TILE kLE : OOR HARDWARE DUET - BASS - 6 02 12 - 12550 DUET SPEC 6 • TRIO - TRI-CHARCOAL - 60215-15590 TRIO SPEC 6* SOLO - GOLD - SOLO SPEC 6 SOLO - CHARCOAL - 02 - 05556 OPEC 6 BERBER - CHARCOAL "K.114 MEXICAN SAND 4-1/4" x 4-1/4" GROUT: KER200 0 41 IRISH CREAM "49 BEIGE (4 1/2" TIGHTLOCK) "AV22 FUNE3 4" x 12" CHAMBORD 5-4 .UOOD BASE 5/8" 3 PRE-MANUFACTURED STAINED TO MATCH OWNERS FURNITURE •43 BEIGE (4" COVE) WC- I VINYL W/C - •AZ501I6 - MEDLEY SENERAL L -2 VINYL W/C - • AZ25003I - MEDLEY ACCENT LL; VINYL UJ/C - CERES • ' - OYSTER 5ASIC •Sw1cre6 - TURRET TAN SHEEN TO BE SEMI -GLOSS .13W1015 ORIGAMI 1/1-411E •:N - 00561B 2022 - BRUSHED 4 L UM NUM (FOR REVEAL OURFACEO) .13 BLACK TEXTURED (FOR REVEAL SURFACES) "6-2-19T BEIGE (FOR TOILET PARTITIONS) BURET AMBER (OR COUNTERT SURFACES) C.IYP 5(8" G WB. TO BE PAINTED P - 3 ROUND TOP BUILT -UP 5,485 TO MATCH 4 1:›K.315 FINISH TO BE BRUSHED CHROrE .1) NUM I '' MINIBL IND '1311 BLUSH GRAY T' "ZE TrENT 2x2 TEGULAR (PUBL(C AREAS) USG OR ECLIPSE (USG) OR SOFTONE CASHMERE (CELOTEX) CELOTEX 2x4 TEGUL AR SCORED TO 7 x2 (NON-PUBLIC AREAS) USG OR ECLIPSE. (USG) OR S.OFTONE CASHMERE (CELOTEX) CELOT EX WIE T1-410 F I NI L EGEND IS GENERAL AND NOT SPECIFIC TO THIS PROJECT. IF SPECIFIC; SYMBOLS ARE NOT FOUND ON THE PLANS, EL EVAT IONS, AND DETAILS IT IS NOT 1.16E D C.Asi THIS FROJECT. ( . 7 4ENEFRAL NQY - PROVIDE BLOCKING SEND TOILET ACCESSORIES. BLOCKING TO BE 2 x MATERIAL - INSULATE ALL PIPING E3ELCUJ HANDICAPPED ACCESSIBLE LAVATORIES INCLUDING P-TRAPS WITH NANDI LAV-GUARD INSULATION KIT NO. 102 MADE 3Y TRIJEBRO CO. (203) EV15-2%5 OR MCGUIRE PRO-WRAP. VELCRO AND TWIST TIE JOINTS NOT ACCEPTABLE. ONAW SHAW MATS, INC. CROSSVILL MAPEI FLOOR TILE •4360 - MAPLE SUGAR - 12" X 12" CROSSVILLE CROSSVILLE DAL-TILE MAPE T- 5 RE &TXI •DK32O M A RBI. E 2" x 2" DAL-TILE FLOOR TILE GROUT: KER10 ‘ IRISH CREAM MAPEI VCI-1 VINYL COMP. ESSENTIALS - 101 BISQUE MANN NGT ON TILE JOHNSON I TE CROSSVILLE DAL -TILE JO-NOON! TE SYMPHONY SYMPHONY KOROSE AL •E3W1088 - ONLY NATURAL SHERWIN SHEEN TO BE EGGSHELL UNLESS NOTED OTHERUGE WILLIAMS SHERWIN WILLIAMS SHERWIN LUILL IAMS ZOLATONE 'ES-6-2T CHARCOAL ESSENCE NE V AM AR (FOR COUNTERTOP e4.1KFACES) 'kV-8-365T CRACKL IN STONE NEVAMAR (FOR VERTICAL SURFACES) FORMICA NE VAMAR NE V4J COR I AN LEVELOR Notes: Revisions: Sal: Consuftonfi: F Manama 1111011.111101 M E NITS ARCAMECTS • NTEPICR DESIGNERS I.he Edgewater BuHding 600 South Mcmgnolo Avenue 33606 tompa, P h one 813) 25' -0565 Fax 813) 251-0567 First Union National Bank of Florida ZEFDkRY-4ILLS BRANCH 30421 5TH AVENUE ZEP4Y1-11LLS, FLORIDA Drawing No./Date 5/3/gg A-7 FUNE1e6 Oa 11 BLDG. 0E303 Drawing Title/Scale/Drown by SOL BATHROOM ELEV. & SCHEDULE SCALE: 46 NOTED AHU cu DG EA EF EXIST FD SA TYP ABBREVIATIONS AIR HANDLING UNIT CONDENSING UNIT DOOR GRILLE EXHAUST AIR EXHAUST FAN EXISTING FLOOR DRAIN SUPPLY AIR TYPICAL DUCTWORK ® UP UP DN SUPPLY DUCT (UP & DOWN) DN EXHAUST DUCT (UP & DOWN) SIDE WALL REGISTER OR GRILLE NEW DUCT — WIDTH X DEPTH EXISTING DUCT TO REMAIN EXISTING DUCT TO BE REMOVED FLEXIBLE DUCTWORK (INSULATED) SPIN —IN FITTING DUCT SIZE TRANSITION (CONCENTRIC) DUCT SIZE TRANSITION (ECCENTRIC) MANUAL VOLUME DAMPER DUCT HEATER VANED ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WI TH VANES EVEN IF SYMBOL IS MISSING) THERMOSTAT / TEMPERATURE SENSOR DOOR GRILLE (18 "X12" U.O.N.) AIR DEV10E TYPE AIR FLOW CFM NECK SIZE 4 —WAY AIR FLOW 3— WAY AIR FLOW 2 —WAY AIR FLOW ABBREVIATIONS LEGENDS AND GENERAL NOTES 0 PIPING C RL RS DRAWING SYMBOLS CONDENSATE LINE REFRIGERANT LIQUID REFRIGERANT SUCTION SECTION LETTER DRAWING NUMBER WHERE DRAWN POINT OF INTERFACE BETWEEN NEW & EXISTING Om- POINT OF DEMOLITION NOTE: THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS; HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE PROVIDED AND INSTALLED. GENERAL NOTES Wt 1 HVAC WORK CONSISTS OF PROVIDING AND INSTALLING AIR CONDITIONING SYSTEMS FOR A COMPLETE OPERATING SYSTEM AND AS INDICATED ON THE DRAWINGS. ALL WORK SHALL COMPLY WITH APPLICABLE CODES IN SPECIFICATIONS. IT IS THE INTENTION OF THE CONTRACT DRAWINGS AND SPECIFICATIONS TO CALL FOR COMPLETE:, F'NISHED WORK, TESTED, AND READY FOR OPERATION. 2. TEST AND BALANCE SHALL BE PROVIDED BY A , :OMPANY SPECIALIZING IN THE TESTING AND BALANCING OF HVAC SYSTEMS AS SUBCONTPAC TOR TO THE HVAC CONTRACTOR, GENERAL CONTRACTOR, OR OWNER. THE TEST AND BALANCE CONTRACTOR SHALL BE A MEMBER OF EITHER AABC OR NEBB. 3. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS 4. PROVIDE SPIN —IN FITTINGS AT ALL FLEXIBLE DUCT RUNOUTS TO DIFFUSERS WITH AIR EXTRACTOR AND DAMPER. 5. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL HE 3' -0 ". 6. INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITI.1 THE MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. 8. ALL INSULATION SHALL BE FIRE RATED IN ACCORDANCE WITH ASHRAE 90A 50/25 SMOKE DEVELOPMENT AND FLAME SPREAD REQUIREMENTS. INSULATION "R" VALUES SHALL COMPLY WITH THE FLORIDA ENERGY CODE. 9. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL AIR DEVICES LOCATED IN THE CEILING. 10. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL 'CHARACTERISTICS OF MECHANICAL EQUIPMENT. 11. UNLESS OTHERWISE NOTED, INSTALL ALL DUCTWC'RK AS HIGH AS POSSIBLE, T1GHT TO THE BOTTOM OF THE STRUCTURE. COORDINATE ELEVATION AND LOCATION WITH RAIN LEADERS, WATER PIPING, PLUMBING VENTS, AND MAJOR ELECTRICAL COND JITS OR CABLE TRAY, 12. PROVIDE MANUAL DAMPERS IN ALL OUTSIDE AIR DUCTS. 13. PROVIDE DRAIN P— TRAPS IN THE CONDENSATE LNES AT ALL AIR HANDLING UNITS. 14. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING; FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS /CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING N THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY T}-+'I 3 CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER 15. THE WORK INDICATED ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF DUCTWORK AND EQUIPMENT, ETC. 16. ALL WORK IS TO BE FREE OF DEFECTS IN WCRkt•1ANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED MTHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 17. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND !CRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE: O VNER. WHEN CONFLICTS OCCUR IN SPECIFICATIONS CR HI THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL HE PROVIDED. t9. THE CONTRACTOR SHALL COORDINATE WORK Mti11F- OTHER TRADES IN ORDER TO AVOID CONFLICTS. 20. ALL DUCTWORK INSTALLED ON THIS PROJECT SHALL BE OF SHEET METAL CONSTRUCTION. DUCTWORK SHALL BE FABRICATED AND CONS IN ACCORDANCE W1TH SMACNA REQUIREMEN TS. 18. Notes: Revisions: _onsuItonts: BOSEK, GIBSON do ASSOCIATES ENGINEERING CONSULTANTS 50e 11. F12TCHER AVENUE TAMPA. FLORIDA 33612 oIRRCE:(913) 460 -3399 FAX:013) 964 -09 E -MAIL: LEatpa /Ete.net TEC -a' ®c A E M E. NITS ARCHITECTS •INTERIOR DESIGNERS \**S4444/ „ \•• •fte s„,./.00- • a 4.V* NI M--1 99255 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 13606 Phone (813) 251 - 0565 Fax (813) 251 -0567 First Union Notional Bonk of Florida ZEPHYRHILLS 38421 5TH AVENUE ZEPHYRNILLS, FLORIDA Drawing No. /Date 3 MAY 1999 Drawing Title /Scale /Drown by W.J.C. LEGEND, ABBREVIAT1ONS, AND GENERAL NOTES SCALE: NOT TO SCALE BL DCs�: EXISTING CU I I PARTIAL S COND FLOOR ROOF PLAN - DEMOLITION SCALE: 1 /4 "= 1 ' -0" EXISTING I AHU EQUIPMENT 18x26 MEN OFFICE 18x26 6x12 SCALE: 1 /4 " =1' —O" OFFICE 18x26 JAN. ELE 6x12 OFFICE OFFICE 18x26 6x12 MECHANICAL FIRST FLOOR PLAN - DEMOLITION 18x26 STCRAGE 6x12 WORN 8x14 STAIR uP X co COUPON BOOTI- S MANAGERS OFFICE VAULT CAS- ROOt"1 CASH ROOM MECHANICAL DEMOLITION NOTES: 0 RELOCATE EXISTING THERMOSTAT. SEE NEW CONSTRUCTION FOR NEW LOCATION. 0 REMOVE EXISTING SUPPLY DIFFUSER. ® REMOVE EXISTING SUPPLY DUCTWORK, 0 REMOVE EXISTING EXHAUST GRILLES AND WORK. 05 REMOVE EXISTING RETURN GRILLE. © REMOVE EXISTING EXHAUST FAN ON SECOND FLOOR ROOF. O EXISTING EXHAUST DUCT UP TO FAN ON ROOF TO REMAIN. Notes: Revisions: ConsuTtants: Es Ca.", BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 308 R. FLaTCHER AVENUE TAMPA. FLORIDA 33413 OFF1CS:(813) 940 -3399 FAX:(813) 969 -0920 E-MAIL: bjatpatate.net ARCHITECTS .INTERIOR DESIGNERS V:C•15\ w "/•••••°=-4-wa -- / I A! -- ""v\ =V.\ I azfit'a \" *-\;*\<*i >■•• /az. M -2 99255 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fox (813) 251-0567 c Drowing Title /Scale /Drown by MECHANICAL - DEMOL.ITION SCALE: I/4" = I - 0 " E3LD6.: First Union Notional Bank of Florida ZEPNYRNILLS 38421 5714 AVENUE ZEPNYRNILLS, FLORIDA Drowing No. /Dote 3 MAY 1999 AIR DEVICE SCHEDULE MARK TYPE MATERIAL FINISH ACCESSORIES MANUFACTURER MODEL NO. NOTES S- SUPPLY DIFFUSER ALUM WHITE SONES - -- THUS TINS -AA Wee efte �t 00..© 4 S-2 SUPPLY DIFFUSER ALUM WHITE LOCATION - - - T1TUS 272 -FL E-1 EXHAUST GRILLE ALUM YHITE T1TUS 350 -FL OL -1 DOOR LOUVER ALUM WHITE BIRD & INSECT SCREEN RUSKIN ET125 DAL 0 REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL DIFFUSERS, GRILLES AND REGISTERS. ® COORDINATE FRAME STYLES WITH CEILING SYSTEM/ WALL CONSTRUCTION. 0 NC VALUES FOR DIFFUSERS, GRILLES AND REGISTERS SHALL NOT EXCEED 35 WITH A ROOM ABSORP11ON RATE OF 10db ie. 10 -12 WATTS. ® COORDINATE LOUVE SIZE TO MATCH EXISTING NOPENING. FAN SCHEDULE ITEM NO. - -- EF -1 SERVICE - -- REST ROOMS AIR QUANTITY CFM 800 EXT. STATIC PRESSURE IN. WTR. .615 FAN TYPE - -- CENTRIFUGAL DRIVE - -- BELT SONES - -- 6.6 MOTOR HP 1/4 FAN SPEED RPM 1725 �.._._� ELECTRICAL V /PH. /HZ. 115/60/1 LOCATION - - - ROOF MANUFACTURER - -- GREENHECK MODEL NO. - -- GB -140 -4 NOTES 0 PROVIDE BIRD SCREEN, ROOF CURB. ®2 INTERLOCK EXHAUST FAN WITH EXISTING AHU. ®3 STARTER AND DISCONNECT PROVIDED BY DIVISION 16. , SUPPORT AS PER SMACNA STANDARDS -- air SUPPLY DUCT WRAP INSULATION SPIN -IN FITTING WITH BUTTERFLY DAMPER & 45 DEG. EXTRACTOR ROUND "SNAPLOCK" SHEET METAL OR SPIRAL LOCKSEAM FOR RUNOUTS GREATER THAN 6 FT., WITH WRAP INSULATION. (SAME AS DIFFUSER NECK) CEILING -- CEILING DIFFUSER -- NOT TO SCALE 1 2" WRAP INSULATION: CUT, FIT & GLUED OVER CEILING DIFFUSER 1 TYPICAL FLEX DUCT SPIN -IN FITTING DETAIL NOT TO SCALE CEILING DIFFUSER RUNOUT DETAIL SPIN - FITTING W1TH DAMPER AND 45' EXTRACTOR SUPPORT WIRE TO PREVENT SAGS & KINKS IN FLEX FLEXIBLE DUCT: DO NOT SAG OR KINK, INSULATED, MAXIMUM 6 FT. LONG (SAME SIZE AS DIFFUSER NECK) THREE SHEET METAL SCREWS THRU HELIX OF FLEXIBLE DUCT, BAND CLAMP & TAPED SCALE: 1/4"=1'-0" loo l STOR. S -1 400 128 COPY/FUTURE ATM ROOM 101 1 STAIRS EXISTING 121 1 EQUIPMENT 1021 ` J STORAGE S -1 1 .:___ w F -- e CO DL -1 585 EXISTING CU EF - 1 MEN S -1 85 12� 1 8•0 DIRECT LINE 8 126 CORRIDOR LS-1 5a 5w 6x10 6x6 124 LIJOM EN 16x14 PARTIAL SECOND FLOOR ROOF PLAN - NEW CONSTRUCTION r 123 j L DUNG E S -1 ice E 10x12 I11 �1 LOBBY 106 ELEVATOR 120 NERD TELLER SUFPL IES/ DATA - 140 MECHANICAL FIRST FLOOR PLAN -- NEW CONSTRUCTION SCALE: 1/4 " =1' -0" L_1 NM II _* 8x14 AS SHOWN ON DRAWING, ® PROVIDE A PLENUM BOX. ® CAP EXISTING DUCTWORK. STAIRS 1091 OFFICE L112 vAULT 114 CASH ROOM ®3 BALANCE ALL AIR DEVICES TO THE CFM'S 110® POSSIBLE P.C., PI C. OR D.L 113 1 GASH ROOM MECHANICAL NEW CONSTRUCTION NOTES: ®1 RELOCATED EXISTING THERMOSTAT. PROVIDE GALVINIZED METAL BLANK TO BALANCE DOOR GRILLE TO 585 CFM OUTSIDE AIR. ®6 INTERLOCK EXHAUST FAN WITH EXISTING AHU IN EQUIPMENT ROOM 127. ® PROVIDE NEW EXHAUST BRANCH DUCT OFF OF EXISTING DUCT UP TO ROOF. CAP EXISTING EXHAUST DUCT AT BOTTOM OF CHASE. Notes: Revisions: Consultants: BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 608 11. FLETCHER AVENUE TAMPA. FLORIDA 33612 017ICE:(813) 960 -3399 FAR:(813) 969 -0920 -MAIL: b&atpaeste.net CEO AN, E IVI NITS ARCHITECTS .INTERIOR DESIGNERS V>th,Nyist:s* 1 I NI;- M3 99255 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 First Union Notional Bonk o f Florida ZEPNYRNILLS 3E5421 STN AVENUE ZEPNYRI- SILLS, FLORIDA Drawing No. /Dote 3 MAY 1999 Drawing Title /Scale /Drawn by U.J.G. MECHANICAL - NEW CONSTRUCTION SCALE: 1 / 4 " 2 1 ' - 0 " BLDG.: AD AFF BFF BOT CLG co CW EQUIP EWC EXIST FD FL GCO HB HW S TYP LION V VIF W wco ABBREVIATIONS ACCESS DOOR ABOVE FINISHED FLOOR BELOW FINISHED FLOOR BOTTOM CEILING CLEANOU T COLD WATER EQUIPMENT ELECTRIC WATER COOLER EXISTING FLOOR" DRAIN FLOOR GRADE CLEANOUT HOSE BIBB HOT WATER SANITARY TYPICAL UNLESS OTHERWISE NOTED VENT VERIFY IN FIELD WASTE WALL CLEANOUT PLUMBING ............. EXISTING PIPE TO REMAIN EXISTING PIPE TO BE REMOVED SOIL OR WASTE PIPE VENT PIPE COLD WATER HOT WATER GAS PIPE CLEANOUT EXPOSED CLEANOUT IN FLOOR HAMMER ARRESTOR (POI SIZE INDICATED) DIRECTION OF FLOW ANCHOR CAPPED OUTLET RISE OR DROP IN PIPE UNION GATE VALVE GLOBE VALVE CHECK VALVE BALL VALVE HOSE BIB6 ABBREVIATIONS, LEGENDS AND GENERAL NOTES DRAWING SYMBOLS POINT OF INTERFACE BETWEEN NEW & EXISTING POINT OF DEMOLITION POINT OF INTERFACE BETWEEN CONTRACTORS NOTE: THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS; HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE PROVIDED AND INSTALLED. GENERAL NOTES CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING 'SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT, AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL AFT ARATUS, APPLIANCES, MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLE:`E IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLE), TESTED, AND CLEANED IN ACCORDANCE MTH SBCCI STANDARD PLUMBING CODE REQUIREMENTS. 3. VERIFY THE EXACT LOCATION OF EXISTING SOIL, WASTE, VENT, HOT AND COLD WATER PIPING FROM THE ACTUAL JOB SITE. ALL NEW LINES ARE TO BE ROUTED TO AND /OR FROM VERIFIED LOCATIONS, TAPS, WHEN NOT PROVIDED BY PRFVICUS INSTALLER, ARE TO BE PROVIDED BY THIS INSTALLER. 4. MAKE SUCH OFFSETS AND DE0AT1ONS FROM WORK SHOWN ON THE DRAWINGS, AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITION'S 5. WHERE VALVES OCCUR ABOVE SHEET ROCK CEIL Nc. ;1; OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCE :S`:; PANELS. PANELS SHALL MATCH EXISTING. 6. THE INSTALLER SHALL VISIT THE JOB SITE AND NSF'ECT ALL EXISTING CONDITIONS AFFECTING THE WORK. SUBMISSION OF HIS PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM T}1E CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 7, THE PLANS AND DIAGRAMS OF PLUMBING PIPING ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. INSTALLER SHALL COORDINATE AT SITE V1TH ALL PLUMBING, HVAC, FIRE PROTECTION, MEDICAL GASES, AND ELECTRICAL WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK UNDER THIS CONTRACT OR THAT MAY BE EXISTING. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS 10 KEEP EXISTING UTILITIES IN SERVICE. ANY SHUT DOWNS ARE TO BE APPROVED BY OWNER'S R:PRESENTAIIVE. 9. EXACT LOCATION NUMBER AND TYPE OF PLUMBING =1XTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS. VERIFY SUCH LOCATIONS BEFORE PROCEEDING ROUGH —IN. 10. INSTALLER SHALL NOT CUT ANY EXISTING STRUCRF'AL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 11. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS I3ETWEEN DISSIMILAR PIPING METALS. 12, FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TC' INSTALLATION. 13. NO VENT THRU ROOF SHALL TERMINATE CLOSER TH .V■ 10 FT. TO ANY OUTSIDE AIR INTAKE. 14, PIPING IN CONCRETE BLOCK WALLS SHALL BE INSTALLED AS BLOCK IS BEING LAID. DO NOT CUT BLOCK WALL. 15. PROVIDE ALL SINKS AND LAVATORIES W1TH SLIP JOIAT TRAP FITTINGS FOR CLEANOUT. 16. PROVIDE ALL REFRIGERATORS WITH A 3/8" COLD W >TER SUPPLY FOR AN ICE MAKER. TERMINATE SUPPLY BEHIND REFRIGERATOR AT APPROX. 12' A F.F. MTH A CHROME PLATED STOP. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF REFFIGERATORS, 17. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING F ELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS /CONFLICTS TO THE ENGINE: :E R WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN HE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 18. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 19. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE C"I:R, 20. WHEN CONFLICTS OCCUR IN SPECIFICATIONS OR N ' HE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. 21. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. NM • Notes: Revisions: Consultants: '"E -- 1E3c M E BITS BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 508 W. FLETCHER AVENUE TAMPA. FLORIDA 33412 OPT'ICS:(8l3) 980 -3399 FAX:(813) 969 -0920 E -MAIL: bgatpaejte.net ARCHITECTS •INTERIOR DESIGNERS "*Z.:;,-. /1 •00 1. \ 14 ■i i ■ /"<6."\ \':***41*ftft*P. J 99255 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251 -0567 P -1 First Union Notional Bonk of Florida ZEPNYRNILLS 38421 STN AVENUE ZEPNYRNILLS, FLORIDA Drawing No. /Dote 3 MAY 1999 Drawing Title /Scale /Drawn by W.J.C. LEGEND, ABBREVIATIONS, AND GENERAL NOTES SCALE: NOT TO SCALE SL Dom": STORAGE OFFICE LOBBY LOUNGE OFFICE ELEVATOR OFFICE OFFICE PLUMBING FIRST FLOOR PLAN- DEMOLITION SCALE: 1/4"=1'-0" STORAGE STAIR UP COUPON BOOTHS MANAGERS OFFICE VAULT C A s1� ROOM CAS1- a ROOM PLUME=fING DEMOLITION NOTES: O EXISTIN ; PLUMBING FIXTURE AND PIPING TO REMAIN. O EXISTIN ; WATER HEATER AND PIPING TO REMAIN. EXISTIN , PLUMBING FIXTURES TO BE REMOVED. PIPING TO BE 'REMOVED BACK TO LIVE MAINS AND /OR PLUGGED IN EXISTING WALLS. EXISTIN; DOMESTIC WATER PIPING TO REMAIN. (V1F) EXACT LOCATION, AND RC'U TING. REMOVED ABANDONED SUPPLIES BACK TO LIVE MAINS AND/OR IN EXISTING WALLS. 05 EXISTIN, SANITARY OUTFALL TO REMAIN. (\1F) EXACT LOCATION, Notes: Revisions: ConsuRlants: BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 508 W. FLETCHER AVENUE TAMPA. FLORIDA 33418 om c :(8t3) 960 -3399 FAX:(813) 969 -0920 E -MAIL: bgatpaegte.net J\ ZEPNYRHILLS 38421 5T1-4 AVENUE ZEPNYRNILLS, FLORIDA P-2 99255 F3 o The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 813) 251 -0565 Fox 813) 251 -0567 =i_ -nn -sirs ARCHITECTS •INTERIOR DESIGNERS \ 770k21 ••00 V OS \ 44114 I I<Z\ \(1•111 First Union National Bonk of Florida Drawing No. /Date 3 MAY 1999 Drawing Title /Scale /Drawn by U.U.C. PLUMBING - DEMOLITION SCALE: 1/4I-�" EXIS TING STACK FROM SECOND FLOOR XTURES EXISTING 4" HOUSE SEWER TO REMAIN X X X; X' COPY/FUTURE A 111 ROOM X PLUG EXISTING WASTE PIPE IN FLOOR AT LIVE MAlN•(TYP X., PARTIAL PLUMI3INO RISER DIAGRAM- DEMOLITION NOT TO SCALE DIRECT LINE PLUMBING PARTIAL FIRST FLOOR PLAN - NEW CONSTRUCTION SCALE: 1/4 " =1' -0" 1 -1/2" EXISTING STACKS FROM SECOND FLOOR FIXTURES SECOND FLOOR TELLER AREA JAN FCO-� SUPPLIES • f 1_1/2" P -4 2 " r' ' ' E-' 2" r P -1 EXISTING 4" HOUSE SEWER 4 " P- 2A -1 ' P -2A 4" NEAR TELLER -- 1 -1/2" DISABLED STATION ti EXISTING WASTE 2" BELOW FLOOR C.B. EXISTING 2 BELOW FLOOR (VIF) 1 -- 1 -1/2" - 1 -1/2" .-`''- 1.— 1 -1/2" P -3 PARTIAL PLUMBING RISER DIAGRAM -NEW CONSTRUCTION NOT TO SCALE C.B. %/AUL C ASH ROOM CASH ROOM NNE OUTLINI= SPECIFICATIONS ALL SANITARY , YASTE, VENT, WATER PIPING AND RELATED EQUIPMENT SHALL CONFORM TO BALDING STANDARDS AND SBCCI STANDARD PLUMBING COOE. SANITARY AND /)R WASTE PIPING : VENT PIPING : COLD WATER PIPING HOT WATER PIPING : INSULATION: STAINLESS STEEL - COUPLING (TYP) CLEANOUT TEE --� WASTE AND /OR SANITARY PIPING —N PLUMBING NEW CONSTRUCTION NOTES: ROUTE NEW 2" WASTE, 1 -1/2" VENT AND 1/2" COLD AND I OT WATER PIPING. CONNECT TO EXISTING (VIF). ROUTE NEW 4" SANITARY, 2" VENT AND 1/2" COLD HATE PIPING. CONNECT TO EXISTING (VIF). ROUTE NEW 2" WASTE,1 -1/2" VENT AND 1/2" COLD WATER PIPING CONNECT TO EXISTING (VTR). CONNECT AND OFFSET EXISTING FULL SIZE VENT STACK INTO NEW WALL CONSTRUCTION. OFFSET EXISTING FULL SIZE SANITARY STACK INTO NEW WALL CONSTRUCTION AND RECONNECT INTO EXISTING HOUSE SEWER. ® FASTING 4" HOUSE SEWER TO REMAIN. ®7 E ()STING WATER HEATER TO REMAIN. ® E.(I ST1NG PLUMBING FIXTURE TO REMAIN. NO -HUB SERVICE WEIGHT CAST IRON NO -HUB SERVICE WEIGHT CAST IRON TYPE L COPPER TUBING TYPE L COPPER TUBING HOT WATER PIPING 1" FIBERGLASS THREADED BRASS CLEANOUT PLUG FINISHED WALL SURFACE STAINLESS STEEL PLATED COVER PLATE WITH SECURING SCREW N OPENING THRU BLOCK WALL FOR ACESSS TO CLEANOUT _N)- HUa_FITTING WITH STAINLESS STEEL COVER PLATE WALL CLEANOUT NOT TO SCALE Seal: Consultants: Notes: Revisions: 99255 P- 3 TEC� ®C3 /a► The Edgewater Budding 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 813) 251 - 0565 Fox 813) 251 -0567 First Union Notional Bank of Florida ZEP1- 4YRNILLS 38421 5TP AVENUE ZEP-4YRNILL5, FLORIDA Drawing No. /Date 3 MAY 1999 V>C 0*;?•sos".11*c.,Z1 (1\ 4, ""'"'"/ \ .7 ); *\CS' ** ** Drawing Title /Scale /Drawn by U.J.C. PLUMBING - NEW CONSTRUCTION SCALE: AS NOTED BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 508 W. FLETCHER AVENUE TAMPA. FLORIDA 3361* OFF10E:(813) 960 -3399 FAX:(813) 969 -0920 E -MAIL bgatpaeste.net M NITS ARCHITECTS .INTERIOR DESIGNERS 111111111 PLUMBING FIXTURE SCHEDULE TYPE FIXTURE SANITARY AND /OR WASTE VENT COLD WAILER OT WAHTER P: 1A WATER CLOSE' - HANDICAPPED, FLOOR MOUNTED, ELONGATED 1 4" 2" 1/2' _ VITREOUS CHINA, LOW CONSUMPTION (1.6 GPF), AMERICAN STANDARD CADET #2168,100 SOLID PLASTIC SEAT - CPEN FRONT, LESS COVER, STAINLESS STEEL HINGE WITH CONCEALED CHECK, OLSONITE #95; BOLT CAPS - AMERICAN STANDARD 481310.100. F3,... 1A, LAVATORY - HANDICAPPED, WALL HUNG, 15 "x10" BOWL, V1TREOU5o CHINA, HOLES ON 4" CENTERS, AMERICAN STANDARD LUCERNE #0355.01;. >; PROVIDE CONCEALED ARM CARRIER; GRID DRAIN W1TH OFFSET TAI _PIECE T +S #8 -0898; FAUCET - T +S #802A -665 METER TRIM 2 1 -1 /2 " 1 /2" 1 /2 " P-1 $INK - COUNTERTOP, SINGLE - COMPARTMENT, 21 "x15 ", STAINLESS 2" 1 -1 /2" 1 /2" 1 /2" STEEL, ELKAY LR 2522 DRAIN - LK-35 35 CRUMB CUP STRAINER, NEOPRENE STOPPER; ELKAY LK- 4101 - CHROME FAUCET WITH EPF -0,Y E:th ELECTRIC WATER_cOOLER — WALL MOUNTED, 8.0 GPH ELKAY SA -8, 2" 1-1/2 1/2" - 1 EF3F HFC - -134o REFRIGERANT, ST. STL. TOP, MOUNT WITH RIM 0 33 A.F.F. W1TH FLOOR MOUNTED WATER COOLER CARRIER; ADA COMPLIANCE. WALL cl-F.ANOUT - ROUND WITH POLISHED ST. STL. COVER, CENTER SCREW, SEE DWGS - - - AND RECESSED BRONZE THREADED TAPERED PLUG, JOSAM 58890. EWE WATER HEATER - EXISTING TO REMAIN. - EXIS TING STACK FROM SECOND FLOOR XTURES EXISTING 4" HOUSE SEWER TO REMAIN X X X; X' COPY/FUTURE A 111 ROOM X PLUG EXISTING WASTE PIPE IN FLOOR AT LIVE MAlN•(TYP X., PARTIAL PLUMI3INO RISER DIAGRAM- DEMOLITION NOT TO SCALE DIRECT LINE PLUMBING PARTIAL FIRST FLOOR PLAN - NEW CONSTRUCTION SCALE: 1/4 " =1' -0" 1 -1/2" EXISTING STACKS FROM SECOND FLOOR FIXTURES SECOND FLOOR TELLER AREA JAN FCO-� SUPPLIES • f 1_1/2" P -4 2 " r' ' ' E-' 2" r P -1 EXISTING 4" HOUSE SEWER 4 " P- 2A -1 ' P -2A 4" NEAR TELLER -- 1 -1/2" DISABLED STATION ti EXISTING WASTE 2" BELOW FLOOR C.B. EXISTING 2 BELOW FLOOR (VIF) 1 -- 1 -1/2" - 1 -1/2" .-`''- 1.— 1 -1/2" P -3 PARTIAL PLUMBING RISER DIAGRAM -NEW CONSTRUCTION NOT TO SCALE C.B. %/AUL C ASH ROOM CASH ROOM NNE OUTLINI= SPECIFICATIONS ALL SANITARY , YASTE, VENT, WATER PIPING AND RELATED EQUIPMENT SHALL CONFORM TO BALDING STANDARDS AND SBCCI STANDARD PLUMBING COOE. SANITARY AND /)R WASTE PIPING : VENT PIPING : COLD WATER PIPING HOT WATER PIPING : INSULATION: STAINLESS STEEL - COUPLING (TYP) CLEANOUT TEE --� WASTE AND /OR SANITARY PIPING —N PLUMBING NEW CONSTRUCTION NOTES: ROUTE NEW 2" WASTE, 1 -1/2" VENT AND 1/2" COLD AND I OT WATER PIPING. CONNECT TO EXISTING (VIF). ROUTE NEW 4" SANITARY, 2" VENT AND 1/2" COLD HATE PIPING. CONNECT TO EXISTING (VIF). ROUTE NEW 2" WASTE,1 -1/2" VENT AND 1/2" COLD WATER PIPING CONNECT TO EXISTING (VTR). CONNECT AND OFFSET EXISTING FULL SIZE VENT STACK INTO NEW WALL CONSTRUCTION. OFFSET EXISTING FULL SIZE SANITARY STACK INTO NEW WALL CONSTRUCTION AND RECONNECT INTO EXISTING HOUSE SEWER. ® FASTING 4" HOUSE SEWER TO REMAIN. ®7 E ()STING WATER HEATER TO REMAIN. ® E.(I ST1NG PLUMBING FIXTURE TO REMAIN. NO -HUB SERVICE WEIGHT CAST IRON NO -HUB SERVICE WEIGHT CAST IRON TYPE L COPPER TUBING TYPE L COPPER TUBING HOT WATER PIPING 1" FIBERGLASS THREADED BRASS CLEANOUT PLUG FINISHED WALL SURFACE STAINLESS STEEL PLATED COVER PLATE WITH SECURING SCREW N OPENING THRU BLOCK WALL FOR ACESSS TO CLEANOUT _N)- HUa_FITTING WITH STAINLESS STEEL COVER PLATE WALL CLEANOUT NOT TO SCALE Seal: Consultants: Notes: Revisions: 99255 P- 3 TEC� ®C3 /a► The Edgewater Budding 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone 813) 251 - 0565 Fox 813) 251 -0567 First Union Notional Bank of Florida ZEP1- 4YRNILLS 38421 5TP AVENUE ZEP-4YRNILL5, FLORIDA Drawing No. /Date 3 MAY 1999 V>C 0*;?•sos".11*c.,Z1 (1\ 4, ""'"'"/ \ .7 ); *\CS' ** ** Drawing Title /Scale /Drawn by U.J.C. PLUMBING - NEW CONSTRUCTION SCALE: AS NOTED BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 508 W. FLETCHER AVENUE TAMPA. FLORIDA 3361* OFF10E:(813) 960 -3399 FAX:(813) 969 -0920 E -MAIL bgatpaeste.net M NITS ARCHITECTS .INTERIOR DESIGNERS 111111111 TYPE MANUFACTURER CATALOG NO. A LITHONIA 2SPG02– U31 –Al2 -120 Al SAME AS A EXCEPT PROVIDE WITH EMERGENCY BALLAST 8 LITHONIA EJ -2 -32 -120 C KURTVERSEN P602 –SC –EB C1 SAME AS C EXCEPT PROVIDE WITH EMERGENCY BALLAST LITHONIA LED -1 –RC- 1201277 EX -1 NOTES: 0 PROVIDE ELECTRONIC BALLAST 0 PROVIDE EMERGENCY BALLAST LIGHTING FIXTURE SCHEDULE VOLTS NO. OF LAMP LAMP LAMPS WATTS TYPE 120 2 31 TB DESCRIPTION 120 2 31 18 2'X2' RECESSED FLUOR. TROFFER 120 2 32 T8 4' FLOUR, INDUSTRIAL FIXTURE 120 2 26 PL SURFACE MTD FLUOR FIXTURE 120 2 26 PL 120 – – LED TOP MOUNTED EXIT SIGN 0 0 0 0 0 REMARKS GENERAL NOTES: THE CONTRACTOR SHALL PROVIDE AND MAKE OPERAT1ONAL THE ELECTRICAL SYSTEMS & EQUIPMENT ASSOCIATED WITH THE WORK DESCRIBED IN THE BID DOCUMENTS FOR THIS PROJECT. 2. ALL CONDUITS St- ALL BE 3/4" UNLESS OTHERWISE INDICATED 3. ALL WIRING SHALL. BE RUN CONCEALED UNLESS OTHERWISE SPECIFIED. 4, EXACT LOCATION OF HVAC Sc PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ART: SHOWN ON THE HVAC & PLUMBING DRAWINGS. 5. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND ROUGHING IN DIMENSIONS OF ALL EQUIPMENT AND SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED, I.E., POWER, CONTROL, INTERLOCK, ETC. 6. `IRE AND CONDUIT SIZES INDICATE ON HOMERUNS SHALL BE CONTINUOUS THROUGH CIRCUIT. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS, 7. ALL SWITCH CON ROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. 8. ALTHOUGH ALL BRANCH CIRCUIT W1RE AND CONDUIT IS NOT SHOWN, IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WRING SYSTEM BE INSTF LLED. 9. THE ELECTRICAL :ON TRACTOR SHALL FURNISH AND INSTALL ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE ELECTRICAL WORK COMPLETE AND READY FOR OPERATION. 10. DRAWINGS ARE D AGRAMMATIC ONLY: EXACT LOCATION, MOUNTING HEIGHTS OF EQUIPMENT AND ?OUTING OF RACEWAYS SHALL BE COORDINATED WITH THE EQUIPMENT RFQU REMENTS AND FIELD CONDITIONS. 11. THE CONTRACTCF SHALL PROVIDE AND INSTALL ALL NECESSARY SUPPORTS AND HARDWARE FOR HOUNTING OF ELECTRICAL EQUIPMENT. 12. THE ENTIRE ELECTRICAL SYSTEM SHALL BE TESTED FOR PROPER GROUNDING AND OPERATION PRICF TO FINAL ACCEPTANCE AS SPECIFIED IN THE BID SPECIFICATIONS 4 ND /OR AS SPECIFIED HEREIN. TESTS SHALL VERIFY THAT THE ENTIRE ELECTRICAL SYSTEM HAD NO SHORT– CIRCUITS, OPENS, OVERLOADS, OR PANEL UNBALANCES. ALL EQUIPMENT AND WIRING SYSTEMS SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. 13, ALL ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED FOR THIS PROJECT SHALL BE NE ' AND APPROVED BY U.L., EXCEPT WHERE NOTED. 14, FOR ADDITIONAL 'REQUIREMENTS, THE CONTRACTOR SHALL REFER TO DRAWING AND BID SPECIFICATIONS. 15. ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL COCE AND LOCAL CODES WHERE APPLICABLE. 16. ALL FLUORESCENT FIXTURES SHOW ARE RELOCATED UNLESS NOTED OTHERWISE. 17, ALL SHADED rLU)RESCENT LIGHTING FIXTURES SHALL BE CONTROLLED BY A SWITCH AS INDICATED ON FLOOR PLAN AND ALSO CONNECTED TO LINE SIZE OF LOCAL SWITCH FOR PROPER EMERGENCY BALLAST OPERATION. 18, ALL TYPE "EX" L GHTING FIXTURES SHALL BE CONNECTED TO CIRCUIT INDICATED AHEAD OF LOCAL SWITCH. 19. CONTRACTOR TO PROVIDE ALL NEW ELECTRONIC BALLASTS FOR ALL FLUORESCENT FI ›TURES UNDER THIS PROJECT AND PROVIDE EMERGENCY BALLAST FOR THOSE FIX1LRES THAT ARE GOING TO BE EMERGENCY LIGHTS. 20. ALL NEW 2`X2' FLUORESCENT FIXTURES ARE TO BE TYPE 'A' UNLESS OTHERWISE NOTED ON DWGS (SEE LIGHTING FIXTURE SCHEDULE FOR DESCRIPTION OF TYPE 'A' FIXTURES) !OEM Revisions: Seal: Consultants: BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 508 11. F1ZTC H ER AVENUE TAMPA. FLORIDA 33812 OPPICE:(6 960 -3999 PAX:(513) 964 -0920 E -MAIL: b`atpa•gte.net E ENTS ARCHITECTS .INTERIOR DESIGNERS \***>%•%•/-WiN:" 7- ay I 4N I 7A 3".. c 1 Vo \ aft. "<"•.:\ X > The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 First Union Notional Bank o f Florida ZEFNYRNILLS 38421 5TH AVENUE ZEPPYRNILLS, FLORIDA Drawing No. /Date E- 99255 3 MAY 19 Drawing Title /Scale /Drawn by W.J.C. LEGEND, GENERAL NOTES AND LIGHTING SCHEDULE SCALE: NOT TO SCALE BL DGi: ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING O CEILING MOUNTED LIGHT FIXTURE, LETTER INDICATES TYPE. LOWER CASE LETTER INDICATES SWITCH CONTROL. SEE FIXTURE SCHEDULE • SAME AS ABOVE EXCEPT EMERGENCY BRANCH, NO SWITCH CONTROL. SEE FIXTURE SCHEDULE 2'x4' FLUOR FIXTURE ' FLUOR, FIXTURE El FLUORESCENT FIXTURE ON EMERGENCY BRANCH. SEE FIXTURE SCHEDULE EXIT LIGHT CEILING MOUNTED S SINGLE POLE TOGGLE SWITCH. LOWER CASE LETTER INDICATES LIGHTING CONTROLLED. M.H. 4' -0" TO CENTERLINE; FLOOR OUTLET BOX W /(3) IG DUPLEX, (1) VOICE /DATA OUTLET. FLUSH MTD TO FLOOR 10 lo DUPLEX RECEPTACLE, 20A 125V. �Pot .H. 'LI B V�(/E COUNTER U.O.N. DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER. DUPLEX RECEPTACLE, 20A 125V, M.H. 4' -0" TO CENTERLINE, M.H. 18° TO CENTERLINE U.O.N. . ;. DOUBLE DUPLEX RECEPTACLE, 20A 125V. M.H. 4' -0" TO CENTERLINE DOUBLE DUPLEX RECEPTACLE, 20A 125V. TWO CELL SURFACE METAL RACEWAY, WITH SEPARATE CELLS FOR POWER RECEPTACLES AND VOICE /DATA, WIREMOLD G6000 SERIES WITH REQ'D SUPPORT, MTD BELOW COUNTER CEILING MOUNTED DUPLEX RECEPTACLE, 20A 125V, _ . DATA /TELEPHONE OUTLET. PROVIDE 3/4 "C EMPTY CONDUIT STUB –UP SUSP. CEILING.— FLUSH CEILING �'$� 11�E LI N UM ,ON .N. V AS INDICATED MI ELECTRICAL PANELBOARD 1 1 LA-1.3 HOMERUN TO PANEL BOARD INDICATED. LETTERS INDICATE PANEL, NUMBERS INDICATE CIRCUIT(S). ALL HOMERUNS SHALL HAVE A GROUND AND NEUTRAL CONDUCTOR. UNLESS OTHERWISE NOTED PROVIDE #12 AWG CU CONDUCTORS AS REQUIRED FOR CIRCUITS SHOWN. ALL CONDUITS SHALL BE SIZED PER CODE. MINIMUM 3/4 "C. IT SHALL BE PERMISSIBLE TO GROUP A MAXIMUM OF THREE CIRCUITS WITH NEUTRAL AND EQUIPMENT GROUND PER HOMERUN. SEE SPECIFICATIONS — •�-- -_.-- -- CONDUIT CONCEALED IN CEILING SPACE OR WALL MINIMUM 3/4 ". UNLESS OTHERWISE NOTED PROVIDE #12 AWG CU CONDUCTORS AS REQUIRED FOR CIRCUITS SHOWN. PROVIDE EQUIPMENT GROUND CONDUCTOR SIZED AS PER N.E.C. SEE SPECIFICATIONS — CONDUIT UNDERGROUND ON 3/4" C. UNLESS OTHERWISE NOTED. PROVIDE #12 AWG CU CONDUCTORS AS REQUIRED FOR CIRCUITS SHOWN. ALL CONDUITS SHALL BE SIZED PER CODE. MINIMUM 3/4 "C. IT SHALL BE PERMISSIBLE TO GROUP A MAXIMUM OF THREE CIRCUITS WITH NEUTRAL AND EQUIPMENT GROUND PER HOMERUN. SEE SPECIFICATIONS JUNCTION BOX OR OUTLET BOX, SIZE AS REQUIRED PER N.E.C. 0 DRY TYPE TRANSFORMER. a FIRE ALARM MANUAL PULL STATION. M,H. 4' - TO CENTER SMOKE DETECTOR CEILING MOUNTED 1 0 FIRE ALARM STROBE MOUNT 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER FIRE ALARM CONTROL PANEL. FACF 8 COMBINATION FIRE ALARM CHIME /STROBE MOUNT 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER Q P.A. SPEAKER FA SECURITY KEY PAD �� CEILING MTD. SECURITY CAMERA EWC EXISTING TO REMAIN (E) EXISTING TO REMAIN (N) NEW ITEM IG ISOLATED GROUND AFF, ABOVE FINISHED FLOOR N.I.C. NOT IN CONTRACT (R) EXISTING ITEM TO BE REMOVED (RL) EXISTING ITEM TO BE RELOCATED TYPE MANUFACTURER CATALOG NO. A LITHONIA 2SPG02– U31 –Al2 -120 Al SAME AS A EXCEPT PROVIDE WITH EMERGENCY BALLAST 8 LITHONIA EJ -2 -32 -120 C KURTVERSEN P602 –SC –EB C1 SAME AS C EXCEPT PROVIDE WITH EMERGENCY BALLAST LITHONIA LED -1 –RC- 1201277 EX -1 NOTES: 0 PROVIDE ELECTRONIC BALLAST 0 PROVIDE EMERGENCY BALLAST LIGHTING FIXTURE SCHEDULE VOLTS NO. OF LAMP LAMP LAMPS WATTS TYPE 120 2 31 TB DESCRIPTION 120 2 31 18 2'X2' RECESSED FLUOR. TROFFER 120 2 32 T8 4' FLOUR, INDUSTRIAL FIXTURE 120 2 26 PL SURFACE MTD FLUOR FIXTURE 120 2 26 PL 120 – – LED TOP MOUNTED EXIT SIGN 0 0 0 0 0 REMARKS GENERAL NOTES: THE CONTRACTOR SHALL PROVIDE AND MAKE OPERAT1ONAL THE ELECTRICAL SYSTEMS & EQUIPMENT ASSOCIATED WITH THE WORK DESCRIBED IN THE BID DOCUMENTS FOR THIS PROJECT. 2. ALL CONDUITS St- ALL BE 3/4" UNLESS OTHERWISE INDICATED 3. ALL WIRING SHALL. BE RUN CONCEALED UNLESS OTHERWISE SPECIFIED. 4, EXACT LOCATION OF HVAC Sc PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ART: SHOWN ON THE HVAC & PLUMBING DRAWINGS. 5. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND ROUGHING IN DIMENSIONS OF ALL EQUIPMENT AND SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED, I.E., POWER, CONTROL, INTERLOCK, ETC. 6. `IRE AND CONDUIT SIZES INDICATE ON HOMERUNS SHALL BE CONTINUOUS THROUGH CIRCUIT. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS, 7. ALL SWITCH CON ROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. 8. ALTHOUGH ALL BRANCH CIRCUIT W1RE AND CONDUIT IS NOT SHOWN, IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WRING SYSTEM BE INSTF LLED. 9. THE ELECTRICAL :ON TRACTOR SHALL FURNISH AND INSTALL ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE ELECTRICAL WORK COMPLETE AND READY FOR OPERATION. 10. DRAWINGS ARE D AGRAMMATIC ONLY: EXACT LOCATION, MOUNTING HEIGHTS OF EQUIPMENT AND ?OUTING OF RACEWAYS SHALL BE COORDINATED WITH THE EQUIPMENT RFQU REMENTS AND FIELD CONDITIONS. 11. THE CONTRACTCF SHALL PROVIDE AND INSTALL ALL NECESSARY SUPPORTS AND HARDWARE FOR HOUNTING OF ELECTRICAL EQUIPMENT. 12. THE ENTIRE ELECTRICAL SYSTEM SHALL BE TESTED FOR PROPER GROUNDING AND OPERATION PRICF TO FINAL ACCEPTANCE AS SPECIFIED IN THE BID SPECIFICATIONS 4 ND /OR AS SPECIFIED HEREIN. TESTS SHALL VERIFY THAT THE ENTIRE ELECTRICAL SYSTEM HAD NO SHORT– CIRCUITS, OPENS, OVERLOADS, OR PANEL UNBALANCES. ALL EQUIPMENT AND WIRING SYSTEMS SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. 13, ALL ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED FOR THIS PROJECT SHALL BE NE ' AND APPROVED BY U.L., EXCEPT WHERE NOTED. 14, FOR ADDITIONAL 'REQUIREMENTS, THE CONTRACTOR SHALL REFER TO DRAWING AND BID SPECIFICATIONS. 15. ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL COCE AND LOCAL CODES WHERE APPLICABLE. 16. ALL FLUORESCENT FIXTURES SHOW ARE RELOCATED UNLESS NOTED OTHERWISE. 17, ALL SHADED rLU)RESCENT LIGHTING FIXTURES SHALL BE CONTROLLED BY A SWITCH AS INDICATED ON FLOOR PLAN AND ALSO CONNECTED TO LINE SIZE OF LOCAL SWITCH FOR PROPER EMERGENCY BALLAST OPERATION. 18, ALL TYPE "EX" L GHTING FIXTURES SHALL BE CONNECTED TO CIRCUIT INDICATED AHEAD OF LOCAL SWITCH. 19. CONTRACTOR TO PROVIDE ALL NEW ELECTRONIC BALLASTS FOR ALL FLUORESCENT FI ›TURES UNDER THIS PROJECT AND PROVIDE EMERGENCY BALLAST FOR THOSE FIX1LRES THAT ARE GOING TO BE EMERGENCY LIGHTS. 20. ALL NEW 2`X2' FLUORESCENT FIXTURES ARE TO BE TYPE 'A' UNLESS OTHERWISE NOTED ON DWGS (SEE LIGHTING FIXTURE SCHEDULE FOR DESCRIPTION OF TYPE 'A' FIXTURES) !OEM Revisions: Seal: Consultants: BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 508 11. F1ZTC H ER AVENUE TAMPA. FLORIDA 33812 OPPICE:(6 960 -3999 PAX:(513) 964 -0920 E -MAIL: b`atpa•gte.net E ENTS ARCHITECTS .INTERIOR DESIGNERS \***>%•%•/-WiN:" 7- ay I 4N I 7A 3".. c 1 Vo \ aft. "<"•.:\ X > The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 First Union Notional Bank o f Florida ZEFNYRNILLS 38421 5TH AVENUE ZEPPYRNILLS, FLORIDA Drawing No. /Date E- 99255 3 MAY 19 Drawing Title /Scale /Drawn by W.J.C. LEGEND, GENERAL NOTES AND LIGHTING SCHEDULE SCALE: NOT TO SCALE BL DGi: DEMOLITION LEGEND S Nall t Imam mom riatmeammo DESCRIPTION 2'x2' RECESSED FLUOR. FIXTURE — , 2' 4 RECESSED FLUOR. FIXTURE 1 ° I IIII2 MAI EMI WM WORM 0 IIII I V SURFACE MTD. SQ. CAN INCAND. FIXT. RECESSED INCAND. FIXT. RECESSED. INCAND. DOWN LIGHT SURFACE SEMI CAN INCAND. FIXT. AMOMMINIIMMININIMMIMmoMMIORMY•011.rnimenalt.soll. WALL BRACKET FIXTURE PENDANT MTD. INCAND. FIXT. DATA OUTLET V NM 0 COMBINATION DATA/TELEPHONE OUTLET COMBINATION DATA/TELEPHONE OUTLET FLOOR DMA OUTLET 4 FLOOR TELEPHONE OUTLET 3 1tc 1 IMIIIIi FLOOR DUPLEX RECEPT. AtIMNIAMMS•Wilint DUPLEX RECEPT. 41:* DOUBLE DUPLEX RECEPT. WALL OR CEILING MTD SECURITY CAMERA 1114 IN4 EA AIWIMIMENNION.Wattt KEY pm) - SECURITY (DIEBOLD) S SINGLE POLE WALL SWITCH ST TIMER SWITCH Su TIMER SWITCH SK 1111[14. KEY SWITCH — TRANSFORMER ® MEM 0' RECESSED CEILING SPEAKER DISCONNECT SWT. DISCONNECT SWT. El P= -40 @ CONTROL PANEL MOTOR — JUNCTION BOX 41,3. EMERGENCY BATTERY UNIT TIME CLOCK ifi a METER IIIIIII POWER PANEL EMI alla. 1110011 DISTRIBUTION EMERGENCY BATTERY UNIT .M.MOIMMMIIMIMPIMSNSI WATER COOLER HP AIMMININIMIMAIMOMIMMIttrAIMNIMIlletaillaMOMMM•mannAll/Mit Ma PNRIMMEIMMENNEWItrn WEATHERPROOF (A) tommumaterammamoves Nonnuamttl REMOVE COMPLETE (n) --.........--......--.....--..— RELOCATE N.I.C. sinswi IIINIWImese I= INImastwanamaetonailln NM Mot* NOT IN CONTRACT OSINTILIIMMeamenollimalanall•Inalamml• )EMOLITION GENERAL NOTES: . THE CONTRACTOR SHALL DEMOLISH ALL EQUIPMENT WITHIN DEMOLITION AREAS AS IDENTIFIED ON THE ARCHITECTURAL DRAWINGS, EXCEPT AS NOTED ON THE DRAWINGS. . THE CONTRACTOR SHALL DEACTIVATE ALL CIRCUITS SCHEDULED AND/OR REQUIRED FOR DEMOLITION PRIOR TO STARTING ANY DEMOLITION WORK. . TZ-4E CONTRACTOR SHALL DISCONNECT, REMOVE AND MAKE SAFE ALL ELECTRICAL WIRING FOR EQUIPMENT TO BE REMOVED WITHIN THIS SPACE BACK TO THE POINT OF CONNECTION. . ALL SALVAGEABLE ITEMS SHALL BE TURNED OVER TO THE OWNER. THE CONTRACTOR SHALL VERIFY ALL EXISTING SOURCES OF POWER TO EQUIPMENT PRIOR TO FINAL REMOVAL. THE CONTRACTOR SHALL PROVIDE PROTECTION AROUND EXISTING PANELBOARD WITHIN ELECTRICAL CLOSET UNTIL DEMOLITION WORK IS COMPLETED. . • THE CONTRACTOR SHALL COORDINATE ALL SHUTDOWN PROCEDURES WITH THE OWNER PRIOR TO DISCONNECTING ANY CIRCUITS. . REMOVE ALL EXISTING LIGHTING FIXTURES, ASSOCIATED WIRING & CONDUITS. REMOVE AND RETURN ALL BALLASTS & LAMPS TO THE OWNER. ALL EXISTING ELECTRICAL DEVICES SHOWN ON ELECTRICAL DEMOLITION DRAWINGS ARE TO BE EXISTING TO REMAIN UNLESS OTHERWISE NOTED ON DRAWINGS. ). DISCONNECT EXISTING LIGHT FIXTURE IN THE VAULT AREA AND REMOVE FIXTURES TEMPORARY, CONTRACTOR TO REPAIR & PAINT EXISTING CEILING GRID. CONTRACTOR TO INSTALL FIXTURE BACK TO ORIGINAL LOCATION & CONNECT AS REQ'D. )EMOLITION NOTE: ) DISCONNECT & REPLACE EXISTING EXHAUST FAN, RETAIN CONDUIT & WIRING IN PLACE, RETAIN EXISTING BRANCH CIRCUIT. WIRE WAY wc fl\ K (R) (R) J AAA T AA A TEL. - TERMINAL MDP .rtrr tr 4 (R) EQUIPMENT STORAGE (R) _ , (R) (R) (R) (R) (i • 11. ^ ,I L • L l, . , xr 1 j: , t 1 .V Jr — ,t -' . 1 .1 )— A' ; r: 1 : J --,- ..., ...:, , IG ' ' G. r - - (R) ' (R) (R) — (R) (R) (R) r7. 1 (R) WOMEN (R) r - TT 7' 7 OFFICE IG (R) • TELLER AREA 1 .2_, (RIO (Rt) (R) MEN ) L (R) (R) (R) ' (RL) (R) ( R) IG . r :r 1 - (R) - (RL) - (RL) 1 7 7-- - 1 (RL) (R) r () ^ t J.= 1J. IG LOUNGE OFFICE n LOBBY (R) - (RL) (R) (RL) (RL) JAN (R) r 7 7-77 1 (R) (R) (R) (RL ) L. EL E vATCR OFF fCE — (RL) (RL) (RL) OF ICE wP (R L ) (RL) (RI) Y(R) T(R) (R)3 r R ) , R (R) • (R) 1(RL) (R) (R) (R) (R) (R2 TEL. (RL) I TER. (RL l "C, COAX (R) /2"C. (R) ",,-- 48" (R) L (R) (RL) (RL) (R) (R) (R) (RL) (R L ) - 7 7 SIGN (R)(R) (R STORAGE (RL) SECURITY ( R X (R) (RL) (R) (R) EXISTING 2')(4 FLUOR, FIXTURES TO BE RELOCATED. STAIR UP (R) (R) MANAGERS QF • (. SCOTS (R) (R) ( R) (R) (R) (R) FIRST FLOOR - ELECTRICAL DEMOLITION PLAN SCALE: 1/4"=1.--0" 11 / / :R) SEI: NOTE #10 (R) \C N ROOM (R) (R) (R) Notes: Revisions: Consult EC EEIIMAN, LEME BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 506 W. FIXTCHER AVENUE TAMPA, FLORIDA 33612 OFF10E:(813) 960-3399 FAX(8i3) 969 - biatpeflite.net ARCHITECTS • NIPIOR DESIGNERS The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 ZEF'NYRNILL5 38421 5TN AVENUE ZEPNYRNILLS, FLORIDA Drawing No./Dote ED1 First Union Notional Bank of Florida 3 MAY 19<39 Drawing Title/Scole/Drawn by W.J.C. FIRST FLOOR - ELECTRICAL DEMOLITION PLAN SCALE: 1/4" 1 E3L IC)61: ELECTRICAL NOTES: ® CONTRACTOR TO RELAMP EXISTING FLUORESCENT FIXTURES WITH NEW 18 LAMPS AS REQUIRED AND REPLACE EXISTING BALLAST W1TH NEW ELECTRICAL BALLAST AS REQUIRED. REPLACE ALL EXISTING LENS WITH NEW LENS AS REQUIRED AND RECONNECT BACK TO EXISTING CIRCUIT. (SEE DEMO DRAWING FOR EXACT NUMBER OF FIXTURES.) O CONTRACTOR TO REPLACE INCANDESCENT LAMPS WITH NEW COMPACT FLUOR LAMP FOR ALL DOWN LIGHTS. CONTRACTOR TO VERIFY DEPTH OF DOWN LIGHTS BEFORE REPLACING EXISTING BULBS. (SEE DEMO DRAWING FOR EXACT NUMBER OF FIXTURES.) ® CONTRACTOR TO PROVIDE BULBS TO EXISTING PENDANT MOUNTED FIXTURE IN EQUIPMENT ROOM. O CONTRACTOR TO RETAIN EXISTING BRANCH CIRCUIT IN PLACE IN THESE OFFICES, AND AREAS ® CONNECT COMPACT FLUOR FIXTURES BACK TO EXISTING TIME SWITCH LOCATED IN ELECTRICAL ROOM. (FIELD VERIFY) © CONNECT COMPACT FLUOR FIXTURES BACK TO EXISTING BRANCH CIRCUIT AND CONNECT TO EXISTING SWITCH CONTROL. O EXTEND AS REQUIRED CONDUIT AND WIRING AND CONNECT EXIT SIGN TO EXISTING BRANCH CIRCUIT AS SHOWN ON DRAWING. ® EXTEND AS REQUIRED CONDUIT & WIRING AND CONNECT FLUOR FIXTURE TO EXISTING BRANCH CIRCUIT AND CONNECT TO EXISTING WALL SWITCH. ® CONTRACTOR TO PRICE BUILDING LIGHTING FIXTURE AS NEW UNDER ALTERNATE #1. t0 RELOCATED CEILING MOUNTED SPEAKER, EXTEND ALL WIRING AND CONDUIT AS REQUIRED AND RECONNECT BACK TO EXISTING P.A. SYSTEM. 11 RELOCATED CEILING MTD. SECURITY CAMERA, EXTEND ALL ASSOCIATED WIRING & CONDUIT AND CONNECT BACK TO EXISTING SECURITY CAMERA SYSTEM. (TYP.) GENERAL NOTES: 1. FOR LEGEND, FIXTURE SCHEDULES, AND GENERAL NOTES SEE E -0. F .. .. _ .. .. ........ .. __ ........ .. .. _ Iml. mw mammas mO Om ommememO milD milP momparms. em. ow mmoimmommO oid. wat worm.. vim sm. C C Ci (N) (N) (N) C C Ct ( ) (N) SS COPY FUTURE ATT1 ROOM (N) 0 MOP/ (E) STORAGE EQUIPMENT N) AA -41 (N) (N 41 (N) (N) 41 41 (N) EX-1 41 41 41 41 41 NC (N) (N) 41 (N) (N) DIRECT LINE MEN UJQMEN S 41 41 ) 0 (N) FS -I F5 -2 LOUNGE LOBBY OK DESK TELLER AREA JAN. (N) OOP MO OalMOMNIMMI1 MO. OM MOIMONIORMMO 1 SUPPLIES 1 BEAD TELLER AA— ELEYATCR F5 -3 FIRST FLOOR - LIGHTING PLAN SCALE: 1 /4 " =1' -0" OM IMMOMMOMM OM* MOIMOOMMOO MOONOOMOMM MO MO DISABLED STATION B . 1 1 L ass G B . MAI II STAIR UP O O F5 -4 FOSSIBLE P.C., P.I.C. OR D.L. CASH ROOM ow am ewer.* se we wwwwweem elm em wwwwwwee we me wwwwwwwe we ee wwwwwftwo em. me =mews* wo we mesomewe ee we Notes: Revisions: 1 ConsuT[ ants: I The Edgewater Building 600 South Magnolia Avenue 1 Suite 150 Tampa, Florida 33606 Phone (813) 251 - 0565 1 Fax 813 251 - 0567 6NGIN ERA'(G CONSULTANTS bQ6 1/. FLETCHER AVENUE TAMPA. FLORIDA 93612 0rnICE:(613) 960 -3399 FAX:(et3) 969 -0980 E -MAIL: bgatpaOgte.net MOMWOMI emwee E -1 99155 I_ M ENTS ARCHITECTS •INTPIOR DESIGNERS Zom? ■N *.A\171; Zri. \PA *1‘;11, 4" 1 414 /. al I ■ First Union Notional Bank of Florida ZEPNYRPILLS 30421 51N AVENUE ZEPI- 4YRNILL5, FLORIDA Drawing No. /Date 3 MAY 1999 Drawing Title /Scale /Drawn by W.J.C. FIRST FLOOR - LlGHTIIG PLAN SCALE: 1/4" 7 I' -O" E3LDC*: ELECTRICAL NOTES: 01 PROVIDE (2) JUNCTION BOXES, ABOVE ACCESSIBLE CEILING, FOR CONNECTION TO TELLER SURFACE MOUNTED METAL RACEWAYS. PROVIDE TWO CELL SURFACE METAL RACEWAY, YNTH SEPARATE CELL FOR POWER RECEPTACLES AND DATA /TEL: OUTLETS WIREMOLD G2000 SERIES WITH ALL REQ'D SUPPORTS, FIT1INGS ETC. PROVIDE RECEPTACLES AT 12" O.C. MTD AT 3' -6" AFF OR TOP 6 ABOVE COUNTER BACK SLASH AS REQUIRED. (DATA 4-120V IN SEPARATE RACEWAY) PROVIDE DUPLEX RECEPTACLE, FLUSH MOUNTED 0 22" AFF. VERIFY MOUNT HEIGHT. 0 PROVIDE RECEPTACLES SURFACE MOUNTED INSIDE CABINET (TYP.). 4U PROVIDE THREE GANG JUNCTION BOX FLUSH MOUNTED ON THE FLOOR FOR POWER, TEL. /DATA WITH BRUSHED BRASS COVER. PROVIDE ALL FLEX CONNECTION. O RECONNECT. REPLACE EXHAUST FAN "EF -1 ", EXTEND CONDUIT AND WIRING AS REQUIRED AND CONNECT TO EXISTING PANEL "AA" CKT 28. GENERAL NOTES: 1. VERIFY AND COORDINATE ACTUAL LOCATION OF OUTLETS INCLUDING DATA /TEL. WITH FURNITURE PLAN. ARCHITECT AND OWNERS REPRESENTATIVES SUCH THAT THEY ARE SPACED UNIFORMLY AND MAXIMUM OF 6" ON CENTER AND CONCEALED BY FURNITURE. WHERE REQUIRED. 2. VERIFY AND COORDINATE THE EXACT LOCATION OF ALL BANK EQUIPMENT WITH EQUIPMENT REPRESENTATIVE(S). REFER TO EQUIPMENT DRAWINGS FOR ADDITIONAL POWER AND RACEWAYS REQUIREMENTS. 3. 120 VOLT DUPLEX RECEPTACLES IN FLOOR OUTLETS ARE LOCATED WITHIN FLOOR BOXES WHICH ALSO CONTAIN DATA /TEL OUTLETS. VERIFY LOCATION & COORDINATE WITH ARCHITECTURAL OWLS. 4. ALL DATA /TEL OUTLET CONDUIT TO BE RUN AND STUB -UP ABOVE SUSPENDED CEILING. PROVIDE 3/4 "C STUB -UP. ABOVE SUSPENDED CEILING. WIRING BY OTHERS. 5. FOR ELECTRICAL LEGEND SEE DRAWING E -0. 6. PROVIDE ISOLATED GROUND TO ALL DOUBLE DUPLEX, RECEPTACLES IN THE TELLER AREA UNLESS OTHERWISE NOTED. ainummartimumnirrionm AAA AA A MDP r� 2 1 "C _ .: AA-42 AA -2 33 33 -UP TO CLG 1 "C A AA -34,36 33 AA -32 1 "C AA -4 ^_ SCALE: 1/4 " =1' -0" 4 4 4 6 6 6 33 a0 AA -16 (E) UP TO CLG 1 "C —AA-3 • : : - AA -31 O AA -5 O 1 —AA--33 (E) AA--36 38 38 q 16 18 38 FIRST FLOOR - POWER PLAN UP TO CLG 1 "C A -15 15 (RL 38 AMR ■ J � AA- 2.5 38 Notes: Revisions: Seal: Consultants: ENGINEERING CONSULTANTS 5oe W. FLETCHER AVENUE TAMPA. FLORIDA 93412 oFTICE:(613) 940 -3399 FAX:(813) 949 -0920 E -MAIL: bjatpa11P;te.aet E- LE- M E- NITS ARCHITECTS •INTERIOR DESIGNERS , **7; 44 c21 ‘ -‘,. < • i'Vft l ' 1 "" sft‹./. - I/. E-2 99255 ®c _ The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fox (813) 251-0567 "S \ 10 1 First Union National Bank of Florida ZEP1-{YRNILLS 38421 511-4 AVENUE ZEPNYRHILLS, FLORIDA Drawing No. /Date 3 MAY 1999 Drawing Title /Scale /Drawn by U.J.C. FIRST FLOOR - POWER PLAN SCALE: 1/4 "= I' -0" SL Inds*: STORAGE COPY/FUTURE ATM R AAA AA EQUIPMENT A MDP NOTES: 4 0 DIET LINE WOMEN F5-I F5-2 67 PROVIDE A NEW 20A/IP CB FROM PANEL "A" FOR ALL NEW CEILING MID. SMOKE DETECTORS. (FIELD VERIFY) PROVIDE 2#12, I#12G-3/4"C. (TYP.) 1■••••■■••■10.0■■•••■•■, 01■1•1.010••••••••■1••■ C-h< DESK [ELL FR AREA LOUNC El ••■•••..1.16■0.01•■■ , UPFL I ES ( vow* ELEvATCR FIRST FLOOR - SPECIAL SYSTEMS SCALE: 1/4"=1 F5-3 0154131. STATIC' C ••••••■••••■■•••••■•■■•• El 111111:1111 n u STAIR UP '/AULT (7-451-4 ROOM F5-4 POSSIBLE P.C., P.I.C. CR D.L, 9.0** O45- ROOM Notes: Revisions: Consulfa ENGINEERING CONSULTANTS 508 P. FLETCHER AVENUE TAMPA, FLORIDA 33412 OFF10E:(513) 060-3399 FAX:(813) 949-0920 bgatpaegte.net ARCHITECT'S •INTERIOR DESIGNERS ZEPHYRNILL5 38421 5T1-4 AVENUE ZEPI-4YRNILLS, FLORIDA Drawing No./Date 3 MAY 19'39 E- 3 Va255 The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251-0565 Fax (813) 251-0567 VIIMINIMMIIMMINEMININELO 7 - L. IV1 -NITS First Union National an of Florida Drawing Title/Scale/Drawn by W.J.C. FIRST FLOOR - SPECIAL SYSTEMS SCALE: 1/4"21'-0" TESETTX31`: PANEL SCHEDULE: "AA" (EX) TYPE: SQ'D' LOCATION: ELECTRICAL RM. SERVICE: 120/208V. 30 4W MAIN: 225A M.L.O. Ui RATING: 10K A.I.0 CKT NO DESCRIPTION C. BKR. LOAD KVA. /0 C. BKR. DESCRIPTION CKT NO A P A B C A B C A P EXIST, LOAD 1 NEW LIGHTS 0 20 1 1.2 1 x 9 P; EXIST. LOAD 20 1 O RECEPTS (5) TELLER 2 3 RECEPTS (5) TELLER ( €�a� `� 20 1 >�. .9 .9 20 1 RECEPTS (5) TELLER 4 5 RECEPTS (5) TELLER O 20 1 1 O .9 co . e RECEPTS (6) 1`� 20 1 1 EXIST. LOAD 7 EXIST. LOAD RECEPTS (6) 0 Q 20 20 1 1.0 1O 20 11 EXIST. LOAD OD 9 RECEPTS (4) 1 7 � i �` i 10 11 EXIST. LOAD 14 15 12 13 16 17 , x , 14 15 18 19 T 1.0 ' 20 1 � ° RECEPTS (6) 16 17 20 21 EXIST. LOAD 18 19 � tx �'� ° . 20 21 23 wg - x t _: 22 23 SIGN 1( 20 1 a 1.0 'S4 ) °: t 29 24 26 25 EXIST. LOAD r 1 p y x d , x 4: v { :. 30 31 27 - 32 33 .7 L 20 1 1 EXH. FAN 28 29 � r EXIST. LOAD 30 31 33 RECEPTS (5) TELLER 20 1 ` "" 9 3T;, 20 1 O RECEPTS (5) TELLER 32 RECEPTS (6) TELLER 20 1 s , 1 0 39 41 .7 e . 20 1 .Q1 RECEPTS (5) TELLER 34 35 37 WATER COOLER �j 20 1 ' ` .7 t ,7 20 1 Oi RECEPTS (5) TELLER 36 EXIST. LOAD L NEW LIGHTS i Y 6 1.0 _ 20 20 1 O1 RECEPTS (6) REFRIGERATOR 38 40 39 41 20 1 1.5 �' 1.0 20 1 Q RECEPTS (6) 42 3.1 2.6 4.1 2.8 4.1 1.7 TOTAL CONNECTED LOAD: 18.4 KVA 51.1 AMPS TOTAL DEMAND LOAD: 12.4 KVA 34.4 AMPS PANEL SCHEDULE: "A" (EX) TYPE: SQ'D' CATION: ELECTRICAL RM. SERVICE: 120/208V. 30 4W MAIN: 225 M.L.O. TING: A.I.0 CKT NO DESCRIPTION C. BKR. LOAD KVA. /0 C R. DESCRIPTION CKT NO. A P A B C A B C A P 1 EXIST, LOAD •, z 1 EXIST. LOAD 3 ( €�a� `� 4a " b �` ,y�; 'S'# >�. 1 5 ) E�1�k A + � lA� � Y s 7 :� „ r 20 1 O COPY MACHINE co 7 RECEPTS (6) 1`� 20 1 1 1.0 h Y : _: i EXIST. LOAD 9 RECEPTS (D) 1O 20 11 EXIST. LOAD 12 13 �` i 14 15 16 17 , x , 18 19 � ° - `' � � x. , i. 20 21 22 23� tx �'� ° 24 26 23 29 r 1 p y x d , x 4: v F1 30 31 - 32 33 � 35 � � � ( _ � r 36 37 'J.' : , . _ � �' 3p� ?'�, 38 39 41 40 � 42 1.0 .5 - - - .7 TOTAL CONNECTED LOAD: 2.2 KVA 6.1 AMPS TOTAL DEMAND LOAD: 1.5 KVA 4.2 AMPS 1D REPLACE EXISTING 20A /IP CB WITH NEW 20A /IP CB menommumniritinollisiiiintmituraitairimmimM 10 REPLACE EXISTING 20A/IP CB WITH NEW 20A /1P C8 ■ u Notes: Revisions: Consultants: MEN CM A. BOSEK, GIBSON & ASSOCIATES ENGINEERING CONSULTANTS 503 S. FLETCHER AVENUE TAMPA, FLORIDA 336t2 orFics:(et3) 9430 -3399 FAX:(et3) 949-0220 E -MAIL: b1atpaegte.net ELEM ENTS ARCHITECTS •INTERIOR DESIGNERS lc .. ),\"/ E -4 99255 The Edgewater Budding 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone (813) 251 -0565 Fax (813) 251 -0567 Drawing Title /Scale /Drawn by ELECTRICAL PANEL SCHEDULES SCALE: N.T.S. E3L3Cs &: First Union Notional Bank of Florida ZEPNYRHILLS 38421 5TH AVENUE ZEPHYRNILLS, FLORIDA Drawing No. /Date 3 MAY 1999 w J.C.