The URL can be used to link to this page

Home My WebLink About2 Red Cleveland Blvd Plans new construction Dollar Rent A Car Airport.. f. .. '. .. :.. ., .. -. _: .. .. .. , y ._. .. F ..... ... ... . .., . .:: as J I a I® STORM DRAINAGE STRUCTURE SCHEDULE FDOT TYPE FDOT INDEX :NO, TOP - ELEV INVERT `ELEV COMMENTS NORTHING. EASTING 233 49,00 46.10 7759.80 5699.98 2 F 233 49.00 45x67 E & 43.80 S 7759.80 5572.98 3 P-5 200/211 48,65EP 43,14 N & `S ALT B BOTTOM 7577.86 5572.98 4 P-5 200/211 49,65 EP 43.07 N & 42.52 SE ALT B BOTTOM 7559.86 557198 5 P-5 200/211 48.85 EP 45.95 ALT, B BOTTOM 7577.86 5832,8.8` 6 P-5 200/211 48.85.:EP 45.94 N & SW ALT ' B . BOTTOM - '7558.86 5832.98 7 •.' P-6 200/211 48.45 EP 45,66 NE, 42,24 NW &, S ALT B BOTTOM `x 7469.86 5726.31 8 F 233 48,00 41.56 N & SW 7233.58 5726.31 9 EXISTr - 44.29 40,60 NE &. SW EXIST INLET 7018.83 5559.63 10 P-6 200/,211 49.40 EP 46.5 ALT B' BOTTOM 7469.86 5491.31. 11 F 233' 48,00 46.26 N & 45.76 SW 723358 5491.31 12 - P-7 200/201 48.45 46.38. NW, 45.46 NE & ' 41.11 SW , ALT B BOTTOM, TYPE I FRAME 7123.77 5395.13" 13 ' P-5 200/211 49.35 EP 46.45 ALT B BOTTOM " 7186,18, 5346,31 14 - P-5 200/211 ' 48.05 EP 45,15 ALT B BOTTOM '_ 7525,92 6077.60 15 MES 200/201 - 45.11 755831 6120.05 16 ` P-6 200/211 46.75 EP 43.85 ALT B BOTTOM 7220.08 6095,50 MES 200/201 - 43.73' 7210.11 6149.86 ' 18 C 232 : 45.5.0 42.60 6813,89 5872.31 ` 19 `' P-6 200/211 47.00 EP- 42.16 NW & SW ALT B BOTTOM 6881,61 5884,32 20` EXIST, - ` - MATCH EXIST. APPROX. 41.86 REMOVE STRUCTURE '& EXTEND 'PIPE 6864.83 5869.68 21 P-6 200/211 60,18 45,42 , 7577.86 5207.29 22_1 EXIST, -50.20 44.94, E & W EXIST INLET 7577.86 4976.07 23 ' P-7 2,00/201 50,60 44.25 E- & S `- 7569.43 4,876.35 24., P-7 200/201 - 50.50 43.56 N & 43.06 W = 7464.86 4876.35 25 P-6 200/211 47.50 - EP 44.10 ALT B , BOTTOM 715358 5282.31 . 26 P-6 200/211 47.50 , EP 43.91 -E & W ALT , B BOTTOM 715 31.5 8, .5136.31 27 P=6 - 200/211 .47.50 EP 43.27 E & 42.72 NW ALT .B BOTTOM _ .7153.58, 4990,31 28': P-6 :200/211 48.50 EP 42.57 BE & W ALT, B BOTTOM 7198,36 48621,00 P76 200/211, - 48.00 EP 42.41 E & 5W ALT, B, BOTTOM „ . 7195.36 4718.06 30 EXIST. - 46:58 42.35 NE &` SW ;(EXISTING EXIST INLET 7153.11 4689.7$ 31 MES . 200/201 IMATCH EXIST.. APPROX, = 39.62 6672,43 6101.63 IN NO. DRAW GPAVEMENT _0 0 .ATE E F 0 T 0 S ;..ARE V T LI E F TU LOCATIONS I N, 6 ST UC AND E , „ L45112 , ., .. -., • J. . f OF SHEET ` - e. v' , a , r v z - i„ t :4 r. c. , : s , �M1 `S 1 5 x v g 4 z r qq 't � "Ahl 0s1 no 225 AMP MAIN LUGS PANEL LP 1 A MODEL: 5QUAKt-u, Nt.Hts, IJV i i urn r ttv 14 KAIC (MIN) BOLT -ON BRANCH BREAKERS FIRST FLOOR LIGHTING TYPE: NEMA-1, SURFACE MOUNT, 42 POLE 225 AMP COPPER BUS 480'f 277 VAC, 30, 4W RATING: 65 KAIC MIN SERIES RATED. SERVICE LOAD KVA COND DIA WIRE AWG TRIP AMPS CKT NO. BRK PLS PHASE/ POLE # BRK PLS CKT NO. TRIP AMPS WIRE AWG COND DIA LOAD -KVA SERVICE LTG 102,103 2.88 1/2, 12 20 1 1 1 A 2 1 20 2.50 FUTURE CANOPY LTG LTG 120,122,102,105 2.12 1 /2 12 20 3 1 3 B 4 1 20 2.50 FUTURE CANOPY LTG LTG 100,106-1 14,121,STR 1 2.92 1 /2 12 20 5 1 5 C 6 1 20 2.50 FUTURE CANOPY LTG LTG 101 3.48 1 /2 12 20 7 1 7 A 8 1 20 2.50 FUTURE CANOPY. LTG LTG 117,1 18,101,STAIR2 3.56 1 /2 1 12 20 9 1 9 B 10 1 20 2.50 FUTURE CANOPY LTG LTG 109 3.00 1 /2 12 20 11 1 11 C 12 2 1 12_[_20 .8 1 -1/2 2.53 PKG LOT LTG LTG 116 3.00 1 /2 12 20 13 1 13 A 14 - - 20 8 - 2.53 PKG LOT LTG CANOPY LTG 3.52 1 /2 12 20 -15 1 15 8 16 2 16 20 8 1-1/2 1.38 PKG LOT LTG CANOPY LTG 2.46 1 /2 12 20 17 1 17 C 18 - - 20 8 1.38 PKG LOT LTG CANOPY LTG 2.46 3/4 12 20 19 1 19 A 20 2 20 20 8 1 -1/2 1.84 PKG LOT LTG CANOPY LTG CANOPY LTG 1.32 2.46 - - 12 12 20 20 21 23 1 1 21 23 8 22 24 - 2 - 24 20 20 8 8 - 1 -1/2 1.84 1.84 PKG LOT LTG PKG LOT LTG SPACE 0.00 25 1.84 PKG LOT LTG SPACE 0.00 27 ]A26 0.00 SPACE SPACE 0.00 29 30 0.00 SPACE SPACE 0.00 _ 31 A 32 0.00 SPACE SPACE 0.00 133 8 34 0.00 SPACE SPACE 0.00 35 C 36 0.00 SPACE SPACE 0.00 37 A 38 0.00 SPACE SPACE 10.00 39 B 40 0.00 SPACE SPACE 0.00 41 C 42I L 1 0.00 1 SPACE CONN PHASE: A: 23.03 KVA B: 18.74 KVA C: 19.09 KVA N: 23.03 KVA CONN TOTAL: 60.86 KVA / 73.20 A x 1.25 = 91.50 A DF: 1.00 DEMAND TTL: 60.86 KVA / 73.20 A x 1.25 = 91.50 A N: 103.93 A 0 GROUND FAULT INTERRUPT CIRCUIT BREAKER SHUNT TRIP CIRCUIT BREAKER, ONE ADDL. SPACE READ. I LIGHTING CONTACTOR PARKING LOT LIGHTING MARK LC2 U� 12 POLE, 277V/60/10, 20 AMP CONVERTABLE CONTACTS 120V/60/10 COIL, ELECTRICALLY HELD, IN A NEMA-1 ENCLOSURE. SQUARE-D, CLASS 8903, TYPE LG-120U, OR APPROVED EQUAL' POLE CNTC PANEL & POLE CNTC PANELc to NO. TYPE SERVICE CKT. NO. N0, TYPE SERVICE CKT. NO. A 1 N.O. PARKING LOT LTG LP1-12 2 N.O. PARKING LOT LTG LP1 -20 - f 3 N.O. PARKING LOT LTG LP1-14 N.O. PARKING LOT LTG LP1-22 .„ . �. ... ,: :'. �. ,. ,' ,,, .. F, ..: .. �' \. ', ,. , ,.. . - ,. '-,- _: ,, .. ::- .. _� _ _ , 1 1/Z' PRE -FORS`" tE® METAL CONC. FOOTING - SEE 5TRUC. DU)G'S. FOR 51ZE 4 REINF, 4' CONC. SLAB W14?Xb 10/10 LUIP. ON & MIL. VAPOR 5ARRIER W1 TERMITE TREATED CLEAN COPAPACTED EARTH FILL 77777 ., 30'-011 SL/ F _j F-5 F-5 —11 II II I, II I II II 11 II I1 II I ll CAR WASH �l 5LAB ,I II I1 F-I Fin. Floor Elev. 100.0' I) I ,I II II II I II II II F-5 � �I ------ F-1- ---- 12" 28' -0" F-1 MONOLITHIC 5LA3 PLAN FOR GAR WASH SCALE 1/8" = 1'-0" a I MONOLITHIC CONCRETE SLAB PLAN SCALE 1/6" = 1'-0" i BOLTS BY MFG. (0" GONG. SLAB S HAIRPIN X 20' 3 S GONT. /_ (o 05 X ' `'t'2 11 r — _ 314011 5 05X 3( 11 DETAIL F-L S HAIRPIN (TYP.) •: 1 . a - - 4 05 X 30" 4 '0 5 X 30" _ 31_011 DETAIL F-3 *5 HAIRPIN ITYPJ (o PrO X 42 " E A. WY. DETAIL F-5 -i05 X42" 41-011 DETAIL F-4 FOOTiNG DETAILS SCALE 3/6" = I'-0" FOOTING SCHEDULE MARK WIDTH LENGTH REINFORCING NOTES: F-1 1'-0" CONT. 3 05 CONTIN. 03 is 48" C/C F-2 3'-6" . 4'-0" 5 05 L.W. t 6 F-3 V-0" V-0" 4 S. EA. WY. F-4 4'-0" 5'-011 6 "5 L.W. t 1 05 S.W. F-5 4'-0" 4'-0" 6 05 EA. WAY HAIRPINS TO BE 05 X 20' BENT AROUND COLUMN ANCHOR BOLTS. Maw 35'-0" 12" L STRUCTURAL DESIGN CRITERIA CODES:Standard Building Coda, 1991 Edition Building Code Requirements For Reinforced Concrete (ACI 318-6S) Specifications for Structural Concrete for Building (ACI 301-89) ,415C Manual of Steel Construction (Ninth Edition) �. 2OPSF 'N1 1\'; LiVE LOADS:ROOF: 125 F'SF La Floor: .� jn N WIND LOADS: (5B.C.)WInd Velocity 100 M.P.N., Use Factor: 1.0 z CONCRETEAII Concrete 3000 PSI W �' ill LU STRENGTHPea Gravel Concrete for Filled Cells Only 2000 PSI *28 DAYSaDo not use for Concrete Columns or Tis Beams) LU > LU REINFORCING: Welded wire fabric shall conform t., ASTM A185 All barsASTM 615-60 60,000 PSI :5 j LL V reinforcing All tIa6ASTM 615-40 40,000 PSI U) ' C3 stirrups and LU cc SOIL BEARINGAIIowa ble Boll bearing pressure 2500m PSF LU 10 VALUE:after compaction: �.' Sea Soils Report and Specifications for Compaction requirements. I STRUCTURAL NOTES W C ®U) CONCRETE: All concrete shall be poured In accordance with the ACI 318-8S Code, ACI 301 Specifications, Recommended Practice for Measuring, Mixing, and ACI 304-6S Proposad Revision and Transportation, and Placing Concrete. All Concrete shall place with slump per Specifications. Areas In Concrete Slabs on fill shall be poured on soil compacted as per 6011 engineer's report- LL excess of 600 square feet shall have control joints between construction joint. Maximum slump For concrete case In footings and for slabs on grade shall be 4". Vapor barrier beneath concrete slabs on grade shall be 6 mil polyethylene. 1. All slabs on grade should be 4" thick, reinforced with 6x6 / WI.4 x WiA WWF placed in the upper third unless otherwise indicated. PUMPED CONCRETE: IF the contractor uses a concrete pump, a concrete pump design mix and type of equipment to 1 Z be used shall be submitted for review. All slumps and testing for pumped concrete shall be W Q taken at the discharge end of the hose. o REINFORCING STEEL 00 4-j CD 00 M U All reinforcing steel shall be new deformed bars fray From rust, scale and oil and shall meet 4+ W ASST. A-615. ReinForcing for Footing$ shall be supported on precast concrete pads, top CC/r7 Q reinforcing shall be positively supported by temporary stringers. Dowels For columns and Filled U cells shall be secured in place by using additional cross -reinforcing tied to footing reinforcing. the r- CD Splices in reinforcing where permitted shall be the following minimum, except as shown on drawings: r— W Footings, Walls, Columns, B®ams, Slabs26 dia. or 2'-0 min. Cn q Welded Wire Mesh ------------------- 8" � Q Temperature Reinforcing - ---20 dia. or P-0 min. CONCRETE COVERAGES: w �- Footings: Top --------------- 2" clr. _Q - a Bottom and unformed edges --- 3" clr.M u MEMO Slabs: Top and bottom reinforcing---- 3/4 clr. Q �, W Shop Drawings for bar placement shall be submitted For review prior to Fabrication. o (In EMr_3EDMENTS SLEEVES, AND OPENINGS: U �" CIO o IM vi �? W it is the responsibility of the Contractor to coordinate the location and installation of anchorage U N Q 4 devices cast into the structural frame for the support of the material and equipment that is iLn furnished and installed by various trades. Provide dovetail anchor slots where shown on the drawings. All shall be spaced not less than 4 diameters on center, and outside diameter shall U~; not exceed i/3 the slab thickness. Aluminum pipe or condult shall not be embedded In W a d concrete. All penetrations through beams and slabs must be sleeved. Q U Q. Pitch concrete slabs where required for drainage. Concrete shall not be less drawings. Cora drilling will not be permitted. drawings larger than 1 h'? " O.D. shall ILSleeves N ' or condult not shown on the structural and Q i1j reeive written approval prior to placement. Sleeves shall be located a minimum of 1'-0" from c I - d ' the face of any column. Sleeves shall be spaced a minimum of 3 diameters O.D_ D All anchors , inserts, and plate embeds for the support of steel shall be placed in accordance with these drawings. 11VLiJUVp� .:.; �80 wan ast falrbankft evaonua auito Wl��7ER PARK FLORDA 3e7188 TEL �407-8•4y-8�38 l I 4 PROVIDE 3/4" SHUT—OFF VALVE AND UNION AT CONNECTION TO HEATER. HOT WATER SUPPLY LINE, SIZE AS LISTED ON PLAN. PROVIDE RELIEF VALVE, SIZED FOR 150 PSI WORKING PRESSURE PER ASME STANDARDS. ELECTRICAL PIGTAIL AND RECEPTACLE PROVIDED BY ELEC CONT, COORDINATE REQUIREMENTS AND. LCN WITH G.C. ELECTRIC WATER HEATER AS SPECD. DRIP PAN MADE OF 18 -Ga. GALV. STEEL, PROVIDED BY PLUMBER COLD WATER SUPPLY LINE, SIZE AS LISTED ON PLAN. PROVIDE 3/4" SHUT—OFF VALVE, UNION AND 1 /2" DRAIN VALVE AT CONNECTION TO WATER HEATER. RELIEF VALVE DISCHARGE LINE AND DRAIN LINE ROUTED THROUGH FLOOR AND OUT OF BUILDING AT REMOTE LOCATION. COORDINATE LCN WITH G.C. AND OWNER. UNDER COUNTER ELECTRIC WATER HEATER DETAIL (N.T.S.) PLUMBING FIXTURESCHEDULE - -- P1 HANDICAP WATER CLOSET — FLUSH VALVE, TYPE: UNIVERSAL—RUNDLE, 1.5 GPF P9 SINGLE COMPARTMENT SINK: ELKAY MODEL No: ECC-2522, 20 GA., 302 SST, SELF VITREOUS CHINA WATER SAVER TOILET, 16 HIGH, COLOR — WHITE RIMMING,. 3-1/27 DRAIN OPENING, 3 HOLES ON 4+CENTERS. SEAT: CENTOCO MODEL 500 SERIES, OPEN FRONT SEAT, COLOR — WHITE. FAUCET: T&S BRASS MODEL No: B-865-4, g CENTERS, HOT & COLD INLETS. FLUSH VALVE: ZURN MODEL TO MATCH W.C.., 1" IPS SUPPLY, CHROME FINISH. .1/2" 6" GOOSENECK, CHROME FINISH GRID.` DRAIN: ELKAY MODEL No: LK-35, 1-1 /2" TAILPIECE. P2A WATER CLOSET - FLUSH VALVE FLOOR MOUNT TYPE: UNIVERSAL—RUNDLE, 1.5 GPF STOPS: 3/8" SOLID BRASS CHROME PLATED. P—TRAP. 1-1 /2" CAST BRASS (17 GAUGE), CHROME PLATED. VITREOUS CHINA WATER SAVER TOILET, 18" HIGH, COLOR — WHITE SEAT: CENTOCO MODEL 500 SERIES, OPEN FRONT SEAT, COLOR — WHITE. FLUSH VALVE: ZURN MODEL TO MATCH W.C., 1" IPS SUPPLY, CHROME FINISH.. EWH1 ELECTRIC WATER HEATER — 15 GAL: RHEEM MODEL No: EGSP-15, POINT —OF —USE TYPE, 2-3000 WATT HEATER ELEMENTS, WIRED FOR NON —SIMULTANEOUS OPERATION, P3 HANDICAP URINAL: UNIVERSAL—RUNDLE MODEL No: UR-4993, BALI VITREOUS 208 VOLT SINGLE PHASE, WTIH WALL MOUNT KIT(AS-36111A) AND THERMOSTATIC CONTROL SET FOR 120 DEGREE OUTLET TEMPERATURE. CHINA WATER SAVER SIPHON JET URINAL WITH FLUSHING RIM, INLET: 3/, " SPUD, OUTLET: 2' N.P.T. INSIDE THREADED CONNECTION, COLOR — WHITE. FLUSH VALVE: ZURN MODEL: Z-6003, SUPPLY: 3/4" IPS, CHROME. FD FLOOR DRAIN — 6" DIA (ROUND FACE) STRAINER: ZURN MODEL No: ZB-415—P— CARRIER SYSTEM: ZURN MODEL No: Z-1222, PLATE TYPE WITH BEARING PLATE, 1 /2', D.C.C.I. BODY ASSEMBLY, POLISHED BRONZE TOP, 1 /2" TRAP PRIMER FLOOR MOUNTED URINAL SUPPORT. CONNECTION, WITH CAST IRON DEEP SEAL TRAP ZURN MODEL No: Z-1000. PROVIDE PIPE SIZES AND AUXILIARY INLETS (AND SIZES) AS LISTED ON PLAN. P4 HANDICAP LAVATORY — WALL HUNG: UNIVERSAL—RUNDLE MODEL No: U—R 4642, CLAYTON VITREOUS CHINA, FOR CONCEALED ARM CARRIER, 4" CENTERS, WHITE. HB HOSE BIBB: WOODFORD MODEL No: 24P, SOLID BRASS, 3/4" FPT SUPPLY FAUCET: SYMMONS MODEL No: S-60—H, 4" CENTER, SLOW —CLOSING OMNI CONNECTION, WITH VACUUM BREAKER. TEMPERATURE METERING FAUCET, 3/8" O.D.INLETS, BLADE HANDLES, CHROME. GRID DRAIN: McGUIRE MODEL No: 155WC, 1-1 /4" OFF —SET TAILPIECE. STOPS: 3/8" SOLID BRASS CHROME PLATED STOPS. P—TRAP: 1-1/4" CAST BRASS (17 GAUGE), CHROME- PLATED P—TRAP. CONCEALED ARM .CARRIER: ZURN MODEL No: Z-1231 OR Z-1231 —D FOR BACK—TO— BACK INSTALLATIONS. INSULATE HOT AND COLD WATER SUPPLY LINES AND WASTE CONNECTION WITH TRAP WRAP KIT 500R, OR McGUIRE EQUAL. P4A LAVATORY — WALL HUNG: UNIVERSAL—RUNDLE MODEL No: U—R 4642, CLAYTON VITREOUS CHINA, FOR CONCEALED ARM CARRIER, 4' CENTERS, WHITE. FAUCET: SYMMONS MODEL No: S-60—A, 4' -CENTER, SLOW —CLOSING OMNI TEMPERATURE METERING FAUCET, 3/8" O.D. INLETS, CHROME. GRID DRAIN: McGUIRE MODEL No: 155A, 1-1/4" STANDARD TAILPIECE. STOPS: 3/8" SOLID BRASS CHROME PLATED STOPS. P—TRAP: 1-1/4" CAST BRASS (17 GAUGE), CHROME PLATED P—TRAP. CONCEALED ARM CARRIER: ZURN MODEL No: Z-1231 OR Z-1231—D FOR BACK—TO— BACK INSTALLATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 7" onl n WATC0 AIAIAI Tn of m runtn , r Plumbing Life Legend :. 01129 " Floor Plan -- — — Roof Plan Cold Water, Supply , , y . a\ --- ---- Cold Water Line, Underground — 116 F Hot Water, Supply, — — — -- — — -- Sanitary Sewer Vent Sanitary Sewer Line �. 1-1 /2" VENT THROUGH ROOF WITH WEATHER TIGHT FLASHING AND PIPE SUPPORT AS REQUIRED BY LOCAL CODES. ENSURE STACK EXTENDS MORE THAN 10" ABOVE ROOF. 1 —1 /2" VENT THROUGH ROOF WITH WEATHER TIGHT FLASHING AND PIPE SUPPORT AS REQUIRED BY LOCAL CODES. ENSURE STACK EXTENDS MORE THAN 10" ABOVE ROOF. 1-1/2� 1 � I I i i 1- 3„ I 11 —1 /2' I P4A i I I ; FD I '4 ( 2 P2A 2 P3 3" P4 2 3„ " 1 2" 4" P1T `4„ !' ►N 4" Fuel Service Building P1 3" Verrando Engineering,, Co. 325 S.Y. 60th Avenue, Ocala, FL 34474 904/854--2664 FAX; 904/237-5217 PROJECT: 0341 DRAWING No: 02561 PLOTDATE: 10-31--95 FD WINTER PARK, FLORIDA $2780 TEL. 407-e47-ee3e 1 , F 01698 SUSPEND FAN FROM BUILDING STRUCTURE USING THREADED ROD OR GALVANIZED STEEL STRAPS. GALVANIZED STEEL DUCT, SIZE AS SHOWN ON PLANS AND PER SPECIFICATIONS. FLEXIBLE BATT INSULATION PER SPECIFICATIONS GYPSUM BOARD CEILING PER---' ARCHrrECT'S DETAILS. MOUNTING ANGLE AS PROVIDED BY MANUFACTURER. COORDINATE FAN LOCATION IN THE FIELD WITH INSTALLED CEILING GRID LAYOUT TO ENSURE FAN IS CENTERED ON LIGHT FIXTURE BETWEEN WALL AND LIGHT. RESTROOM EXHAUST FAN AS LISTED ON SCHEDULE. PROVIDE TIME DELAY OFF RELAY, SQUARE-D MODEL NO: JCK-27 WITH BASE, OR APPROVED EQUAL. CONNECT TO SWITCHED LIGHTING CIRCUIT IN RESTROOM PER ELECTRICAL PLANS. FAN SHALL OPERATE FOR 10 MINUTES AFTER LIGHT SWITCH HAS BEEN SHUT OFF. RESTROOM EXHAUST FAN DETAIL (N.T.S.) N 01698 SUSPEND FAN FROM BUILDING STRUCTURE USING THREADED ROD OR GALVANIZED STEEL STRAPS. GALVANIZED STEEL DUCT, SIZE AS SHOWN ON PLANS AND PER SPECIFICATIONS. FLEXIBLE BATT INSULATION PER SPECIFICATIONS GYPSUM BOARD CEILING PER---' ARCHrrECT'S DETAILS. MOUNTING ANGLE AS PROVIDED BY MANUFACTURER. COORDINATE FAN LOCATION IN THE FIELD WITH INSTALLED CEILING GRID LAYOUT TO ENSURE FAN IS CENTERED ON LIGHT FIXTURE BETWEEN WALL AND LIGHT. RESTROOM EXHAUST FAN AS LISTED ON SCHEDULE. PROVIDE TIME DELAY OFF RELAY, SQUARE-D MODEL NO: JCK-27 WITH BASE, OR APPROVED EQUAL. CONNECT TO SWITCHED LIGHTING CIRCUIT IN RESTROOM PER ELECTRICAL PLANS. FAN SHALL OPERATE FOR 10 MINUTES AFTER LIGHT SWITCH HAS BEEN SHUT OFF. RESTROOM EXHAUST FAN DETAIL (N.T.S.) N b p a4 v4 4 p p b p p v v b ` b O 1 . v� v� 4 p b p b p v v� CONCRETE BLOCK WALL PER ARCHITECTS DETAILS. PROVIDE GALVANIZED STEEL WALL CAP FOR DUCT SIZE; LISTED ON PLAN, MOUNTED AT ELEVATION LISTED ON PLAN OR AS DETER- MINED BY ARCHITECT IN THE FIELD. OPENING SIZED PER MANU- FACTURER'S SPECIFICATIONS. SEAT FLANGE IN BED OF POLYURETHANE CALKING COMPOUND. ENSURE ALL JOINTS ARE WATER TIGHT. STUCCO (WHERE SPECIFIED BY ARCHITECT). WINDOW SILL AS SPECIFIED BY ARCH. CONCRETE LINTEL PER ARCHITECTURAL DETAILS, COORDINATE WITH G.C. FOR OPENING SIZE AND HEIGHT PACKAGE TERMINAL HEAT PUMP (PTHP) UNIT AS SPECIFIED, REFER TO EQUIPMENT SCHEDULE AND SPECS FOR ADDITIONAL REQUIREMENTS. ELECTRICAL POWER RECEPTACLE FOR HEAT PUMP, TO BE INSTALLED IN WALL BELOW UNIT AS SHOWN. UNIT TO BE PROVIDED WITH APPROPRIATE PIGTAIL FOR VOLTAGE AND AMPERAGE OF UNIT. COORDINATE RECEPTACLE REQUIREMENTS WITH ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE RECEPTACLE TO MATCH HEAT PUMP COORDINATE NEMA CONFIGURATION AND PLUG TYPE PRIOR TO INSTALLATION REFER TO ELECTRICAL PLANS FOR CIRCUIT REQUIREMENNS. ELECTRICAL CONTACTOR TO PROVIDE CONDUIT CONNECTION TO UNIT FROM THERMOSTAT. COORDINATE CONDUIT CONNECTION AND T-STAT LOCATION WITH ELECTRICAL CONT. IN THE FIELD. 02073 U U U U U U U I}K w Q}C T T I T i • • PTAC UNIT SCHEDULE MARK PTAC1 PTAC2 PTAC3 MANUFACTURER_ TRANE TRANE TRANE MODEL NO. PTEB 15 PTEB 15 PTEB 09 TYPE STRAIGHT DX. STRAIGHT . DX. STRAIGHT DX. FAN (58' LAT): AIRFLOW CFM 260 260 215 SPEED HIGH HIGH HIGH FRESH AIR CFM 55 55 40 COMPRESSORS: NUMBER 1 1 1 CAPACITY STEPS % 0-100 0-100 0-100 COOLING: CAP. ® ARI MBH 14.60 14.60 9.10 EER / SEER 8.9/NA. 8.9/NA. 10.4/NA, HEATING: CAPACITY MBH 14.10 9.90 8.50 C.O.P. / H.S.P.F. 1.00/NA, 1.00/NA, 1,00/NA, ELECTRICAL: VOLTS/PH/HZ 208/1/60 208/1/60 208/1/60 SUP HEAT KW 3.75 2.63 2.50 HTR. MODEL NO. NA. NA. NA. CONNECTION TYPE SINGLE PT. SINGLE PT. SINGLE PT. DEMAND KW 4.61 3.25 2.80 MCA AMPS. 27.7 19.5 16.8 BKR AMPS, 30 20 20 PHYSICAL: DIM, HxWxL 16x22x43 16x22x43 16x22x43 WEIGHT LBS. 1.59 159 1.1.31 NOTES: 1. 2, 3. C Plan 1!8®� it -ow d Wz Q 4 �• IL 66; X Verran'do Engineering,Co. 325 S.W. 60th Avenue, Ocala, FL 34474� a" ,. 04/$54--2 9 664 F FAX: 904/237-�5217 � PROJECT: 0341 DRAWING No: 02650 PLOTDATE: 10-31-95 2 E+ ®� w,�u# foirbar�6c evonuo - ouite n WINTER PARK,FLORIDAs FLoft 2760 Tom. re or' aa� � ' #s IT — — — — — — — — —FS r, PROVIDE GROUND, NEU, HOT, HOT RETURN FOR RELAY, HOT FOR LIGHT, IN 34' RIGID METAL CONDUIT. PROVIDE NEMA-1 SEAL OFFS AT POWER PANEL. Power Plan 1/8V 0 i9-O® z % H z - H w w z � z pC z pC " H H H I H I H JH H ! i : t LOCKER/ VENDING ROOM I /Alf m it-111V FUEL TANK MONITOR PROVIDED BY OTHERS. PROVIDE 3/4" CONDUIT `PI/ FOUR(4) WIRES SHIELDED CABLW W/ GROUND. MEN'S TOILET l_J__ -- S EIRV I C E ARE, SUSPENDED QUAD OUTLET TO OPERATE SHOP EUIPMENT (DIRLLS, VACUUMS, GRINDERS ETC.) w u� z ,cq u u}} � QL 0 STO R IT I COVER DRIVE—THRU SERVICE AREA 2 1/8' DEEP JUNCTION BOX, BOLTED TO BUILDING FRAME OR RIGID STRUCTURE EMT CONDUIT SIZE AS SHOWN ON PLANS ZINK PLATED )PEN EYEBOLT FLAT PLATE COVER WITH 1 /2" K.O. 10-24 THDS. a ZINK PLATED STEEL, CORD CONNECTOR HUBBELL NO.: SHC-1024-ZP ZINK PLATED NYLON CABLE TIE, 3/1 C' WIDE (MINIMUM) SPACED EVERY 24' STEEL CHAIN, SINGLE JACK RADE SIZE 16 RUBBER JACKETED CORD, 3 - 12 AWG, (MINIMUM) 65/30 STRAND COPPER CONDUCTORS. ALPHA NO.: 1967/3 OR APPROVED EQUAL LOCATE EYE BOLT TO MAINTAIN BOX LEVEL AND PERPENDICULAR TO FLOOR ZINK PLATED ZINK PLATED STEEL, CORD CONNECTOR )PEN EYEBOLT HUBBELL NO.: SHC-1024-ZP 10-24 THDS. 4 11 /16" SQUARE, 2 1 /8" DEEP, STEEL JUNCTION BOX WITH 1/2" K.O.'S APPELTON NO.: 4SP-JD OR APPROVED EQUAL. lol I /2" RAISED, 2 DUPLEX RECEPTACLE col COVER. APPELTON NO.: 8492, OR it 11 APPROVED EQUAL 0 0 - DUPLEX RECEPTACLE, 15 AMP, 120 VOLT MINIMUM COORDINATE MOUNTING HEIGHT WITH OWNER Verrando Engineering, Co. 325 S.W. 60th Avenue, Ocala, FL .34474 SUSPENDED QUADRUPLEX RECEPTACLE 904/654-2664 FAX: 904/237-5217 DETAIL (N.T.S.) PROJECT: 0341 DRAWING No:. 02543 PLOTDATE: 11—01-95 FS 1 !29 I 2003 wrest !alrb+anke. avenue suites WINTER PARK, FLORIDA 32760 TIC 407-047-60015 u i : 225 AMP MAIN BREAKER PANEL 71 MODEL: SQUARE-D, NQOD, BOTTOM (FEED 10 KAIG (MIN) BOLT -ON BRANCH BREAKERS TYPE: ' NEMA-3R, SURFACE MOUNT, 42 POLE 225 AMP COPPER BUS 208Y 120 VAC, 30, 4W RATING: 10 KAIC MIN FULLY RATED. SERVICE LOAD KVA COND DIA WIRE AWG TRIP AMPS CKT NO, BRK PLS PHASE/ POLE # BRK PLS CKT NO. TRIP AMPS WIRE AWG COND DIA LOAD KVA SERVICE FUEL DISP. #1 1.80 3/4 12 20 1 1 1 A 2 1 2 20 12 3/4 1.80 FUEL DISPENSER #2 EWH 1 1.50 3/4 10 30 3 2 3 B 4 - 2 4 30 10 3/4 2.31 PTAC -1 - 1.50 - 10 30 - - 5 C 6 - - 30 10 - 2.31 - FUEL DISP. #3 1.80 3/4 12 20 7 1 7 A 8 1 8 20 12 3/4 1.80 FUEL DISPENSER #4 OFFICE #2, STORAGE REC 0.90 1/2 12 20 9 1 9 8110 2 '10 15 12 3/4 1.63 PTAC-2 OFFICE #1 REC 1.08 1/2 12 20 11 1 11 C 12 - - 15 12 - 1t63 - TOILETS REC 0.72 1/2 12 20 13 1 13 A 14 2 14 20 12 3/4 0.72 PTAC-3 LOCKER ROOM REC 0.54 12 20 15 1 15 B 16 - - 20 12 - 0.92 - VENDING 0.18 .1/2 3/4 12 20 17 1 17 C 18 1 18 20 12 3/4 0.36 EXTERIOR RECP. VENDING 0.18 - 12 20 19 1 19 A 20 3 20 15 12 3/4 0.94 CAR LIFT #1 VENDING 0.18 - 12 20 21 1 21 B 22 - - 15 12 - 0.94 - EXHAUST FANS 1.39 3/4 12 20 23 1 23 C 24 - - 15 12 - 0.94 - QUAD REC 0.72 3/4 12 20 25 1 1 25 A 26 3 26 15 12 3/4 0.94 CAR LIFT #2 QUAD REC 0.72 - 12 20 27 1 27 B 28 - - 15 12 - 0.94 - QUAD REC 0.72 - 12 20 29 1 29 C 30 - - 15 12 - 0.94 - TIRE BALANCER 0.20 3/4 12 20 31 1 31 A 32 2 32 30 10 3/4 1.08 FUEL PUMP OIL PUMP 1.08 3/4 12 20 33 1 33 B 34 - - 30 10 - 1.08 - SPACE 0.00 1 35 C 36 0.00 SPACE PANEL CW 9.59 Z 4/0 LUGS 37 3 37 A 38 0.00 SPACE SUB -FEED LUGS 9.59 - 4/0 LUGS - - 39 B 40 0.00 SPACE - 8.82 - 4/0 LUGS I - I - 1411 C 42 0.00 SPACE CONN PHASE: A: 22.29 KVA B: 22.33 KVA C: 19.87 KVA N: 22.33 KVA CONN TOTAL: 64.49 KVA / 179.01 A x 1.25 = 223.76 A DF: 1.00 DEMAND TTL: 64.49 KVA / 179.01 A x 1.25 = 223.76 A N:232.60 A 0 GROUND FAULT INTERRUPT CIRCUIT BREAKER * SHUNT TRIP CIRCUIT BREAKER, ONE ADDL. SPACE REQD. 225 AMP MAIN BREAKER PANEL FS2 MODEL: SQUARE-D, NEHB, BOTTOM FEED 17 KAIC (MIN) BOLT ;ON BRANCH BREAKERS TYPE: NEMA-3R, SURFACE MOUNT, 42 POLE 225 AMP COPPER BUS 480Y 277 VAC,30, 4W RATING: 17 KAIC MIN FULLY RATED. SERVICE LOAD KVA COND DIA WIRE AWG TRIP AMPS CKT NO. BRK PLS PHASE/ POLE # BRK PLS CKT NO. TRIP AMPS WIRE AWG COND DIA LOAD KVA SERVICE AIR COMPRESSOR 2.10 3/4 12 15 1 3 1 A 2 3 2 40 8 3/4 5.82 VACUUM #1 - 2.10 - 12 15 - - 3 B 4 - - 40 8 - 5.82 -- -- 2.10 - 12 15 - - 5 C 6 - - 40 8 - 5.82' - SERV BAY/OFF.1,2/STOR• 2.24 1/2 12 20 7 1 7 A 8 3 8 40 8 3/4 5.82 VACUUM #2 TOIL/LOCKER/FUEL STA. 1.92 1/2 12 20 9 1 9 B 10 - - 40 8 - 5.82 - SPARE 1.00 20 1 1 11 C 12 - - 40 8 -- 5.82 - SPARE 1.00 20 1 13 A 14 1 20 1.00 SPARE SPARE 1.00 20 1 15 8 16 1 20 1.00 SPARE SPARE 1.00 20 1 17 C 18 1 20 1.00 SPARE SPACE 0.00 19 A 20 0.00 SPACE SPACE 0.00 21 8 22 0.00 SPACE SPACE 0.00 23 C 24 0.00 SPACE SPACE 0.00 25 A 26 0.00 SPACE SPACE 0.00 27 8,28 0.00 SPACE SPACE 0.00 29 C 30 0.00 SPACE SPACE 0.00 31 A 32 0.00 SPACE SPACE 0.00 33 6 34 0.00 SPACE SPACE 0.00 35 C 36 0.00 SPACE STEP DOWN - 21.21 1-1/4 3 100 37 3 37 A 38 0.00 SPACE TRANSFORMER - 20.17 - 3 100 - - 39 B 40 0.00 SPACE NEMA-3 21.67 - 3 100 - - 41 JC�4:2 0.00 SPACE CONN PHASE: A: 39.19 KVA B. 37.83 KVA C: 38.41 KVA N: 39.19 KVA CONN TOTAL: 115.43 KVA / 138.84 A x 1.25 = 173.55 A DF: 1.00 DEMAND TTL: 115.43 KVA / 138.84 A x 1.25 = 173.55 A N: 176.85 A 0 GROUND FAULT INTERRUPT CIRCUIT BREAKER * SHUNT TRIP CIRCUIT BREAKER, ONE ADDL. SPACE READ. 225 AMP MAIN BREAKER PANEL CW MODEL: SQUARE-D, NQOD, BOTTOM FEED 10 KAIC (MIN) BOLT -ON BRANCH BREAKERS TYPE: NEMA-3R, SURFACE MOUNT, 30 POLE 225 AMP COPPER BUS 208Y/120 VAC, 30, 4W RATING: 10 KAIC (MIN) FULLY RATED. SERVICE LOAD KVA COND DIA WIRE AWG TRIP AMPS CKT NO. BRK PLS PHASE/ POLE # BRK PLS CKT NO. TRIP AMPS WIRE AWG COND DIA LOAD KVA SERVICE WASHER #1 3.04 3/4= 8 40 1 3 1 A 2 3 2 40 8 3/4 3.04 • WASHER #2 - 3.04 - 8 40 - - 3 B 4 - 40 8 - 3.04 - - 3.04 - 8 40 - - 5 C 6 - I - 40 8 - 1 3.04 - AIR COMPRESSOR 2.10 3/4 10 30 7 3 7 A 8 0.00 SPACE - 2.10 - 10 30 - - 9 8 10 0.00 SPACE - 2.10 1 - 10 1 30 - -- - 11 C 12 0.00 SPACE CONROLLER 1.00 3/4 12 20 13 1 13 A 14 0.00 SPACE SPARE 1.00 20 1 15 B 16 0.00 SPACE LIGHTING 0.64 1/2 12 20 17 1 17 C 18 0.00 SPACE SPACE 0.00 19 A 20 0.00 SPACE SPACE 0.00 21 B 22 0.00 SPACE SPACE 0.00 23 C 24 0.00 SPACE SPACE 0.00 25 A 26 .0.00 SPACE SPACE 0.00 1 27 B 28 0.00 SPACE SPACE 0.00 29 C 130L 0.00 SPACE CONN PHASE: A: 9.18 KVA B: 9.18 KVA C: 8.82 KVA N: 9.18 KVA CONN TOTAL: 27.18 KVA / 75.44 A x 1.25 = 94.31 A DF: 1.00 DEMAND TTL: 27.18 KVA / 75.44 A x 1.25 = 94.31 A N: 95.63 A 0 GROUND FAULT INTERRUPT CIRCUIT BREAKER # SHUNT TRIP CIRCUIT BREAKER, ONE, ADDL. SPACE REQD. 3/8' = 1'-0' 3 2 1 0 3 6 2/2 10 CONCRETE TRAFFIC LID AB' CONCRETE BLOCK SCREEN WALL WITH CAP- \ o / I SEE CENTRAL FLORIDA TERMINALS, INC. (CFT) PLANS & SPECIFICATION \ 9 \ / I 22 CAR WASH MACHINE (RYKO NOVA 2000, I-NS SYSTEM) \ o / / , �3 RINSE WATER ARCH FRESH WATER — I I A4 WASHWATER COLLECTION TRENCH -DROP 1/4''/1'-0' SLOPE TO SUMP 1/4'/1'�0' - I 2/2 y A5HIGH PRESSURE/LOW VOLUME STAGE BUMP FOR FINAL RINSE I 66 FRESH WASHWATER DISTRIBUTION MANIFOLD I SAND TRAP DAM :��, 4 I 4' HIGH (Typical) I 4 I I OIL ABSORBANT - PILLOW, SOCK OR MAT i I I I I I I I A9FRESH WATER SUPPLY - 2' PVC 1050 GALLON PREFABRICATED CONCRETE ,OIL/WATER SEPARATOR Q I I A WASTEWATER DISCHARGE TO LIFT STATION I I 1' PVC PIPE 2SAND WIDEP DAM HIGH I 1' PVC PIPE I I I N PLACE (TD P)ED I I w � I I I a I � I o I I . I I I I ( GENERAL NOTES I I A I I A o 0 1. FLOOR CONSTRUCTIONi 5' CONCRETE SLAB 6' ABOVE GRADE REINFORCED W/6x6/ I o 0 0 o I W2,9xW2.9 WWF ON COMPACTED SUB GRADE, ASPHALT I I I w TRANSITION TO GRADE. SEE CENTRAL FLORIDA TERMINALS, I o I INC., (CFT) SPECIFICATION AND DRAWINGS, I I i ti I 2. SLOPE SLAB AS REQIURED TO DRAIN, MAINTAIN MINIMUM .SLAB THICKNESS INDICATED TYP, I I 3. FOUNDATION DESIGN REACTION SCHEDULE- SEE CFT SHEET 4, PROVIDE ELECTRICAL SERVICE TO CARWASH STALLS AS SPECIFIED IN CFT Ao I I o o I I o I SHEET i 5, PROVIDE 3 PHASE, -a30V, 40 AMP SERVICE TO EACH CARWASH UNIT, 2 CARWASH UNITS TOTAL. a I 6. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 3000 PSI I CARWASH I A CARWASH I I IN 28 DAYS OR 2040 PSI IN 7 DAYS. CONTROL PANEL I o I CONTROL PANEL I I 7. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL GRADE 60, DEFORMED I I IN ACCORDANCE WITH THE LATEST ASTM SPECIFICATIONS WITH DEFORMATIONS CONFORMING TO ASTM A-615 WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI, 8. DESIGN AND CONTRUCTION OF CONCRETE" SHALL BE IN ACCORDANCE WITH THE I w I I I BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-71) OR LATEST REVISION AS PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, I 4 I I 9. SLAB AND SUMP HAVE BEEN DESIGNED FOR A MIN, SOIL BEARING PRESSURE 2/2 OF 2500 P.S,F,. I o I I I IO.BACKFILL UNDER -SLABS, TANKS, AND PIPES SHALL BE COMPACTED IN LAYERS I/ NOT OVER 6' THICK TO 99% OF THE MAX. DRY DENSITY AS INDICATED BY THE MODIFIED PROCTOR COMPACTION TEST, (ASTM D-1557) 11.ALL PVC PIPE AND FITTINGS SHOWN ON THE DRAWINGS SHALL BE TYPE 1, SCH. 80 WHITE, 12.CARE SHOULD BE TAKEN TO PROPERLY JOIN ALL PVC PIPE AND FITTINGS FOR MAX, STEEL GRATING W/ANGLE IRON I JOINT STRENGTH, CUT PIPE SQUARE, BEVEL, DEBURR, & CLEAN ENDS, APPLY / \ SEAT ANGLE FRAME EMBEDDED \ PURPLE PRIMER TO PIPE ENDS AND SOCKETS THEN CEMENT JOINTS IMMEDIATELY 1 1/2' PVC THEREAFTER, I CORNERS OF EMBEDDED FRAME. CONCRETE. WELD ALL .IT SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY ALL DIMENSIONS 1/2' I . I 13AND ELEVATIONS GIVEN ON THE DRAWINGS PRIOR TO INSTALLING CONCRETE, PIPING / GRATING TO BE RATED FOR \ I AND EQUIPMENT. 1 1/2' CW I \ H-10 LOADING. FRAME AND �� 14.ALL PIPING TO HAVE PIPE SUPPORTS AT A MAX, OF 5'-0' SPACING. COORDINATE LOCATIONS I GRATING SHALL BE GALVANIZED I / STEEL AND FLUSH WITH CON- \ l CRETE SURFACE, SEE DETAIL 4 SHEET 3/3, SHUT OFF VALVE 2 C w AB & VALVE BOX I \ \ ELECTRICAL SERVICE 2 SEE NOTE 5 2/2 18' 1613'-0' 2'-8' 13'-0' 16' 18' 4 3 4' 4' ! lie a j PROJECT MANAGER, D . KNOTHE SCAMP AUTO RENTAL 1, INC, " PROJECT NO: DESIGNED 'BYE ATL R. DDRIA 1934 McCDY ROAD DRLANDO,, FL 32809 106705 AS Scientific Technologies, Inc. , . DRAWN BY e SHEET . 1120 Edgewater Drive, suite 10, Orlando Florida 32a04 CAR WASH AREA,, & WAS,FIWATER COLLECTION SYSTEM ND SHEET CHK'D BY CAR WASH FACILITY Phone (407) 425-5696 REV. APPROVED Br� C 1/2 ❑RLANDO SANFORD AIRPORT NOS DATE DRWN CHKD REMARKS DATE 'il Vent"�� cU W U� SLAB CROSS SECTION 2 3/8' BUILDING a e 4 NOTE] REFER TO ARCHITECTURAL DRAWINGS FOR p,' ,; If ROOF -SLAB SPECS, —SCREEN WALLS A.�? ,• d e 4 .4 _ a 17 + �. '' CL,� 654