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HomeMy WebLinkAbout3050 Carrier Way 06-973, 06-974, 06-975, 06-976, 06-783 New construction HertzF ABBREVIATIONS A.C.T. ACOUSTICAL CEILING EA. EACH MISC. MISCELLANEOUS TILE ELEV. ELEVATION MTD. MOUNTED A.F.F. ABOVE FINISH FLOOR EQ. EQUAL M.O. MASONRY OPENING ALT. ALTERNATE APPROX. APPROXIMATE FD FLOOR DRAIN N.I.C. NOT IN CONTRACT ALUM. ALUMINUM FDN. FOUNDATION NO. NUMBER A.B. ANCHOR BOLT F.L. FLOW LINE N.T.S. NOT TO SCALE ACOUST. ACOUSTICAL FLR. FLOOR ASPH. ASPHALT FURR FURRING O.D. OUTSIDE DIAMETER FTG. FOOTING O.R.D. OVERFLOW ROOF DRAIN BLK'G BLOCKING F.P. FIREPROOF OH. OVERHEAD BD. BOARD FIN. FINISHED) OPP. OPPOSITE BLDG. BUILDING O.C. ON CENTER BM. BEAM GA. GAUGE OPN'G OPENING BOL BOTTOM GCC GENERAL CONSTRUCTION B.S. BOTH SIDES CONTRACTOR P.B.C. PLUMBING CONTRACTOR GALV. GALVANIZED PLAS. LAM, PLASTIC LAMINATE CONTR. CONTRACTOR GD. GUTTER DRAIN PNT. PAINT CLG. CEILING GL. GLASS PL. PLATE C.T. CERAMIC TILE GYP. GYPSUM PLYW"D. PLYWOOD CONC. CONCRETE GIRD. GRADE PR PAIR CONT. CONTINUOUS HDWD HARDWOOD RAD. RADIUS C.J. CONTROL JOINT HT. HEIGHT REQ'D REQUIRED COL. COLUMN HC, HOLLOW CORE REINF. REINFORCED C.M.U. CONCRETE MASONRY HORIZ. HORIZONTAL RESIL. RESILIENT UNITS H.M. HOLLOW METAL RM. ROOM CPT, CARPET H.P. HIGH POINT R.O. ROUGH OPENING CLR. CLEAR HAC HEATING & AR CTR. CENTER CONTRACTOR STL STEEL SUSP. CLG. SUSPENDED CEILING DIN. DOWN I.D.C. INSIDE DIMENSION CLEAR SIM. SPECS. SIMILAR SPECIFICATIONS DIA. DIAMETER I.D. INSIDE DIAMETER DWG. DRAWING INSUL. INSULATION SQ. SQUARE DS. DOWNSPOUT INT. INTERIOR SHTG. SHEATHING DR. DOOR STD. STANDARD DBL. DOUBLE JT. JOINT STRUCT. STRUCTURAL DTL/DET. DETAIL JAN. JANITOR T.O.M. TOP OF MASONRY T.O.S. TOP OF STEEL E.F. EACH FACE LAM. LAMINATE Tl'P. TYPICAL E.W. EACH WAY LAV. LAVATORY E.W.C. ELECTRIC WATER COOLER L.P. LOW POINT U.O.N. UNLESS OTHERWISE NOTED EXIST. EXISTING MAX. MAXIMUM V.C.T. VINYL COMPOSITION TILE EXP. EXPANSION ELEC. ELECTRICAL MTL MIN. METAL MINIMUM W/ W EQUIP. EQUIPMENT MECH. MECHANICAL OD CONTACTS QWNEB JOHN VERMEERSCH ARCHITECTURAL PROJECT MANAGER HERTZ CORPORATION 225 BRAE BOULEVARD, PARK RIDGE, NJ 07656 TEL: (201) 307-5203 ARCHITECTURAL LUIS BUENAVENTURA, AIA ARCHITECTURAL PROJECT MANAGER GREENBERG FARROW ARCHITECTURE TEL: (732) 537-0811 CIVIL LARRY DIEHL GREENBERG FARROW ARCHITECTURE TEL: (770) 303-1033 STRUCTURAL YAN CHEN BARRY LEVIN & ASSOCIATES TEL: ((732) 302-0300 MECHANICAL /ELECTR I CAL/PLU M B IN G AL THOMPSON / AMY HADLOW GREENBERG FARROW ARCHITECTURE TEL: (770) 303-1033 SURVEYOR W. C. ELLIOTT, P.S.M. CPH ENGINEERS 500 WEST FULTON STREET, SANFORD, FL 32771 TEL: (407) 322 6841 GEOTECH ENGINEERING EXPLORATION & ANALYSIS: KEITH L. BUTTS, P.E. GILES ENGINEERING ASSOCIATES, INC. 4155 JOHNS PARKWAY, SUITE 1200, SANFORD, FL 32771 TEL. (4-07) 321 5356 OIL REELS. HOSES, OIL PUMPS, ELEC. CORDS, OIL TANKS & TOOL BOXES: BILL MC IND00 GRACO FUILD SYSTEM - Mc INDOO ASSOCIATES TEL: (516) 454-0100 AIR COMPRESSORS: GENE OBERLANDER SAYLOR - BEALL MANUFACTURING CO. TEL- (800) 248-9001 EXT. 225 AUTOMOTIVE LIFT SYSTEMS: FERNANDO RUBIO ROTARY LIFT CO. TEL: (800) 445-5438 EXT. 646 OFFICE FURNITURE: ELLEN KAPLAN EMPIRE OFFICE INC. TEL: (212) 607-5563 CARWASH EQUIPMENT: DAVID BELANGER BELANGER TEL: (248) 349-7010 EXIT CANOPY:_ GARY HENDERSON TFC CANOPY TEL: (260) 357-6665 FUEL ISLAND: RONALD B. LAWRENCE, JR. JACQUES WHITFORD COMPANY INC. TEL: (603) 431-4899 GENERAL NOTES 1. CONTRACTOR SHALL FAMILIARIZE AND COMPLY WITH THE SANFORD AIRPORT AUTHORITY DESIGN AND CONSTRUCTION STANDARDS, PROJECT SAFETY MANUAL. 2. DRAWINGS ARE NOT TO BE SCALED t, USE DIMENSIONS ONLY. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO COMMENCEMENT OF WORK AND IMMEDIATELY REPORT ANY DISCREPENCIES BETWEEN DESIGN AND EXISTING CONDITIONS TO THE ARCHITECT. 3. THE CONTRACTOR SHALL PROVIDE ALL SHORING, FALSEWORK, BRACING,CONSTRUCTION MATERIAL OR EQUIPMENT REQUIRED TO PROTECT PERSONS, PROPERTY AND ALL STRUCTURES DURING ALL PHASES OF THE WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE JOBSITE CLEAN OF ALL DEBRIS DURING CONSTRUCTION AND PROVIDE A FINAL CLEAN UP BEFORE AND AFTER ARCHITECT'S AND OWNER'S FINAL REVIEW OF CONSTRUCTION. 5. NOT USED. 6. ALL MATERIALS ARE TO BE PURCHASED AND INSTALLED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. ALL WORK IS TO BE DONE IN STRICT ACCORDANCE WITH LOCAL LAWS, CODES, SARAA STATE AND FEDERAL SAFETY REGULATIONS. HERTZ CAR RENTAL (QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA VICINITY MAP (NO SCALE) SANFORD, FL. PATROL f rr PROPOSED STE '� �F I�ex4nal }�'l:iR:1S Re�`tul E 2QTIi 1A d ONonA tb7vee La Fr SI. -uh , HRIOT rrC v lake Ovora V i t V P W w r,. AROUET'PE CODE DATA SUMMARY JOB: HERTZ CAR RENTAL (QTA) FACILITY LOCATION: 3050 CARRIER AVENUE, SANFORD, FLORIDA A. APPLICABLE CODES: FLORIDA BUILDING CODE, 2001 EDITION. BUILDING CODE: ACCESSIBILITY CODE: FLORIDA ACCESSIBILITY CODE./ FBC 2001 DISABILITIES ACT: AMERICANS WITH DISABILITIES ACT P.L. 101-336 ELECTRICAL CODE: THE NATIONAL ELECTRICAL CODE, 2002 EDITION MECHANICAL CODE: FLORIDA BUILDING CODE, 2001 EDITION PLUMBING CODE: FLORIDA BUILDING CODE, 2001 EDITION ENERGY CODE: BOCA NATIONAL ENERGY CONSERVATION CODE, 1993 EDITION / FBC 2001 FIRE PREVENTION CODE: FLORIDA FIRE PREVENTION CODE, 2004 EDITION. NFPA 101 LIFE SAFETY CODE. 2000 EDITION USE GROUP "B" WITH SPECIAL USE OF MAINTENANCE FACILITY CONSTRUCTION TYPE "`" UNPROTECTED FIRE PROTECTION UNSPRINKLERED BULK REQUIREMENTS ALLOWABLE PROVIDED HEIGHT 50' PER FAA 55' PER FRC 18' MAX. STORIES 2 STORIES 1 AREA (GROSS) 14,000 S.F / STORY CUSTOMER SERVICE/ OFFICE 3,196 S.F CARWASH AREA 1,800 SF MAINTENANCE BAY 1,013.2 SF TOTAL 6,009.2 SF UNOBSTRUCTED ADJACENT CLEAR AREA 30' MIN. 30, FIRE RESISTANCE REQUIREMENTS(TABLE 600) REQUIRED PROVIDED EXTERIOR WALLS - LOAD -BEARING WALLS WITH OVER 30'-0" 1 HR. N/A HORIZONTAL SEPERATION - NON-LOADBEARING WITH OVER 30'-0" NC N/A HORIZONTAL SEPERATION FIRE AND PARTY WALLS 3 HR. N/A INTERIOR WALLS - LOAD BEARING WALLS 0 HR. O HR. - ELECTRICAL ROOM 1. HR. 1. HR. FIRE PARTIONS - EXIT ACCESS CORRIDORS FOR LESS THAN 30 OCC. 0 HR. 0 HR. - EXIT ACCESS CORRIDORS FOR MORE THAN 30 OCC. 1 HR. N/A SMOKE BARRIERS 1 HR. N/A OTHER NONLOADBEARING PARTIONS 0 HR. 0 HR. COLUMNS - SUPPORTING MORE THAN ONE FLOOR 0 HR. 0 HR, - SUPPORTING ONE FLOOR OR ROOF 0 HR. 0 HR. BEAMS, GIRDERS. TRUSSES - SUPPORTING MORE THAN ONE FLOOR 0 HR. 0 HR. - SUPPORTING ONE FLOOR OR ROOF 0 HR. 0 HR. FLOORS & FLOOR / CEILING ASSEMBLIES 0 HR. 0 HR ROOFS & ROOF / CEILING ASSEMBLIES 0 HR. 0 HR. EGRESS CALCULATIONS 305 BUSINESS OCCUPANCY- AUTO SERVICE, CAR WASHES, OFFICE BUILDINGS AREA HEIGHT- TABLE 500 OOGUrMT l QAD/ MIXIMIF.D ICiM FIRST FLOOR OFFICES AREAS 1 OCC/100 SF = 3,188 SF/100 =32 OCC.-<50 OCC1 EXIT FIRST FLOOR CARWASH AREA: 1 OCC/100 SF = (1,800 SF/100; .= =18 OCC.=<50 OCC.= 1 EXIT FlRST FLOOR MAINT.BAY AREA:1 OCC/100 SF - (1,013.2 SF/100) =11 OCC.-<50 OCC.= 1 EXIT COMM We CALMUTIDNS FEVJ Biro PR0IQOED EGRESS WIDTH/OCCUPANT REQ'D .20/OCC - (32 X.20) D1 (68'7, D2 (34), FOR FIRST FLOOR OFFICES: = 6.4 IN.- D28 34 - 1X EGRESS NIDTH/OCCUPANT REWD .20/OCC = (18 X.20) D16 (34") - 1C FOR FIRST FLOOR CARWASH: = 3.5 IN.- 4" EGRESS WIDTH/OCCUPANT REQ'D FOR FIRST FLOOR AIAINT. .20/OCC - (II X.20) = 2,2 IN.- D21 (34"), D23 (34") HB OCCUPANCY B- TYPE V- UNPROTECTED, NON COMBUSTIBLE. MAX HEIGHT= 55' MAX AREA= 14,000 SF. 606-TYPE V: NON-COMBUSTIBLE TABLE 600 SECTION 601 - TYPE III UN PROTECTED TABLE 1004: TRAVEL: 200' MAX DEAD END: 20' EGRESS: 2 IN. PER PERSON CORRIDOR 44"-36' IF UNDER 50 PERSONS. DOOR: 32" 1004: ONLY ONE EXIT IF LOAD LESS THAN 50, 1020: BUSINESS USE- A SINGLE EXIT IS PERMITTED 402- CLIMATE ZONE 5 TABLE 403.1- TOILETS WALLS- WC 1 PER 50 FOR EACH SEX ROOF- R-19 LAVA PER 80 FOR EACH SEX D.F. 1 PER 100 SYMBOL LEGEND ROOM NUMBER IDENTIFICATION XXX DOOR NUMBER IDENTIFICATION-- ..... xx DETAIL MARK XX INTERIOR PARTITION TYPE �-- KEYEDNOTE.......................................................... xx REVISIONMARK......................................................................I........ yoot� WALL SECTION ............................................. XX XX X INTERIOR ELEVATION MARK ............ x x X MASONRY ELEVATION STEEL ELEVATION ..................................... TYPICAL DETAIL DETAIL NUMBER DESIGNATION X XX ESHEET WHERE DETAIL IS SHOWN INDEX OF DRAWINGS CS1 COVER SHEET 1 OF 2 ALTA/ACSM LAND TITLE SURVEY (COVER SHEET) 2 OF 2 ALTA/ACSM LAND TITLE SURVEY (BOUNDARY/TOPOGRAPHIC SURVEY) CIVIL (GFA) _C1.0 COVER SHEET C2.0 SITE LAYOUT PLAN C3.0 GRANDING & DRAINAGE PLAN - C4.0 UTILITY PLAN C5.0 EROSION CONTROL PLAN C6.0 EROSION CONTROL DETAILS _ C7.0 CONSTRUCTION DETAILS CS.O CONSTRUCTION DETAILS C9.0 CONSTRUCTION DETAILS C10.0 CONSTRUCTION DETAILS LANDSCAPE (DALE) L-1 LANDSCAPE SITE PLAN L-2 _ IRRIGATION SITE PLAN L-3 DETAIL & SPECIFICATION ARCHITECTURAL (GFA) AO.0 GENERAL/C.O.W., OWNER SUPPLIED ITEMS, UTILITY RESPONSIBILITY SCHEDULES & NOTES A1.0 FLOOR PLAN & DETAILS A1.1 FLOOR FINISHES PLAN & LEGEND A1.2 REFLECTED CEILING PLAN & LEGEND A2.0 ROOF PLAN A2.1 ROOF DETAILS A3.0 OVERALL EXTERIOR BUILDING ELEVATIONS A4.0 BUILDING SECTIONS A4.1 MISC. SECTIONS & DETAILS A4.2 ENLARGED CAR WASH BAY PLAN & DETAILS A4.3 ENLARGED MAINTENANCE BAY PLAN & DETAILS A5.0 SERVICE COUNTER PLAN & ELEVATIONS A5.1 SERVICE COUNTER AND BACKWALL SECTIONS & DETAILS A6.0 PARTITION TYPES, ROOM FINISH SCHEDULE & LEGEND A6.1 DOOR SCHEDULES, DOOR TYPES & LEGEND A6.2 WINDOW SCHEDULES, WINDOW TYPES & C.O.W. A7.0 ENLARGED RESTROOM PLANS/ELEVATIONS, LEGEND & DETAILS A7.1 ENLARGED BREAK ROOM/ MISC. PLANS, ELEVATIONS & DETAILS A8.0 GUARD BOOTH PLAN, ELEVATIONS, SECTIONS & DETAILS A8.OA ALTERNATE-1 GUARD BOOTH PLAN, ELEVATIONS, SECTIONS & DETAILS STRUCTURAL (BLA) S1.0 GENERAL NOTES S2.0 FOUNDATION & SLAB PLAN S2.1 SECTIONS & DETAILS - S2.2 SECTIONS & DETAILS S3.0 ROOF FRAMING PLAN S3.1 SECTIONS & DETAILS EXIT CANOPY (TFC) 1 EXIT CANOPY 2 EXIT CANOPY 3 EXIT CANOPY 1 FUEL WASH 2 FUEL WASH 3 FUEL WASH ELECTRICAL (GFA) EO.1 ELECTRICAL LEGEND E1.1 SITE _PLAN - PHASE 1 E1.2 SITE PHOTOMETRIC PLAN E1.3 SITEPLAN - PHASE 2 E2.1 FLOOR PLAN T LIGHTING E2.2 FLOOR AND ROOF PLAN - POWER _ E3.1 ELECTRICAL RISER DIAGRAM & PANELBOARD SCHEDULES MECHANICAL (GFA) -- M1.0 MECHANICAL NOTES, LEGEND & SCHEDULES M2.0 FIRST FLOOR MECHANICAL ENLARGED PLAN M2.1 MECHANICAL ROOF M3.0 MECHANICAL SCHEDULES & DETAILS PLUMBING (GFA) PO.1 PLUMBING SPECIFICATIONS, SCHEDULES, NOTES & LEGEND P1.0_ PLUMBING FLOOR PLANS P1.1 PLUMBING ROOF PLAN P2.0 PLUMBING WASTE & VENT PARTIAL FLOOR PLANS P2.1 PLUMBING DOMESTIC WATER PARTIAL FLOOR PLANS P4.0 PLUMBING DETAILS FUEL ISLAND (JACQUES VMITFORD) 00 DRAWING LIST _ C-01 FUELING ISLANDS & APRON PLAN C-02 FUELING ISLANDS & APRON PLAN, SECTIONS, AND DETAILS C-03 TANK TOP CONCRETE PLANS, SECTIONS & DETAILS_ C-04 TANK DEADMAN & ANCHORS PLANS, SECTIONS, AND DETAILS E-01 DISPENSER AREA CONDUIT PLAN E-02 TANK AREA CONDUIT PLAN E-03 VEEDER ROOT SENSOR DETAILS E-04 PETROLEUM SYSTEM ELECTRICAL & SIGNAGE DETAILS E-05 ELECTRICAL EQUIPMENT LAYOUT E-05 PETROLEUM SYSTEM ELECTRICAL SCHEMATIC P-01 FUEL PIPING PLAN P-02 DISPENSER PIPING DETAILS P-03 TANK PIPING DETAILS P-04 _TANK ELEVATION & DETAILS _ N-01 SPECIFICATIONS & NOTES (SHEET 1 OF 2) _ N-02 SPECIFICATIONS & NOTES (SHEET 2 OF 2) CARWASH (BELANGER) - FOR INFORMATION ONLY 44099-00 COVER PAGE _ 04099-01 GENERAL NOTES 04099-M1 EQUIPMENT SCHEDULE 04099-M2 EQUIPMENT LAYOUT 04099-M3 EQUIPMENT DETAILS 04099-Cl FLOOR PLAN 04099-C2 CONVEYOR TRENCH [04099-C3 CONVEYOR FLOOR PLAN RECLAIM TANKS ELECTRICAL SCHEDULE UNDERGROUND CONDUITS PLUMBING SCHEDULE UNDERGROUND PLUMBING LAYOUT PNEUMATIC & HYDRAULIC SCHEDULE FURNITURE (EMPIRE) - FOR INFORMATION ONLY 1 OF 1 FURNITURE PLAN GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ■ ■ ■ 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 cOPYRICHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAN►/ND MSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET _ 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL #W0J%F=0AI&4L IN CAMAIE RICHARD RHODES PROJECT NANAIOER LUIS BUENAVENTURA, AIA QUALITY CONTIIOL W. DRURY PAWL147 MANE THE HERTZ CORPORATION Facilities & 00009eden HERTZ CAR RENTA44TA) FAC/LITr 3050 CARRIER AVENUE SANFORQ RWM r PROJECT NUA/BER 20050184.5 SNEET TITLE COVER SHEET SHEET NUMBER L- a - Line Leaend9 65 = 5 FOOT CONTOURS —64 = 1 FOOT CONTOURS = SECTIONAL LINES = LIMIT OF EASEMENT LINES oHu = OVERHEAD UTILITY LINES uw = BURIED WATER LINES FM = BURIED SANITARY SEWER FORCE MAIN LINE UT = BURIED TELEPHONE LINE --URW = BURIED RECLAIMED WATER LINE uF0 = BURIED FIBER OPTICS —UCTV = BURIED CABLE TELEVISION --- UC = BURIED CABLE — UE = BURIED ELECTRIC — uG = BURIED GAS -- oT = OVERHEAD TRAFFIC LINES = ADJOINER PROPERTY LINES — - - = RIGHT-OF-WAY LINES = WETLAND LINE = EXISTING DRAINAGE PIPES BOUNDARY &' FOR ion �r %.Porpiora merm+o (HERTZ RENTAL CAR-SANFORD) IN SECTION 6=TOWNSHIP SIDUTHmRANGE EAST C/L - CENTERLINE POB - POINT OF BEGINNING PUC - POINT OF COMMENCEMENT ORB - OFFICIAL RECORDS BOOK NT - NON -TANGENT PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PT - POINT OF TANGENCY INV. - INVERT C - CHORD CB -- CHORD BEARING EP - EDGE OF PAVEMENT (C) - CALCULATED (P) - PLAT (A) - ACTUAL (D) - DEED (TYP) - TYPICAL T24S - TOWNSHIP 24 SOUTH R28E - RANGE 28 EAST PGS - PAGES PG - PAGE PB - PLAT BOOK BWF - BARBED WIRE FENCE CLF - CHAIN LINK FENCE WPF - WOOD POST FENCE HWF - HOG WIRE FENCE COR - CORNER CI - CATCH INLET FGI - FLAT GRATE INLET TSB - TRAFFIC SIGNAL BOX MH - MANHOLE Le-ciel Description: COMMENCING AT THE SOUTH iA CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N.89.59'59"E. A DISTANCE OF 1191.00 FEET ON THE CENTERLINE OF AIRPORT BOULEVARD TO THE CENTERLINE OF CARRIER AVENUE; THENCE RUN N.00009'55"E. A DISTANCE OF 501.02 FEET; THENCE RUN N.89°5O'O5"W. A DISTANCE 68.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N.89'50'05"W. A DISTANCE OF 792.00; THENCE RUN N.00'09'55"W. A DISTANCE OF 330.00 FEET; THENCE RUN 5.89'50'05"E. A DISTANCE OF 792.00 FEET; THENCE RUN S.00'09'55"W. 330.00 FEET TO THE POINT OF BEGINNING. CONTAINING 4.0 ACRES MORE OR LESS. FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION FF - FINISH FLOOR GOV'T - GOVERNMENT DEPT. - DEPARTMENT BLK - BLOCK APPROX - APPROXIMATE TELE - TELEPHONE W/ - WI TH ELEC - ELECTRIC FP&L - FLORIDA POWER AND LIGHT FND - FOUND IR - IRON ROD CONC. - CONCRETE IP - IRON PIPE PVC - POLYVINYL CHLORIDE PIPE RCP -- REINFORCED CONCRETE PIPE CPP - CORRUGATED PLASTIC PIPE CMP - CORRUGATED METAL PIPE MES - MITERED END SECTION ELEV - ELEVATION IR&C - IRON REBAR & CAP N&D - NAIL & DISK LB - LICENSED BUSINESS ELLIP - ELLIPITICAL R/W - RIGHT-OF-WAY BLDG. - BUILDING IRR. - IRRIGATION S/W - SIDEWALK SMH - SANITARY SEWER MANHOLE STMH - STORM DRAINAGE MANHOLE Symbol Legend: —x - CHAIN LINK FENCE rl - ROOF DRAIN - FIRE HYDRANT CONCRETE RIP RAP -�� - DUAL SUPPORT SIGN - LIGHT POLE - HANDICAP PARKING SPACE w - FLOOD LIGHT O - GREASE TRAP MANHOLE - WATER METER S - SANITARY SEWER MANHOLE ` - BORING HOLE LOCATION - UNDERGROUND PIPE U - TELEPHONE MANHOLE (SIZE & TYPE NOTED) - ELECTRICAL MANHOLE O - SET IR&C LB# 7143 - STORM DRAINAGE MANHOLE 0 - FOUND IRON REBAR (AS NOTED) VJj - WATER SERVICE 0 - FOUND 4X4 CONCRETE MONUMENT - CONCRETE UTILITY POLE N - SET 4X4 CONCRETE MONUMENT sty -- WOOD UTILITY POLE ® - RR SPIKE -j - GUY ANCHOR + - 4 LIGHT PULE cv V1 - GAS VALVE - 3 LIGHT POLE wV [;1 - WATER VALVE - 2 LIGHT POLE SV , - �i'1 SANITARY SEWER VALVE Ce - UTILITY RISER it{rz IR - IRRIGATION CONTROL VALVE - CONCRETE (� - CONCRETE MITERED END SECTION o - TRAFFIC SIGNAL BOX co - CLEAN OUT s �� - SECTION CORNER - TELEPHONE CABLE RISER 0TV Q - CENTRAL ANGLE OR DELTA ANGLE A - CABLE. TV RISER ® - ELECTRIC RISER MW - MONITOR WELLS ® - IDENTIFICATION NUMBER FOR SCHDULE B O - � ELECTRIC OUTLET 0 - NUMBER OF PARKING SPACES - - SINGLE SUPPORT SIGN WOS - WATER SPRINKLR E VICINITY MAP NOT TO SCALE uqrey Notre: 1. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER", 2. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND SAID ELEVATIONS ARE BASED ON BENCHMARKS SUPPLIED BY SEMINOLE COUNTY SURVEY DEPARTMENT AND ARE AS FOLLOWS: a) FOUND BRASS DISK STAMPED "USC & GSMON V-122-1945, 200 FEET EAST OF MELLONVILLE AVENUE & 26 TH PLACE 25 FEET SOUTH OF THE CENTERLINE OF 26 TH PLACE IN THE EAST END OF A CONCRETE HEADWALL ON AIRPORT PROPERTY. ELEVATION=58.048 b) FOUND PK NAIL & SEMINOLE COUNTY DISK STAMPED "5084101" IN THE CONCRETE SIDEWALK 48 FEET f EAST OF THE CENTERLINE OF MELLONVILLE AVENUE AND 34 FEET i NORTH OF THE CENTERLINE OF 30 TH STREET. ELEVATION=58.787 3. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATA AS BEING N 89'595'59" W ALONG THE CENTERLINE AIRPORT BOULEVARD IN THE CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA. 4. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD, AND WAS PROVIDED BY THE CLIENT. 5. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12117CO045 E, EFFECTIVE DATE APRIL 17, 1995, THIS PROPERTY LIES IN ZONE "X", NOT A SPECIAL FLOOD HAZARD AREA. 7. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE PER THE DESCRIPTION AND ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS AS MEASURED IN THE FIELD UNLESS OTHERWISE NOTED. 8. THIS BOUNDARY SURVEY MEETS OR EXCEEDS THE HORIZONTAL CONTROL ACCURACY OF 1/15,000 FEET FOR A SUBURBAN SURVEY. 9. THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 & 2 OF 2. 10. ALL UNDERGROUND UTILITY LOCATION WAS PROVIDED BUY THE UTILITY COMPANIES AND/OR THEIR REPRESENTATIVE AND FIELD LOCATED BY THIS SURVEYOR. 11. ALL ASPHALT PAVEMENT, CONCRETE CURBING & CONCRETE WALKS ARE IN GOOD CONDITION UNLESS OTHERWISE NOTED. A O 00 N FF, i+ 1— CA � � W cS M 44 V ;Zt N cl w kl co �M O N � a 0 0 CD N C4 cr) ii LLB N N Q N 6 n, N I>j 6 i� LO C s CD C 1; 0 U a) E 0 w O Nd 9 0 U CL CL '1 D (0) 0 0 Z 0 CL (1) 0 1 ALTA/ACSM LAND ITLE SURVEY (COVER SHEET) 0) 2 ALTA/ACSM LAND ITLE SURVEY (BOUNDARY/TOPOGRAPHIC SURVEY) ® Z �41 To: SBLM Archite s, Hertz Corporation z� I hereby certify t U o t the attached Boundary 8. Topographic Survey of the hereon - p described described propert, is true and correct to the best ?f �qiy knowled:,e, information and belief as surveye n the field on February 18, 200?�. 1 ijur ther certify that this Boundary the tec nIc I st idards set forth in rule 61g17-6 Z �1I & Topographic S ; ey meets minimum of the Florida Ad , Inistrative Code. // APR 8 2Mj5 4a 0 0 For the Firm By. -a 0 W. C. Elliott, P.S.M. Professional Surveyor and Mapper Florida Registration No. 5599 SHEET INDEX C-1.0 C-2.0 C-3.0 C-4.0 C-5.0 C-6.0 C-7.0 C-8.0 C-9.0 C-10.0 C P-1.0 CP-2.0 C P.3.0 CP-4.0 L TA CAR RL..NTA 0 COVER SHEET SITE LAYOUT PLAN GRADING & DRAINAGE PLAN UTILITY PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS PHASE I CONSTRUCTION SITE LAYOUT PLAN PHASE I CONSTRUCTION GRADING & DRAINAGE PLAN PHASE I CONSTRUCTION UTILITY PLAN PHASE I CONSTRUCTION EROSION CONTROL PLAN ATTACHMENTS: BOUNDARY SURVEY &TOPOGRAPHY (2 SHEETS) PHOTOMETRIC SITE PLAN (1 SHEET) LANDSCAPE &IRRIGATION DESIGN (3 SHEETS) 3050 CARRIER AVENUE HERTZ CORPORATION SANFORD, SEMINOLE COUNTY, FLORIDA ZONING: RI-1 SITE ACREAGE: 6.0 ACRES OWNER/DEVELOPER: HERTZ CORPORATION CONTACT JOHN VERMEERSCH (24 HR EMERGENCY CONTACT) 225 BRAE BOULEVARD PARK RIDGE, NJ 07656 (201) 307-5203 ENGINEER: GR N RG FARROW ARCHITECTURE, INC. CONTACT: LARRY DIEHL 1755 THE EXCHANGE ATLANTA, GEORGIA 30339 WCF©UtJtEkE �y„ ii D li WEi' jL r. 201hi F� Ci 7tl � C niH Cl t z Ross:,: J �\ uj rt Lase uhcvx. ni741A� MCu:Hy � ct` as S,aNDRR Q rn w. O 1I CJ t 1 [^ z Z� z w ORNW1+LL RCS ( r, i' LiL; nn. 3rmo�F.4.. nsF. ]ynnn r_.LI,Ia,Ynl. niRnno UTILITIES WATER SERVICE : CITY OF SANFORD DEPARTMENT OF WATER UTI LITI ES 300 N. PARK AVENUE SANFORD, FL 32772 PH: 407.330.5669 SEWER SERVICE : CITY OF SANFORD DEPARTMENT OF WATER UTI LITI ES 300 N. PARK AVENUE SANFORD, FL 32772 PH: 407.330.5669 ELECTRIC : LOCATION MAP N.T.S. STORM WATER : ST. JOHN'S RIVER WATER �c SEWER MANAGEMENT DISTRICT ALTAMONTE SPRINGS SERVICE CENTER 975 KELLER RD. ALTAMONTE SPRINGS, FL 32714 P H : 407.659.4800 NATURAL GAS : FLORIDA PUBLIC UTILITIES & SEWER 450 SOUTH HWY. 17-92 DEBARY, FL 32713 PH: 386.668.2600 FLORIDA POWER & LIGHT COMPANY PH: CONTACT: CHARLIE JOHNSON FIRE: CITY OF SANFORD FIRE DEPARTMENT 300 N. PARK AVENUE SANFORD, FL 32772 PH: 407.302.2516 CONTACT: MIKE MCGIBNEY TELEPHONE : SANFORD AIRPORT AUTHORITY 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 PH: 407.585.4010 CONTACT: DIANE CRFvV NO. I DATE SH T No. DESCRIPTION 770-303-1033 JOB NO. 20050184 DATE: 04-04-05 PROPOSED CONIC. PAD & \ TRASH ENCLOSURE. PROVIDE _ / I ENCLOSURE TO MATCH BUILDING CONIC PAD FOR 15' BUILDING SETBACK STATE PLANE COORDINATES N 1614085.389 S 574554.760 LATITUDE 28'46'25.248" LONGITUDE-81'15'17.112" o � PROPOSED GUARDRAIL o 0 oln zl SSWL 6 TYPE D CURB- (TYP.) 0I OPEN AREA Q1 10 c� z_ J ml ^ N I I PROPOSED 6' BLACK VINYL i CHAIN LINK FENCE W/ 2 STRANDS OF BARB WIRE 15' BUILDING SETBACK I mil/ 6" TYPE "D" CURB I 1 (TYP•) EXISTING "NO TRESSPA�SING" SIGN -- A10' LANDSCAPE BUFFER PROPOSED 6' BLACK VINYL BEGIN 6' BLACK CHAIN LINK FENCE W/ 2 ALUMINUM DECORATIVE 30' 6' BLACK STRANDS OFF BARB WIRE FENCE ® SIDE LOT ALUMINUM I �._®. DECORATIVE w FENCE w ........... ............ ......................................... J' '.'.'.".'. 0. ............. ............... , ................ . . •.. ..'.' ...'.'....'.'....".'.....'.' EXISTING " PED ... ¢ X-LNG" SIGN/ ............. 10 2C7 ... PACES 8 ..... ................................................................ ................ • ....................... I �0 ......... ......................(T. p..) 4 .. 8' 'SP-ACES ' ..........................' F'AG' .'...... ........ / .12 �� � �.__. .o«�« _« � - __ �,�.t..W _._ «, ., . . ,. , .r. L........ . ..........:.."........................... I�-�-�1'. ........ .... ........ _'_ : ' Qo cn PRQP.OS.E - p .�. �. _ .__ R ._. -n - __ _ oM ....................cal.............." ...... PAVED' ..........'AREA.~-- 5 / ;� « «.I ..,-�. L -,, •og,. �I_ _� r �_.�.« _, . I _� - _� _� _�� �,�g_ _� _I� _ �__ _� _.._�-_ =' o ca • •...SSW ....... �j�-` '.'.CROSSWALK, '? "��� �sr� F� �v z PROPOSED 5' z 24 ... .......... , n ,�s .µ«. e�.,w�.--_�_��z.�u�...�_ ����r - _�_ _.� �a • _ �. _ __ �___ _-____w__ - _« ......... m CONCRETE X FIRE. -LANE 24'Ed S� ❑''� v ❑ N FLUME (TYP.) Ix IRE tAN. ........ ............. © _ �- « .�� _ _. 1- -I _ .� g_. I� _ awl �. u,^� HI, .^.._ I __._. 1.0 MATCH ....... .. ..... ..... ;,......ac ❑e ,N ❑ (TYF��} EXISTING "�... e� ............. o -- `r - �- _� _-«_ _ �« . _ 3' '�-_ fl EDGE OF ° 3`v .................j...".".'.'.'.'.".: .'.'1�._...«,.A1=-.1_�w.«, .g���.-._a� ,ps PAVEMENT X a ... .....5' :... ................"�s K1� sry 4� O' r .'.".".'.'.".".'.'.'.'.'.'.'.'.'.'.'.'.'.'PRgF'0'.50.......... P.R�POS r . , ,ys L PASSIVE . r } .^.. ,� «._ b I r---�..�•m� ... r �� TIGERTEETH PROPOSED FLE CONCRETE, .SLAB' AND.ICA I' n T n r - r j -RAMP.*.'.< ,v3 R44 j PARKIN ALTERNATE-1 C3 ......... n XN CUSTOMER _!_-_._na_ �,. « .� ......... ......... EXISTING ....... Lo ......... .PR.OPO.SED..... r�.At SERVICE I-AN1? Cq r v ,I : ;. x FENCE FUEL' 1SLAN17•'•'•'•'• ,.'AREA. N EXPANSION 3J�. `3° ......... . .................. ............. ........' ................. - - - - - .........' .... .................. } .„...� .......... a rin Li •N (IIrII`�II` tI`14�1I`1`It1�11IItt a ID r�; wl ....... .... � - :.. . �� e CUSTOMER � II4 \ ... . ; �' , w....I__.._.«�_..--1-------••� �-.___r__-_o•__-__._-6--------%•_•-•-9•---..---�-----F__$�.__...�_._.._p...._.__-I---��.-_..f_____..E.._.-.�...._..I._......._- ......... •A . � .. . .'."...-� w 1 I I SERVICE h ` 1.Q."!�a� r,,,�, h�; �, "/.:.:.:.:.:.:.:. R50' d U I to I o I ALKW, �,.._._....�.....,,.�.. • • • • • • • • • Z w = ........I _ .4 ' Z r c- I CV I cn V) I F.F. 62.15 ......... r ni I rn ❑ a 3�` Q N (0 �Q (a p..� A P_ »:�,. «� 4-4- . n a w I I I ��i�=_-;.I r w�. al_ g ...,� r- a.._ �._e« _. �.�.-_• SLIDIN iQ' . p� . , ;, +�: i- O C] n fn x Cn Cn . j .p 9 q _ I o ❑ I.'.� 4 ¢ I a I -- r _ _ _« �..-.. _ �.«. _ « _ n_ . _ _ _ - _« .. ❑ _ _ - .. Rio .. .. . �� n' I- fin, �` I I I FENCE GAT .. �. J I .HAN.DIC �, N .... (SEE ARCH. .. ;� . - __ RA(�(P I �_� - 1 r r n ........ . PHASE 2 LINE TRANSFORMER. COORD, PROPOSED GUARDRAIL I W/ UTILITY COMPANY 451 80' 10' 80' 15' 14' 16' gg' PROPOSED A HANDICAP SIGN 10 N89'5959"E 20' J am Imp wo, -0---y-- 792.00 '.'.'.'.•.'..� .'.'. T M �} _._._ ,......1.--.--__I_��,.1___T__.._"_, ��Y�. ......... I P ......... •LANDSCA ,} rn Iv ,n, I PROPOSED 5 FUTURE• •FUEL,. I' AREA . _....... ....,an.��.._� _.. _.._..«..; •:•:•;•:•:•:•:• DETAILS) CONCRETE :. ISLAND'•'.'.'.'.'.'......'.'. P ) .. tt . . FLUME C,arNOF'Y ..........................t� ....... ir==i .....: -- - .. 6'..... I TY ..................... - �,.. EXPANSION ......................... I�x�CONCRE�T'E• o ah POLE SIGN ............ ._.T ......................... � � . ' :.,....� ........Sl{� WALK..I __.� ___ __ �« .�_ -_.. �___ _���_ _ -��,._ «_ _ �,... .�,�,�,..�......... ....... I (BY OTHERS) - .-..... .�........................ 1�...'I'.'.'.�`' I(A �, gin+ GU RD (� (`�...j. PROI'f)SED 12;000... PR' Ep• ... •. t=« �,_-;_..v.. �.�_� _,� �� ,_ ; �««. o� _i-� a� I.-�� _ n r n BC THS - -... - �At. US7, LOCA710N..'........ OPQS ©(,a a Q,1 �, .. _ .r...,_�__ _ PHASE Ili AR ...... . ..�. .......... - ......0 .0 . E.. ...... 7 AN D ' ON Rom' ' S �.�B " I �.._.._ ...__..._... __..._Y. _______ ._.__ I Q ERS �, a ....... ..........."gin ��' «.r n CANOPY I 50 ...... ....... _ .......... ......... ......... IRE iAN I n�� .... .... ...... ....... Q .... .. . ..... . ...........� o ;�.I .+• •I . 0 .. .... ....... .... . - .............X� ....© ...... -N................. '- `.� .I p,t�•.. . ..... -•o-.�- .'24; 150 ....... ...... .... ~�-pkS1I! i�.P Si. ` �ti°L.���41�. • . ... ..' . ' . :� . .. .t . m "5 s. AND BASE IN PHA§ 2 ........ .... ............................... ..............0 •PRQPO.............. .................................•.. 'PAVE =A. .. L�.'RT ............................................................................................... .....AKS. ..... ................ ......`� .............................. ................`' .........................(BY'OT-RS)...................................................................... l •R50 I=' x SEE DETAIL ON SHEET C-9.0 EXISTING SANFORD/ORLANDO AIRPORT SIGN SEE DETAIL ON SHEET C-9.0 .............................................................................................................. .............................. •.................................. ....... ..... �-- PROPOSED CURB ...... TO THIS POINT. / TIOGER EETH x TRANSITION INTO 792.00' 6" TYPE "D" 10' SLIDING .S89'59'5 "W END 6 BLACK EXISTING EDGE OF CURB (TYP) EXISTING EXISTING FENCE GATE ! 68 02' I PAVEMENT. ALUMINUM DECORATIVE CONCRETE FLUME PROPOSED 6 - -BL*CK VINYL A CONCRETE FLUME I 10 LANDSCAPE BUFFER � FENCE ®SIDE .L.OT- -- ---- -- -- - ---- BOTTOM ELEV.=59.51 L1r CHAIN LINK FENCE`'�1(/ 2 BOTTOM ELEV.=57.37 _ t-- STATE P NE 00 DINATES 1. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES BETWEEN THE PLANS AND THE _ PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN - -- - - -- -- -- - STRANDS OF BARB WPRE - - - - -- - - - --- - -- -- N 16137 5.5 9 i �! I�- - - -- - �� / 301 5 57534 .81 BY THE ENGINEER, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY INFORM THE ENGINEER, IN PROPOSED GUARDRAIL �- 1, _ _.�___ _ M „ WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL c� t� --LATITUDE 28'4 21 999 �n ` ' • �' _I- LONGITUDE - 1'1 �08.204" AUTHORIZED, WILL BE AT THE CONTRACTORS RISK. � 2. THE EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PREPARED FROM THE INFORMATION AVAILABLE TO THE ENGINEER AND MAY NOT BE ACCURATE TO EXTENT OR LOCATIONS. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE THEM MARKED OR REMARK POINTS AND STAKES. 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES FOR EXECUTION OF ALL MATERIALS, AND THE EXECUTION OF THE WORK SHALL BE IN ACCORDANCE WITH THE STATE AND LOCAL CODES, RULES AND REGULATIONS. 4. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF SANFORD STANDARDS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL OTHER EXISTING VEGETATION THAT DOES NOT UNREASONABLY INTERFERE WITH CONSTRUCTION. 6. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, AND STAKES. 7. THE CONTRACTOR SHALL NOTIFY CITY OF SANFORD TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 8. THE CONTRACTOR SHALL NOTIFY CITY OF SANFORD UTILITY INSPECTOR TWENTY-FOUR (24) HOURS PRIOR TO START OF UTILITY CONSTRUCTION. 9. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 11. FOR SLAB AND STRIPING AROUND BUILDING, SEE ARCHITECTURAL DRAWINGS. 12. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES AND PROVIDE CONTINUOUS ACCESS TO ADJOINING PROPERTIES DURING ALL PHASES OF CONSTRUCTION. 13. THIS SITE PLAN IS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CPH ENGINEERS, PLANNERS, SURVEYORS DATED, SEPTEMBER 15, 2004. ZONING DAM:_ ZONING: RI-1, RESTRICTED INDUSTRIAL LAND USE: REQUIRED PROPOSED -- MINIMUM PARCEL. AREA: 10,000 SF 6.0 AC (261,360 SF) MAXIMUM BUILDING AREA: 50% OF PARCEL AREA 2.30% OF PARCEL AREA OPEN SPACE: 30% OF PARCEL AREA 30% OF PARCEL AREA GREENBELT: 10-FOOT WIDE LANDSCAPE BUFFER 10-FOOT WIDE LANDSCAPE BUFFER MAX. BLDG. HEIGHT 50 FT MAX. (CITY OF SANFORD) 32'-8" FT 50 - 60 FT MAX. (SANFORD AIRPORT) FLOOR AREA RATIO (FAR): 0.50 0.023 III w a 1 10' LANDSCAPE BUFFER_ I SETBACKS: REQUIRED 'II PROVIDED 1, 7.5' IC - FRONT 25 FT 25 FT SIDE 15 FT 15 FT REAR 20 FT 20 FT LOT MINIMUMS: REQUIRED PROVIDED I FRONTAGE 35 FT 329 FEET PROPERTY j LINE PARKING: REQUIRED PROVIDED REGULAR STALL WIDTH 10 FT 10 FT i REGULAR STALL LENGTH 20 FT 20 FT HANDICAP (HC) STALL WIDTH 12 FT 12 FT STALL LENGTH 20 FT 20 FT AISLE WIDTH 24 FT 24 FT BUMPER OVERHANG 2 FT 2 FT TOTAL STALLS REGULAR STALLS * 18 STALLS 22 STALLS HC STALLS** 1 STALL 2 STALLS TOTAL PARKING SPACES 19 STALLS 24 STALLS *REGULAR PARKING: 3.0 SPACES PER 1,000 SF OF GROSS FLOOR AREA NUMBER OF PARKING SPACES REQ'D = 3 X (6,009.2/1,000)SF = 18 PARKING SPACES **HANDICAP PARKING: 1 ACCESSIBLE SPACES FROM 1 TO 25 SPACES; 2 ACCESSIBLE SPACES FROM 26 TO 50 PARKING SPACES; ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE "VAN ACCESSIBLE". PROPOSED 6' BLACK VINYL CHAIN LINK FENCE W/ 2 STRANDS OF BARB WIRE n PROPOSED /"-- GUARDRAIL CROSS-SECTION A -A NITS x GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING r 1755 THE EXCHANGE ATLANTA, GEORGIA 30339 VOICE 770/303.1033 FAX 7 7 0 / 3 0 3 . 2 3 3 3 COPYRIGHT NOTICE Thb drowlnyy hr the y of the above referenced ArohtbmA cer ie not to he used for any purpose other than the specific proj.at and site named herein, and cennot hhee reproduced In any manner wHhaet the wgr w written permission ham the Arattect DRAWING ISSUE RECORD DAIE DES6RP'IIDN 03-ZD--04 75X Ro*w set 0-31•-05 `ice Rri Sd To HWU 01-09-06 PamR RK 04-12 REVISION RECORD N0. DALE DiION PROFESSIONAL SEAL 07INCIPAL IN CHARGE ESSIE GI ADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ GRAPHIC SCALE CORPORATION ao 0 15 130 a0 1zo Facilities & TYPE "D" CURB Construction ( IN FEET I inch = 30 rt HERT7 CAR RENTAL (QTA) FACILITY LEGEND: 3050 CARRIER AVENUE PROPOSED LIGHT DUTY ASPHALT PAVEMENT HANDICAP SPACE SANFORD, FLORIDA 24" STOP BAR, WHITE TRAFFIC -RATED PAINT ..............PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED TRAFFIC ARROWS, WHITE TRAFFIC -RATED PAINT Q.. PROPOSED CONCRETE PAVEMENT -II- SIGN-30" x 30" TO BE INSTALLED BY THE CONTRACTOR PROPOSED 6" CURB SSWL PAINTED 4" SINGLE SOLID WHITE LINE PROJECT NUMBER 20050184.5 EXISTING CURB DIMENSION FOR RADIUS TO BACK OF CURB SHEET TITLE PROPERTY LINE (PROPOSED SITE) 3'�''� (UNLESS OTHERWISE NOTED) X EXISTING BLACK VINYL CHAIN LINK FENCE SITE LAY®Ur _ - PROPERTY LINE (OTHERS) PLAN PAINTED STRIPES X PROPOSED CHAIN LINK FENCE 4" SSWL 18" C. TO C. ( C� ) PROPOSED GUARDRAIL SHEET NUMBER 0 0 PROPOSED BLACK ALUMINUM DECORATIVE FENCE PROPOSED LIGHT POLE C-2.00 o� (SEE SITE PHOTOMETRIC PLAN, SHEET E1.2) EXISTING DITCH GENERAL NOTES: 1. ALL STORM DRAINAGE DESIGN SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS AS PROVIDED IN THE CITY OF SANFORD DESIGN STANDARDS. 2. ALL CONSTRUCTION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, COUNTY & STATE AND/OR ANY OTHER GOVERNING BODIES' STANDARDS. 3. THE CONTRACT DRAWINGS INDICATE THE APPROXIMATE LOCATION OF EXISTING SUBSURFACE UTILITIES IN THE VICINITY OF THE PROJECT AND ARE NOT GUARANTEED FOR ACCURACY AND/OR COMPLETENESS. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH PROPOSED CONSTRUCTION ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ALL EXISTING UTILITIES THAT ARE TO BE RELOCATED OR ALTERED IN ANY MANNER ARE TO BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANIES' STANDARDS. ALL EXISTING UTILITIES EXPOSED DURING CONSTRUCTION ARE TO BE SUPPORTED UNTIL BACKFILL IS IN PLACE. ANY CROSSINGS LESS THAN ONE FOOT CLEAR TO BE SUPPORTED WITH A SADDLE (CONCRETE OR SAND). 4. DESIGN AND INSTALLATION OF ELECTRIC, GAS, TELEPHONE AND CABLE TV TO BE COORDINATED WITH & PROVIDED BY RESPECTIVE UTILITY COMPANIES. 5. FOR SPECIFIC BUILDING DETAILS SEE ARCHITECTURAL DRAWINGS. 6. ALL EXISTING OR PROJECT -GENERATED DEBRIS IS TO BE REMOVED & PROPERLY DISPOSED ACCORDING TO ALL APPLICABLE REGULATIONS. 7. CONTRACTOR TO VERIFY PRESENCE OR ABSENCE OF UNDERGROUND STORAGE TANKS AND SHALL NOTIFY ENGINEER AND REPORT FINDINGS. 8. CONTRACTOR SHALL COORDINATE ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS, 9. CONTRACTOR SHALL COORDINATE PROPOSED GRADES AT BUILDING AND CONCRETE WALKS WITH ARCHITECTURAL PLANS. GRATE 60.50 INV. OUT = 57.29 CI 8.0 GRATE 60.75 INV. OUT = 57.86 r..' U3 f�I TYPE "E" INLET 4ti0 II',t�rr'GRATE 60AZ INV. OUT = 57.0 10. CONTRACTOR TO VERIFY LOCATIONS AND INVERT ELEVATIONS IN THE FIELD. 11. CONTRACTOR TO ADJUST FRAME AND GRATE ELEVATIONS IF NECESSARY TO PROVIDE POSITIVE DRAINAGE. 12. ALL DISTURBED AREAS TO BE SODDED. 13. MAXIMUM CUT/FILL SLOPES 2H:1 V. CONTRACTOR TO MATCH EXISTING GROUND ELEVATION CROSS-SECTION A -A PROPOSED DITCH GRADES NTS ES r}� is Jf` f: J. T E J vA tt�l R T 7 `G�' �•• v� 4� racy ...J ..... ...... .... ..... --. . } ... ... ....... _..._.. _- .___ ...... .... ....... ..�-'-F:..:. ;.:...- ........-....... .._.... .. (} i /f .. ID i.�i{i" J lr J '� 7 �'.7j f :�Z•} "P r, /k.i ryt a .:c �f�: i 3 r ... ... ..........._ .. .__...___ ------------- ............. ............. ............. - ----------- Yy:+ NV._€ 1 ELi_V..f _3F, .........................:, ,-,... ,,,,, ............. .... .....:::__.:....::.,,.,........................ .: .r r, is /. .n7..>t� ---- 'E L,.. J r r , t' J' : ; ' yet � ,,, ,r� , ,Sj �,.`f,•T I S- �. ST� ........ ................. .... w'e , fc+ ........... rtjr f 4:3' r l - '.a:J LEGEND: MH • PROPOSED MANHOLE IM PROPOSED TYPE "E" INLET PROPOSED MITERED END SECTION (MES) If M7 M PROPOSED SPOT ELEVATION x 53.28 EXISTING SPOT ELEVATION ------- 61 PROPOSED 1' CONTOURS -----� 60 PROPOSED 5' CONTOURS EXISTING GROUND 2 I �P"K ,deli ri .. x - Mf_S 13.Q,.t, V. 56,62 rff� -{.. LF-14" X�3 x + u. .e I J ,a JiJ �,�•� J , - . G} j' ! fry J:' 1 :. T �Y,�?` e3�,1/ �t�4T ..i.. i �.t zy, i MES 12.0 INV. 56.43 x e -{- ---- MES 11.0 x INV. 56.29 -r 71 I.. ..{.. E 80LF-14"X23" EL t IPTICAI RCP®0.2aM {.. I ta4t:t:� fir;'• (�.£';1-3 ...: {. ''JTii�i E w�t3' E ,_t`J' J J i' i. Imo- R9MOVETING .`VIES & REPLACE�:�11ri/MAN OLE 10.0. 3 x - %rv59.50 9UT 56.13 (EX. 24") nR't) f:J by r •' i rrD, UMH 9.0 dJ' .3 �J' „+ I °' �• + {:: T TOP = 59.50 10 LF,, . 2' X1 EL PITICAI_ - - INV. IN 56.03 (F_) RCPOQ,{si� w. T INV. OUT 56.03 (EX. 24) x '- -........ € (CONTRACTOR TO BUILD e{, J EXLSTING 24"RCP ®0.50% I��3 J MANHOLE OVER EXISTING .> € �=-� P�pE NOTE: THE PROPOSED PROJECT IS WITHIN THE ORL-SANFORD AIRPORT SW BASIN APPROVED PERMIT #4-117-22192-28, AND CONFORMS TO THE PERMIT CONITIONS OF 70% MAXIMUM UMPERVIOUS AREA. CROSS-SECTION B-B PROPOSED DITCH GRADES NTS MATCH EXISTING GROUND ELEVATION .30 GRAPHIC SCALE 1s 30 60 ( IN FEET ) 1 inch = 30 ft, 11 120 GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING i M 9 1755 TFIE EXCFIANCE ATLANTA, GEORGIA 30339 VOICE 770/30 3. 1033 fAX 7 7 0 / 3 0 3 . 2 3 3 3 COPYRICHT NOTICE We drawing Is the property of the above referenced Architect and In not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced In any manner without the express written permission from the Architect DRAWING ISSUE RE'COHO DATE DE'110N 03--28-05 75% Re" Set 0.3-31-05 = Rw&w Sff It Te Haxtz 04-12-05 Bulft Pdmk SqA REVISION RECORD NO. DATE DEMW110N PROFESSIONAL SEAL tor - PRINCIPAL IN CHARGE ESSIE GHADRDAN SITE HEVEIL OPM€NT COORVINAYOH PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPOPATIOH Facilities & Construction HERTZ CAR RENTAL (QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA :SHEET NUMBER C-3,00 3 *� 8„X8"X6" TEE ASPHALT FIAVEk;iENIT J 2" IRRIGATION METER W BACKFLOW J PREVENTER - r 3 _ .......... ....... _ 3" WATER METER W/ E BACKFLOW PREVENTER� ....... _..I L...... _._. ..._- -- --------- ------- ------- ------- -_. ..... ....... ....... �. _--. .------ ,.. ...._ ....,... ....... ....... .....-. ....... ...... ....__ ....._ ....... ....--. ._.... ....... ....... .... 8" DOUBLE DETECTOR 2 IRRIGATION FH W/6" VALVE CHECK VALVE ASSEMBLY STUB OUT FOR W/ BACKFLOW LANDSCAPING PREVENTER _.. .. _....... ............ ........... ............. ............. ...... _ . _ _.__ - - tIi O a O C) / f � / / a ❑ E e � I � / ,❑ t r- a......._. _ pF }t ff ( p Ef r ............. t.� N D E `) G-, i +, (.) U I �! f.J GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ENSURE NO CONFLICTS EXIST WITH PROPOSED IMPROVEMENTS. NOTIFY ENGINEER IN WRITING IMMEDIATELY IF UTILITIES ARE LOCATED DIFFERENTLY THAN SHOWN. THE CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY COMPANY IN ORDER TO RELOCATE IF NEEDED IN CONFORMANCE WITH THEIR GUIDELINES. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO THE REMOVAL OF INDICATED UTILITIES ON SITE. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY PERMITS REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE_ AUTHORITIES. 3. THE AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS AND AT THE VARIOUS STAGES IN CONSTRUCTION AS REQUIRED BY THE AUTHORITY. THE AUTHORITY SHALL BE GIVEN A 24-HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED. 4. DURING CONSTRUCTION WHEN DEVIATIONS FROM APPROVED PLANS AFFECTING CAPACITY, FLOW OR OPERATIONS ARE DESIRED, THE WATER INSPECTOR SHALL BE NOTIFIED. REVISED PLANS SHALL BE SUBMITTED AS SOON AS POSSIBLE TO THE WATER SYSTEM ENGINEER FOR APPROVAL. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE GAS COMPANY FOR THE CONSTRUCTION OF THE GAS LINE BETWEEN METER AND MAIN. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE POWER COMPANY. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN THE FIELDTHE EXACT LOCATION, SIZE AND MATERIAL OF ANY EXISTING WATER AND SEWER FACILITY PROPOSED FOR CONNECTION OR USE BY THIS PROJECT. THE RELOCATION OF ANY WATER/SEWER FACILITY REQUIRED TO AVOID ANY PART OF THIS DEVELOPMENT IS THE RESPONSIBILITY OF THE DEVELOPER. 9. 24-HOUR EMERGENCY CONTACT: , PH: (201) 307-5203 10. ALL WATER VAULTS SHALL BE CONCRETE WITH A MINIMUM WALL THICKNESS OF 4 INCHES UNLESS SPECIFIED OTHERWISE AND PLACED OVER A MINIMUM OF 12 INCHES OF AGB COMPACTED TO 98% PROCTOR. ACCESS TO ALL VAULTS SHALL BE PROVIDED FOR MAINTENANCE AND REPAIR. 11. HORIZONTAL SEPARATION OF AT LEAST 10 FEET BETWEEN WATER MAIN AND EXISTING OR PROPOSED SEWER AND STORM SHALL BE PROVIDED. 12. WHERE WATER MAIN CROSSES EXISTING OR PROPOSED SEWER OR STORM, 18" VERTICAL SEPARATION IS REQUIRED BETWEEN THE TWO MAINS. =W=3 _051 1.S;srw II ED NECT f O OLUMBI d i , CONNECT TO BUILDING 0 INV. 58.69 VC®1.0�PLAN U A S F R DETA� E PLBIG P4LF-4 , Id ....................................... ..... ALTERNATE-1 W ,' E{ :D -3 :L" .- x f. E E, _ E -�- I iW T d 13 '7 r � 3A3 Cy " •E d CUSTOMER CONNECT<TO ;BUILDING 0 INV 59.15 N F SERVICE C.O,1.1 «:. ,,. (SEE PLUMBING PLANS FOR DETAILS) TOP'"'6t,50 INV. IN 58.61 EXPANSION E r= .. .. ....... ................... .................... ... ..._:..:.. ..... ., . : I SANITARY SEWER NOTES: 1. ALL CONSTRUCTION TO CONFORM WITH CITY OF SANFORD PUBLIC WORKS GENERAL CONDITIONS AND STANDARD SPECIFICATIONS. 2. NO SEWER MAIN CONSTRUCTION SHALL BE ALLOWED UNTIL A PERMIT IS ISSUED AND IS DISPLAYED AT THE PROJECT SITE. 3. ALL SEWER PIPE SHALL HAVE GRAVEL BEDDING, COMPACTED CRUSHED STONE WHEN SANITARY SEWER IS PLACED IN ROCKY AREAS, WET AREAS, SOFT AND SPONGY AREAS, AND IN MANY CLAY SOILS OF THE COUNTY OR AT A DEPTH GREATER THAN 15 FEET. THE PIPE SHALL BE BEDDED IN COMPACTED CRUSHED STONE THE FULL WIDTH OF THE TRENCH WITH A MINIMUM OF 8 INCHES BELOW THE PIPE AND EXTEND UP TO THE MID -POINT (SPRINGLINE) OF THE PIPE. 4. ALL TIE-INS TO EXISTING MANHOLES SHALL BE CORED. ALL MANHOLES REQUIRE "KORO-N-SEAL" OR EQUAL RUBBER BOOTS. EQUAL BOOTS MUST BE APPROVED BY CITY OF SANFORD PUBLIC WORKS PRIOR TO USE. 5. THE CONTRACTOR SHALL AIR TEST ALL GRAVITY SEWER LINES FOLLOWING COMPLETION OF CONSTRUCTION AND PIPE CLEANING. 6. ALL MANHOLES OUTSIDE OF PAVEMENT AREAS SHALL BE BOLTED DOWN. WATER LINES NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE AND MATERIAL OF ANY EXISTING WATER FACILITY PROPOSED FOR CONNECTION OR USE BY THIS PROJECT. 2. AUTHORIZATION MUST BE OBTAINED FROM CITY OF SANFORD TO TAP ON TO THE WATER DISTRIBUTION SYSTEM. 3. WATER DISTRIBUTION/FIRE LINE TO BE INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR. 4. THRUST BLOCKING SHALL BE USED AT ALL BENDS, PLUGS, AND TEES. 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION OF WATER LINE. V) < I3 TIE TO,. EXISTING SANITARY t SEWER MANHOLE Ir /PROP. INV. EL. = 53.20 1 I, /i ..................... P � ; jj L.r.J XI t r•���' E 3 L3..1 . GREENBERG FARROW ARCH I T E C T U R E F_NGINEERING PLANNING 1755 THE EXCHANGE A -I LANTA, GEORGIA 30339 VOICE 770/303.1033 FAX 7 7 0 / 3 0 3 . 2 3 3 3 COPYRIGHT NO [ICE This drawing Is the property of the above referenced Architect end in not to be used for any purpona other than the spoclflc project and efte named herein, and cannot be reproduced In any manner without the wgress written pwrnieslon from the Architect DRAWING ISSUE RECORD DATE D " 03-21-05 755E Ra*w Sat W31 95% Revile. Set To Hartz 04 W O5 ermft Set W12-M Bukft PermllSet REVISION RECORD ft DATE WSW" PROFESSIONAL SEAL 1 PRINCIPAL IN CRARaE 1 ESSIE GHADRDAN i SITE BEVELUPMENT COORDINATOR AGE J PROJECT MAIIIAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ LEGEND: CORPORATION PROPOSED SANITARY MANHOLE Facilities & Construction O PROPOSED CLEAN OUT ss PROPOSED SANITARY SEWER LINE HERTZ CAR - w w w - PROPOSED FIRE WATER LINE RENTAL (QTAJ j GAS GAS PROPOSED GAS LINE FACILI ff DIN DOM PROPOSED DOMESTIC WATER LINE 3050 CARRIER AVENUE EXISTING SANITARY MANHOLE SANFORD, FLORIDA ---- EXISTING SANITARY SEWER ------- EXISTING GAS EXISTING WATERAV IQ ----------- r EXISTING TELEPHONE LINE PVC POLYVINYL CHLORIDE PROJECT NUMBER �p 20050184.5 FIRE_ HYDRANT SHEET TITLE PROPOSED THRUST BLOCKING ij E PROPOSED ELECTRIC LINE UTILITY T PROPOSED TELECOMMUNICATION LINE GRAPHIC SCALE PLAN PROPOSED LIGHT POLE 30 0 1S 30 00 120 ° (SEE_ SITE PHOTOMETRIC PLAN, SHEET E1.2) I SHFFT NUMBER (IN FEET) inch = 30 ft. C-4,/] 01 TC°1ADn0A0V CCI'11AAC7AIT MACW. I'/ LV LA/-U YYAG.:J 171 I GIVIr VR/1R I OF-UIIVIGIV 1 D/A.711V: STORAGE REQ'D= 0.54ACX67CY/ACRE 36.18CY (976.90 CF) STORAGE PROVIDED=37.04CY (1000 CF) EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR AREA IS STABILIZED. 3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA STATE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING ANY AND ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL PROCEDURES DEEMED NECESSARY BY THE OFFICE OF THE CITY ENGINEER DURING THE COURSE OF CONSTRUCTION. 5. CITY OF SANFORD SOIL CONSERVATION MUST BE NOTIFIED BY CERTIFIED MAIL AT LEAST 48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY. 6. THE OWNER/APPLICANT WILL OBTAIN CITY OF SANFORD ISSUED CERTIFICATE OF OCCUPANCY PRIOR TO ANY OCCUPANCY. 7. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN 10 DAYS AFTER FINAL GRADING. ALL AREAS TO BE LANDSCAPED WILL RECEIVE A 4" MINIMUM LAYER OF CLEAN TOPSOIL. 8. A CRUSHED STONE, VEHICLE WHEEL -CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. THE BLANKET WILL BE OF SUFFICIENT SIZE TO REDUCE OFFSITE TRACKING OF SEDIMENT BY CONSTRUCTION TRAFFIC AND WILL BE MAINTAINED IN GOOD ORDER UNTIL ALL ROADWAY AREAS ARE STABILIZED. MINIMUM DIMENSIONS SHALL BE 100'X30'X6". THE BLANKET SHALL BE COMPOSED OF CRUSHED STONE 2-1/2" IN DIAMETER AND SHALL BE UNDERLAIN WITH MIRAFI, TYPAR OR EQUAL FILTER FABRIC. 1 5'LX 1 5'WX2.5'H STORAGE REQ'D= 0.31ACX67CY/ACRE = 20.80CY (561 CF) STORAGE PROVIDED=20.88CY (563 CF) A'SPt AAI_T r AVE"?.iENT i til, {e �; •� '�,� ff=.�, rr-3� N� •.mil e1 25 € I I" Nt.., PPK �IAIL er4 4? ) Y!'%.T f 1 I W ' I�1 td;�` r n;'J �11✓ ��3 111 I ay' 1 L�1 L4�3, 4' � \ ;'"tr•.. 3 lac • S, j r r;.• r ,ih •?• J L:r ,.r�di r,�:�C3' r yY ( 1. S'^ . J (.`.1'.4l- r" , r �.' •-?i f j �:<'# r.. 'fa .r i .:?... .�;...y�-^-(,;,�. 'r • ,% /)i : E ,J -... ram• � ✓C3 4S•-.. r3; {S,',J Z3 r:i){.° f�:•�..'.. ✓y. �.. ,, 4y. N.--._........ ...3.,. r.1 {r.i r� �r..r tj' ,_.., 4 ^rc-..;e rN^.: :-.:c� ::.ere _;;< e:, x - :::, ;. " ...o....-.,;._.,. ::---.,.:,.�-..,....^. _3_.. {r ✓e r ti.. t., -..?.. 4„ f' ' - ih `at,•' f (, r r T' i i ' :j 3 _. ..... 1 irk �{;3r• J a' �'' ^, tJ' ^.- t .i �i't� L'*'` {i. --r•-•_ - � { �;'�� r f _..✓ .4 ``�', -S ::isl..... t'J t3 !J�`,.a�"F - t"• w - I J r 2 1✓ {Q r:yJ` 'k, [Y ; ;,)' fC:3• r,F-J r{t1 } -r• Utif"'f "{4;ifitJi"3 4' ) 1'r� :43 j .3ar . r�r<r? 4j i5 , i�I"..''.....):.'r. ,v a r yII ;13C:1 •; (r, - y.,..i„. 3 r€ f�..• ;{ : � ,) � "fy. riJI✓'':O,ztth j . ii'Ai�44?�t✓',r'r.r..€i{'4'i 1✓ r r 4 te.t�{f1t;:3r?t; �>✓*'Y,r iJ � p`E,!fi{r•qr�i�a/•`:yl�rt�.:r. Sd ! �'���°��J 5✓'>/'r 1�e,3r,:.c�i �,, .r't�..:.;m',; >r3 ✓ tfr) CAi "J °{ .��x +X.. ? ... ir rr, ........... ........... ..... . _. =r j r ....... q3, �....-j1..................... ..-.... �F..; 43jy� ,).._.l��`,C,,-S..,..,...I...J...a...:. j�:.'-:a....__f_3_-°"�-.1.✓1ts; i( r_3y .. .h.v. fE r. C> ' ::t Ir .3 �' {:x y •r,+�. [:��: ! I.a.l ✓)`r-} ' '.) >•' {' fl� {Itd. I ..3 {�St) r{: Jr.�r I�,j3 .,t;b• .�.✓� s,-� j r< �'.� r�,� � .734�11 ' 4h f. 4 4gr„'' ..... ✓', I .r•. rt , fz . tl. 3 ` a .) 'i";r7' . I.. J 9. ALL INLETS SHALL BE TEMPORARILY PROTECTED BY HAY BALE FILTERS PLACED IMMEDIATELY AFTER THEIR CONSTRUCTION. FILTERS SHALL REMAIN IN PLACE UNTIL THE SITE IS PERMANENTLY STABILIZED. 10. ALL PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 11. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL. 12. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF DRAINAGE STRUCTURE, VEGETATIVE COVER AND ANY OTHER CONTROL MEASURES DURING AND AFTER CONSTRUCTION UNTIL WORK IS APPROVED BY THE CITY OF MIAMI. 13. ALL REVISIONS SHALL BE FORWARDED TO CITY OF SANFORD SOIL CONSERVATION FOR REVIEW. 14. ALL TOPSOIL STRIPPED AND STOCKPILED FOR USE IN FINAL GRADING SHALL RECEIVE TEMPORARY SEEDING AND THE BASE PROTECTED BY A HAY BALE BARRIER OR SEDIMENT FENCE. 15. STOCKPILES SHALL NOT BE LOCATED WITHIN 50' OF A DRAINAGE FACILITY OR ROADWAY. THE BASE OF ALL STOCKPILES SHALL BE PROTECTED BY HAY BALE OR SILT FENCE BARRIER. 16. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. 17. ALL DISTURBED AREAS TO BE SODDED. INLET PROTECTION SILT FENCE CONSTRUCTION ENTRANCE PROPERTY LINE GRATPHTC SCALE 30 0 15 30 90 120 GRLLNBERG FARROW ARCHITECTURE ENGINEERING PLANNING e 19 a 1753 THE EXCHANGE A-1'LANTA, GEOKGIA 30339 VOICE 770/303.1033 PAX 7 7 0 / 3 0 3 . 2 3 3 3 COPYKICHT NOTICE This drawing Is the property of the above referenced Architect and Is not to be used for any purpose other than the apeclflc pro*t and alto named herein, and cannot be reproduced In any manner without the express written permleelon from the Architect DRAWING ISSUE RECORD DATE DE'TION 03-28-05 75X Rarlew Set 03-31-05 95X Re&W Set To FW 04-08-05 Permft Set 04-12--05 Bui ft Permft Sot REVISION RECORD NO. DATE DESW ON PROFESSIONAL SEAL PRINCIPAL IN CHARGE ESSIE CHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS OVALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ CAR RENTAL (QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA If1��i PROJECT NUMBER 20050184.5 SHEET TITLE EROSION CONTROL PLAN ( IN FEET ) 1 inch = 30 ft. SHEET NUMBER C-5 *0 9 Post Options: Wood 2-A" Min. 0 Wood 2" x 4" Optional Post Positions Principle Post Position Oak !4"n l�" I I F (Canted 20° Toward Flow) Fabric (In Steel 1.3.3 Lbs/Ft. Alin.---- 6_'_Max. - Conformance With .. -- Sec. 965 FVOT Spec. J �� o I I I I ------Filter Fabric ZE p1 I I ; I Sill Flow M W I I - U -__- - - - - - - - - - -U--- - - - -- L/ ELEVA i10N SECTION Note: -Silt Fence to be paid for under the contract unit price for Staked Silt Fence ( LF 1. TYPE RT 51L r FENCE Sd2 —� Stake 2 x 4 Steel frame i Th 1.5' Pabric r- max fit j 4 min rttitl C D� ti !l 1 I I 1 Buried fabric 1 Wire -backing «.» larch inlet T with grate 9° game min 11 V '�..� Gather excess at corners Figure 6-21.1 d Fabric and supporting frame for Inlet projection GaSWCC (Amended - 2000) 6-141 POST SIZE Table 6-20.3 Minimum Length Type of Post Size of Post Type Soft wood 3" dia. or 2x �4� Oak "tee] 1.31b./ft. min. Type B 3' Soft wood "dia. or 2x2 Oak `3teel 751b./ft. n Type C 4' Steel 1.31b./ft. min. FASTENERS FOR WOOD POSTS Table 6.20.4 Gauge Crown Legs Staples/Post Wire Staples 17 min. 3/4" wide 1/2" long 5 min. Gauge Length Button Heads Nall/Post Nails 14 min. 1" 3/4" 4 min. Note: Filter fabric may also be attached to the post by wire, cord, and pocKets. 6-132 Ga3WCC (Amended - 2000) 6-86 N.S.A. R-2 (1.5"-3.5") Coarse Aggregate Geotextila Undediner 'fi20' Minimum CRUSHED STONE CONSTRUCTION EXIT Figure 6- 11.1 Table 6-20.5 TYPE FENCE A B C Tensile Strength (Lbs. Min.) (1) W rp - 120 120 Wa/100 Warp - 260 (ASTM D-4632) Fill - 100 Fill Fill - 180 Elongation (% Max.) (ASTM D-4632) 40 /40 40 AOS (Apparent Opening Size) (Max. Sieve Size) (ASTM D-4751) #30 #30 #30 Flow Rate (Gal/Min/Sq. Ft.) (GDT-87) 25 25 70 Ultraviolet Stability (2) (ASTM D-4632 after 300 hours weathering in accordance with 80 80 80 ASTM D-4355) Bursting Strength (PSI Min.) (ASTM D-3786 Diaphragm Bursting 75 1 175 Strength Tester) Minimum Fabric Width (Inches) 36 22 36 GaSWCC (Amended - 2000) (1) Minimum roll average of five specimens. (2) Percord of required initial minimum tensile sirength. GaSWCC (Amended - 2000) 6-137 GREENBERG FARROW ARCH ITECTU RE kNGINEERING PLANNING is " r 1755 THE EXCHANGE ATLANTA, GEORGIA 30339 VOICE 770/303.1033 FAX 770/303.2333 COPYRIGHT NOTICE This drawing In the property of the above referenced Architect and Is not to be used for any purpose other than the specific probot and alto named herein, and cannot ba rapraducad In any monnar without the axprem written permission from the Architect DRA WING ISSUE RECORD DATE DESWTION W-28-03 TX Review Set 03-31-05 85X Raw Set To Hertz W08-05 PWMR Set 04-12-05 Buklim Permit Set REVISION RECORD N0. DATE DESWTION PROFESSIONAL SEAL IA,4 t-- A-7-0 Tld6 � PRINC/PAL IN CHARGE ESSIE CHADRDAN SITE DEVELOPMENT COOROINA TOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ CAI RENTAL (QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE EROSION CONTROL DETAILS' SHEET NUMBER C �Jo nt .Seal cow. Pavto S i Exp. Joint And 'reformed Joint Filler DETAIL -- TYPE "D" CONCRETE CURB N,T,S (INDEX #300) 1 " ASPHALTIC CONCRETE SURFACE COURSE, FDOT SECTION 340 TYPE SP 2" ASPHALTIC CONCRETE WEARING COURSE, FDOT SECTION 340, TYPE SP 6" CRUSHED LIMEROCK BASE COURSE, FDOT SECTION 200 & 911, LBR=100 12" SUBGRADE STABILIZATION, FDOT SECTION 160, TYPE B, LBR=40 DETAIL — LIGHT DUTY ASPHALT PAVEMENT SECTION (FOR PARKING STALLS) N.T.S (SEE GILES ENGINEERING ASSOCIATES, INC. GEOTECHNICAL REPORT, DATED 2/7/05 FOR DETAILS) FIGURE H-2 F-IANDICAP SIGN AND PARKING SPACE STANDARDS 10, 2 1 /2' \ \\ \\ � 10 i Yam/ BLUE '` 12' `-- ---- 4" WHITE 1 o L 4' O.C. MIN. W ILL! S -J J T `s fu —Q. T p T-? 4° ,, LIa 4" j^ 2^ 4- FIGURE H-3 PASSENGER LOADING ZONES z 20' MIN. I I I I I I it HANDICAP SIGN/PARKING City of Sanford AND PASSENGERFIGURE P Department of Planning & LOADING ZONES H"2 V, Development Services - . __ �. -� m-3 q�„"r' Date: Drawn By: s AUGUST 2U04 M. JONES R1-1 30"x 30" 24"x24" DETAIL — TRAFFIC SIGNS N,T,S DETAIL — ORNAMENTAL FENCE N,T,S %' l� on -r'-o' o Not less Than 2' full height curb volocent to drwonol ionr and within crosswalk limits O Crosswalk widfhs and Lvaiwrollon voryl gust conform to Traffic pis;gn 5larxbrds. Bock of Sidewalk Alignment Vorial, s — Jc. DIAGONAL RAMPS Note, A portion of one or both ronps may extend outside the return, _—Bock of Sidewalk Allgnmmt Variations 1 1 /2" ASPHALTIC CONCRETE �--- SURFACE COURSE, FDOT SECTION 340 TYPE SP 2 1 /2" ASPHALTIC CONCRETE WEARING COURSE, FDOT SECTION 340, TYPE SP 8" CRUSHED LIMEROCK BASE COURSE, FDOT SECTION 200 & 911, LBR=100 12" SUBGRADE STABILIZATION, FDOT SECTION 160, TYPE ®, LBR=40 DETAIL — HEAVY DUTY ASPHALT PAVEMENT SECTION (DRIVE) N,T,S (SEE GILES ENGINEERING ASSOCIATES, INC. GEOTECHNICAL REPORT, DATED 2/7/05 FOR DETAILS) Q. -� -. .r, 6�• �. �s/T/ /err p sue'' ~ 4 •v`G .� � fe• o���td•' When Crosswulk'Marklags Are Rewired. Ramp Runs Must Fall - iy '� `' � Within Crosswalk Limits �\c-` I "---�—�J� vi/l/•9C `• �`• 2 ~,- 0�1 ~-� `* Ty ` �`/ A5 ��`� 03 ��-'����`�� de�d\es ��Z- d•1 \ p2 /pllY Not Less Than z'Full // ,2f A5 `9-1/� °` �Q Height Curb Between Rumps 61 �� r- When Crosswalk Mark;ems Are ul Rewired, Ramp Runs Must Fall Within Crosswalk Limits '1' 0;/ , 41 J'Std., 3'-e7' When P.arp IS Lawled W1tAln Xy Of Any BulWlnp INTERMEDIATE RAMPS DIMENSIONAL FEATURES FOR RAMPS GENERAL NOTES 1. Pedeslrian pathways with running slopes sleeper tan 20,lare consldered mass. 5, Ramps runs shoe have a ivetile surface, Rmnp Iondi,,js odfolnirp vehicular woya 7. Ranps to be, paid for as fallUWS+ Ronp.running slopes shall not exceed 12d, Ranp cross slopes shall not exceed 0.02. shot!have a tactile surface 35" wide burdering the vehicular way, Tactile Romps,rccwshrwied sidewalks, walk around sidewalks and lundiw/s are to be ryrid for a+AtE V rLGNIDA GEr fl&Nr OF ni.rr,PonT•Tlce surfaces shall be ow,siruclad 4 lextvring /a a tooth nOt rxooeding j, by ass u+xler {he caNroct unit price, ror Concrete Sidewalk t-1. SY. sow R"`i. 2. Curbed facilities with sidewalks and {hose witout sidewalks ore to have curb of a tamp or roller fabrlculad with un ;mprinHrp aur(wa al ailher I' mewl 0,250 auf ramps conslruafeJ al aN street Intersections and a{ turnouts that have curbed wire cloth I pfaln weave, cYxrvmllorxul crinp 1, "6 eApwrded -to/ t slandord i or Drop ,:Tabs and recunslrpCled curbs Ve' to be Puld for Under lire "onlroa unit price fur f� returns. Partial curb returns shall extend to Ibe limll prescr;bad by Index No. 515 J Ib, expondod nMlol graling. Transition s/spas arc not to hove facia surfaces, the parent curb, l,a., Cox. Curb f Typr _ b LF, is Conn. Curb who Gutter f Type —1. IF, CURB CUT RAMPS to uccofl n"{e curb cut rotrps. Ramps constructed at louutons without sidewalks when a seperote Foy ;tam for the rexavaf and disposal of exlsllrp curb, curb and / r l cost of remwa I and disposal golfer and o ! / the funs. the spa curb and o t provided n shall have o lensing constructed of the top of oath ramp, s'ea Sheet J of J. 5, Where o curb col verge 11 canslrucled within existing curb, w pallor, and/or slJewolk is re, pr p J. The loco{;on and orientation of curb cut ramps slat! be a5 Hawn In the plans., sidewalk. Me existing curb or curb and wiler stall be renwtd to A,e nearest Joint of these f,,tures shall be Included In the cantrocl Unit price for new curb, curb V+d beyond the drop curb or to the eAtent that no remoln7w seellon of curb or curb and palter onxt/or sidewalk raspeetively. A°°r.� 1�d BY _ mp, Then the gull or !s lass than 5'! The exlJt sidewalk shall be removed to the nearest "�`� - ' 9. if a curb cut romp is localed where pedestrians must walk wrass the re, ow• n9 o-..., r, — `"• "^'•" walk shalt love Nansltian slopes to the nano, the aarlmvm slope of the trons!llans Joint beyond the transition slope or walk around or to the idol/ that nu rcnain/ngM� y �} shall be 12:1. Curb cut romps with returned wrbs nxy be used where pedestrions seetlon of sidewalk Is less txn 5'long. 1 Df,.S 304 would not normally walk wrOss the romp, see Sheet 2 of 3, Fxr.A. gwruv.a 91 . - � pywn.Vr,YpXWxyV Ira ii.- kJ 4F,L'!J fat DIMENSIONS & QUANTITIEScur Rise Span TA B C E F G X H S Single Double Trple OIAad. N Z:I Slope 4:1 Slope S1 O /01 i ---- ,. $ SLAB f CY J rd SODUlNG i SO. YDS. J 0 See Ganarol Note, No. J. fe IT Quad_ Sangle Double Triple Quad. See Sheet 5 Of 6 For 3" Slab OIAanNlles • Any Ol..� -- Sod { Beveled Or Round Corners I I _ T I r, 3% _l _ - I 1 \ I It I -—r' AN�( Conx;rela Slob, 3. Or ak, idl Sod Reinforced With WWF 6x6-W.4xW1,4 in 6x6-wI TOP VIEW -SINGLE PIPE s/o Cen� you/es see - J" or 5J° al o/ yo/as Jof& 2 C Deepen Around Outside Edge Of Pipe For .5 Slab- cur 2.y Concrete Connect Pipeor a I I i Saddled•-, 2'R•— I Pot Less Than R 1 #4 No Pipe Joint Permitled Unless APProved By The Engineer I £ Told Far As !pe Culvert F f PI a To Ba Included Under Unll Price For MRerad £nd Se SECTION Grate *Slopo+ 4,I Mllen To Ma/or Axis For Pipes £41AJBI And Smoiter. 2d For Pipes 29A45' And Urger. 2d Miler, To Mulor AA;S For Pipes 29'x45' And Smaller. Id For Pipes J4'A5J' And Larger. /'/1N, �x s � 5%de�o 7" 4000 PSI, REINFORCED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS, - SECTION 346 GREEN&ERG FARROW ARCHITECTURE ENGINEERING 4" AGGREGATE BASE COURSE P L A N N I N G I ITT II=I�I=I� —I I Ir 1�=III—III—I I Ir 1�—III— 12" SUBGRADE COMPACTED TO 1II-III=III=ITi= 'IIIT-I�III-ITi 98% OF THE MODIFIED PROCTOR III=II=I�I—II� III=III= -- =-1 I IM 11 --111-1111 MAXIMUM DRY DENSITY (ASTM D1557) 1 7 5 5 THE EXCHANGE ATLANTA, GEORGIA 30339 VOICE 770/303.1 033 FAX 7 7 0 / 3 0 3.2 3 3 3 COPYRIGHT NOTICE This drawingg is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the expressIII ritten permission fran the Architect DETAIL — CONCRETE PAVEMENT SECTION DRAWING ISSUE RECORD N,T,S DATE Dnon 03-M-0 7' Revievf Set (SEE GILES ENGINEERING ASSOCIATES, INC, GEOTECHNICAL REPORT, DATED 2/7/05 FOR DETAILS) 03-31-05 95X Re*w Set To Hatz 04-09-15 Permit Set W12-05 BUNN Pam M — — -- Beveled Or I.?"xf Corners � I �- - ----- ------- ----__ -_ --�- -----_ I / 1 / I , \ 1 I r >< I l I I I , I I I I f i U � I ------- -=k=----— ` ' --=---= = I I I � Concrete Slob. J' Or 5 Thick, I Reinforced With WWF 6 WL4AWi.4 — h �5� L� TOP VIEW -MULTIPLE PIPE NOTE, See Sheet 6 For Delalls And Notes. STATE Of FLORIDA DEPARIMNT aF TRANSPORTATION ROAD OLSIGN CROSS DRAIN MITERED END SECTION SINGLE AND MULTIPLE ELLIPTICAL CONCRETE PIPE .o... Ia.,w Apprvv aysvw r, LW we �. n Iao t#rev ,. nwWw Ere.••. UT.wN. h .A4/J8W 06/" A•,bbn Nw we,, W. /M^r„%,qr/� _,. . --- Fl1.R.k ApUrovad, ArfA4" 924...- 4 Of 6 L/ L STANDAF SIGN WIT SYMBOL. 3/8" CA WASHERS 18GA. SI STATING 6"DIAM. STEEL P PAINT P PAVING 1'-6" DI T NOTE: SIZE SIGN DESIGNATED BY ASTERISK (*) SHALL BE DETERMINED BY LOCAL BUILDING AUTHORITY DETAIL — HANDICAP SIGN (D9-6) N,T.S REGULATORY MEDIAN - DOT STANDARD (REFLECTIVE) I NOTES: 1. ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION AS STATED IN THE M.U.T.C.D. 2. ALL POSTS SHALL DE EMDBEDDED 4'-0" MINIMUM. 3. POSTS MAYBE STEEL, ALUMINUM OR 2 PIECE U-POSTS IN CONFORMANCE WITH ASTM A123. 9" DIA. X3'-O" DEEP CONCRETE PIER FOUNDATION DETAIL — TRAFFIC SIGN MOUNTING N,T,S REVISION RECORD NO. DATE DEMWTION PROFESSIONAL SEAL PRINCIPAL IN CHARGE ESSIE GHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ CAR RENTAL (QTA) {FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHIFET TITLE CONSTRUCTION DETAILS SHEET NJJMBFR C-7.0 s _ r--4'-4-4' �_- -- - 3000 PST_ C❑NC, City of Sanford Utility Department _ -� r Z '' w 66. fib w „b ' .•,. , ..` : 4.. .•. R 5' Pretreatment Section �e 2' a' Zf 21 �'_,. 2 r - — 4 " _ o i' J'-0" 24• o i h_.-f Of Pipes YP Type C 2'-6" '' '' •-es :A..• ,? p Type C 3'-1" CU T -r .••'' r•. :y•. •. `r ' i.� w in P h "� , IL� Dia. + 1'-6" I Type 0 4'-1" v Type D 3'-I" ...+ . • d • °> ° : 2� R INTERCEPTOI�DESIGN B" -" 9 I 6" GREENBERG FARROW „{io a `l (n B' ;Q 8 •b ch 1 1 K, I� �II 1 TYPe E 4'-6° 4 Type E 3'-0"all 5' ..•' '�.". ° '' :•`,• �F DETAIL F L_ A± �'•' °A. ARCHITECTURE OIL & GREASE INTERGEPTOR D_TAI_ (DESIGN IS NOT TO SCALE) � � a r � 3 e a � . m U _ ..>' 6' %.: PLAN - -� '4.:'... ; ENGIN)ERING PLAN VIEW NOTES u PLAN # J PLAN P L A N N I N G 'S'vi 1 _}p.� J'-4• 5 n �i c $ PLAN'. : T • 6' ■ ■ 7 fI Y b s L O 3i Fi.-D. .•, r' / 1-- 6 r a" ° ELEVATION VIEW 1755 THE EXCHANGE bN� 1 z1' s 7" f 2¢ v ATLANTA, GEORGIA 30339 Pipes =minimum of 4" diameter a -^� 5 5,_5. 5i' r _ Crate o ill o o a ,�'-d° �. B0/1 -'_Y�_ n 5�" �___�_q � 5�• . r w Grate _ " i 8" 6'-U" 3" sir Bar 31.6" 8" r See Index ZGI r Graft _ I -I _ Unless Otherwise w VOICE 7 7 0/ 3 0 3.1 0 3 3 '- Ey n Unless n Pia s — � r � J Eye Salt � See ln�.r 20I � — Shown On Plans '- �-_._ I �v Z" Cf• j Sea rndex ZOI i Grate —F ",� � Shown On Pions FAX 7 7 0 / 3 0 3 . 2 3 3 3 2' Cl. Eye Bulfs - r' S' 3r 12' Msls;�tSR1tys� re m.&n'r v I �� �C rraa #`� -•.a -. °4 Bars o U e4 Bars Sea !Max TO! L r 1' � Lk a 3[;"a'.l: T 1 'het i [J'yi$F` rr<gt,a;l: iF.� r1a Lei - t2 Ctrs. iv ® 12' Ctrs. gv -II 2' Cf. i r `' C()PYRIC;HT VC)TICE N1 h._ 4 Bars NOTE, All. B Slruclure Bottom Only. See Index No. 20O PLAN VIEW This drawing Is the property of the above "•...»,. •rar➢.0.'T ) 1 4 b. 1:2 S ass #tea s`$ $ x1'kl ' ECTION .. �' �- —'�• •4 8grs — _ 8 12° Ctrs. �# bE 7 is .Yak i,@�'Y. k. G:. 3a£ (� sz3as;, a va Awes era os Iu zsa {��—'_ referenced Architect on Is not to be used tL+?m/;�, "T b`>;tt;¢>i�av"rcm a y; x�iaa>z€ 912 ChS. .—._ ..-...__—_ axroI I� v""t 3Y $ail:,;# YPE C STRUCTURE BOTTOM FOR INLETS TYP_F C, D & E 1 A pp y a , # SECT( SECTION he reproduced In any manner without the i% ! 1 �f ' Reconme ed Maxi m Plpe size, ECTION or any purpose other an a specific roject and site named herein, and cannot al; a y I , a E `` a s /' T• C r1 )rPF H express written permission from the Architect a s{ 8 i; i -..t .z: 5 z s s arx 2'- Wall •I Pfpe TYPE L TYPE E ,IILE'( ht l aia6 u & ?i y yF 1 ]r;tljtET-Y J' Wau- "Pie R DETAIL — CONCRETE FLUME 14 t 33 z : , , t� , `4_ P mood Nox Pfpe Slza, ReCanmendad Maximum Pipe Size, Rav;orrnrarM d yaxfnvrt Plea Siae, ' a t ( dl'.;� loos: g^,'� `�� k �, Tr�3xvs`c-a.l a '-I'Wal 24"Pips J'•O" 01l-24" /pe, GENERAL NOTES DRAWING ISSUE RECORD J'•O" Wall-24" Pipe NrTrS 4 7 f x r i r u € : a y x f a i'' s.{ '* a A rt ,i ; �-/' We 24' Pipe 7'•8" a!f -i Pipe _-_.- P 4'-b' Wall-42' Pipe 2- Pipe 1, These Inlets are suitable for bicycle vat pedestrian areas ord we to be used in ditches, DATE DEMO WTION #t i i 1-'a"ir s��' j x 4 medlons (Aid other oreds wbJect to infrequent traffic too hill but are nol to be plocad � ReYler 1 3,a €� 752 _ $ e a u x ' a e s c •�'T "LY' S n y r INLETS to areas Subject t o any heavy wheel loads. t # j 03 -31-05 95X ReNew Set To Hwlz A t w ¢ €z cxa: ��„ T 2. lnlals cab ecf to minimal detrls Blau;d be canslfucled without slots. Where debris is a problem fnlets StMid bit axnstfueted with slots. Slotted Inlets laraled within roadway Set a— "n5 Permit Set ��."'" � e �T i7,.-u s•s'ss as p: T ,. �x r"- '. ,X,- clear zones and In areas axessfble to pedestrians shall hove traversahfe slots, fhe 04--t2—W Bu16nq PefmR .Set x.s 1'- I'-5- 2{" Irwersabla slot modiflwffon Is not odaplubla to Intel Type if. Stoll may he cansfr(xled _2•_qV l "Z aI either w both ands as Shawn ar plans. CASs N GRATE NOT 6 21, 3. Steel grates we to be used on ail inlets where bicycle (raffia• is untkipaled. steal grules I I PERMITTE W INLEr TYPE 0 - �F^- l > N I af® to be also on all Inlets with traversable slots. Either rnsf iron or Sisal grates "nry be r N Z" 2 �I 4'- 1' �.. _!._. 1111ffff11111 - �-- used on Inlets wifti l slots where O&W10 traffic IS not anffciputed. Either wst Iron or • -� - Tf try( lII(I steel grates aW be usrl on oil /filets with nap-ftdvetSable slots. Sot.JW to the selecflo , Of G to f • (JUI� dascrl0•�J above. when Alta is G rate is p y grata, s Y I �,�1 g specified Jn the Ions, either lt,e steel ~-T v ? NI `� !fit dipped galvanized offer fatriwflon, or file Call (tan grate nro be used, unless Ilia i r T ThSZLifi t !icefrXli -- ('(i`116i'1R t r �ti ftnrFnt/ _L ' -( Ly P W e Po outer ype, / / / �w _+ ".•- _.» - ••• .» wry �- _ I�r a plans Mta IA f! f /,� / 4, Heconxrnarded =Aleum pipe Slzas shown are for concrete pipe. Pipe sizes larger than "rP..,. 1_a» s» car+, m» _. 2'-4 'ter a kad for /11 / .. >>�� i ,M _. m.. a'" �- I k �w I �°�I those rows mended mat be chec 7t x ra>,�s s?:s'„n;W x•Y=x«;:, •*: 3,.#, o. .....R i' ;'. / § `"1 I�I ,L• I� 5. All exposed corners and edges of cof>crela are to Ile chamfered t / HALF 5 CTION C T IRON GRATES r ,,-.,, , x. •,�. 6. Pavement to M used An lnlals without slots and Inlets with non-traverso6la slots only / A i t$41usta TY E C TYPE E PE H when rolled for In the pMrice tut Inlets. uo all es shown slot inlets. Cost to Ire t#tiJ�1 T. eYi'iE Approx. W ighf 235 L65. Approx. Wefght 465 Lfu. Approx Waighf 7Z5 Ltts Included In contract unit prke for Inlets. OuOnflfles shown are for !n/ormaNvn only, -: t(''(X.`-T� :.,•k,• _. �'a,,...... y ?t":..:�,,K;ti., "r�.-W.: '' -. '.,.^»•'s,.- wc„n:. 3" s. s '"'" a ,'. '° T Mi paid far as ln/a/s CAS IRON GRATES r 7. TravarsoWe slots wnslrueled In existing inlets Shull be partial,,, ,` :! and shall !nclWa the cosh for s/of openlrps, paving Ord any repaired replacement grates. ;�`•,.:-v. • ,! REVISION RECORD ".,,..* b�Yzz� �ttttrt� k(I ;..• y sx ,+-::a.;ia �,, ;a ? a €s':• :a 4 I, (: ,e�3trz a t,;; s K.:-" Y-4' 6'-5 xsf,q,�7`t t, e,. -„•'b �F;; z r..x .:.d #:,: 8. Sodding M be used a, all !mists final located /n paved areas and paid for under contract I'i0+ DATE TI9t�) I ;F T Jf 5pvcas a 2-' unit prlca ter Sowing, SY. ass ,� F� g` ¢,...,+ s v i r Yrxy2.; ., �y T 3 ES k9C rd�N(It� at da ( a Yxx h`s'rr F§'"s Xi'1 $:�-. !' q.A� x xY s,A' yi.§ k,x ai l• 2'-3'-41' JZ Bars 0 9 F it f t( §�' 4 l i n tffaCi' s s 3 :a m °• Bond or supplementary details See Index NO. M. al irai s sxx 4$T k ry, .., a, t+'zx frt$ ,fs"pyia sp ,Wi r k 31i- ' $ s y; cr �C n a c m,F 1a hFl ut,»a aA:arc Ti `+ .•W aq, 'x s �+a a xjiiv n4 >• M r.;yt na e�'�a»'N O p ' S r`Fr tiyh AtT'k'§4R�y2"r >ik f q:l n" fi'y 3�i fib, 4 .a¢ 1 'R ry _ , uu e s :q cap a o t€ rs.v ,•r(, ss 1% g,, t tea xl a€#'£ i B r a: 1; 5 6t f / 3 Y A, /4 i ! 3 `ti a 1 "k 3 @ e' A p f $ A I<+� ` ti d 7' %. 9§,€�; sts1 r< vrR"ra - t T b bb ttVV C F s Y. eau Fps ff/ - IA$....I g4t`.9 Id, 1. G z,k�.. § rKnr 1 ' N • m N N ry STATE OF F!On10A OEPART,{NT OF iH,WSP�tiAT10r1 is t� ; x k x kt?� � s �4 J` »••5C - r i 3 - flOAd aE51GN "sq€ r fi ^hA ry tiF §t .F Wr£i a ; "..<-i $ S ., > .>sa :*4 x s; xk. xt:. i t: F 7 t d ,`i§r^i n::l 5C i a'� E d T PE D Bond •J u ,; a, ea,.,, - r„• 3r, "<.As. „._ 1, x. ,_, r,. .,.as.a+: <„I TYPE C Y TYPE E TYPE H DITCH BOTTOM INLETS Straight Pars s 1 TYPES D E & H Straight Bars 2"x if gh " Straight Born 2"x RelitulJne BOrs / x i?efkUlJnc Bars I j x Rellculine Bars IJ x;r 0 s �. 9 �' SlralphlBars 2'x frF37 as Bads 1 x RellcuIJne Bart / j'x' Bands !E'x#' f` iA Borrds lE'x;• Bands !k'x f • �. Po .. Approx. Weight lGO Lbs. Approx. Wa/ght lSO tbs. Approx. Weight 215 tbs, Approx. Weight 3/5 Lbs, ar Approved By t NOTICE: Steel Grates Ara Required On Inlets With Traversable Slots And On Inlets where Bicycle Truffle is Anticipated. tr or -' t`1 s� ,r. �/-6 n S TEEL GRATES , M H fGH1 ,,.w- r4. u,°.; — ,�.. D ETA I L — OIL 8c GREASE INTERCEPTOR F.H-N.A. Approval, ream/,a 92 J of 4 232 N.T,S P DETAIL — TYPICAL CHAIN LINK FENCE DETAIL N,T,S PRIQFESSIi,)NAL SEAL p I,---( W6 x i6 Or W8 x f7 Post I /]' 4 W8 x l8 Or Wit l7 Post I7 �{ 3' Min. 1� --. - w --_-- �I 25 h' ± For End _ -_ �G-'=-�� -�� NOTES: (SPECIAL STEEL POST)2, •6" � � _ Anclx7roge Type !Y ^I Contour To Fit J�'S1oHed Hole T� .._._• � �" Dia, x l0" Cafvanlzed - I. Either anchor bogs, concrete wedge anchors or approved concrete adhesive Only. Field Head With � Neutral Axis I 12�' 2 �-- Over beam I6 Y-J" R Standard WQx l8 Or u, Anchor Bolts (4 Req'd), Hex (Chemicrlll anchors may be used. MeloNzlrrg Permitted ff I \ I'--- "-'� S I`J" R When Used W8 x 17 Pos! i ' - `� Nuts (B Req'd ) & Standard �. p - - _ --- Dlracflv,r Of Traffic I �' ----W� _� �* I For End Anchorage I - r Washers (a Req'd J �_ I i x 14" x !/" Base Plate Anchor bolts, wedge anchors and adhesive anchors Shall have a minimum tensile �- �' m m (rJ Type lY J ' strength of 60.000 psi and galvanized in accordance with ASTM A153 f stainless ` i top /" Dia. Holes i £ Slotted Hole AdJuslirrg Nuts sleelcomponents may be substituted but components plated in accordance with -4 4 2 ° f' ASTM 8-633 ore not acceptable 1. Adhesive anchor rods shall be equal In I I Trailln Bevm, Termhw/ � I 8 7 Approach Stab 2" Din. Recess c P y Hale Unh " g Bose Plole "'A r diameter la that detailed far onClar bolts. Wedge anchors ore to be 1' ! F !�" Slot f Typ. 1 Contour To Fit d9 I I I I I x 2' Slol I I Sec/Tun Or End Stae -- War Beam l]'Arrchor Hole i _-_ "'Approach Slab installed !n accordance with the manufacturers recommendations, assuming When Used For Erx1 2" 4" � 4"' �- PRINCIPAL IN CHARGE . g , 9�'I 9#'; 3" ��' • 4i' ! 2" . I I (B Rewired) 3000 psi compressive strength for Concrete. Wedge anchors shall also meet Anchorage Type Lv-._ - 1 I --T - 4 --I -� I - -�- i o I p FRONT VIEW TOP VIEW the following requirements, (a) tensile load each anclarr approach slabs I "_ - I - SIDE VIEW 14,000 lbs. r other structures 8000 Ibs, l b l shear load each anchor: approach ESSIE GHADRDAN n,, I I I ]' x 2 °5101 0 I w �� �, j' FOR MOUNTING GUARDRAIL ON EXISTING APPROACH SLABS slabs 15,000( lbs.; other structures 76W tbs, ; , I `--,__ I o C_ I I .� T Poste Blf I `---.---- — SITE DEVELOPMENT COORDINATOR 2. Posts are to be plumbed by adjusting nuts or mortar seating. Posts installed -Approach TNT - I --- 'tom — - • t� I Approach Deam, •N - — - t using anchor bolfs and odhes(ve anchors are to be set with adjusting nuts as OT T I I 2 �'` v-^ ' a, m i End Section Or I (- detailed, unless the Engineer approves the use of /wrier seating in lieu of - �- I End Shoe ° PROJECT MANAGER R adjusting nuts. Posts Installed using wedge anchors are to be set with 1" 0 Hole t Typ,) ---. I'x 4"slot I NORA POWERS x J" .Slot l T J m m l m m mortar seating. Base plates shall be grouted with neat finlsh. l 4 Required 1 (8 Rewired) 1 YP• x f Slot (T 1" x l�' Slat (Typ^ h I I I 6 W6 x 9( Sid. 1 Or W6 x B.5 Post lu -�-� �" 6' YP. QUALITY CONTROL (4 Retpolred) (4 Required) I ARRY DIEHL J. Anchor bolts shotl be set in approved epoxy mortar. Adhesive arxtrors shall be Note, �' Sleet was:^Nr rewired with spitN es bolts - set In accordance withodti the manufacturers recommended adhesive as approved FLARED END SECTION RAIL SPLICE HOUNDED END SECTION by the Qualified Product List, or as approved by the Engineer. SPECIAL END SHOE 12" _-- PROJECT NAME I' Slotted Hole I I Note, I - s q'x !s ,lot t Typ. 1 -- 9. Anchor Isles and recesses stroll be dr11/edr wedge antis, !roles are to be l" 9J x �"Deep Recess f 4 fte zz See Notes Nos, I lhru 5 Above. drilled In accordance with the manufacturers specifications. Encountered __ 1{s° One Or Both Sides quired ) e' Diu. Holes I'D(a. x !O" Galvanized ,' reinforcing steel shall be drilled through. Holes shall be thoroughly cleaned " L Or : Anchor Bolts 14 Req'd 1, I ' ! when sett, bolls and anchors and drywhen settfn wedge anchors. 14' BUr FER END SECTION flex Nuts (8 Rend) & i � g g �,I I Standard Washers x !2" Bose Plate -" (4. Req'rl J 5. Steel post and base units shall be golvorrized in accordance with ASTM A123_ I r■,� ���,�r p Any damaged galvanized areas ore to be metolized In accordance with N— ' F - 3" ry !L x " . LAtn.9 Nuts Section 562 Of the Standard Specifications. - A `�Myi �i2 I II III[I�(I( ""°-- pprox. Hosef� } //y/ Mefu/Thic'knessCVhP(lfll�r�®N j_j' Approx. apse I, HUIe-� Note, Speclficvl;ans isms as far hex nuts. ~ �'-'1 °� ('-' Metal Thickness ■.rac]']t]es Existing Slruclure —_ -- p ' x 2"slam-- RECESS NUT I _ :•_� + Construction PROJECT74N SIDE V/EW - L Thread Length - Application �, \ � - Note, Back up plate Is placed behind tall elements 1 FOR CONSTRUCTION OF GUARDRAIL WHERE CULVERT, PiER FOOTING OR OTHER STRUCTURE PRECLUDES NORMAL POST INSTALLATION Neutral Axis at intermediate (ran Splice) 1 / Full Length Roil Splice Boll / 1 p post when steel �� g _ _ ' 1 offset block used. 2' l�' Min. Rail To Steel Offset Block- Bolt - "x i" 51oh SPECIAL STEEL GUARDRAIL PIOSTS BEAM BACK-UP PLATE g�' l�"Mtn Post Bait -'!�1e FacedGuvrdraii ■W) 7■� ,Nl��ipr Tr er Block G Steel Post Noler The round washer is not Intended for use under the recess Note: Beum washers are re uired on the first ■■E�S Z 0 A 701. l8" 2f Min. Post Bolt q post and buffer I�� I 117 T 1C[ Posts GCrtrdroh! nut for the beam to beam roil splice nor intended for use end section of End Anchorages Type lY and al file lost - bout5yalmrichl ro o 25" 2" Mtn. Post Boa - connecting posts of End Anc1loroge5 Typr ff. Washers are to be � VIA Q S A About f - � R , T der Polls Guardrarl offset locksCeThe washer is rewired undertherecess nut used 'what& necessary to accomplish alignment or where A R / Specful bolts having lengths of 10" or greater shall have a for connecting the roil to the speciol end shoe; under the the pull bolt head shows tendency to dd I(•�- -_�- y pall through the tall thread length of not less than 2 nut roil to the and slut. Washers Jnstulled oft guardrail. between end FACILITY offsle lock orconnectlnngtherroil to steel1, stt$ w�hl tirnber anchorages, prior to Jul 1. 1990 ma retrain in lace I' / 8•� I Noler Sprcif;wtians some os for hex fulls. g until the uurdrull is relocated or u til re p offal blacks; under the hex boll head for securing the beam 9 pairs requite _ removal and relnslollment of u lost bolt. -- - conneetivns by J' hex bolls owl nuts. For supplemental (RECTANGULAR PLATE WASHER) , 7•,#' / BUTTON HEAD BOLT Jnformofion see Beam Anchor Plate, Steel offset Block, L L Anchor Plate orrChOr plait to Ina rash and, for general ^ 6 Holes And Back -'" - ---"R "� �,.o ` r. �• Neulrol Axis_ r Type lY End Anchorage, Special Steel Guardrail Post and I I Flanges f Total i2 No/es 1 ] Via. Hole u" Hex bolls shall Cantgrrn to the requirenrenls of ASTM A307 and hex nuts to the BEAM WASHER lJ'�Q CA ]� A1/���� �0.25, R g f L requlrements of ASTM A563, Grade A or better, Heavy hex nuts my be used ,n Special End Shoe details. _ Ir SANFORD, FLORIDA Al! Holes 1�f" Diameter i ( Centered s Jq' ) ' , ,, Y y �r I � _ � � -,o N lieu of hex nuts and hex null used for jam nuts. 5 I�� T F— -- _ STEEL WASHER I I I I Noter 2 f �'R � I I I W6 x 9 and W6 x 6.5 steel _ — -- `� HEX BOLTS AND NUTS ' j I posts ,ray , Note: I 6 Holes Front And Back be either rolled or welded structural o r �"� 1"g Hole (Typ, 1 (8 HP, I I All Timber Posts Shall Be Dressed / _ 16 / J Flanges (Told! 12 Holes 1 shapes conforming la or exceeds the in �' Y � N by � ; M _ Ar;red ) W scar» I I n9 On Al! Four Sides (5951 2- ' I I Ta I I All °Diameter design properties of 8 x 9, AiSC, l �r ti , r r (I •�� #n ilex Nut ?.l 4" 4" /4" 2" ]" Old. Hales-_ ee seveeighnth edition, or es a tive . W Sheet Thickness 3 o r• N e(e Anchor Plater j j I Note: seventh edition respectively, Welding �F y Hex (Join) Nut I j I 6"-C steel post are to sholl be in accordance with the n m-' I 1-rYy-� face the some direction requirements of ASTM A769. Posts ' __ Tolerance - rancr rl -A, face in any continuous run of � shall be Cut to length and 1h& ends STATE OF FLORIDA pE PARiM�NT OF TRANSPORTATION _'j 7v �" l" 0 ArrClat Rod D/__ R- H " Hex STATE OF F! pH1UA UE PAR TnENT UK IIIANSPUH TA tIUN ROAD DESIGN Cable Assembly - - - - ----- --- - -- •---- ll�-~ Heal Bolt And ImaD nE;rcN I guardrail. Posts to be seal welded between web arrd Hong& Sheaf Thickness � L[�ICIL4— I I I I I I I, / -'�--=`� - - Sleet Washer galvanized in accordance before galvanizing. Posts 10 be A 3 " J" ---- -- ---- `-- jL (8 Required) / Washer (2" OD, ICID, A'Thick1 }°Dia. Holes - with ASTM A123_ galvanized in eccoroorrce with GUARDRAIL Use of thrle beam is subject In the approval 3I" -I- k'Tolervnue ° m _w ° \`�dr GUARpRAI L PROJECT NBMDER ' ASTM A123. of the Stale Roadway Design Engineer. J ]"Hex Nut 2005T NUMBER ;�•x 2�' x 3"' S1ee! End Plate SIDE VIEW FRONT ViEW "Sloped Steel Plafe� Jr SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW THRIE BEAM BACK VIEW / � % . _.__ °_'•• Apprav d ey 84.5 p •.». oar.. W BEAM r SECTIONS q .r tx.G{ie r B"'C STEEL POST W6 X 9 Or WF, X B.5a7EEL POST Approve By " /' - __CJ_-__. -ter --- SHEET TITLE TIMBER POST - 6.«w»a ev aw„ ., fiso o/w .__ BEAM ANCHOR PLATE P'a"n ar JAI as/a! Srar♦ p°aa°ay psrlQn (.y/, STANDARD TIMBER AND STEEL GUARDRAIL POST ,�"e, W/Jaw- off/& F.H.N.A_ Appr Uv •d, q/DaJd pp�•.,r"� .d..�.. 400 F.N.M.A.Appro.a�r A /d 94 14 of i5 400 • • $b 1` UI 1� ' /usr2/P-o//aWai9irrr:akT.r+non CONSTRUCTION /usr2/pa//skis/3./(AJxxel7dy" wry, tk ,rc•.Lw,rT ,s,; DETAILS SRE•E•T NUMBER C-8,0 SQUARE CUT EDGE OF EXISTING PAVMENT (TYP.) FINISHED GRADE —� UNDISTURBED EARTH (SEE NOTE 3) TRENCH WIDTH VARIES W/ SIZE OF PIPE L 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT jI'•.; ... l% 6" (TYP) SEE NOTE 9 N Y U =1 0 2 i X uZj V1 4C M J � N SELECT z a u COMMON o 0 FILL m z u u a_ v E NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY, 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMErER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH S'rATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN —CUT DETAIL CITY OF SANFORD 1999 FIG. 101 PRECAST MANHOLE WALL : ! A INLET CONNECTION AS REQUIRED STANDARD DROP DETAIL TEE �— INFLUENT SEWER (SEE NOTE 3) -CONCRETE ENCASEMENT OF VERTICAL PIPE - DROP PIPE (SEE NOTE 1) 90' BEND PRECAST MANHOLE •' WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE ' WALL ! ' STAINLESS STEEL + PVC OR D BAND DIP STAINLESS STEEL PIPE CLAMP ' + RESILIENT + CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH G HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES V-6" MIN. V) 3'-0" MAX. 5" 2'-0" j INSIDE WA OUTSIDE WALL BITUMINOUS EPDXY COATINGS a o a PRE -PRIMED JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) 4'-0" 5" MIN. Ld PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER WITH o PROTECTIVE m w WRAPPER NCHING PER SPECIFICATIONS 12"i1„ D C' Ex (WRAPPER TO BE REMOVED) REINFORCEMENT AND JOINT 6„ MIN. COMPLETED JOINT WITH SOUEEZE-OUT DETAIL TO BE DESIGNED BY SQUEEZE -OUT THE ENGINEER AND + I 8" MIN. APPROVED BY THE CITY. ] I9 I� SECTION JOINT - }--- ----I 1--- DET BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RELEASE,"OR "STORM WATER" "CITY OF SANFORD" AS APPLICABLE FOR CITY MAINTAINED FACILITIES ONLY ALL COVERS USF "AS" OR EQUAL. PLAN ELEVATION 2 NON —PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. ,.,_,VHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. STANDARD MANHOLE FRAME AND COVER FIG. 201 CITY OF SANFORD 1999 FIG. 202 r"norG uAnd UAN"N r I INFR THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 1 7-12 13-20 21-25 26-35 46-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 I FIG. 200E . Hrl rnnlnl l r o1 I IrCI I Icu -iT rH FINISHED GRADE 2IVEWAYS) MINIMUM SLOPE ONE - FOOT PER ONE - HUNDRED FEET N❑TEI CLEAN❑UTS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE PIPING (DIP FOR SANITARY SEWER) CLEAN -OUT DETAIL N,T,S I2 BEGIN 6' BLACK ALUMINUM DECORATIVE - FENCE @ SIDE LOT 30' ........:.._. . ..'' .. . . ......... ............. ........_ ___. ...'.'.'.'.'.'.'''"'' ......'.'.'.'.'.'.'.'.'.'.'.' '' .. . . .'.'. . . . . Z�wf5Sv [] LL r , ° ......... ...... — . . . . . . .(� to Li a . . . . . . . . Eq PHIASW .................IhI REMOVE ISTINGA III IT I m� CHAINLINK FENCE •••••••••... ........ I .........."."... m� ...•.•,•"• •"" . " '.'.'.'.'.'....... .•... •.... ....... I ...... ° 1 ?anFe ALUMINUM 1— DECORATIVE IIZ FENCE w Q 0— J Q T C PROPOSED 5' z CONCRETE FLUME (TYP.) x c' . .. ... ... ....... R50''I .. MOVE T EZI= ,iEAVY DUTY ASPHALT.'..' T OF'.'.'.'..' '..' ° PAVEMENT '- RELOCATE EXISTING 7:5' ...'. - -- I 50' .........I. .I a� 1. I I I I 1 ° ° .. 1 I ... . .. . „T I r ............. I I - u ..�'�� I I _ ....... .........O . .. .'.'.'.'.". . '. II . .... .... . ...........--- L� .... ... t . E . . . . . .......... :. �. t(7 �f EV j( •C7 ;. ........ ....... -S,89' 59 ° 5 "W END 6' BLACK SLIDING ALUMINUM DECORATIVE FENCE GATE f'+ 68.02' UME -" =57.37 FENCE 0 SIDE .LOT- �--------- M 30...._ _....._.... I i I �� 0 �_..__...........- -.. ............. -__........ .....� PHASE 2 DEMOLITION DETAIL SCALE: 1 "-30' MATCH ' EXISTING x EDGE OF PAVEMENT EXISTING x FENCE X x MOTORIZED x TIGERTEETH EXISTING SANFORD/ORLANDO AIRPORT SIGN PROPOSED CURB TO THIS POINT. TRANSITION INTO EXISTING EDGE OF PAVEMENT. GREENBFRG FARROW ARCHITECTURE ENGINEERING PLANNING IN ■ r 175S THE EXCHANGE ATLANTA, GEORGIA 30339 VOICE 770/303.1033 FAX 7 7 0 / 3 0 3 . 2 3 3 3 COPYKIGHT NOTICE This drawin Io the property of the above referenced Architect and to not to he used for any purpose other than the specific pro*t and alto named herein, and cannot be reproduced In any manner without the Wrem written permission from the Architect DRAWING ISSUE RECORD DATE D110N 03-28-05 75% Review Set 03-31-05 85% Revise Set To Hertz 0I Permit Set 04-12-05 Bulling Permit Set REVISION RECORD NO. DATE DESCRIP110N PROFESSIONAL SEA! PRINCIPAL IN CHARGE ESSIE GHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ CAS RENTAL (QTA) EAClllTll 3050 CARRIER AVENUE SANFORD, FLORIDA C-9*0 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH- (TYP.) AREA FOR PLUG -I V 7 1 CROSS W PLUG CROSS W/ TWO PLUGS AREA F TEE 7 T TEE AREA FOR 45' BEND a TEE W PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID \ UNION TO BE FLUSH WITH \\ FINISHED GRADE. SHUT OFF VALVE CURB 4" TO 6" METER CURB STOP SERVICE LINE CORP. STOP DOUBLE STRAP SADDLE WATER MAIN WOOD BLOCKING (TYP.) AREA FOR PLUG AREA FOR TEE AREA FOR PLUG OFFSET (AS REQ'D) EDGE OF CROSSCUT BENDS WOOD FORM BELL SHALL BOARDS BEHIND NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) SOIL (TYP.) CONCRETE THRUST r BLOCK (TYP.) 0/2 + TRENCH WIDTH e. cV Q THRUST 18„ THRUSTBLOCK FITTING--""" ITTING MIN. AREA (SQ. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEDULE FOR THRUST BLACK AREAS PIPE >� (HOVE);) go BDO (SC F) 48 ! (� a-1/! (SC Fh 11-1 4 (A FQ �EE & (M Fr) DEMN � 4 e 9 10 12 �� �ONNO� , Maw • TO HE Ca PLE'IED BY DQE.F.R. U• " EDGE OF TRENCH (TYP.) - SEE TABLE OF DIMENSIONS BELOW BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) -� THREADED NIPPLE (TYP.) FROM MAIN SLOPE . x i4 d FINAL GRADE 2 INCH AND BELOW ASSEMBLY DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY DIELECTRIC UNION (2 REQUIRED) 90' HEND (2 REQUIRED) SLOPE TO SERVICE NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CL OSED.(FIGURE 500B) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5000) THRUST BLOCK DETAILS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY 1999 FIG. 103A CITY OF SANFORD 1999 FIG. 103B CITY OF SANFORD 1999 FIG. 500A DOUBLE CHECK OR REDUCED PRESSURE DEVICE HYDRANT OPERATING NUT CORPORATION MARK WITH WOOD PAINTED [DENT]- CORPORATION RA"IN.) Y-BRANCII STOP (1" MIN.) CAL COLOR314' STOP FITTING WITH LOT NUM-BERSHOSE NOZZLE AS RFQ'D. STOP z CURB STOP (SEE NOTE 3)z UNION 24" SQUARE AND 6" THICK REIN- PUMPER NOZZLE oA FORCED COIx NCRETEFACING STREET SHEAR PAD. (SEE 5' MAXNOTE cc 2) VALVE PAD PROPERTY_ 2 - #4 AT 9" Q (SEE FIGURE 107) TUBING LINE TUBIN1Z" TO 30" ALL (1' MIN.) (1" MPROPERTYO.C. ABOVE AROUNDGRADE a sLINE FINISHED • '! SINGLE METER BOX AND WATER METER UP TO 2" WATER METERS UP TO 2" GRAD s :!.' ;i: a �..••{'•p ;•�; (BY CITY OF SANFORD) (BY CITY OF SANFORD) COMPACTED BACKFILL M J HYDRANT SINGLE SERVICE DOUBLE SERVICE u ANCHORING TEE SEE NOTE 3 CONTINUOUS COLOR i CODED 14 GAUGE 12" MIN. CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN SPLICE SERVICE WIRE 0 MAIN WIRE WITH WATERPROOF CONNECTOR) -- NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 6" BEDDING ROCK 6" PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1 1999 FIG. 402 30' - 45' YOKE BAR METER AWWA TYPE CURB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BIJRIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL 2'-6" DIA, WORD "WATER" PROVIDE CON, COLLAR WHEN NOT IN PAVE IN VALVE BOX P.V.C. MAIN _r M1 1411 L__"1\UI-1\ TYPICAL VALVE INSTALLATION N,T,S TABLE OF DIMENSIONS FOR CONCRETE BLOCKING TEES, CROSSES & PLUGS 90 DEG. BENDS 45 DEG. BENDS 22 1 /2 DEG. BENDS 1 1 1 /4 DEG. BENDS H 1 I H 2 V D CU. FT. H 1 H 2 V D CU. FT. H 1 H 2 V D CU. FT. H 1 H 2 V D cU. FT. Hi H 2 V D cu. FT. 18" 1011 12" 18" 1 .90 18" 10" 12" 18" 1.90 18" 6" 12" 18" 1.50 18" 6" 12" 1 el .50 18" 6" 12" " 18 .50 2"8 2 1/4 24" 12" 12" 18" 2.25 24" 12" 12" 18" 2.25187 8" 12" 18" .60 18" 8" 12" 18" 1 .60 18" 8" 12" 18" .60 3"8 A 24" 1 6" 1811 1811 3.50 3011 1 6" 18" 18" 4.05 24" 10" 1 6" 18" 3.20 24" 10" 1 6" 18" 3.20 24" 10" 1 6" 18" .20 6 ' 3611 1811 18$1 18" 5.05 39" 18" 24" 18" 7.30 30" 11 " 18" 18" 3.95 24" " 18" 18" 3.45 24" 11 " 1 6" 18" 3.40 8" 4811 24" 18" 24" 7.15 54" 32" 24" 18" 10.25 2411 18" 21 " 18" 4.60 24" 18" 21 " 18" 4.60 24" 18" 21 " 18"4.60 10" 54" 30" 24" 24" 13.4 54" 32'91 36" 24" 8.1 42" 18" 24" 24" 9.60 24" 18" 24" 24" 6.60 24" 1 18" 21 " 24"6.10 12' 60" 32" 30" 24" 17.9 60" 40" 42" 24" 25.0 44" 24" 30" 24" 13.2 30" " 24" 24" 9.2 27" 21 " 24" 24"7.90 14" 66" 34" 36" 2411 .5 69' 48" 48" 24" 29.0 48" 30" 36" 24" 17.0 36" 30" 27" 24" 1 1 .8 27" 24" 27" 24"9.10 1 6" 66" 34" 40" 24"27.5 69" 48" 48" 26" 33.0 48" 30" 36" 24" 170. 36" 30" 29" 24" 13.0 27" 24" 29" 24"1 1.0 1181, CITY OF SANFORD 1999 FIG. 405 UNDISTURBED EARTH J' CONCRETE BLOCKING MINIMUM THICKNE PGP NOTE: DIMENSIONS ARE CONTROLLED BY DIAMETER OF BRANCH MAIN CONCRETE LOCKING BRANCH V UNDISTUREB - EARTH I I 2 3/4" THREADED RID W/HEX NUTS 4" X 4" X 1/4" W.Y. WASHER 2" X 1/4" WROUGHT IRON STRAP 1� VERTICAL BENDS Q) 4, EDGE OF TRENCH PLUG =1J LI- 0 5� 2" C.I. PIPE STRUT 12" R", Q- 6 MIN. THICKNESS STANDARD CONC. BLOCKING EDGE OF 'I� D FOR HORZIONTAL BENDS UNDISTURBED TRENCH H1 EARTH CT --r-T1 HORZIONTAL BENDS TEES, CROSSES, & PLUGS _ = _"- CONC. BLOCKING 6"MIN MIN. BEARING AGANIST TRENCH WALL SECTION CONCRETE THRUST BLOCKING FOR WATER LINES N,T,S 1 SAME BLOCKING AS OPP. SIDE GRF_ENBF_RG FARROW ARCHITECTURE ENGINEERING PLANNING a ■ a 1 7.3 5 THE EXCHANGE A-rLANTA, GEORGIA 30339 VOICE 770/303. 1 033 FAX 770/303.2333 cOPYRIGH r NOTICE Thle drawing Is the property of the above referenced Architect and to not to be uood for any purpose other than the specific project and alto named herein, and cannot be reproduced In any manner without the exprow written pormleelon from the Architect DRAWING ISSUE RECORD , DATE DESgtIPDON W228-M 75% Re" Sat 03-31-05 = Rovkw Set To HerU 04-015_0 Permit Set 04-12-0 BuN1lnQ Permft Sat REVISION RECORD Na DATE DEMWTION PROFESSIONAL SEAL , r� PRINCIPAL IN CHARGE ESSIE GHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER y NORA POWERS QUALITY CONTRUL LARRY DIEHL PROJECT NAME 1 THE HERTZ CORPORATION Facilities & Construction H-ER TZ �_R RE'NI'AL FACILITY ' 3050 CA BRIER AVENUE r SANFORD, FLORIDA PROJ€CT NUMBER 20050184.5 SPIER T TITLE r CONSTRUCTION DETAILS 1 SHEET NUMBER V.. I PROPOSED CONC. PAD & Nt f TRASH ENCLOSURE. PROVIDE ENCLOSURE TO MATCH BUILDING CONC PAD FOR 80, 1 I f/ f � ` I f i I EXISTING "NO TRESSPASING" SIGN 10' LANDSCAPE_ BUFFER 1 ....................... .. --- __........ ....... ...... ..._ -... - ...........»..w._ _ .._ _ _ PROPOSED 6' BLACK VINYL BEGIN 6' BLACK CHAIN LINK FENCE W/ 2 ALUMINUM DECORATIVE 30' 6' BLACK STRANDS OF BARB WIRE FENCE ® SIDE LOT ALUMINUM I - DECORATIVE w FENCE � ;j _.....------- ------------- ------------- ............ ............. ............. ............ _— _ —... ._..-..... . - : ¢ I � [- f ............... 10 ! I J 1 J L, , = 8- -SPACES' ...................... TYP: 8.'.S"PACES.'."..'.'.".". 8'. �PAC.'.'.'.'.'.'. �' 12'.'i" ".".'......" 0I r� n .'..'....... �'.'.'.'.'.'.'.'.'.'.".'.'. (".".. ��T, . f . _ "............. ...................... ...ii�-"............... Z lip ...... �� ..".".".'.'.'.'.'.'.'.".".'.'..........'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".".'4..'.'.•.•.'.'.'.'.'.'.'.'.".'PAVED'.'AREA ...................".......... ,. :.....:P�ROP.OS.Ep _, € ca ���..�-.*..... s�- '.'.CR�ISSWA� K 0 z 24' ... .............................L ..... .................. ..........00 .'.'.'.'.'.'.•.. ...... :... m V) FIRE"'L'AN .... C] E ❑ ❑ to w E'1 ............. ° ° IV) A'' I ! fIRE- LAN .. ............. ......... ........ qq ................ ..: : ..yY 1 S „�,.y ki•:•'3' . . . . . . . M . . . . . . . .j�.'. PROPOSED GUARDRAIL_ ? I I Y .'.'.'.'.'."."."s> o I _ .'.'.".'.".".'.'.".".'. '.'.'.5'.'.'.'.'. '.'.'.'.".'.'.'.'.'.'...'. POLE BASE ONLY IN 1_0 o r ... .. 17'. PHASE_ 0 0 ............. PROPOSED.'.'.'.'.'.'.'.'.' PROPOD PR PO ED FLE .... , ..:.:.:.:.:.:....c.oNcRETE:.'S,LAB... : AND.ICA ......... s z I PA ; KIN ALTERNATE-1 .RAMP.. . i *� ° . i ............... :. •"• •"• • • • ' ' ' ' ' ' ' ' 'c� . CUSTOMER f SSWL ,n ..;.:.:.' ' :.. R.OPO.SED.'.'.'.:.,r� .. :: SERVICE .LANaSCA E I �- ( FUEL •ISLAND.'.....'...4 EXPANSION '..'AREA. y 3�.... . y I .I 6" TYPE "D" CURB i ; .' .'.'.'.' ".'.'.'. _ — — E OPEN AREA (TYP.) I E I I CUSTOMER . .'...... •1 I SERVICE ' € �....'.' v I to I r� I ALKWAY I...... 36J...: .... I N I N V) ( F.F. 62Ld .15 ❑ ❑ Y �4 �I w m `D ( `° L a- 1 ... °El 1i � c� OPEN AREA :....I.. . 1 C cr ❑ ° m1El .. I .. I I v I HANDIC P ....... (TY� .) .... �..'.'.. ' '.,'' J I . .......'.'.'.' - - ' 5" T ILA E f{.:... � AMP CD ". ......-A POLE BASE ONLY IN i I_ z FUTURE•'•FU-EL.._ .. PHASE ...••. ................ � 4. AREA E ISLANU' .... ... J '; .......... �ANo�Y'.........................":�...... .-E;I.....5� m _ EXPAN5I01�... .. , . ,'.'.'_'.'.'.'.'.' ' ' ' .it :...... G(�NGII`E NO CURB .......... 1: i o E E ,-._...-•.r-.., r-�.......................... E�: L" "."."...:...:SIDEWALK.: f ..._.__ '€ €I{. N j .. ( _....:..... • PROPOSED- .1.2;Ob0.....'.'. . r.... I ROP'.OSED'.'.'.'.'.'.' '.'.'.'.'.'.'........... . .......... . E G AL.' UST• LOOATION" ' � " ON RET " " " " " " PROPOSED BY'.'OTF ERS I ...........I RECLAIM ° I .'.'.'.'.'.'.'.'...h TANKS I El .-. 5 '...' ........._.........._..----------- ....................... r sswL .1 i......... E F i 1 E j ,� I `E 1 .... iRE LANE ❑ ' ... .... S , 24• 1 .rX 7 " ..... . PROPOSED 6' BLACK VINYL I !�, .'• • • • •'•',' '" '-.., NO CURB r.:.....:...........:...:.:.....:.:.:.:.:.:.:.:.:.:....... I �\ .................... CHAIN LINK FENCE W 2 \ r . . . <. ._................. _ .................. ....... ....................... STRANDS OF BARB WIRE........................................................................................................ ........................................................... r' .... 1 ......... s�.. ........,�..................... ,, . ....".'.....".'.'........... .... ...........................................1�7'.............................................................. '.'.'.'.'.'.'.'.'..............----..A...........................................'O."�.•�" "` cv................................................... tl.�� c�a ...............---- .... ..... € _ _ - - - .... _._ r . w._...... ......... _.......... _ _.. _ .._. _...... _ ..... ........................... 15' BUILDING SETBACK -h, za I TRANSFORMER. COORD. PROPOSED GUARDRAIL W/ UTILITY COMPANY _ ...— - ------ ----- ____ . _ _.....------- _....---- _........................ 80 10, w 15 BUILDING SETBACK I = ...... ............. ............ .. ... ...... __. . _ . O 1 i N 89 N89'59'59"E 20' PROPOSED HANDICAP SIGN ter® wwwR» 0 MATCH EXISTING EDGE OF PAVEMENT _SLIDING FENCE GATE_ R 5 1 . .'.'.'.'.'.'.• 'I . ........ ...........:©.. �ww Y ....TJG.ERTE•ETH.... -,i R 50 ........"�, 792.00 6" NPE "p" 1 q� F BACK SLIDING Sm9'S9'5 "W GENERAL NOTES: 1 CURB (TYP.) 1. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 2. THE EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PREPARED FROM THE INFORMATION AVAILABLE TO THE ENGINEER AND MAY NOT BE ACCURATE TO EXTENT OR LOCATIONS. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE THEM MARKED OR REMARK POINTS AND STAKES. 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES FOR EXECUTION OF ALL MATERIALS, AND THE EXECUTION OF THE WORK SHALL BE IN ACCORDANCE WITH THE STATE AND LOCAL CODES, RULES AND REGULATIONS. 4. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF SANFORD STANDARDS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL OTHER EXISTING VEGETATION THAT DOES NOT UNREASONABLY INTERFERE WITH CONSTRUCTION. 6. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, AND STAKES. 7. THE CONTRACTOR SHALL NOTIFY CITY OF SANFORD TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 8. THE CONTRACTOR SHALL NOTIFY CITY OF SANFORD UTILITY INSPECTOR TWENTY-FOUR (24) HOURS PRIOR TO START OF UTILITY CONSTRUCTION. 9. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 11. FOR SLAB AND STRIPING AROUND BUILDING, SEE ARCHITECTURAL DRAWINGS. 12. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES AND PROVIDE CONTINUOUS ACCESS TO ADJOINING PROPERTIES DURING ALL PHASES OF CONSTRUCTION. 13. THIS SITE PLAN IS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CPH ENGINEERS, PLANNERS, SURVEYORS DATED, SEPTEMBER 15, 2004. ZONING DATA: ZONING: RI-1, RESTRICTED INDUSTRIAL LAND USE: REQUIRED PROPOSED MINIMUM PARCEL AREA: 10,000 SF 6.0 AC (261,360 SF) MAXIMUM BUILDING AREA: 50% OF PARCEL AREA 2.30% OF PARCEL AREA OPEN SPACE: 30% OF PARCEL AREA 30% OF PARCEL AREA GREENBELT: 10-FOOT WIDE LANDSCAPE BUFFER 10-FOOT WIDE LANDSCAPE BUFFER MAX. BLDG. HEIGHT 50 FT MAX. (CITY OF SANFORD) 32'-8" FT 50 - 60 FT MAX. (SANFORD AIRPORT) FLOOR AREA RATIO (FAR): 0.50 0.023 0' LANDSCAPE BUFFER SETBACKS: �= EXISTING ALUMINUM 6 FENCE GATE `✓ 68.02' EXISTING � �.�-�:; -.,:u P-M :.�• �„_ -� ��- - ,...r •�- ��-,�:' :� N:�x. �... /4 CONCRETE FLUME ALUMINUM DECORATIVE CONCRETE FLUME PROPOSED 6 BLACK VINYL FENCE ® SIDE ^ LOT ---- ----- - --- -�--- -- - BOTTOM ELEV.=59.51 !...€ CHAIN LINK FENCE' . / 2 BOTTOM ELEV.=57.37 30' PROPOSED GUARDRAIL REQUIRED f.Y..: ,....... _ .............. STRANDS OF BARB WIRE ,-.....--- ._.. _ -' --- -- _.................._ ._... _.-.............� . I .,._......_..... .._........ rye._" I. 10' LANDSCAPE BUFFER PROVIDED 1' 1 5' -7 r-' FRONT 25 FT 25 FT SIDE 15 FT 15 FT REAR 20 FT 20 FT LOT MINIMUMS: REQUIRED PROVIDED 1 FRONTAGE 35 FT 329 FEET PROPERTY 1 LINE PARKING: REQUIRED PROVIDED REGULAR STALL WIDTH 10 FT 10 FT 1 NGTH 20 FT 20 FT 1 REGULAR STALL LE HANDICAP (HC) STALL WIDTH 12 FT 12 FT STALL LENGTH 20 FT 20 FT AISLE WIDTH 24 FT 24 FT BUMPER OVERHANG 2 FT 2 FT TOTAL STALLS REGULAR STALLS * 18 STALLS 22 STALLS HC STALLS** 1 STALL 2 STALLS TOTAL PARKING SPACES 19 STALLS 24 STALLS *REGULAR PARKING: 3.0 SPACES PER 1,000 SF OF GROSS FLOOR AREA NUMBER OF PARKING SPACES REQ'D_ = 3 X (6,009.2/1,000)SF = 18 PARKING SPACES **HANDICAP PARKING: 1 ACCESSIBLE SPACES FROM 1 TO 25 SPACES; 2 ACCESSIBLE SPACES FROM 26 TO 50 PARKING SPACES; ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE "VAN ACCESSIBLE". PROPOSED 6' BLACK VINYL CHAIN LINK FENCE W/ 2 STRANDS OF BARB WIRE n PROPOSED j-7 %-- GUARDRAIL TYPE "D" CURB GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I h-ch = 30 ft. x \_ EXISTING x FENCE x PROPOSED 5' CONCRETE FLUME_ (TYP.) x P4 I�1 x EXISTING SAN FORD/ ORLA NDO GUARD AIRPORT SIGN BOOTHS x LEGEND: 1 1 PROPOSED LIGHT DUTY ASPHALT PAVEMENT, HANDICAP SPACE f24" STOP BAR, WHITE TRAFFIC -RATED PAINT CROSS—SECTION A -'A :::-:•:•:•:•:•:•:•:: PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED TRAFFIC ARROWS, WHITE TRAFFIC -RATED PAINT NTS 4 a.:. PROPOSED CONCRETE_ PAVEMENT -�- SIGN-30" x 30" TO BE INSTALLED BY THE CONTRACTOR �� PROPOSED 6 CURB SSWL_ PAINTED 4" SINGLE SOLID WHITE LINE EXISTING CURB DIMENSION FOR RADIUS TO BACK OF CURB (UNLESS OTHERWISE NOTED) PROPERTY LINE (PROPOSED SITE) 3'' �" X EXISTING BLACK VINYL CHAIN LINK FENCE - - PROPERTY LINE (OTHERS) X PROPOSED CHAIN LINK FENCE PAINTED STRIPES (4" SSWL @ 18" C. TO C.) PROPOSED GUARDRAIL ��P_ PROPOSED BLACK ALUMINUM DECORATIVE FENC PROPOSED LIGHT POLE (SEE SITE PHOTOMETRIC PLAN, SHEET E1.2) GREENBF_RG FARROW ARCHITECTURE EN GINFFF_RING PLANNING ® m 1 755 Ti EXCFIANGE ATLANTA, GEORGIA 30339 VOICE 7701303.1033 FAX 770/303.2333 COPVRIGFIF NONCE This drawing Is the property of the above referenced Architect and Is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced In any manner without the wgrew written permission from the Architect ORA WING ISSUE RECORD DATE DESCRIPTION 03—" 75% Renew Sat 03-31-05 95% Re*v Set To Hertz NZFM-05 Permit Set REVISION RECORD NO. DALE DESCRIPTION PROFESSIONAL SEAL PRINCIPAL IN CHARGE ESSIE CHADRDAN SITE DEVELOPMENT GOOROINATOR PROJECT MANAGER NORA POWERS QUALITY GUNTROL LARRY UIEHL PROJEOr NAME THE HERTZ CORPOR44 TION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 slam TIrm PLEASE I CONSTRUCTION SITE LAYOUT PLAN .SIIF'ET NUMBER D D D D C, -A EXISTING DITCH GENERAL NOTES: 1. ALL STORM DRAINAGE DESIGN SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS AS PROVIDED IN THE CITY OF SANFORD DESIGN STANDARDS. 2. ALL CONSTRUCTION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE_ CITY, COUNTY & STATE AND/OR ANY OTHER GOVERNING BODIES' STANDARDS. 3. THE CONTRACT DRAWINGS INDICATE THE APPROXIMATE LOCATION OF EXISTING SUBSURFACE UTILITIES IN THE VICINITY OF THE PROJECT AND ARE NOT GUARANTEED FOR ACCURACY AND/OR COMPLETENESS. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH PROPOSED CONSTRUCTION ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ALL EXISTING UTILITIES THAT ARE TO BE RELOCATED OR ALTERED IN ANY MANNER ARE TO BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANIES' STANDARDS. ALL EXISTING UTILITIES EXPOSED DURING CONSTRUCTION ARE TO BE SUPPORTED UNTIL BACKFILL IS IN PLACE. ANY CROSSINGS LESS THAN ONE FOOT CLEAR TO BE SUPPORTED WITH A SADDLE_ (CONCRETE OR SAND). 4. DESIGN AND INSTALLATION OF ELECTRIC, GAS, TELEPHONE AND CABLE TV TO BE COORDINATED WITH & PROVIDED BY RESPECTIVE UTILITY COMPANIES. 5. FOR SPECIFIC BUILDING DETAILS SEE ARCHITECTURAL DRAWINGS. 6. ALL EXISTING OR PROJECT -GENERATED DEBRIS IS TO BE REMOVED & PROPERLY DISPOSED ACCORDING TO ALL APPLICABLE REGULATIONS. 7. CONTRACTOR TO VERIFY PRESENCE OR ABSENCE OF UNDERGROUND STORAGE TANKS AND SHALL NOTIFY ENGINEER AND REPORT FINDINGS. 8. CONTRACTOR SHALL COORDINATE ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. 9. CONTRACTOR SHALL COORDINATE PROPOSED GRADES AT BUILDING AND CONCRETE WALKS WITH ARCHITECTURAL PLANS. YY yj,. , !: '), f' GRATE 60.50 INV. OUT = 57.29 CI 8.0 GRATE 60.75 INV. OUT = 57.86 ``7U GjJ� � ins ® � -1e �'�' 1 a^.te ® o !��• ® e G,j TYPE "E" INLET �0 GRATE 60.>5 INV. OUT = 57.66 10. CONTRACTOR TO VERIFY LOCATIONS AND INVERT ELEVATIONS IN THE FIELD. 11. CONTRACTOR TO ADJUST FRAME AND GRATE ELEVATIONS IF NECESSARY TO PROVIDE POSITIVE DRAINAGE. 12. ALL DISTURBED AREAS TO BE SODDED. 13. MAXIMUM CUT/FILL SLOPES 2H:1V. CONTRACTOR TO MATCH EXISTING GROUND ELEVATION 10' CROSS-SECTION A -A NTS DITCH TO BE SODDED 10' .� VARIES -PT. REFERES TO C OF PROPOSED DITCH GRADES LEGEND: EXISTING GROUND l q J t E N7 F T l fJ � � S . 1 - . . Hwy f' r:/ ,f 1 ;. f ' 2'• ii{:i:' j -' �t1.. /' ( J f 4y I \ ' 31 IPI�i-Ii. EL_'J, ..56A_/........... L.. r' 1 ;ti r, I I f I �a I M. l{3 fo' />y •' "} 1�,t 4A 4`J € 1 4y-J rf.%. t} FN" �- ,�" oj,. r�:r,.J,. fit- y`.> o e a o o s� 40 0 ® o ..I. "' .}. '• -1!' ��J ,�..,� iy P^:'' olCi 12." RC:r' .......... � I t, �yflr it _ _ _...._ _...__, _...... ............ ............. ............. . � � r L • t3 . jt ✓ fyj✓ f \., y/`'l ya f / I 1 `� ti co 12" RCP _ ..._.. / . .Cyt f� W / i- { Lh EE f �> � 4�J Vic.; _... � � e'.rJ. 1, x y\y rJ� t (Y f fIv 1P E I MES 11.0 x INV. 56.29 _......................................... -� �1--- 80LF-14"X23" EL IPTICAL R(: P®0.20'-X ��. 0 .4 l J .......... •:. .. i x ..�.. 4At y, ..1' Off. :}a•- fi`A ,J ,y1 rJ, w+ / 1. FCC=MOVETING `MES & ; / "' REPLACFrv�V%MAN OL E M� 10.0- x J h,, UT 6 3 'V' ; 4�. .. l y J0. � t.� G- ¢ j ' I �l ES 8.0 ' INV ,,,.56.291 r'a.`MH 9.0 1, r,jiJ' ,rJ rr yyti �- r TOP = 59.� 0 10L6 '`12'X 1 EL , -� +; ., 1PTICAL ." �)' I INV. IN 56.05 (E) '1 {>`' RCP Q"20% t" r , " y} i� INV'. OUT 56.03 (EX. 24) x 4_ , ' �1 4..: _._ . ....... _ - o (CONTRACTOR TO BUILD MANHOLE OVER EXISTING ,� fE ISTING 24" RCP ®0.507pt,E) l�> ,Ay %D..�t, Gel)• "J lyJ MH ® PROPOSED MANHOLE n� PROPOSED TYPE "E" INLET [' PROPOSED MITERD END SECTION (MES) PROPOSED SPOT ELEVATION x "18.28 EXISTING SPOT ELEVATION 61 PROPOSED 1' CONTOURS 60 PROPOSED 5' CONTOURS � ref-rnS f -rn nr rnnnrn CROSS-SECTION F3-F3 PROPOSED DITCH GRADES NTS MATCH EXISTING GROUND ELEVATION GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ■ ■ e 1755 TILE EXCIIANGE A-rLANTA, GEORGIA 30339 VOICE 770/303.1 033 FAX 770/303.2333 COPYRICHT NOTICE This drawing Is the property of the above referenced Architect and Is not to be used for any purpose other than the specific project and site named heroin, and cannot be reproduced In any manner without the eyreea written permission from the Arehltact DRAWING ISSUE RECORD DATE DE3111'TION 03-Z8-05 7575 Review Set 03-'31-05 95% Review Set To Hertz W08-05 Permit Sat REVISION RECORD N0. DATE DEM110N PROFESSIONAL SEAS PRINCIPAL IN CHARGE ESSIE CHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HEI7TZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA Ar PROJECT NUMBER 20050184.5 SHEET TITLE PHASE I CONSTRUCTION GRADING & DRAINAGE PLAN 0 ,SHEET NUMBER CP-200 D D D D .... ...... ASf-3HAL r PAVEM�.-,q. i . .. ....... ... aaR ....... .... ......... .... .................. ... . ...... ......... . ............. L0 00 010 0 z i / i / ;x FIBER 01PI]C�,, MARKIER ............. ............. ............. ............ ------ - 7UNDE.FIG)ROUND ITH7S BOX GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ENSURE NO CONFLICTS EXIST WITH PROPOSED IMPROVEMENTS. NOTIFY ENGINEER IN WRITING IMMEDIATELY IF UTILITIES ARE LOCATED DIFFERENTLY THAN SHOWN. THE CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY COMPANY IN ORDER TO RELOCATE IF NEEDED IN CONFORMANCE WITH THEIR GUIDELINES. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO THE REMOVAL OF INDICATED UTILITIES ON SITE. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY PERMITS REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES. 3. THE AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS AND AT THE VARIOUS STAGES IN CONSTRUCTION AS REQUIRED BY THE AUTHORITY. THE AUTHORITY SHALL BE GIVEN A 24-HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED. 4. DURING CONSTRUCTION WHEN DEVIATIONS FROM APPROVED PLANS AFFECTING CAPACITY, FLOW OR OPERATIONS ARE DESIRED, THE WATER INSPECTOR SHALL BE NOTIFIED. REVISED PLANS SHALL BE SUBMITTED AS SOON AS POSSIBLE TO THE WATER SYSTEM ENGINEER FOR APPROVAL. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE GAS COMPANY FOR THE CONSTRUCTION OF THE GAS LINE BETWEEN METER AND MAIN. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE POWER COMPANY. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN THE FIELDTHE EXACT LOCATION, SIZE AND MATERIAL OF ANY EXISTING WATER AND SEWER FACILITY PROPOSED FOR CONNECTION OR USE BY THIS PROJECT. THE RELOCATION OF ANY WATER/SEWER FACILITY REQUIRED TO AVOID ANY PART OF THIS DEVELOPMENT IS THE RESPONSIBILITY OF THE DEVELOPER. 9. 24-HOUR EMERGENCY CONTACT: , PH: (201) 307-5203 10. ALL WATER VAULTS SHALL BE CONCRETE WITH A MINIMUM WALL THICKNESS OF 4 INCHES UNLESS SPECIFIED OTHERWISE AND PLACED OVER A MINIMUM OF 12 INCHES OF AGB COMPACTED TO 98% PROCTOR. ACCESS TO ALL VAULTS SHALL BE PROVIDED FOR MAINTENANCE AND REPAIR. 11. HORIZONTAL SEPARATION OF AT LEAST 10 FEET BETWEEN WATER MAIN AND EXISTING OR PROPOSED SEWER AND STORM SHALL BE PROVIDED. 12. WHERE WATER MAIN CROSSES EXISTING OR PROPOSED SEWER OR STORM, 18" VERTICAL SEPARATION IS REQUIRED BETWEEN THE TWO MAINS. CONNECT (.s P.EE LU REMOVE EXISTING HOLE Al'VD GROUT EXISTING: PIPE r - mmmm -W. AS"PHALT PAVE.ME.Nr . . ....... ....... ....... ....... . ..... . ....... ...... . . .... .... .. ....... .. . . ....... . .... ....... ............. ..... . ... . .. . ... ....... ...... - __ . ... ....... __' ... . . . ....... 8" DOUBLE DETECTOR FH W/6" VALVE CHECK VALVE ASSEMBLY W/ BACKFLOW E 17 3�_ 7 .. N-0 PR-FVFNTFR - - - ==ng ....... .... 4__ 8"X6" ELBOW 8"X8"X6" TEE 2" IRRIGATION METER W/ BACKFLOW PREVENTER 3" WATER METER W/ BACKFLOW PREVENTER ....... ...... ..... . . . . . ... ....... ...... ....... . 2" IRRIGATION STUB OUT FOR LANDSCAPING L - E: ---- =--E 771 A .......... .. ...... . ....... ...... - ------- - - - --------- .. .. .. ....... .... .... . .. ......... ........ .... ------ ... ............. ............. Om DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM 7w W w w w w W W W w w w w -1 3" PVC DOM 8" PVC FIRE ........... TOP MN 'E. V. N`� 5-1 0 71 El ........... ---- V. P I F. .2 FIRE HynPAKIT R" VALVE W Q> vi CONNECT TO BUILDING 0 INV. 58.69 (SEE PLUMBING PLANS FOR D':-mlz) LJ _11� > uo ALTERNATE-1 V) CUSTnkAP-P _J TO %1BUILDING 0 INV 59 15 1 dBIN% P(ANSFOF' DETAILS) SERVICE EXPANSION -0 CUSTOMER to I toSERVICE I! z N i I 0V)9 F.F. 62.15 z L.L: 0 0!� < < LL: m4f 0 . . .. ... ..... .. 7 T -ALrro S�wl) ri 1 C*- A" PVC C.O. #1.1 TOP 61.50 INV. IN 58.61 /--•251_F-6" PVC01.07. T T D' ❑ 0 T T El T - T - T - T - T - T - T - T C.O. #1.3 SEE ELECTRICAL SITE PLAN TOP 61.60 sl--_ INV IN 59 0 SHEET E1.1 FOR DETAILS ............. ........ ............ J_ ------- Ji E5OLF-4P V0*01.0% ......................... ..... CONNECT TO �31JII_61NG 0 Iislv 69.15 (SEE PLUMBINY PUNS :FOW DETAIL S) \( i I sS 3 �--� �--_ SSMH 41 S Xm w x fl- w fr ;2Lq1iy;)PANT V) TT 97 i 141 I 41 x T i T T T > T 7I_✓ 0 CUT PEN-- I I I i�T� E ::T SAN'WIARY FOP MI-i r; .... ....... ..... ............. .............. Iva . . ........ ....... .... ... TIE T X --E' I STING SANITARY ------ ----- - ....... ... . .................. SEWER MANHOLE PROP. INV. EL. 53.20 1 _7i ry - -- --- ---- ......................... 0 SANITARY SEWER NOTES: < 41 1. ALL CONSTRUCTION TO CONFORM WITH CITY OF SANFORD PUBLIC WORKS GENERAL CONDITIONS AND STANDARD SPECIFICATIONS. 2. NO SEWER MAIN CONSTRUCTION SHALL BE ALLOWED UNTIL A PERMIT IS ISSUED AND IS LEGEND: DISPLAYED AT THE PROJECT SITE. 3. ALL SEWER PIPE SHALL HAVE GRAVEL BEDDING, COMPACTED CRUSHED STONE WHEN SANITARY PROPOSED SANITY MANHOLE SEWER IS PLACED IN ROCKY AREAS, WET AREAS, SOFI­ AND SPONGY AREAS, AND IN MANY CLAY 0 PROPOSED CLEAN OUT SOILS OF THE COUNTY OR AT A DEPTH GREATER THAN 15 FEET. THE PIPE SHALL BE BEDDED IN PROPOSED SANITARY SEWER LINE COMPACTED CRUSHED STONE THE FULL WIDTH OF THE TRENCH WITH A MINIMUM OF 8 INCHES BELOW THE PIPE AND EXTEND UP TO THE MID -POINT (SPRINGLINE) OF THE PIPE. PROPOSED FIRE WATER LINE 4. ALL TIE-INS TO EXISTING MANHOLES SHALL BE CORED. ALL MANHOLES REQUIRE GAS GAS - PROPOSED GAS LINE "KORO-N-SEAL" OR EQUAL RUBBER BOOTS. EQUAL BOOTS MUST BE APPROVED BY CITY OF - SANFORD PUBLIC WORKS PRIOR TO USE. -DOM DIIM PROPOSED DOMESTIC WATER LINE 5. THE CONTRACTOR SHALL AIR TEST ALL GRAVITY SEWER LINES FOLLOWING COMPLETION OF 0_1 EXISTING SANITARY MANHOLE CONSTRUCTION AND PIPE CLEANING. ........... ........... " '�s ----- - EXISTING SANITARY SEWER 6. ALL MANHOLES OUTSIDE OF PAVEMENT AREAS SHALL BE BOLTED DOWN. GAS --------------- GAS - EXISTING GAS WATER LINES NOTES: ............. w .. ............ w ............. EXISTING WATER CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE AND MATERIAL OF ANY EXISTING WATER FACILITY PROPOSED FOR CONNECTION OR USE BY THIS PROJECT. 2. AUTHORIZATION MUST BE OBTAINED FROM CITY OF SANFORD TO TAP ON TO THE WATER DISTRIBUTION SYSTEM. 3. WATER DISTRIBUTION/FIRE LINE TO BE INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR. 4. THRUST BLOCKING SHALL BE USED AT ALL BENDS, PLUGS, AND TEES. 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION OF WATER LINE. EXISTING TELEPHONE LINE PVC POLYVINYL CHLORIDE Y') FIRE HYDRANT A PROPOSED THRUS4 BLOCKING E - E PROPOSED =6M7 EIIqE_- T PROPOSED TELEC MUNIC TION LINE PROPOSED LIGHT POLE (SEE SITE PHOTOMETRIC PLAN, SHEET E1.2) GRAPHIC SCALE ( IN FEET ) I inch = 30 ft, GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING E ® N THE HE EXCHANGE ATLANTA, GLOItCIA 30339 VOICE 7/0/303. 1 0.'j:3 FAX 7 7 0 /3 0 3.2 3 3 3 COPYKIGHF NOTICE This drawing Is the property of the above referenced Architect and In not to be uand for any purpose other than the specific project and site named herein, and cannot be reproduced In any manner without the exprm written permission from the Architect DRAWING ISSUE RECORD DATE DESCIRM 03-&-M 75% Review Set 0.3-31-M 9S Review Set To f6U- WOO-05 Permit Set REVISION RECORD Na DATE DESUWTION PROFESSIONAL SEAL PRINCIPAL /N CHARGE ESSIE CHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ Q TA FACILITY 3050 CARRIER AVENUE' SANFORD, FLORIDA r-"-"*3c I GUN-31HUG11UN UTILITY PLAN o SHEET NUMBER CP-3.0 I 7 D t) STORAGE REQ'D= 0.54ACX67CY/ACRE = 36.18CY (976.90 CF) STORAGE PROVIDED=37.04CY (1000 CF) EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR AREA IS STABILIZED. 3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA STATE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING ANY AND ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL PROCEDURES DEEMED NECESSARY BY THE OFFICE OF THE CITY ENGINEER DURING THE COURSE OF CONSTRUCTION. 5. CITY OF SANFORD SOIL CONSERVATION MUST BE NOTIFIED BY CERTIFIED MAIL AT LEAST 48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY. 6. THE OWNER/APPLICANT WILL OBTAIN CITY OF SANFORD ISSUED CERTIFICATE OF OCCUPANCY PRIOR TO ANY OCCUPANCY. 7. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN 10 DAYS AFTER FINAL GRADING. ALL AREAS TO BE LANDSCAPED WILL RECEIVE A 4" MINIMUM LAYER OF CLEAN TOPSOIL. 8. A CRUSHED STONE, VEHICLE WHEEL -CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. THE BLANKET WILL BE OF SUFFICIENT SIZE TO REDUCE OFFSITE TRACKING OF SEDIMENT BY CONSTRUCTION TRAFFIC AND WILL BE MAINTAINED IN GOOD ORDER UNTIL ALL ROADWAY AREAS ARE STABILIZED. MINIMUM DIMENSIONS SHALL BE 100'X30'X6". THE BLANKET SHALL BE COMPOSED OF CRUSHED STONE 2-1/2" IN DIAMETER AND SHALL BE UNDERLAIN WITH MIRAFI, TYPAR OR EQUAL FILTER FABRIC. TEMPORARY SEDIMENT BASIN: 20'LX18'WX2.0'H STORAGE REQ'D= 0.38ACX67CY/ACRE 25.46CY (687 CF) I r-M!"WWAM f JtUIMtN 1 bANN' 15' LX 15'WX2.5' H STORAGE REQ'D= 0.31ACX67CY/ACRE = 20.80CY (561 CF) STORAGE PROVIDED=20.88CY (563 CF) f ........... r ... , C3xr' r� I' tC7 C.? ram`\ . ,�G 4'✓'i ,�} �:. ............. r�, _. _ „I... �.. ii ICJ �� , � . L.... {• n� . [".� LJ rr f..... 0 I 9. ALL INLETS SHALL BE TEMPORARILY PROTECTED BY HAY BALE FILTERS PLACED IMMEDIATELY AFTER THEIR CONSTRUCTION. FILTERS SHALL REMAIN IN PLACE UNTIL THE SITE IS PERMANENTLY STABILIZED, 10. ALL PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 11. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL. 12. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF DRAINAGE STRUCTURE, VEGETATIVE COVER AND ANY OTHER CONTROL MEASURES DURING AND AFTER CONSTRUCTION UNTIL WORK IS APPROVED BY THE CITY OF MIAMI. 13. ALL REVISIONS SHALL BE FORWARDED TO CITY OF SANFORD SOIL CONSERVATION FOR REVIEW. 14. ALL TOPSOIL STRIPPED AND STOCKPILED FOR USE IN FINAL GRADING SHALL RECEIVE TEMPORARY SEEDING AND THE BASE PROTECTED BY A HAY BALE BARRIER OR SEDIMENT FENCE. 15. STOCKPILES SHALL NOT BE LOCATED WITHIN 50' OF A DRAINAGE FACILITY OR ROADWAY. THE BASE OF ALL STOCKPILES SHALL BE PROTECTED BY HAY BALE OR SILT FENCE BARRIER. 16. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. 17. ALL DISTURBED AREAS TO BE SODDED. . tC}•/ r� n. !2 r :�J t ter, I12" R`(' °INIVERT ELEV.56. : 3 ...... .... ...... ...._,,,;:.�,...,;._,....,.......,.,_•Y.._ _� ✓ I f,le fa` tttYERT _EY.::: 6.36 . .......... ......... <��i J r✓J f} 1 f} 'p �{ f < 3 1J . -._.........._i._...._ s I P �q.} 12 RCP Vf..R : r..l..'_V. W �h..ib I _..._._..___._ 4. }C 1 I X z`f, .1 C.3, tl 2 "" I-f' I): f-'K NAIL c; °1, c fd f3. ` J' .. t f:3.t3'��Gj35� ..i..fP. .q.' 43) Y;• + • prt� �!'a 3^ ti h f 7c" -f- ✓ Gj ` E }' - , 4J. 3 • "t 'r," tT• .s r,C�J lv� 4T� 47 nh ,Jj' _�• f.. "-I--. ....... r.'!7' � ti G •� } �,. .i- s- 'fin- 4•..�� r3_,�.•:.. _ I `,, ' G;v • r� G � . ,(. • �.} ,ray,• f�,. .,j, /,. ✓ }i'i"ryM e:✓ . �,)} ''I ;tii7'; J 'J -'i-' !-i Iv rrj- 4i%' G��YJ' �a r •�' 95. `p 41, c3 �4,�t"3'. r3 •'} G<�,` >,rl, } ;rJ=' -.S..I.' �jf3 4J�'�. ,�J.). .�? `P_ T LEGEND: 30 INLET PROTECTION SILT FENCE CONSTRUCTION ENTRANCE PROPERTY LINE GRAPHIC SCALE GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ■ ■ w 1755 THE EXCHANGE ATLANTA, GEORGIA 30339 VOICE 770/303,1033 FAX 770/303.2333 CUI'YKIGFI r NOTICE Thle drawing Is the property of the above referenced Architect and Is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced In any manna- without the cyrose written permtselon from the Architect DRAWING ISSUE RECORD DATE DESORPTION 03-20-05 75% Review Set 03-31-M 95X Review Set To Hertz 04•-00-05 Permit Set REVISION RECORD NO. DATE DESORPTION PROFESSIONAL SEAL PRINCIPAL IN CRAROE ESSIE GHADRDAN SITE DEVELOPMENT COORDINATOR PROJECT MANAGER NORA POWERS QUALITY CONTROL LARRY DIEHL PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE RASE I CONSTRUCTION EROSION CONTROL PLAN ( IN FEET ) 1 inch = 30 ft. 0 SHEET NUMBER PHASE 1 LINE I PHASE 2 1INF OPEN AREA (TO REMAIN UNDISTURBED AND NATURAL) W U PLANT LIST NORTH 0 15' 30' 60' SCALE: 1" EQUALS 30' KEY TOTAL_ BOTANICAL_ NAME COMMON NAME SIZE,I-IEIGHT,WIDTI•I LTA 2 LIRIODENDRON TALIPIFERA TULIP POPLAR 6" DBH 15' H. MCA 4 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 6" DBH 15' FL QVA 5 QUERCUS VIRGINIANA LIVE OAK 6" DBH 15' H. LT 6 LIRIODENDRON TALIPIFERA TULIP POPLAR 4" DBH. 12' FI, MG 5 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 4 DBH. 12 H. QV 18 QUERCUS VIRGINIANA LIVE OAK 4 DBH, 12 FI. UA 12 ULMUS PARVIFOLIA DRAKE DRAKE ELM 4" DBH. 12 H. CC IC LI 6 4 1 CERCIS CANADENSIS ILLEX CASSINE LAGERSTROEMIA INDICA RED BUD DAHOON HOLLY CRAPE MYRTLE 2.5" CAL. 8'-10' FI, 2.5 CAL, 8'-10' H. 8' H, M.T. LC 18 LIVISTONA CHINENSIS CHINESE FAN PALM SEE PLAN FOR SIZE VS IF IVN PM RR 615 20 92 84 80 VIBURNUM SUSPENSUM ILLICIUM FLORIDANUM ILEX VOMITORIA 'NANA' PODOCARPUS MAKI RHODODENDRON RED RUFFLE SANDANKWA VIBURNUM FLORIDA ANISE 17 DWARF YAUPON HOLLY MAKI PODOCARPUS FLAME AZALEA 3 GAL. 24" H. 30" O.C. GAL. 30" H. 36" O.C. 3 GAL. 18" H. 24" O.C. 3 GAL. 24" H. 30" O.C. 3 GAL, 15" H. 24" O.C. LM 158 LIRIOPE MUSCARI BIG BLUE BIG BLUE LIRIOPE T GAL. 18 O.C. SOD AS REQ. STENOTAPHRUM SECUNDATUM FLORITAM' FL_ORITAM ST. AUGUSTINE GRASS SOD tX r i --I • rco rn b Y) 0 Uh 0 C\2 'o 07 td 'd O � O \\ nn W �d 0 Q >=1 V Ct Y) o 7� cD w w C/-) � C wI CD � w Q Q w V1 w � 0 w z Q w 0 C� DESIGNED BY: RTR DRAWN BY: RTR CHECKED BY: RCD DATE: 04 01 05 REVISIONS 1. 2. 3. 4. 5. ,. J� J L-1 OF 3 IN V I LI) -NO EXISTING TREES ON SITE D D D OPEN AREA (TO REMAIN UNDISTURBED AND NATURAL)-, S 2' MAIN LINE - S OUR ►IIi N � CONE 4 P: 1.5" 55 PHASE 1 LINE PHASE 2 LIN I 2' MAIN LINE {�-- .-�- Y T I E vc N 8 9° 59 59 E s x I .7r G I F F E I .n• B x .n•C � I E R �a -40 a a a a a W W W W W ■ ■ a LONE: 3 AL 1.5" 55 I I p p m - e 5� ` `'• n n e e �' V •� �' i� '4 e e ` h J e e p , E:D i a n n n 1 , ■ F{ � o ALTERNATE-1 �• p 4 CUSTOMER SERVICE c p , •, EXPANSION n = H o o +ryr�/ W �I IIIr II1r Iyy.11 Lmil I d• . - b ° o CUSTOMER SERVICE �' p E� Try YI;4•is D H o y S O I ` G p Ivl o C7 a a ��• a p� o 0 U . FUEL ISLAND CANO t CARWASH o a �� EXPANSION A G 0 1 z I p 0 p n LI_ S Q ;. O I •-°, p= p O PROPOSED 12,000 CAL L I G = n, UST LOCATION O I (BY OTHERS) p _------� --o p e e I p S W W W '"' 140 to I, W a I o c� p 1 o 0 I C7 I G e , O a e nCA ev s #try I y I ZONE-- 5 ! -T+ ' G 1.5" 55 I 2' MAIN LINE H 1792.00' �- I ONE 6 ALVE: PM: 1 .5" 55 I 1 I A� a• I G �' � B 73 I 2' MAIN LINE B I,77• I . O I� O G I •• O To L• - ONE E• I I 7 2 M: l ,• I B 1 5" 55 B A I .77• G B B IIL Iw/IJII .r l r G H ZONE: ! 1 Cj aS� ALVE: M: -dt�Z 1.5" 55 G C rT, .77 N r B w K� Lr A• r-ya B F�•1 B ,rr B Lr B x B CiL7 B ur G A B .>ep n n S Q H L, "X .7• iu S G I a. Lr LE7 °-o-- o-- Lor Lw 1• - IEJ4 LL��II ---------- - - - �i IRRIGATION LEGEND ki M m* KEY MODEL DESCRIPTION NOZZLE RADIUS GPM PSI COMMENTS AO RAINBIRD 1800'S SPRAYS 15' S 15F 15' 3.7 30 *SPRAY NOTES* B O RAINBIRD 1800'S SPRAYS 15'S 15H 15' 1.85 30 -WITHIN SHRUBS C O RAINBIRD 1800'S SPRAYS 15'S 15Q 15' ,93 30 SHALL BE 36" RISERS. D A RAINBIRD 1800'S SPRAYS 1 O' S 1 OF 10' 1.57 30 E • RAINBIRD 1800'S SPRAYS 10'S 10H 10' 79 30 -WITHIN BEDS SHALL F • RAINBIRD 1800'S SPRAYS 1O'S 10Q 10' .39 30 BE 12" POP -UPS. G [A RAINBIRD 1800,S SPRAYS 15SST 4' x 26 .89 15 -ALL LAWN AREAS T It RAINBIRD 1800'S SPRAYS 15CST 4' x 25' .89 15 SHALL BE 6" H 0 RAINBIRD 1800'S SPRAYS 15EST 4' x 15' ,61 30 POP -UPS. I ❑ RAINBIRD 1800'S SPRAYS 17SST 9' x 18' 1.6 25 S O RAINBIRD BUBBLER BEST, COV. 5' 25 30 J RAINBIRD R-50 SAM 6.OF 44 7.0 45 KA RAINBIRD R-50 SAM 3. OH 39' 3.5 45 L A RAINBIRD R-50 SAM 1.5Q 37' 2.2 45 ML RAINBIRD 3500'S 3, OF 22' 2.6 35 N 0 RAINBIRD 350O' S 1.5H 22' 1.28 35 QD RAINBIRD 3500'S 75Q 22' .67 35 P 0 RAINBIRD VAN SERIES 180"" 3' ,37 20 Rz, RAINBIRD FALCON F4 PCFCNP HARDIE 700 ULTRA FLOW SERIES 04,08,16 ELECTRIC 50' GLOBE 3.5)6.4,13.140 VALVE 0 2" MAIN LINE KY RAINBIRD ESP -MC SERIES CONTROLLER 6 STATION MIN. w/ RAINBIRD RAIN CHECK DEVICE ® 1.5" IRRIGATION METER BACKFLOW PREVENTER *VELOCITY SHALL NOT EXCEED 5' PER SEC. IN ALL PIPELINES NORTH 0 15' 30' 60' ®® I SCALE: 1" EQUALS 30' 07 O f-� 0 V) 0) cV� O CO Q� Ed Id O w cd ti O 0) b V) �cd O cD O -I LL_ 12. LLI O O C LL L� 0 U DESIGNED BY: RTR DRAWN BY. R TR CHECKED BY: RCD DATE: 04 01 05 REVISIONS 1. 2. 4. 3. 5. ;)- l L- 2 OF 3 PART ONE - GENERAL D W 1.0 6UMMARY A. All portloua of Division I - General Requirements are z included with thia unction. B. Funilsh all tranaportutivn, mutcrlals, labor, U equipment, taxes, and service to oon,plote all wank us shown on the drawings and as specified herein. Z C. Avoid conditions which will create hazards. post signs W or berriers as required. D. Provide adequate means for protection from damage trough excessive erosion, flooding, heavy rains or H winds, etc. Repair or replace such damage. E. Plant totals are for the convenloneu of the Contractor and are not guuruuteed. Verify druwh,gu. Planting is j required us indicated oil drawinga. F. Comply with all federal, state and local regulations. U G. Contractor shall notify L.A. of any adverse moll conditions ancountered to. clay, looms fill , high water table or poor U drainage and any condition adverse to planting. H II. Qnunity deviations, questions on plans; plceao notify. Plant list IN an estimate. Lf _J 1.1 RELATED SECTIONS; SECTION 02810 IRRIGATION Q 1.2 REFERENCES A. Standard Plant Names, 11142 edition prepared by the f ) American Joint Committee on Hortieltural Nomenclature. B. Grades and Standards for Nursery Plants, Florida L Department of Agriculture; Part II 1996 U !! Standard for Nursery Stock, prepared by the C. America American Assoclatlon of Nuraerymcn, Life. (ANSI Z80. 1-1986) D. llortuu Third, Liberty Hyda ➢dller Hortorluil 1978. E. Florida Irrigation Society Standards and Specifications for turf and Lundscape Systems (Ravlsion 61098). O 2 1.3 SUDM1'T1'AL:S I- Provide to Owner' a reprenentative during A. Preconstruction 3 1. Unit Prices for all materials, including estimate (or quotation) or area to be uudded or seeded. }- 2. Prappused substitutions of materials or sizes. J- Obtain approved by both Inndseupe architect and 1Z Owners ropresentativu. Q B. Conatruotlori 0-1. Plant inspection certificates and shipping invoices as requested. Z. All fertilizer labels and notarized letter of con,- Z formdnee with theme specifications. p Q C. Contract Close-out 1. Two sets as -bunt record documents ( red -line L] prints). f- 1.4 QUALITY ASSURANCE ton of a foremen, having at least one year A. All work shall be performed under the constant super- q vim LLj experience or education in the aureery trades.n z B. Contractor La expected to participate in a pre- constructlon conferoce with Owner and landscape arch- U Itcet to coordinate schedule, clarify questions, and r� discuss acceptable performalicc for payment. (� C. Contractor Is expected to participate in a contract Q elome-out conference with Owner and landscape architect to verify completion of the work, and to establish a Li 'Date of Substantial Completion". rYl 1.6 MAINTENANCE A. Contractor shall be Sully responsible for all mainten- ti stantial Completion anee, damages, and replacements until Date of Sub - of that specific phase of work. z Document damage to the work caused by other trades. Immediately bring to Owner's attention, and quickly U repair (at Owners expense) as directed B. Maintsnance consists of pruning, cuitivatlon, edghibedu !j and wulka, weeding. mulching, adjusting guy U. resetting Plants to proper grade or upright position, hand Z watering as required, reaturatturf of planting saucer, and furnishing and applying such sprays na nuccasary to keep the planting free from Insects or disease. (Y C. The Contractor shall keep the premises free from aecum- Ld slatted, s of waste materials or rubbish caused by his Z errnployeos or work, at all times. z Q 1.6 REPLACEMENTS A. Daring the guarantee period any plant required under this contract that is dead or not In satisfactory (� growth condition (as determined by the laudseapa (] architect) shall be promptly replaced by the Contractor. Replacement shall be as specified for the orIllned planting and at no coat to the Owner. D. tap accident period commences at Date of Sub,tdnual Completion and continues as follows: Ls.. a. Trees - one (1) year b. Shrubs - uhiety (0o) days c. Sad - ninety (90) days z d. Other Producta - one (1) year Q 'Time limit may be extended by mutual agreement for Ina In questionable health at end of guarantee period. HC. Plants damage by thelt, vandallum, gross neglect, unduu weather conditions, acts of God, or unsesaonable �l planting arc exempt from the guarantee provision. H PART TWO - PRODUCTS 0 2.0 MATERIALS U A. Topsolla shall be fertile, natural, cad typicala of the localltyy. !t shall be without subsoil or slag and CZshall be free of stones, lumps, plantu or their room, IJ sticks, or other extraneous matter that is not conductive to production of plant life, ow would Interfere with future maintenance. q B. Sod may have no visible broadleaf weeds when viewed LfJ from a standing position and the turf shall be visibly LJ cans!etent with no obvious patches of foreign grasses. Z It may have no visible signs of disease or insect Q stream. In no ease may the total amount of foreign = greases or weeds exceed 2% of the total canopy. 'The U sod shall be (as noted on plan) neatly mowed told be mdtnre enough that when gremped at one end It can be picked up and handled without damage. fq C. Seed shall meet the tolerance for germination and Ld purity in accordance with the U.S. Department of U Agrluulturn Rules died Regulations under the latest D 7 Editlon of the Federal Seed Act" for certified seed. Seed shall be mixed by the dealers grid shall be p delivered to the site tit sealed containers which shall rY beat the dealer's guaranteed analysis. Seed mixture a. and seeding rate shall be as specified on the drawings. Li D. Fertilizer ry 1. Agri -form" or 'Woodace" 21 gram tablet of 20-10-6 formulation. 2. Granular fertilizer shall be a balanced formula, • LLJ uaifarm ill composition, free flowing and delivered E. Pent to site in unopened hags. .. � rJ Incorporate black Florida peat into planting mix when Z upueified on plant list at the following rates: 1. 1 gallon plants - 1/8 cubic feet 2. 3 gallon plants - 1 cubic feet 3. Trees - 1/2 cubic foot per foot of height Q F. Herbicide Sullen or "Preen" pro -emergent. G. Additional Boll Amendinentu = 1. Apply as needed to bring soil Into optimum growth U range for specified plants. - 2. If Boll is below 6.D h Inco = Planes horti- ultural time to bring withint 5.d H, Plantto 8.6 ped lhrange I. Measured standing in natural forai of the size l� indicated oil "plant list" and grade "Florida No 1" unless otherwise indicated. 2. Non-clasalflcd plants to meet AAN atandarda. Tree calipers shall be measured 6 inches above moil Q level. r, 3. All plants shall be sound, healthy, free from f=1 insect pests and eggs, and have normal, healthy rout systems. U 4. Form shall be symmeterieat or typical to,- specie, -, and variety. = 5. Any plant may be rejected by landscape arulliteut if not of satisfactory size, health, quality, or character. 6. Trees having rootballs wrapped with synthetic burlap Will be rejected. I. Mulc stones, leaves or other debris. h shall be chipped cypress bark free from sticks, VJ 2.1 EQUIPMENT = Use magnesium grading relics of 30 Inch minimum width to remove irregularities In final grade prior to sodding or (, seeding and to ensure a flat subgrade. 2.2 MIXES A. Planting Mixture I. Use the beat aatural loll existing on site, clJ combined with fertilizer. fl P-ART THREE - EXECUTION CJ ry 3.0 EXAMINATION 0 A. Examine surfaces to which will be applied and Immediately notify landscape architect In writing if M mite is not to proper condition for Contractor to Z perform his duties under the termnu of this contract. Q B. Review engineering drawings for additional information. C. Coordinate work with Owner and other related trades. J- D. Relocate existing plant uiateriiil as directed by = landscape architect, and according to drawirigm. 3.1 PROTECTION G� Luoute, identify and mark all known utilities in area of the }- work. Take reasonable care to avoid damages or hazarda. Ll 3.2 PREPARATION o Remove from site Existing suds, mastiff, Interior plantings and U prauunutruutlori debriu as neuesaury to incorporate work to the site. Obtain verification regarding removal of L,j queationntnls material. Clean up of debris from now construction (by other trades) Is not Included in this t-n contract. U 3.3 INSTALLATION A. Topsoil U Spread tupsoll over all dens to receive ground cover X U 0. Rough Grading I. Mold land surfaces to within 1 inch of final grade. to a minimum compacted depth of 4 inches. • L__I Construct uwuleu and berms. Fill low areas. Ensure proper drainage of all areas. Spread 8 Inch T lilts at 859. I- compaction (Proctor) 2. Slope grade away from buildings at a minimum slope U of 1/2 inch par foot for d diatanue of 10 fact LrJ minimum. C. Final Grading � 1. Remove all non -conforming matter from site, such as W rucku, soda, sticks, building rubble, wire, or cans. U 2. Digg out weeds by the roots. hJ 3. '1'L11 in coil amendments such am limn, !run, or L, gypsums if indicated by local conditions, but only after approval by landaaape architect. Ensure r uniform tpplicdticn. D. Planting Pits L Excavate to dimensions shown on plan. E. Plant Installation (L 1. Do not crack or break soil away from root ball. 2. Carefully set plant plumb, beat aide teeing 'but", 0 at the same moll level, to 1" higher, au previously U grown. 3. lfnulovu all twine, burlap, or rope from top third f=1 of root ball. Retain cloth under ball. Wouli ill Z backfill with slow home. Q 4. Forst shallow baula tit each plant. Adjust grade to 1 1/2' below adjacent pavement. All plants shall J1j be a. 5. nummum from walls, walks acid fences. -I Space ground cover in triarngln pattern with outside Q raw parallel to bedline, 1/2 plant upuclug dlaturice Q from edge. E'. Sod Installation 1. Sod all areas indicated on plan and areas disturbed by work of other trades. 2. Lay panels tightly together. Top dreau oracku with Band. Water thoroughly. G. Staku and Guy Stake and guy ..as per plan. H. Fertilize Fertilize evenly at following rates: 1. 'Tablet Fertilizer 1 gallon plant - 1 tablet 2 gallon plant - 1 to 2 tablets 6 gallon plant - 2 to 3 tablets Trees - 1 tablet per foot of height 2. Granular Fertilizer Work Into the top 2 " of soil at the rate of 20 pounds per loUO square feet for lawn areas. I. Prude Prune as little as necessary to remove damaged twigs. In any case, termlaal leader shall not he topped either before or after Installation. J. Herbicide Apply pre -emergent hurbluidc to oil beds auuordlag to manufacturer's reCEnmier,datlOna. K. Mulch Spread to a uniform depth. Fluff and pat In place. 3.4 FIELD QUALITY CUN'1'ROL A. Landscape architect or Owner may conduct periodic inspections to determine that the terms of this uoutraet are fulfilled. B. Contructor will be expected to participate with Owner in final Inspection to review project for conformance to the contract. Itunis to be reviewed iuciude type quantities, sizes, locutions, dimensions, and quality of materials and workmanship. Final payment for work will depend upon dtif factory condition of project on Date of Substantial B Completion. END OF SECTION sectiol, 0201U IRRIGATION SYSTEMS PART ONE - GENERAL 1.0 SUMMARY A. All portions of Division I - General Requirenicutu are included with this section. B. Furnish all transportation, materials, labor, equipment, and aurvioeo to complete all work shown on the drawings and am specified. 1.1 RELATED SECTIONS: section 02900 landscape planting 1.2 TOLERANCE A. Install sprinkler heads where Indicated by symbol. B. Drawings are echemutle. Adjust pipe and locations to conform to site conditions and to avoid obstructtona. Conceal components behind walls of shrubbery where possible. Verify questionable Locations before imAullation. 1.3 SUBMITTAL A. Subunit two bound folders ccutalnning: 1. Written operating instructions for all components. 2. Complete parts list and manufucturei a data. J. Copy of well completion report. 4. Written maintenance instructions. 6. Provide 2 sets as -built record drawings with the following items dimension to the nearest foot: U. Sprinkler main lines b. Water source c. Control valves d. Gate valvu e. Electric control wire pull, (Red -line prints). B. Products furnished but not installed: 1. 2 extra heads of each type and size 2. 2 extra nozzles of each type and size J. 2 extra head wrenches for each type of head 4. 1 Extra valve box with lid 1.4 COORDINATE WORK WITH OWNER AND OTHER 'TRADES 1.5 QUALITY ASSURANCE A. Contractor is expected to participate in precails true Lion meeting with Owner and landscape architect to coordinate schedule, clarify questions, and discuss acceptable performance criteria for payment. B. Contractor is expected to participate In contract closeout meeting with Owner and landscape architect to verify proper completion of the work, establish "Date of Substantial Completion", and advise Owner as to system operation. 1,6. WARRANTIES A. Contractor will be fully reaponsible for system operation until Date of Substantial Completion. H. Contractor if fully responsible for all parts and workmanship for one year after Date of Substantial Completion of each specific Phase or portion of the project. C. See to the fulfillment of all manufacturer's warranties. PART TWO - PRODUCTS 2.0 MATERIAL9 Backfill shall be free from atone, trash, or other debris. 2.1 MANUFACTURED UNITS A. Automatic electro-mechanical controller fully installed and operating. H. Electric valve installed in valve box. es manufactured by "Peatite" or Installed as per manufacturer's directions, and above C. Valve box with lid manufactured by "Amtek" or "Brooks". D. Connection for control wir 3M" grade in valve boxes. E. Gate valves shall be brass and installed in valve box. F. Automatic drain valves shall be installed in 1 cubic foot gravel. 2.2 COMPONENTS A. Control wire shall be direct burial # 14, type UF. Tape to underside of main every 10 feet. Install spare god. wire + 5 extra wires. B. Main line shall be class 200 PVC (ANSI/ASTM D2241) C. Lateral lines shall be class 160 PVC minimum (ANSI/ASTM 02241). D. Sleeve at all road and drive crossings shall be class 200 PVC. E. All pipe, connectors and mlac. fittings will be galvanized. F. all electrical work will Uenforrri to year construction N.E.C. PART THREE - EXECUTION 3.0 EXAMINATION Examine surfaces to which work will be applied and immediately notify landscape architect in writing if situ is not in proper condition for Contractor to perform liis duties under the tariffs of this contract. 3.1 PROTECTION A. Locate Identify, and i nark all known utilities Ln area of the work. 'fake reasonable cars to avoid damages or hazards. B. Damage caused by Contructor'B work will be repaired to Owner's satisfaction at Contructor's expense. C. Docum,ont driyy damage to work caused by other trades. Immuediately bring casts to Owner's attention kind quickly repair at Owner's expense, us directed. 3.2 PREPARATION A. Surface Preparatlon. Stake out each run of pipes, each head, and each valve. B. Test control wire for continuity before unreeling for Installation. 3.3 INSTALLATION A. Keep pipe Interior clean and dry at all times. B. Ensure a square out at all joints and ream ends to a smooth finish, inside and out. C. Lay all runs greater than 1D0 feet from side to side on trench bottom in serpentine pattern. D. Support all pipe with clean, compact soil. E. Backfill and compact to original soil_ F. Out heads plumb and flush with top of mud ur ululoti. G. For lateral lines flush all debris from lines. Open valve and screw on one head at a blue, starting at valve and continuing to the end. Ensure that lines are watertight. 3.4 TOLERANCES A. Main line and drive crossings shall have 18 inches minimum cover. B. Lateral lines shall have 12 Inches minimum cover. C. All heads shall be 4 inches mlaifnurn from walks, drives, or curbs. D. All pop-up heads and valve boxes shall be installed with top flush with grade. E. All heads shall be installed plumb. 3.5 FIELD TESTS Apply 100 psi hydrostatic pressure to main lines for 120 minutes. If a leak is found, repair and retest until satisfactory. 3.6 ADJUSTMENTS A. Adjust sprinkler patterns and radius. Ensure uniform and sufficient coverage for optimum plant growth. B. No heads shall be allowed to spray wails, fences, walks, or drives. C. Set times to operate as appropriate for season, soil type, drahndg0, and plant requirements. 3.7 FIELD QUALITY CONTROL A. Luudacape architect or Owner may conduct periodic inspections to determine that the terms of this contract are fulfilled. H. Contractor will be expected to participate with Owner In final inspection to review project for conformance to the contract. Items to be reviewed include, type, quantities, sizes, locations, dimensions, and quality of materials and workmanship. C. The Contractor shall keep the premises free from accumulation of waste materials or rubbish caused by his employees or work at all times. END OF SECTION DO NOT PRUNE TERMINAL LEADER DO NOT PLACE STAKES WITHIN 24" OF CURBS OR WALKS RUBBER HOSE ON 12 GAUGE WIRE TWIST TAUT @ 120 DEGREE INT. 2" PVC OVER 3 GUY WIRES PEEL BACK BURLAP & BURY, LEAVE 2" OF TOP OF BALL ABOVE GRADE z NOFIBERGLASSBURLAP ACCEPTED ' FERTILIZER TABLET WATER -TIGHT SAUCER z GRADE (HERBICIDE) BURY STAKE N H EDGE TRENCH 4" X 6" PLANTING MIX co COMPACTED PLANTING MIX _r 1' MIN TREE DETAIL CONTAINER OR BALL &BURLAP 3 1 /2" CAL > NO SCALE BUD VERTICAL �HURRICANEYCUT" ' 3 LA 2X4X26F CLEATSP 2 - STEEL BANDS 3 - 2X4 BRACES 7 0 _� NAIL ENDS 3" SAUCER MULCH 35• - 3 EDGE TRAN21 - 2X4X30 STAKES GRADE 2'- 0-6 �- BACKFILL MIXTURE COMPACTED uJ ---CURB OR WALK BACKFILL 2" STAKE BRACE SAUCER ALL PHOENIX SPP. SHALL BACKFILL BE PLANTED WITH 2" TOP ROOTBALL OF BALL ABOVE GROUND, PALM BRACING DETAIL NO SCALE NOTE: ALL WIRING TO BE INSTALLED AS PER LOCAL CODE SEE PLAN FOR MODEL 16' NUMBER CONTROLLER 42" (CONDUIT FOR WALL MOUNT) C6 N XREEJ,1 B1A`�E CONTROL WIRE COMMON WIRE ANCHOR BOLTS (4) FINISH GRADE 3" SWEEP EL 120 VOLT WIRE IN CONDUIT 11" �TO REMOTE CONTROL VALVES) PEDESTAL ELECTROMECHANICAL CONTROLLER NO SCALE OTOR HEAD GRADE WING JOINT LATERAL ROTOR HEAD ADJACENT ROADWAY AND ALL HUNTER 1-40'S ANU VEHICULAR USE AREAS NO SCALE nn min r PRUNE 1L LEADER HOSE ON AEU WIRE X 2 X 8' WOOD STAKES ACK BURLAP & BURY, LEAVE 2" OF BALL ABOVE GRADE ER TABLET - TIGHT SAUCER GRADE ( HERBICIDE ) )GE TRENCH 4" X 6" ANTING MIX )MPACTED PLANTING MIX -FREE DETAIL NO SCALE OR ^�L TRFF-�� ROOT BARRIER DETAIL CONTROL WIRES TO CONTROLLER NO SCALE ---- HEAD- _I_EX-PIPE ?AL PIPE 12 POP-UP SPRAY HEAD NO SCALE GRAVEL- w ELECTRIC VALVE -VALVE BOX ID ---FLOW CONTROL /,--GRADE 11 II 111 I II I T � -Trl- SOLENOID - - LATERAL PIPE MAIN LINE LATERA c r, 25. 1 EXISTING TREE )RIP LINE SECURE JOINTS DOUBLE ROW OF 2 X 4 BARRICADE OUTSIDE DRIPLINE PLASTIC MESH n NOTE: FEEDER ROOTS ARE NEAR SURFACE DEEP ROOTS ARE SUPPORT ROOTS TREE PROTECTION NO SCALE EXISTING VEGETATION REMOVE DEAD FRONDS AND BRANCHES n � 1 t - 3' L2' - 5'-0" SOD DETAII 3'. HOVE ALL AD BRANCHES NTER PLANT T PLANT PLUMB HOVE MINOR ANCHES BELOW 7' MEASURE CALIPER DBH WATER - TIGHT SAUCER rnm GRADE TREE SPADE PLUG �--- AVOID AIR POCKETS 0 r� N -) TREE TRANSPLANT DETAIL NO SCALE o C\2 Ci7 O O 'd �i HEAD D (DGRADE _ _ O MULCH CiLri PLANT EDGE TRENCH LEAVE 1.5" OF TOP OF BALL ABOVE GRADE RISER CUT-OFF BEDLINE VARIES TO MULCH CONFROM TO WATER -TIGHT SAUCER rJ77 OUTLINE OF VEGETATION INSERT ELL o - TABLET FERTILIZER -SOD CURB T z GRADE HERBICIDE }141 d �POLYPIPE if)r, o TEE EDGE TRENCH 4" X 6" PLANTING MIX LPFRT /LATERAL ' MIN- COMPACTED PLANTING MIX3' MIN - /' ` - 2 X ROOT BALL WIDTH ELL 3- PLANT 3'-O" MINIMUM FROM WALLS, WALKS, OR DRIVES. SHRUB DETAIL POP-UP SPRAY HEAD NO SCALE NO SCALE NO SCALE jOR FACE UILDING FACE UILDING FACE OF CURB FACE OF CURB 3„ 30" 0 �---FIEAD HEADC / . ABOVE OAD 26 HIGH �1/2 CONDUIT 26a H. ABOVE GRADE BLACK PLASTI CINCH TIES (2� /--JINA&K TIE$IIIC 30" 3/4" PVC CLASS 200 RISER -CLAP200 RISER Z6 SS �-GRADE GRADE rt�rr�m fJ� fr rrJ. ! p» �-LATERAL PIPE TERAL PIPE GEAR DRIVEN SHRUB HEAD ___GRADE GATE VAL QUICK COUPLING VALVE GATE VALVE NO SCALE NO SCALE PIPE NO SCALE 30X STAKED IRRI. SPRAY/ HEDGE LINE (9 36" HI " DIA. GRAVEL NO SCAI F FIXED SPRAY HEAD PIPE NO SCALE TYPICAL- PKC, LOT HEDGE SCREEN (WHEN DIRECTLY ADJACENT TO PKG. LOT) NO SCALE z �r U LLJ ;J� V1 I� LJJ L_L _ U DESIGNED BY: RTR DRAWN BY: RTR CHECKED BY: RCD DATE: 04 01 05 REVISIONS 1. 2. S. 4, 6, _ L-3 OF J i m DEFINITIONS OF RESPONSIBILITY PROVIDE (P): THE TERM "PROVIDE" (SIGNIFIED BY "P" IN THE CHART BELOW) MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE." FURNISH (F): THE TERM "FURNISH" (SIGNIFIED BY "F" IN THE CHART BELOW) IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SIFE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL (1): THE TERM "INSTALL" (SIGNIFIED BY "I" IN THE CHART BELOW) IS USED TO DESCRIBE OPERATIONS AND PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, KEEPING AN INVENTORY, STORING AS NECESSARY, UNPACKING, ASSEMBLY, ERECTION PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING AND SIMILAR OPERATIONS." THE "INSTALLER" IS THE ENTITY (PERSON OR FIRM) ENGAGED BY GENERAL CONTRACTOR, ITS CONTRACTOR, SUBCONTRACTOR AND/OR ITS SUBCONTRACTOR FOR PERFORMANCE OF A PARTICULAR ELEMENT OF CONSTRUCTION, APPLICATION AND SIMILAR REQUIRED OPERATIONS. IT IS A REQUIREMENT THAT INSTALLERS ARE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. GENERAL FOR ENTIRE SITE CHARACTERIZATION OF WORK (C.O.W.) GENERAL NOTES 1. UNLESS OTHERWISE IDENTIFIED IN THIS UTILITY LIST, THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR PROVIDING AND INSTALLING THE COMPONENT(S) AND ITEMS FOR THE PROJECT. ITEM OWNER CONTRACTOR AIRPORT REMARKS FIRE EXTINGUISHER -- P -- CHAIN LINK FENCE -- P -- LOT STRIPING/PAVEMENT MARKING -- P SITE CURBING -- P -- "TIGER TEETH" TRAFFIC CONTROL DEVICE -- P -- CANOPY LIGHTING -- P -- PREFABRICATED GUARD BOOTH -- P -- BOLLARD S -- P -- SEE NOTE 1 GUARD RAIL -- P -- EXIT GATE ARM -- P -- EXTERIOR SIGNAGE P -- -- SEE NOTE 2 TRAFFIC SIGNAL P -- -- SEE NOTE 2 ENTRY/RETURN SIGN P -- -- SEE NOTE 3 REMAINING ENTRY SIGNAGE P -- -- SEE NOTE 2 REFLECTORS (9 ENTRY GUARD BOOTH -- P -- GENERAL NOTES 1. INCLUDES PAINTING. 2. FURNISHED & INSTALLED BY SIGNAGE CONTRACTOR HIRED BY HERTZ. GC TO PROVIDE CONDUITS, BOXES, AND ELECTRICAL AND COORDINATE WORK. 3. FURNISHED & INSTALLED BY SIGNAGE CONTRACTOR HIRED BY HERTZ. GC TO PROVIDE CONCRETE FOOTINGS, CONDUITS, BOXES, AND ELECTRICAL AND COORDINATE INSTALLATION. MAINTENANCE FACILITY CHARACTERIZATION OF WORK (C.O.W.) GENERAL NOTES 1. UNLESS OTHERWISE IDENTIFIED IN THIS UTILITY LIST, THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR PROVIDING AND INSTALLING THE COMPONENTS) AND ITEMS FOR THE PROJECT. ITEM OWNER CONTRACTOR AIRPORT REMARKS INTERIOR SIGNAGE -- P -- l HERTZ MIS EQUIPMENT P -- -- MIS CONDUIT -- P -- TELEPHONE EQUIPMENT P -- -- TELEPHONE CONDUIT -- P -- CARWASH EQUIPMENT F 1 -- 2 RECLAIM TANKS -- P -- RECLAIM TANKS PIPING -- P -- FIRE PROTECTION -- P -- -- MAINTENANCE FACILITY NOTES INCLUDES PAINTING. CARWASH VENDOR WILL SET UP EQUIPMENT AND ASSIST IN THE INSTALLATION. ELECTRICAL (HIGH AND LOW VOLTAGE) AND PLUMBING BY GC, START-UP BY CARWASH VENDOR. EXIT BOOTHS CHARACTERIZATION OF WORK (C.O.W.) GENERAL NOTES UNLESS OTHERWISE IDENTIFIED IN THIS UTILITY LIST, THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR PROVIDING AND INSTALLING THE COMPONENT(S) AND ITEMS FOR THE PROJECT. ITEM OWNER CONTRACTOR AIRPORT REMARKS PREFABRICATED GUARD BOOTHS -- P -- EXTERIOR SIGNAGE P -- -- SEE NOTE 2 INTERIOR SIGNAGE -- -- -- FURNITURE P -- -- HERTZ MIS EQUIPMENT P -- -- HERTZ MIS CONDUIT -- P -- TELEPHONE EQUIPMENT P TELEPHONE CONDUIT -- P -- HVAC -- P -- ELECTRICAL WIRING -- P -- TELEPHONE WIRING -- P -- OVERHEAD CANOPY -- P -- EXIT BOOTHS NOTES INCLUDES PAINTING. FURNISHED & INSTALLED BY SIGNAGE CONTRACTOR HIRED BY HERTZ. CC TO PROVIDE CONDUITS, BOXES, AND ELECTRICAL AND COORDINATE WORK. UTILITY RESPONSIBILITY GENERAL NOTES 1. UNLESS OTHERWISE IDENTIFIED IN THIS UTILITY LIST, THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR PROVIDING AND INSTALLING THE COMPONENT(S) AND ITEMS FOR THE PROJECT. ITEM OWNER CONTRACTOR UTILITY AIRPORT REMARKS GAS EXISTING WATER EXISTING SANITARY SEWER EXISTING ELECTRIC TO BE UPGRADED -- -- UTILITY COMPANY CHARGES X -- -- P UNDERGROUND ELECTRIC WORK -- -- -- -- -- CONCRETE TRANSFORMER PAD P -- -- -- -- -- -- -- -- TRANSFORMER AND ASSOCIATED WORK P 5 METER (BY UTILITY COMPANY) P -- 5 P P -- -- -- CONDUIT AND WIRING - -- 4 BUILDING ELECTRICAL WORK -- -- ELECTRIC NOTES 1. NOT USED. INCLUDES UNDERGROUND ELECTRIC SERVICE WIRING FROM UTILITY CONNECTION TO TRANSFORMER (PROVIDED BY UTILITY COMPANY). 2. INCLUDES TRANSFORMER AND CONNECTION OF UNDERGROUND SERVICE -TO TRANSFORMER (PROVIDED BY UTILITY COMPANY). 3. INCLUDES ALL CONDUIT AND WIRING WORK BETWEEN TRANSFORMER AND ELECTRICAL METER. 4. INCLUDES ALL CONDUIT AND WIRING BETWEEN ELECTRICAL METER AND BUILDING SWITCHGEAR, INCLUDING CORRESPONDING TRENCHING AND BACKFILL. 5. SCOPE OF WORK PROVIDED BY UTILITY COMPANY, ASSOCIATED COSTS INCURRED BY HERTZ. UNLOAD: THE TERM "UNLOAD" (SIGNIFIED BY "U" IN THE ABOVE CHART) IS USED TO RECEIVE, UNLOAD, KEEP AND INVENTORY, STORE AS NECESSARY, AND TO DISTRIBUTE TO A DESIGNATED AREA READY FOR UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS. WHERE IT IS INDICATED THAT CONTRACTOR SHALL "UNLOAD" AND OWNER "INSTALL", THE FUNCTIONS DESCRIBED IN THE IMMEDIATELY PRECEDING PARAGRAPH SHALL BE GENERAL CONTRACTOR'S RESPONSIBILITY. X: WHERE AN ITEM IS DESIGNATED WITH THE LETTER "X", IT IS THE OWNER'S RESPONSIBILITY TO INCUR ALL COSTS ASSOCIATED WITH THE ITEM. PROCUREMENT OF THE SERVICES AND SUPERVISION AND COORDINATION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. ALLOWANCE: THE TERM "ALLOWANCE" (SIGNIFIED BY "A" IN THE ABOVE CHART) MEANS THAT THE COST FOR THE ITEM INDICATED IS DEFINED IN THE SCHEDULE OF ALLOWANCES, SECTION 61621 - CASH ALLOWANCES. NOTE: UNLESS OTHERWISE INDICATED, THE OWNER, AS DESIGNATED WITHIN THESE SCHEDULES, AND THROUGHOUT THE ENTIRE CONSTRUCTION DOCUMENT SET SHALL MEAN THE HERTZ CORPORATION. OWNER SUPPLIED AND NEGOTIATED ITEMS ITEM ELECTRICAL CONTRACT / QUANTITY ITEM MANUFACTURER/MODEL ROOM LOCATION VENDOR REMARKS NO. REQUIREMENTS PRICING BELANGER, INC. SEE REFER TO BELANGER 1 AUTOMATIC DRIVE-THRU CARWASH BELANGER CAR WASH # 114 MARKO KOTONEN ELEC. C CARWASH DWGS FOR SYSTEM - BELANGER TEL. 248-380-7514 DWGS. DETAILS. SEE PARKING/STAGING AREAS - SIGNAGE -- HERTZ (PAVEMENT MARKING AND STRIPING PARKING HERTZ ELEC. G BY GC) 2-"HERTZ" SIGNS DWGS. PHILADELPHIA SIGN CO. SEE -- 2 ILLUMINATED BUILDING SIGNAGE MALCOLM WHITLEG ELEC. C SEE NOTE 3 SERVICE COUNTERS, INSERTS, WORK CUSTOMER SERVICE TEL. 856-829-1460 DWGS. F SEE EXCELL STORE FIXTURES INC. SEE PLAN. STATIONS, TABLES, AND CABINETS JIM NOVAK ELEC. TEL. 856-829-1460 DWGS. INTERIOR COMMERCIAL SIGNS (INCLUDES CUSTOMER SERVICE & PLANSERLINE INC. SEE -- EMERGENCY, ROOM I.D. AND WAYFINDING VARIOUS BOB BINSON ELEC. F SIGNS) TEL. 800-444-7446 TFC CANOPY DWGS, SEE EXIT BOOTH REFER TO TFC DWGS -- 1 CANOPY OVER EXIT BOOTHS CARRY HENDERSEN ELEC. D FOR DETAILS. TEL. 260-357-6655 EMPIRE OFFICE INC. DWGS. SEE SEE CUSTOMER SERVICE - -- PLAN. FURNITURE WAITING AREA & OFFICE, ELLEN KAPLAN ELEC. G TEL. 212-607-5863 DWGS. CUSTOMER SERVICE SEE -- HERTZ NON -ILLUMINATED BUILDING SIGNAGE BUILDING HERTZ ELEC. G SEE NOTE 5 DWGS. 1 GOLD FINGER CANOPY C -- ELECTRONIC STALL SIGN INDEX SEE ELEC. DWGS. CUSTOMER SERVICE SEE -- -- QUEUING SYSTEMS AREAS IN CUSTOMER TBD ELEC. G SERVICE # 100 DWGS. NOTES: 1. REFER TO THE PLAN OR ENLARGED PLAN FOR THE EXACT QUANTITY OF THE EQUIPMENT. 2. SEE DRAWINGS FOR LAYOUT OF REQUIRED SHELVING. VERIFY WITH OWNER. 3. SUPPLIED AND INSTALLED BY SIGN CONTRACTOR HIRED BY HERTZ. GC TO PROVIDE CONDUITS, BOXES, ELECTRICAL AND COORDINATION. FINAL ELEC. CONNECTION BY SIGN CONTRACTOR. 4. SUPPLIED AND INSTALLED BY SECURITY CONTRACTOR HIRED BY HERTZ. GC TO PROVIDE CONDUITS, BOXES, ELECTRICAL, POLES, FOUNDATION, AND COORDINATION. 5. SUPPLIED AND INSTALLED BY SIGN CONTRACTOR HIRED BY HERTZ. GC TO COORDINATE WORK. SEE INDEX DRAWINGS. CONTRACT CONDITIONS AND PRICING KEY A B C D E F G GC FURNISHES AND INSTALLS GC PURCHASES DIRECTLY GC PROVIDES SERVICES TO GC HIRES SOLE -SOURCE CONTRACTOR HIRES SPECIALTY CONTRACTOR RECEIVES, ITEM PROVIDED AND INSTALLED ALL (TYPICAL WHERE NO FROM PROPRIETARY HERTZ AND BETWEEN EQUIPMENT, DESIGN -BUILD VENDOR AND CONTRACTOR FROM HERTZ STORES, ASSEMBLES AND BY HERTZ OTHER VENDOR IS INDICATED VENDOR WHICH IS PURCHASED PROVIDES ADDITIONAL PRE APPROVED LIST. HERTZ INSTALLS ITEMS FURNISHED BY IN DOCUMENTS) SEPARATELY BY HERTZ SERVICES FOR INSTALLATION FURNISHES ITEMS HERTZ CONTRACTOR INCLUDES HERTZ HERTZ FURNISHES ITEM UNDER CONTRACTOR SUBMITS OWN HERTZ PROVIDES ITEM UNDER CONTRACTOR INCLUDES HERTZ HERTZ FURNISHES ITEM UNDER HERTZ FURNISHES ITEM UNDER BID PRICE PRICE AS PART OF BID SEPARATE P.O. PRICE AS PART OF BID SEPARATE P.O. SEPARATE P.O. SEPARATE P.O. CONTRACTOR PRICES INSTALLATION SERVICES GREENBERG FARROW ARCHITECTURE ENGINEERING P L A N N I N G a a a 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect onrd is nol to be used for any purpo,o other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRA WING ISSUE RECORD DATE DESCRIPTION 03/31 /05 95% REVIEW SET TO HERTZ 04/12/05 BUILDING PERMIT SET REVISIO)v RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN Cl/ARBE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECTMANE THE HERD C®RP®NTION FaCIII es IS Construction CAR RENTAL(M) FACILITY 3050 CARRIER AVEMUE SAMFORD, FLORIDA Heitz PROJECT NUMBER 20050184.5 SHEET TITLE GENERAL/C.®. IWr, OWNER SUPPLY ITEMS, UTILITY RESPONSIBILITY SCHEDULES & NOTES SHEET NUMBER L- -1 F D n D L I i I I I I I I I I I I I I I I i I I I UNDERGROUND / I FUEL 'TANK - SEE CIVIL & I r" VENDORS DWGS iFOR EXACT LOCATION AND I SIZE. ( UNDERGROUND - RECLAIM TANK LOCATION- SEE VENDOR'S DWGS. FOR DETAILS FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NORTH 2 2.3 2.7 3 - - - - - - - - - - - - - - - - ----------------------------------------------------� FUTURE FUEL ISLAND I I I (TYP.)- SEE SPECS 4 I GENERAL_ NOTES: 1. FIRE EXTINGUISHERS - SUPPLIED AND INSTALLED BY CONTRACTOR, TYPE, LOCATION AND NUMBER BY FIRE MARSHAL'S INSTRUCTIONS. 2. G.C. TO PROVIDE PROPER WOOD BLOCKING IN MTL. STUD WALLS FOR ALL WALL SUPPORTED ACCESSORIES, PANELS, SHELVES, CABINETS, EQUIPMENT, ETC.. 3. SEE CIVIL DOCUMENTS FOR INFORMATION ON GRADES. 4. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD UNLESS OTHERWISE NOTED. 5. ALL LUMBER (PLYWD, BLOCKING, BUCKS, ETC.) USED IN WALL CONSTRUCTION SHALL BE FIRE RETARDANT TREATED, 6. NOT USED. 7. INSTALL VERTICAL EXPANSION JOINT PER DRYWALL MANUFACTURER RECOMMENDATIONS. 8. ALL BOLLARDS SHALL BE SUPPLIED AND INSTALLED BY GEN. CONTRACTOR IF SHOWN ON FLOOR PLAN. 9. COORDINATE EXACT LOCATION OF RECESSED GALVANIZED DRIP PAN W/ -ECEND: xh xx�> CMU WALL ACOUSTICAL INSULATION WALL (STUD) 1-HR RATED STUD WALL PARTITION TYPES INTERIOR 15 0 CAR WASH SIDE 4� 1 HR. RATED 12" CMU WALL UL# U906, FROM FLOOR SLAB TO DECK ABOVE. 1-HR. HEAD ASSEMBLY UL# 7 FIW-D-0026. INTERIOR 00 0 BACKWALL INTERIOR " 1 HRS. RATED 12" CMU WALL UL# U906, FROM FLOOR SLAB TO DECK ABOVE. 1-HR. HEAD ASSEMBLY UL# mrrraino HW-D-0026. EXTERIOR 0 0 BACKWALL EXTERIOR EXTERIOR IDE INTERIOR EXTERIOR IDE INTERIOR ALTERNATE #1 INTERIOR O 12" CMU „ - G 8" CMU � INTERIOR 15 6" CMU 1 INTERIOR 7/8"x 20 GA. METAL x FURRING CHANNELS 16" O.C. 5/8" GYP. BD. TO 6" ABOVE ACT/HARD CEILING OR TO INTERIOR BOTTOM OF ROOF DECK WHERE NO CEILING OCCURS 1 INTERIOR ® 1/2" GYP. BD. SUBSTRATE (USE MOISTURE RESISTANT CYP. BD.) I @ 3/4" PLYWD. SUBSTRATE > INTERIOR O CONT. BOTTOM TRACK 15 ® CAR WASH SECURED TO CONC. WITH SIDE POWDER ACTUATED INTERIOR FASTENERS 16" O.C. 1 CONTINUOUS ROOF/FLOOR DEFLECTION TRACK SECURED TO BOTTOM OF ROOF/FLOOR DECK O 6" METAL STUDS 16" O.C. ® RESTROOM SIDE(MAINT.) TO STRUCTURE ABOVE. INTERIOR ®SOUND ATTENUATION BATT INSULATION INTERIOR 0 RESTROOM SIDE O 5/8" MOISTURE RESISTANT GYP. OnO©(90 8 BD. PER FINISH SCHEDULE 4" C-T SHAPE METAL 7 O 5 © STUDS © 16" O.C. WITH INTERIOR Q CERAMIC TILE (SEE ROOM FINISH SCHEDULE) AT INTERIOR RESTROOM SIDE AT 8'-0" ®O A.F.F. © STUCCO FINISH ON EXTERIOR WALL WITH GROOVES AND COLOR PER HERTZ'S FIELD REPRESENTATIVE ' INTERIOR 13 INSULATING INSERTS IN EXTERIOR 12" CMU WALL - SEE SPECS. ACCENT METAL PANELS PER 1 O- INTERIOR HERTZ'S REQUIREMENTS- SEE DWG. A5.2 FOR DETAILS. r� F.R.P. PANELS FOR CAR ~\ 1 k I �+ 15 WASH- SEE SPECS INTERIOR KQ ®CAD HALL-2 SIDE 1 LAYER OF 5/8" GYP. BD. TO UNDERSIDE OF ROOF DECK. 1 HR. RATED NON -BEARING WALL ALTERNATE # 1 NOTES 1 • REDUCE SIZE OF CUSTOMER SERVICE AREA AS SHOWN. SEE DWG. 2/A1.0 2. MAINTENANCE BAY TO BE USED AS A STORAGE AREA. ROTARY LIFTS AND EQUIPMENT TO BE INSTALLED IN THE FUTURE. 3. TRENCH DRAIN AND DRIP PAN AT MAINTENANCE BAY TO BE INSTALLED IN BASE BID. B I nl A I HALL-1 -7 1 Q.5 r HALL-1 - 11[1fJ71 Y 1 U5 �,- J!r Tim HALL-2 11Q?1T 11 11(PZ < 10 + _ 11Q� 6 �fi F'VEND.: VEND j. HALL-3JALL-3 110 110 L � I PROVIDE ELEC. OUTLETS 1 U'-U" O.C. (TYP.) \© 5'-0" HIGH AFF - i SEE ELEC. DWGS �' _ GYP. BD. - SEE PARTITION DETAILS ACOUSTICAL IN56L. l AROUND TOILET (TYP.) i J mmm 1 Fl;G@N11 I 0 ALTERNATE # 1 --- ,� i w � \ I I I GYP. 0 _- BD. SE E PARTITION DETAILS \\ I <^\\ ---------------- ... ... �..A.'N',D'S.C'A. P'.I-.N. G. ;(SEE.'DWG: •L.=.2): . .... .`... He RAMP J S I D E W A L K - _ S I D E W A,I L K _=�_ UP 5'-0" 2' }O" 10'-0" 1, 5'-0" [ 10'-0" 10'-0" 1 20'-0" II 60'-0" 1 2 FLOOR PLAN ALTERNATE 1 A1.0 SCALE: 1/8" = 1°-0" (SEE ELEC. DWGS FOR OUTLETS) m 0 I PLAN NORTH GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ® m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE Fhis drawing is the property of the ahove referenced Architect and is not to by used for ony purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect BRA WING J3S11E RECORD DATE DESCRIPTION 02 21/05 PROGRESS PLOT 03 01 05 REVISED FLOOR PLAN WITH FUTURE CS COUNTERS 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 3] 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DA 1E DESCRIP [ION PROFESSIONAL SFAS PROFESSIONAL IN CRARRE RICHARD RHODES PROJECT MANAGER LUIS 8UENAVENTURA, AIA QUALITY CONTROL W. DRURY ---- PROJECT NAME THE HERTZ CORPOMTION Facilities & Construction HE'RU CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLONDA q� J it PROJECT NUMBER 20050184.5 SHEET TITLE FLOOR PLAN & DETAILS SHEET NUMBER I D L o- G)- 2 2.3 2.7 T 4 I I I I 1 t L®OR FINISHES PLAN [-'LAN NUK I H A1.1 SCALE: 1'-0" FLOOR FINISH PLAN LEGEND: FLOORING CARPET MANUFACTURER: BENTLY PRESTIGE PLUS # 125 STYLE: PRATO PA36-6486 COLOR: ARDESIA- BLACK/GOLD NOTE: CUSHIONED BACKING PTT-1 PRECAST TERRAZO TILES MANUFACTURER : WASAU STYLE : WM720 COLOR: LIGHT GRAY— WHITE — (FIELD) SIZE : 12' X 12" GROUT : MANUFACTURER : MAPEI COLOR : PEARL GREY (GROUT SEALER TO BE USED) PTT-2 _PRECAST TERRAZO "TILES MANUFACTURER : WASAU STYLE : WM732 PT(-2 COLOR: MEDIUM GRAY SIZE : 12' X 12" GROUT : MANUFACTURER : MAPEI COLOR : PEARL GREY (GROUT SEALER TO BE USED) —C PTT-3 PRECAST TERRAZO TILES ` MANUFACTURER : WASAU STYLE : WM734 COLOR: DARK CRAY— (ACCENT) PTT-3 SIZE : 12" X 12" GROUT : MANUFACTURER : MAPEI COLOR : PEARL GREY (GROUT SEALER TO BE USED) BASE RB-1 RUBBER BASE (RB) MANUFACTURER: JOHNSONITE COLOR: # 48 SIZE: 4" HEIGHT (1/8" THICKNESS/ROLL GOODS) CTB-1 CERAMIC TILE BASE CTB-1 ALTERNATE #1 60'-0" 2 FLOOR FINISHES PLA A1.1 SCALE: 1 /8" = 1'-0" LEGEND: INTERIOR STUD WALL CMU WALL ACOUSTICAL INSULATION WALL ( STUD) 1—HR RATED STUD WALL - 1 —HR RATED CMU WALL v uuu�� RUBBER ER TILES MANUFACTURER: JOHNSONITE COLOR: #4339 SEE A6.0 FOR DETAILS RT-2 RUBBER TILES uu�u MANUFACTURER: NORA RUBBER TILES W/ 1 " PAD COLOR: #4339 SEE A6.0 FOR DETAILS CT-1 CERAMIC TILES ES-1 EPDXY SEALER BF-1 MEDIUM BROOM FINISHED CQNQRET E.J.: EXPANSION JOINT IN FLOOR SLAB REFER STRUCT. DWGS. FOR DETAILS C.J.: CONTROL JOINT IN FLOOR SLAB - REFER STRUCT. DWGS, FOR DETAILS PTB-1 - ALTERNATE PRECASF TERRA BASE (PTB-1 MANUFACTURER: WAUSAU STYLE: ONE PIECE BASE- POLISHED BEVELED TOP EDGE COLOR: WM720 (LIGHT GRAY) SIZE: 6" HIGH NOTE: 1. BASE TOP EDGE TO BE BEVELED 2. TOE KICK/BASE OF CUSTOMER SERVICE COUNTER 'TO HAVE TERRAZZO BASE 101 PLAN NORTH GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING 0 IN 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect grid is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in ony manner without the express written permission from the Architect D)M WING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431 Z05 95% REVIEW SET TO HERTZ 04 12/05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESS/ONAL /N CRARGE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECT NAME THE HERTZ CORPORATION Fucllltles & Construction HERTZ CAR RENTAL(M) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA 112 A PROJECT NUMBER 20050184.5 SHEET TITLE c 0 y 2.3 2.7 3 4 1'% L-1 L. V I L.L/ %.* IL I L.I I V V f L.I`11 V �.2SCALE: 1 /8" = 1'-0" C) REFLECTED CEILING PLAN LEGEND: 2x4 2' X 4' FLOURESCENT LIGHT FIXTURE 4'x 6" WALL MOUNTED FLOURESCENT LIGHT ® 6"x4' FIXTURE ABOVE LAVATORIES t 4' LONG FLOURESCENT LIGHT FIXTURE 8' LONG FLOURESCENT LIGHT FIXTURE 8' SECTION WALL MOUNTED LIGHT FIXTURE ALONG DROP CEILING RECESSED TROFFER LIGHT FIXTURE EXIT SIGN HUNG FROM CEILING PENDANT MOUNTED FIXTURE SPRINKLER HEAD MECH. GRILLE ALTERNATE #1 LEGEND: INTERIOR STUD WALL < :fi CMU WALL ® ®"® ACOUSTICAL INSULATION WALL (STUD) 1 -I-IR RATED STUD WALL 1-1-IR RATED CMU WALL G-1 GYPSUM BOARD CEILINGS: (PAINTED) NOTE: REFER TO PAINT SECTION FOR COLOR. (HOUR RATED AT EXIST. STAIR TO MATCH EXIST.) MP-1 — SOFFIT CEILING PANEL (MP -- MANUFACTURER: CHENEY FLASHING COMPANY _ -- STYLE: FASCIA PANEL SYSTEM — #780 COLOR: CHENEY SA 100 FINISHES — #103 BLACK -- SIZE: NET WIDTH 25" OR 36", 1 /2" DEPTH, --- 7/8" WIDE BATTENS 0 3 3/4" O.C. ACP-1 ACOUSTICAL CEILING PANEL ACP : MANUFACTURER: ARMSTRONG STYLE: CIRRUS — 589 COLOR: wHi rE SIZE: 4' X 2' (CEILING TILE AND GRID) ACP-2 ACOUSTICAL CEILING PANEL (ACP' MANUFACTURER: ARMSTRONG OPTIMA PLANK #3261 WITH 9/16" INTERLUDE XL DIMENSIONAL TEE SYSTEM SIZE: 24" x 72" x I" SUSPENDED ACOUSTICAL CEILING TILE NOTE: FOR ACCESS THROUGH GYPSUM BOARD/ACP CEILINGS TO PLUMBING AND HVAC ADJUSTMENTS/MAINTENANCE, PLEASE REFER MECHANICAL AND PLUMBING DWGS. 2 REELECTED CEILING PLAN -- ALTERNATE 1 PLAN NORTH L 2 SCALE: 1 /8" = V-0" GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ■ ® ■ 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site norned herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAINING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SEF REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SE/ PROFESSIONAL IN CNARRE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECT NAME THE HERTZ C®RP®RMTION FeCllitles & Construction HERTZ CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE REFLECTED CEILING .PLAN LEGEND $MEET NUMBER Al 92 F_ i (D i a - O- 0-- 2 2.3 2.7 3 40'-0" 10'-0° l K'74 ROOF PLAN �.o SCALE: 1 /8" = V-0" PLAN NORTH C� VIDE PPERS .)-SEE DTL. 2.1 & 1 O/A2.1 C 0 G NOTE: * SEE STRUCTURAL DWGS. FOR ROOF FRAMING PLAN. * SEE MECHANICAL DWGS. FOR HVAC DETAILS. ALTERNATE 1 60'-0" ),,R00F PLAN - ALTERNATE 04 LEGEND; MECHANICAL UNIT WITH PROTECTIVE WALK PAD & CRICKET LINE OF FULL HEIGHT WALL TO UNDERSIDE OF ROOF DECK LINE OF ROOF JOIST BELOW (VERIFY LOCATIONS W/ STRUCTURAL DRAWINGS) aEXHAUST FAN PLAN NORTH -1 GRFFNBERG FARROW ARCHITECTURE_ ENGINF_F_RING PLANNING ® ® m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE [his druwiny is the property of the above eferenced Architect and is riot to be used for any purpose other than the specific project and site named herein, and cunnot be reproduced in any rnunner without the express written permission frorn the Architect BRAWIN& ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 0.3 28 05 75% REVIEW SET 03 31 05 95% REVIEW SEF TO HERTZ 04/12/05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAS PROFESSIONAL IN CHARGE RICHARD RHODES PROJECT MAMA ®ER LUIS BUENAVENTURA, AIA QUAUTT CONTROL W. DRURY PROJECT NAME THE HERT7 CORP®RIATI®N Facilities & Construction HEM CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE ROOF PLAN SHEET NUMBER A200 L_ F_ a HVAC UNIT MOUNTING FRAME FOLLOW DETAILS & NAILER STRIP--,—. - ,MANUF. FOR LAP SPLICES, AS TO \ MAINTAIN WARRANTY. SEALANT — HVAC CURB BY RTU MFR. LAP SEALANT SLOPE BOTTOM OF CURB p z MEMBRANE ROOFING x z = TO MATCH ROOF SLOPE— -FOP OF CURB -TO BE & WALK PADS — SEE SPECS i' LEVEL xf 1" RIGID INSULATION � raj ��Y�x �� ' -� �k"� �`� STL. PLATE. (SEE STRUCT.) HVAC CURB BY RTU MFR. RIGID INSULATION EXIST. METAL DECK BOTTOM OF CURB TO BEAR ON FRAMED STEEL OPENING STL. ANGLE FRAMING NOT ON ROOF DECKING (SEE STRUc T. DWGS.) K'7"�DETAIL e ROOF CURD A2.1 SCALE: 1 1 /2" = V-0" NE 4 VETAIL AT PIPE PENETRATION A2.1 SCALE: 1 1 /2" = 1'-0" VERT. LEG AT JOISTS 1 DETAIL- JOIST BRACING FOR SCREEN_(A A2.1 SCALE: N.T.S. ONE PIECE SHOP FABRICATED METAL SCUPPER NOTE: (4" X 8") VERIFY SCUPPER OVERFLOW WITH SIZE IN FIELD PRIOR 4" FLANGES MIN. TO FABRICATION AT SIDES AND 6" MIN. AT TOP ROOF CRICKET AND BOTTOM VALLEY (TYP.) SLOPE TO ROOF SINGLE ® DRAIN MEMBRANE C / SYSTEM ROOF DRAIN LOCATION ROOF' DRAIN & OVERFLOW 9 SCUPPER SCHEMATIC A2.1 ASH P OF .ASH III 5 DETAIL AT VENT STACK A2.1 SCALE: 1 1 /2" = 1'-0" 3/16" " 2" 04 x5.4 DIAL. BRACING 3/16" 2" 3/16" "2" 3/16" 3/16" 4" 3/16" 4„ CAP PLATE 6 x 6 x1 /2" TS 4 x 4 x 1/4 COLUMNS 3/16" (SEE PLAN FOR LOCATION) I W6x9 J MAX. LARGE LOW PROFILE DOME STRAINER 'K 'K MEMBRANE ROOF X SYSTEM COMBINED CAST IRON /�` HEAT WELDED LAP GRAVEL STOP & CLAMPING x,X' " ' (REFER TO RING SET IN WATER CUT—OFF SEALANT AT tz MASTIC EXTEND ROOFING PERIMETER ` MANUFACTURER MEMBRANE INTO DRAIN BODY i SPECIFICATIONS) 1 /2" MIN. AND SECURE ONE PIECE GALVANIZED Q� MEMBRANE ROOF METAL FLASHING AND � SLOPE 1/4" ON RIGID INSUL. TAPER INSUL. TO DRAIN RELIEF SCUPPER. ``' PAINT EXPOSED METAL TO MATCH CONCRETE WALL PANEL ; x �, ����� �X<. < ���.. , •x PRESSURE TREATED ;, r WOOD BLOCKING FOR SCUPPER AS REQUIRED �.�<, %". ,n v <. { X' ROOFING MEMBRANE 12" INSUL. CMU ON 1—Yz" STL DECK WALL W/ INSERTS r X x K.� / ON STL. JOISTS /` < / Y < STL. JOIST x;x ,l r / =fir \/� >/ K DRAIN PIPE (SEE I PLUMB. DWGS.) X 3/16" STL. < PLATE, 1-1 /4" C� 3'x 3 x 1/4" 2'-0"W x 7'-0"x 16 Z STEEL ANGLE LONG X 1"WIDE, WELD TO STL. PLATE GAUGE STEEL PLATE WITH 1/2" DIA. HOLE CENTERED p 3N 3% 1/4" 1 /2" FROM 1 /8" 1 (9 2" 1 /B" 1 ' ® 2" V STEEL ANGLE WELD TO STL. OUTER EDGE, ri0 R 0 0 F DRAIN SCUPPER DETAIL 0 O CRIMPER PLATE AND OUTER EDGE STL. HINGES �_lSCALE: 1 /2" = 1 �-O" TO STRS L ANGLED STEEL HINGE _ jBAR_ WELD TO STL. ANGLE ROOF HATCH &FRAMING `�STEEL HASP WELD1' DIA SOLID _ MOUNTING FRAME o FOLLOW MANUF. DETAILS TO STL & LOCATEBE SIZE RUNGS & NAILER STRIP FOR LAP SPLICES, AS TOMAINTAIN WARRANTY. LOCK —SLOT, ON STL CHANNEL FLASHING W/ SEALANT SITE RAIL GRIND SMOOTH ALL STEEL EDGES ROOF CURB SLOPE 11-6" o ROOF MEMBRANE BOTTOM OF CURB TO !. MATCH ROOF SLOPE — 'TOP OF CURB TO BE z j LEVEL 1" RIGID INSULATION r- FACE OF WALL _ - - F.R.T. WOOD NAILERS AS _- - - -�_ REQUIRED -TO MATCH - - — -- - THICKNESS OF INSULATION ��" �K �,� / y ` x STEEL ANGEL FOR FRAMED �' `�•/�,�� �:' OPENING (SEE STRUCT.) ' v ; ��. ; ! �`r < �61)ETAIL - ROOF CURE ®ROOF HATCHr8**NPLAN DETAIL ®LADDER GUARD A2.1 SCALE: 1 1 /2" = 1'-0" - A2.1 SCALE': 3/4" = 1 •-0" C4 x5.4 BETWEEN COLUMNS v/ FACTORY FINISHED EDGING TO MATCH COLOR/FINISH OF - M-TL. PANEL. NOTE: 3/16" 2" FASTEN TO STEEL SUPPORTS ALL EXPOSED STEEL ABOVE ROOF USING #2 TEKS W/ NEOPRENE LINE 'TO MATCH PAINT WASHERS @ 12" O.C. VERT. C4 x5.4 DIAL. (TYPICAL) BRACING FACTORY FINISHED MTL. WALL PANEL. PAINT TO C4 x5.4 BETWEEN COLUMNS MATCH #4 (BOTH SIDES) TS 4 x 4 x 1/4 COLUMNS 1 (SEE PLAN FOR LOCATION) fi 3 16" 2° - -ti - YP. EACH 3/16" 2" 3 16" 2 1 2" CHANNEL 3/16" 2 1 /2' TO TS COL. TS 4 x 4 x 1/4 COLUMNS 3 16" 4" (SEE PLAN FOR LOCATION) 3/16" 3/16 4" 4 W6X9 C4 x5.4 BETWEEN COLUMNS \ 3 Ll6" 2 1 2" CHANNEL CAP PLATE FLASHING AROUND PIPE COL. 3/16" 2 1/'L" TO TS COL. 6 x 6 x1/2"I A5 PER WARRANTY REQ'TS. �j TS 4 x 4 x 1/4 COLUMNS 3/16" (TYP ROOFING MEMBRANE ON 3" INSUL. C4 x5.4 BETWEEN COLUMNS (SEE PLAN FOR LOCATION) ON STL DECK ON STL JOISTS --� -- STL. PLATE (4"W x 8"L) 4 1 /L" x 4 1 /2" MAX, > ~\ W/ (4) 1 /2" 0 BOLTS STEEL TUBE SLEEVE `� �� _= (ATTACH TO BASE PLATE TO TOP CHORD OF JOIST PER 'TYPICAL STRUCTURAL (ALL EXPOSED STEEL I IL DETAILS) WELD ALL AROUND \� / �� BELOW ROOF DECK TO SLEEVE AND TUBE ABOVE ROOF. MATCH PAINT #2) (TYP.) 12 A .0 STL JOIST NOTE: TUBE STEEL COLUMNS/BASE PLATES TO BE LOCATED OVER PANEL POINTS OF OPEN WEB STL. BAR JOISTS DETAIILZ 2 DETAIL-- SCREEN FRAMING ALTERN A2.11 SCALE: 1/4 " = 1'-0" DETAIL 3 DETAIL® ROOF TOP UNIT SCRE A2_1 SCALE: 1/4" = it —on DETAI GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING m ■ N 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the properly of the above eferenced Architect and is not to be used for any purpose other than the specific project and site named herein, and connot be reproduced in any manner without the express written permission frorn the Architect BRA WING ISSUE RECORD DATE DESCRIP [ION 03 31 Z05 95% REVIEW SET 04 12 05 BUILDING PERMI'r SET REVISION RECORD NO. DA fE DESCRIP [ION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA 4VALITY CONTROL W. DRURY PROJECT NAME THE HERTZ CORPORATION Facilities & Construction /� HERTZ CAR RENTAL(QTAI FACILITY 3030 CARRIER AVENUE SANEORD, FLONDA s PROJECT NUMBER 20050184.5 SHEET TITLE - Rom X _ETArLs SHEET NUMBER A2*1 P L— F- PREFAB. METAL SCREEN WALL PANELS TO MATCH FUEL ISLAND CANOPY FASCIA. A B I 34'-0" TOP OF MA EL.=18'-0" PREFAB ALUM. FASCIA E D SCUPPER (TYP.) PANEL 0 FUEL ISLAND CANOPY W/SEAMS 0 5'-0" O.C. - COLOR TO MATCH STUCCO FINISH OF I 20'-6" I 25'-4" BASE +I II I C.J. C.J C.J. ca �t I i2 6" CONC. ISLAND, 0 GAS PUMP (TYP.) LINE OF FOOTING (TYP.) FUEL ISLAND STUCCO ON CMU W/SMOOTH FINISH, SCORED HORIZONTALLY Q 2'-8" O.C. & VERTICALLY 5'-0". PAINTED WHITE (SHERWIN WILLIAMS PERMA WHITE SW 2130) BASE (2'-0" HORL) PAINTED LIGHT GRAY (SHERWIN WILLIAMS MONORAIL SILVE SW 2121) C D E ELEC. LIGHT FIXTURE (TYP.) PREFAB ALUM. FASCIA PANEL 30'-Wl !, 25'-4" ! 20'-6" I FUEL ISLAND CANOPY W/SEAMS @ w — - — -- -rn kA ATn11 4 RIGHT SIDE A3.0 SCALE: 1 /8" = it ROLL UP DOOR — MAINTENANCE BAY ELEVATION 3 LEFT SIDE SOUTH ELEVATI 0 A2.0 SCALE: 1/8 " = 1'-0" 2 VRONT EAST ELEVATION A3-01 SCALE: 1/8 a — 1'-0" LINE OF FOOTING (TYP.) TOP OF MA EL.=18'-0" FINISH FLOOR EL.=O'-O" ALTERNATE #1 3 2.7 2.3 2 40'-0" 10'-0„ GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING m w m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE Ihi5 drawing is the property of the above referenced Architect and is not to be used for any purpose other 'than the specific project and silo named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 63/14/05 507. REVIEW SET 03 28/05 75% REVIEW SET 0.3 31/05 95% REVIEW SET TO HERTZ 04/12/05 BUILDING PERMI C SET REVISION RECORD NO, DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARBE RICHARD RHODES PROJECT MAMA®ER EL EQUIP. ALTERN ATE # 11. LUIS BUENAVENTURA, AIA - QJIAJTY CONTROL W. DRURY PROJECT NAME 2 1 THE HERTZ CORPORATION Fncilltles R Construction HE'R17 CAR RENTAL(QTA) SCUPPER (TYP.) FACILITY I TOP OF CANOPY 3050 WRIER AVENUE TOP OF MASONRY mv SANFORD, FLOR/DA CID C.J. C.J. C.J. C.J. C.J. C.J. C.J. -I co I C111 c _ m I - O° co I PROJECT NUMBER ------- ------- - _ ___.. _ .._. ----- -------------- -- -- -- - 20050184.5 --- _ - -- -- - — - f' — - _ . S - — ---7�>; o I $fIE TITLE �� .:........... ',;.,,. �, FINISH FLOOR - - - EL.=O'-0 OVERALL - - - - - - -� EXTERIOR BUILDING BAY NOTE: ELEVATIONSMAINTENANCE FUEL ISLAND EQUIPMENT NOT CUSTOMER SERVICE ALT. 1/PHASE 2 CARWASH SHOWN FOR CLARITY, L J F_ FUEL ISLAND 6" CONC. ISLAND, @ GAS PUMP, TYP. L - J LINE OF FOOTING, TYP. 3 5 6 ROOFTOP UNIT 7 A4.0 ROOFTOP UNIT SCREEN T.O.M_ASONRY 1 �A4.o ' A4.0 ®A4.0 SCREEN PANEL D ' ROOFTOP UNIT P.C.H.0. 11 C I P.C.H.C. ( B i A 1 AN EL BEARINGI 1 IVANEL BEARING EL.-14'-8' H�F 1 1 I 1L.=15'-4" H,P. I 1 1 TOP OF MASONRY 1 1 I\ 1 1 �f---- ,17�_-0 - n p o p n r� n o n o r o C, c i 1 r l o n o o n o o r o PANEL BEARING L_P 1 - 1 I CAR WASH BAY I - - - - - - EL.=14'-8" L.P. 7 I I 1 1 r OROLL UP 1 1 1 A4.1 I I 1 1 1 1 1 1 1 i VACU/ MAINTENANCE BAY I I A TEL./DATA 1 COMP I 1 _ FRONT CANOPY rf 1 IMEN'S 1 1 ELEC.; BREAK i f OVER ENTRANCE I(MAINT.)1 1 f` o ROOM 1 17tI I 1 r 1 1 I s F 1- \ / FLOOR 1 -FINISH OR t 1 `'F Y 1 •r.�ri �.1 ,, � ,,.,,, I>,,� �',,:, � .ir� .'r� � j /i�l,r�tr, T�. I � , :g,•�\ :�1-: A4.2 r-"NBUILDING SECTION A4.0 SCALE: 1 /8" = 1'-0" D ROOFING MEMBRANE OVER 1-1/2" RIGID INSULATION ROOFING MEMBRANE OVER OVER 1-1/2" MTL. DECK 1-1/2" RIGID INSULATION (SEE SPECS) OVER 1-1/2" MTL. DECK T.O.MASONRY 1 (SEE SPECS) EL.=18'- \ A4.1-F.O.MASONRY EMN END".. ..-.r ,+ nr r r w ..n, /+ , r- .+. . ter:•, rrxnx: nrnnn x-rnr rr rrr.-rr r r . r.. . , .J r , .• r. . t l \ \ x7. / vIK STL. JOIST (SEE !"!l """MO STRUCTURAL) X ., x STL. JOIST (SEE %t T._O.MASONRY - STRUCTURAL) X ' K EL.=14>- -8 GROUT CMU WALL PANELS rf EXTERNAL WALL %` r ,-, X:` LIGHT FIXTURE , FUEL VACUUM ISLAND X; COMPRESSOR ,X \X 12" CMU W/ INSUL. INSERTS 7 . ', (TYP.) @ EXTERIOR { Y2" PREFORMED EXPANSION JOINT - <` ,\ Z SEE STRUCT. DWGS. & SPECS. 2" RIGID INSULATION X X., 12 CMU FOUND. WALL W/ CONT. IN `� %� / �� �``/ CONTINUOUS 6 MIL. GROUT FILL- SEE r VAPOR BARRIER (TYP. STRUCT. DWGS. © EXTERIOR WALLS) ---- '-'' - SEE SPECS CONC. FOOTING (TYP.) - SEE STRUCT. DWGS. DETAI LED KU M �-oSCALE: 1 /2" = 1'-0" I METAL CAP FLASHING W/ CONTINUOUS CLEAT ROOFING MEMBRANE ' OVER 1-1/2" RIGID INSULATION OVER CONC. PLANKS TAPERED INSUL. LAP SEALANT F`n"w'U �,. •f x,+ ..,:✓x,• r^t1:<'F 'r x. :xv 8" TH. CONCRETE PLANKS/ ROOF SLOPE 4" PER FT. MIN. 8" TH. CONCRETE PLANKS/ ROOF SLOPE Y4" PER FT. MIN. ROOFING MEMBRANE OVER 1-1/2" RIGID INSULATION OVER CONC. PLANKS SEAL TIGHT 6" STL STUD vX 6 MAX. 16" O.C. < 6" STL STUD A4.1 MAX. 16" O.C. X/'{, - ----- - } - - - / x I_. I GYP. BD. 12" CMU WALL `x ' GYP. BD. CEILING "" SCREWED TO ;<Y, @ MAINT. MEN'S STUDS ABOVE & WOMEN'S /\\` �_ , 8" CMU WALL- MAINT. x MEWS MEWS BAY MAINT. MAI NT. Uri .�x `"x i\ Yz" PREFORMED ` 12" CMU FOUND. n��'` EXPANSION JOINT - WALL W/ CONT. IN \� SEE STRUCT. DWGS. & SPECS. GROUT FILL- SEE STRUCT. DWGS. CONTINUOUS 6 MIL, VAPOR BARRIER (TYP. @ EXTERIOR WALLS) SEE SPECS. - CONC. FOOTING (SEE STRUCT. DWGS.) ""*NDETAILED SECTION A4.0 SCALE: 1 /2" = V-0" CAR WASH BAY Y2" PREFORMED EXPANSION CONVEYOR JOINT- SEE CAR-WASFL STRUCT. DWGS. TRENCH- SEA & SPECS. DWG7_K4:2 FOR DETAI L-S------ 1 D ,P', \ .�•-- yr/ ;// / ; ;. � ., ., / ' yA �/vim//%' CONC. FOOTING (SEE STRUCT. DWGS.) 5 DETAILED SECTION A4.0 SCALE: 1 /2" = V-0" q5_ _OF STUD ffTocp;�18 o 'TO P OF MASC =16'-d" �BOTT_OM_OF C �'EL=±15-4"- B ROOFING MEMBRANE OVER 3" RIGID INSULATION ROOFING MEMBRANE OVER 1-1/2" MTL. DECK OVER 1-1/2" RIGID (SEE SPECS) INSULATION OVER I ROOF SLOPE- MIN. Y4" CONIC. PLANKS PER 1 FT, 3 I EXPANSION A4.1 JOINT T.O.MASONRY EL.=15'-4" r xx rx,,'.^r x .. rrr r`,•, xx,... .'r -• f., 8" TH. CONCRETE i PLANKS/ ROOF ' SLOPE Y4" PER FT. MIN.- \ FRP PANELS UPTO U/S OF CONC. PLANKS - REFER TO MANUF. RECOMMENDATIONS FOR TOP AND BOTTOM CAULK. 12" CMU 1 HR. FIRE RATED WALL UL# U906 CAR WASH BAY STL. JOIST (SEE STRUCTURAL) ELEC. ROOM 6" STUD WALL 2 BUILDING SEUM A4.0 SCALE: 1 /8" 1'-0" -- ROOF SCREEN FOR MECH. EQUIPMENTS- REFER DETAILS 1 /A2.1, 2/A2.1 & 3/A2.1 (TYP.) FLASHING- SEE DTL. 3/A2.1 FOR DETAILS 0 Y2" PREFORMED 5 EXPANSION JOINT- \\\ A4.1 '( SEE STRUCT. DWGS. & SPECS. X o 7_ 7 C7 . c t % fir`,( t , ' iJ< a '7 yi7 < <- 7 CONTINUOUS 6 MIL. VAPOR BARRIER (TYP. @ EXTERIOR WALLS) SEE SPECS CONC. FOOTING (SEE STRUCT. DWGS.) K7"*NDETAILED UM A4.0 SCALE: 1 /2" a V-0" I OF STUD 18r--o r- - - - OF SO _ 17'_-T---- -OM OF_CNPY _ ±15'-4" (V.I.F.) 10 -INISH FLOORA _ _L.=O -0 A 4 A4.1 ® I METAL COPING ROOFING MEMBRANE T.O.MASONR OVER 3" RIGID I 5_ EL.=18'-0" INSULATION OVER 1-1 /2" MTL. DECK (SEE SPECS) :. TAPERED INSUL. � r I STL. JOIST (SEE-\ STRt CTU RAL) STL. LINTEL -SEE STRUCT. DWGS. 1� WINDOW BLINDS---/ SEE SPECS. BREAK ROOM PLASTIC LAMINATED SILL - SEE PAINT SCHEDULE FOR COLOR Y2" PREFORMED EXPANSION JOINT - SEE STRUCT. DWGS. & SPECS. 2" RIGID INSULATION x\x�` T.O.STEEL _ EL.=SEE STRUCT. T.O.MASONRY - EL.=14'-8" 9 A4.1 X 1 1/ <��': <\< EXTERNAL WALL LIGHT FIXTURE � X J- ® ® ® ® imam MEM -00 ENTRANCE CANOPY ALUM./GLASS WINDOW EXTERNAL EXTRUDED ALUM. SILL TO MATCI-I WINDOW FRAME 12" INSUL. CMU W/ INSERTS STUCCO TERMINATION/CAULK CONC. CURB j CONIC. SIDE X WALK SLOPE CONTINUOUS 6 MIL. II i VAPOR AR I B R ER TYP. __w_�l__-___� @ EXTERIOR WALLS) a - SEE SPECS CONC. FOOTING (SEE STRUCT. DWGS.) ""**NDETAILED KU M A4.0 SCALE: 1 /2" = V-0" GROUT CELLS SOLID BELOW GRADE (TYP.) 7 GREENBERG FARROW ARCHITECTURE ENGINEERING PL A N N I N G ® ® E 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE fhis drowinq io the property of the above reforenced Architect and is not to he uF•ed for any purpose other than the specific project rind site ncrned herein, and cannot be reproduced in any manner- without the express written permission from the Architect DRAWING /ARE RECORD ( DATE. DE��RIPTION 03/28/05 75% REVIEW SET 03/31/05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SEr REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CNARRE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECT NAME THE HERTZ CORPORATION Facilities & construction HERTZ CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA MIL PROJECTNUAINER 20050184.5 SHEET TITLE L< J r- 6" STUD FRAMING 16" O.C. MAX. r1 B.O. F. CEILING ----- - - - - -- -- - ---- --- EL. 8'-6"y' GYP. BD. CEILING @ = X MEN'S & WOMEN'S 12" CMU WALL W/ (MAINT.) ACOUSTICAL INSULATION CERAMIC WALL TILES MAINT. BAY {, u:x\:x' MEN'S & WOMEN'S \ MAI NT. �6SECTION - DETAIL A4.1 SCALE; 1" = 1'-0" 2X TREATED WOOD BLOCKING (CONT.) ROOFING MEMBRANE SHIM CAP AS REQ'D. FOR SLOPE SHIM CAP AS REQ'D. ROOFING MEMBRANE OVER 1/2" ANCHOR BOLTS AT FOR SLOPE 1-1/2" RIGID INSULATION OVER 32" U.C. (COUNTERSUNK) 1/2" ANCHOR BOLTS AT 2X TREATED WOOD 1-Y2" ROOF DECK OVER STL. CAP FLASHING W/ 32" O.C. (COUNTERSUNK) BLOCKING (CONT.) JOLTS ROOFING MEMBRANE CONT. CLEAT (PAINT CAP FLASHING W/ CONT. 4" SOLID CONC. SLOPE CAP -TO MATCH CMU) CLEAT (PAINT TO MATCH 2X PRESSURE TREATED BLOCK-7TO _ ROOF BOTH SIDES TYPICAL CMU) BOTH SIDES TYPICAL WOOD BLOCKING T.O. STUD T.O. STUD z EL 18'-0" EL. 18'-0" ROOFING MEMBRANE OVER i COMPOSITE ALUM. 1-1/2" RIGID INSULATION OVER -� COMPOSITE ALUM. PANEL PANEL (BLACK) "O - 1-Y2" ROOF DECK OVER STL. L 17'-0" ;{ �, (BLACK) 6" X 18 GA. C.F. MET. - i '; . JOISTS = 6" X 18 GA. C.F. MET. FRMG, 16" O.C. -" v CAR WASH BAY ����:� ELEC. ROOM PREFORMED x EXPANSION JOINT SEE STRUCT. DWGS. & SPECS. . /;V CON fINUOUS 6 MIL. 12" CMU FOUND. ,n.. % -� VAPOR BARRIER (TYP. WALL W/ CONT. IN 0 EXTERIOR WALLS) GROUT FILL- SEE - SEE SPECS. STRUCT. DWGS. 'T.O. F. FL EL. 0''-0" L t L `� 7 �1 - I �� �� / 1' � \\ /3 CONC. FOOTING (SEE STRUCT. n DWGS) 5 SECTION - DETAIL A4.1 SCALE: �"= 1'-0" D PARAPET BEYOND METAL CAP FLASHING W/ CONTINUOUS CLEAT SHIM CAP AS REQ'D I SLOPE CAP 1/2" DIA. ANCHOR BOLTS FOR SLOPE TO ROOF © 32" O.C. STAGGERED 2X PRESSURE TREATED WOOD BLOCKING ---- a- -------- FULLY FULLY ADHERED EPDM T.O.M - - t - FLASHING (CONTINUE EL. 18'-0" - i OVER TOP OF WALL) LAP SEALANT iC'<i� ir�iC ��� II,<' jK\ ,Xii GROUT PANELS ;II 1� X ROOFING MEMBRANE OVER = 2" RIGID INSULATION-1 - FUEL ISLAND 1 '�' ���'ii ';� � / CANOPY BY I! \ OVER 1-1/2" MTL. DECK TFC II' /X\ (SEE SPECS) Li -_ •J ; - STL. JOIST (SEE STRUCTURAL) FUEL ISLAND �. ; �, /lx\ , VACUUM COMPRESSOR 1, r'7'*'N SECTION - DETAIL A4.1 SCALE: 1-1/2" = 1'-0" L_ T. 0. M - FRMC. 16" O.C. - . . EL. 16'-0" f B.O. SOFFIT - - - - { EL 15'-4" 1V B.O. SOFFIT - _ EL. 15'- 4" AL. SOFFIT PANELS AL. SOFFIT PANELS W/EACH THIRD PANEL W/EACH THIRD PANEL ���f; 12" INSUL. CMU 12 INSUL. CMU �r WALL (W/INSERTS VENTED ON 7/8" X VENTED ON 7/8" X -� - SEE SPECS) 24 GA. F.C. 1 G" O.C. 24 GA. F.C. 16" O.C. WALL (W/INSERTS- � SEE SPECS) r"o""*N OVERHANG - DETAIL 11 OVERHANG - DETAIL A4.1 SCALE: 1/2" = 1'-0" A4.1 SCALE: 1/2" = 1'-0" PARAPET BEYOND ROOFING MEMBRANE OVER 1-1/2" RIGID INSULATION OVER 1-1/2" MTL. DECK (SEE SPECS) �- STL. JOIST (SEE r SECTION - DETAIL �4.1SCALE: 1-1 /2" = 1'-0" ROOFING MEMBRANE OVER C 1-1/2" RIGID INSULATION PARAPET BEYOND OVER 1-1/2" MTL. DECK SLOPE CAP (SEE SPECS) . TO ROOF METAL CAP FLASHING W/ CONTINUOUS CLEAT T.O.M - ~r (2) 2X PRESSURE TREATED WOOD BLOCKING EL. 18'-0" 1/2" DIA. ANCHOR BOLTS X< @ 32" O.C. STAGGERED (irid/�'xX XX`�k :\C -- -- - - - FULLY ADHERED EPDM FLASHING (CONTINUE OVER TOP OF WALL) \, ROOFING MEMBRANE OVER 1-1/2" RIGID INSULATION OV 8" CONC. PLANKS - ROOF SLOPE 1/4" PER FT. MIN. - TAPERED INSULATION LAP SEALANT STL. JOIST (SEE STRUCTURAL) CMU BLOCK FACING OL T.O.M \-F-EL, 14'-8" MAI NT. BAY CONC. POUR 12" CMU WALL CAR WASH BAY 7"\SECTION �- DETAIL A4.1 SCALE: 1-1/2" = 1'-0" I ROOFING MEMBRANE OVER 1-1/2" RIGID INSULATION OVER CONC. PLANKS ` SEAL TIGHT AS -- REQUIRED 8" TH. CONCRETE PLANKS/ ROOF SLOPE (2) 2X PRESSURE Y4" PER FT. MIN. - - TREATED WOOD BLOCKING CAR = - - CAR WASH - -- WASH EQUIP • BAY 8" CMU WALL 8 SEC-n0N -® DETAIL A4.1 SCALE: 1-1/2" = 1'-0" PARAPET BEYOND B I PLATES & SCREWS @ 12" O.C. I 2X PRESSURE TREATED WOOD BLOCKING ROOFING MEMBRANE i OVER 1-1/2" RIGID INSULATION OVER CONC. PLANKS T. 0. M EL. 15'- 4" 8" TH. CONCRETE PLANKS/ ROOF SLOPE Y4" PER FT. MIN. 12" CMU 1 HR. FIRE RATED WALL CAR WASH BAY 2X PRESSURE TREATED — WOOD BLOCKING 1/2" DIA. ANCHOR BOLTS © 32" O.C. STAGGERED FULLY ADHERED ROOF FLASHING (CONTINUE OVER TOP OF WALL) LAP SEALANT - ROOFING MEMBRANE OVER 3" RIGID INSULATION OVER 1-1/2" MTL. DECK (SEE SPECS) \ SLOPE CAP -TO ROOF 2X PRESSURE TREATED -� METAL CAP WOOD BLOCKING FLASHING W/ 1/2" DIA. ANCHOR BOLTS CONTINUOUS CLEAT 32" O.C. STAGGERED —� __ -_ - T.O.M EL 18'-0" FULLY ADHERED ROOF - FLASHING (CONTINUE OVER ' TOP OF WALL) Xr LAP SEALANT x" ROOFING MEMBRANE T.O. STEEL OVER 1-1/2" RIGID INSULATION OVER s { VARIES CONC. PLANKS ----12" (_ ) INSUL. CMU WALL W/EXTERIOR STUCCO FINISH - 8" TH. CONCRETE SEE SPECS PLANKS/ ROOF SLOPE Y4" PER FT. MIN. 1PARAPET- DETAIL A4.1 SCALE; 1 /2" v 1'-0" TOP_ OF MASOf - EL.=18'-0'> - TAPERED INSUL ROOFING MEMB 3" RIGID INSUL 1-Y2" STL. DEC STL. JOISTS. PANEL BEARING EL,=14'-8" L.F CUSTOM AREA ENTRANCE CANOPY rg SECTION - DETAIL PRE-FAB. EXPANSION JOINT FASTENED & 4" O.C. STAGGERED W/ GALV. ANNULAR RING NAILS BATT INSULATION HEAT WELDED LAP 2X PRESSURE TREATED WOOD BLOCKING ROOFING MEMBRANE OVER 3" RIGID INSULATION OVER 1-1/2" MTL. DECK (SEE SPECS) LAP SEALANT , 1 MTL. ROOF DECK - - STL. JOIST (SEE STRUCTURAL) ELEC. ROOM `" r,3 SECTION - DETAIL �.A4.1tSCALE--1/2" _ 1'-0" SLOPE CAP TO ROOF 'T.O.M EL. �\�< METAL CAP FLASHING emu. W/ CONTINUOUS CLEAT 12" INSULATED CMU WALL (W/INSERTS) W/EXTERIOR STUCCO FINISH - SEE SPECS 13 PARAPET® DETAIL L.1 SCALE: 1/2" = 1'-0" SCUPPERS- SEE DI AM & ELEV. FOR LOCATIONS 8" PARAPET WALL LIGHT FIXTURE BEYOND ROOF DRAIN- CONNECT TO DOWN SPOUT SI -OPE CAP METAL DECK BUILT UP ROOFING- 1" RIGID INSULATION -(SEE ALTERNATE #1-REFER SPECS) TOP OF PANEL METAL PANEL W/ EL. =12'-8" INTEGRAL FLASHING METAL FURRING BY PANEL MFR. 1/2" GYP. SHEATHING - BOTTOM OF PANEL EL.=10'-O" FRONT CANOPY OVER ENTRANCE 4" STL STUDS 16" O/C RECESSED CEILING LIGHT FIXTURE - SEE ELEC. DWGS. METAL CAP FLASHING W/ CONTINUOUS CLEAT 2X PRESSURE TREATED WOOD BLOCKING 1/2" DIA. ANCHOR BOLTS © 32" O.C. STAGGERED 12" INSULATED CMU WALL W/ INSERTS (SEE SPECS) SCUPPERS (TYP.) - SEE DETAILS 9/A2.1 AND 1 O/A2.1 _PANEL BEARING L.P. EL. 14'-B" SECTION DETAIL SCALE: 1-1/2" 0 1'-0" CREENBERG FARROW ARCHITECTURE ENGINEERING P L A N N I N G e � e 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific_ project and site named herein, and connot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DA IE DESCRIPTION _ 03 28405 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SEF REVISION RECORD NO, DATE DESCRIPTION PROFESSIONAL SEAL 112 PROFESSIONAL IN CffAR®E RICHARD RHUDES PROJECT MAMA®ER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HER 7Z CAR RENTAL(M) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECTNUMBER 20050184.5 SKEET TITLE MISC. SECTIONS & DETAILS SHEET NUMBER A4el J D F ANGLE W/ NELSON ANCHOR (TYP.) — IS METAL GRATING OVER TRENCHES TO BE OF ROLL UP 1 1/4" X 3/16" SERRATED SURFACE DOOR FIN. GALVANIZED STEEL GRATING W/ BANDED EDGE CAPABLE OF SUPPORTING WEIGHT OF CAR OR SUV. DT SERIES-7-DT-4 AS MANUFACTURED BY OHIO GRATINGS, INC. ANGLE W/ OR EQUAL SUPPLIED AND INSTALLED BY NELSON ANCHOR CONTRACTOR. SEE STRUCT. DWGS. MID.) V-8„ CONC. SLAB GRAVEL CARWASH CONVEYOL SEE CARWASH L, VENDOR DRAWINGS SLOPED CONC. / < CONVEYOR SHELF ANGLE W/ NELSON 4 ANCHOR (TYP.) OQ --. W A `��, ; :, •� � � r � a o n cry 4 U iL / = NEW CONC. SLAB - W/ FLOOR DRAINS, PITCH TO DRAIN MIN. 1/8" PER FT. SEE STRUCT. & MEP DWGS FOR DETAILS CAR WASH RECLAIM TANKS - SEE BELANGER DWGS. TO SE >l/ �f i._.I �, �� Or 7 WUN Vt TUK I K A4.21 SCALE: 1 1 /2" = 1'-0" 6" BOLLARD (TYP.) TO _ _ -- TRENCH DRAIN FROM WASH BAY - REFER BELANGER DWGS FOR DETAILS r F.R.P. DETAIL �.2SCALE: N.T.S. FIBERGLASS ocinrc'nDOM POLYESTER CMU WALL n\/r+ Tnl\j I"JLDING FRP TRIM MOLDING 5 DIVISION DETAIL TYP. A4.2 SCALE: N.T.S. OUTSIDE CORNER PVC TRIM MOLDING FIBERGLASS REINFORCED POLYESTER (FRP) PANEL CMU WALL FRP TRIM MOLDING 4 ONTSIDE CORNER DETAIL TYP. A4.2 SCALE: N.T.S. FIBERGLASS REINFORCED POLYESTER (FRP) PANEL INSIDE CORNER PVC TRIM MOLDING CMU WALL FRP TRIM MOLDING 3 INSIDE CORNER DETAIL �M�.2)SCALE: N.T.S. FIBERGLASS REINFORCED — , POLYESTER (FRP) PANEL ��� EDGE/BASE V TRIM MOLDING CONC. FLOOR FRP TRIM MOLDING r2BASE DETAIL (TYP.) A4.2 SCALE: N.T.S. LEGEND: INTERIOR STUD WALL CMU WALL - ACOUSTICAL INSULATION WALL (STUD) 1—FIR RATED STUD WALL +r;rrl 1 —HR RATED CMU WALL NOTES: 1. REFER TO BELANGER CARWASH VENDOR DRAWINGS FOR COORDINATION OF EQUIPMENT, PIPING, TRENCHES, AND PITS. EQUIPMENT SCHEDULE SUPPLIED BY ITEM QTY DESCRIPTION BELANGER OTHERS 1 2 R O TANKS X 2 1 REVERSE OSMOSIS SYSTEM 15,000 GPD X 3 1 AIR PANEL, TOP WHEEL X 4 1 AIR PANEL GYRO EXTEND X 5 1 insta —KLEEN CONTROL CENTER (ICC) X 6 1 HYDRAULIC POWER PACK X 7 1 CONTROL POWER — HYDRAULIC POWER PACK X 8 1 RECLAIM PUMP SYSTEM X 9 1 TITAN VPS, PUMPING STATION X 10 1 -TITAN VPS CONTROL PANEL X 11 1 AIR CANNON CONTROL PANEL X 12 2 EMERGENCY BUTTONS X 13 1 CORRELATOR X 14 1 GRATING X 15 1 TREADLE ASSEMBLY X 16 1 1 STOP N CO SIGN X 17 1 CONVEYOR 18 1 UNIARCH BLASTER ARCH X 19 1 TITAN VPS TUBES SET X 20 1 TOP WHEEL X 21 1 GYRO W LSW X 22 1 UTILITY TRACK X 23 1 PHOTO —EYE RINSE ARCH RECEIVER X 24 2 UNIARCH RINSE ARCH X 25 1 PHOTO —EYE RINSE ARCH EMITTER X 26 1 AIR CANNON — DRYER 50HP X 27 1 CONVEYOR REVERSING VALVE X 28 1 AIR PANEL, DOLLY CALL X CONC, SLAB W/ FLOOR DRAINS, PITCH TO DRAIN MIN. 1 /8" PER FT. - SEE STRUCT. & MEP DWGS FOR DETAILS GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING IN 9 m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE: 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used tor any p,irpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect 9RA SWING ISSUE RECORD DA LE DESCRIPTION 03 28 05 75% REVIEW SET 03Z,31405 95% REVIEW SET i0 HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROF-ESSIOKAL SEAL PROPESS/ORAL IN CHARRE RICHARD RHODES PROJECT IW"AO!<:R LUIS BUENAVENTURA, AIA QUAU[ TY CVN7ROL t DRURY PROJECT NAME THE HERTZ COOPOMION Paciltttos & Construction HERTZ CAR RENTAL(QTA) FACILITY ENLARGE® CAR WASH BAY PLAN & DETAILS _. SAFE" MUMMER UMP L SCALE: 1 /4" = 1'--0" Dual Controls savo steps by allow- ina lift operation from either column. Multi Position Electronic locking System er7gages every three inches and is fully accessible for maintenance. Optical Overhead sensor protects vehicles from being raisod too high. When the light beam is interfupted, the lift stops and alerts the operator Arm Restraints make positioning of arms easy Designed to engage when the lift is rniserf and disengage whorl the lift is fully lowered. inbay Convenience Features include soft louch controls, integrated air and electric connections at the control panel, as well as a telephoneltlata port on the console.. Clear Floor at lows toot boxes, transmission lacks, oil drain pans r, and other equipment to be easily moved atounrd. Three -Position Stackable Adapters make contact I the vehicle quick and easy s CAR LIFT — A10iBN 500 A4.31 SCALE: N.T.S. Overhead tables designed to insure proper equaiization of carriages for clear floor. Power unit is Inrated up and out of the way to reduce noise. This also increases work space yieldinq easier n)rllrertwol in tht? hay. Five -Position Wheel Spatting Dishes save valuable technician time by helping to pro,6& mole accurate positioning for a variety of vehicles. (FOR INFORMATION ONLY) - N.I.C. Reduce to 1/2" for Reel Station for connection to reel 5 5 Maintenance Bays 1 2 3 4 1 • f r , . r " 7 r4 i Item# Qty Model# Description 1 2 L40501631 Elect ILIf^TAI I A nnl I Ir%rfl Tn r-I c1 0 HOLD TOP OF FOOTING d Q BELOW TOP OF FINISH SURFACE WHEN POSSIBLE 6" TIP (2" MIN) TOP OF CONCRETE SLAB OR PAVING (REFER TO Ir m CIVIL/ARCH. DWGS) DIA. OF CONCRETE w FOOTING IS PIPE I I 1'-0" MIN. DIA. CONCRETE DIA. PLUS 8" (4" j I j FOOTING EACH SIDE) ' SEE PLANS FOR LOCATION -_� OF PIPE BOLLARDS AT I I DOOR OPENINGS —J NOTE: INSTALLATION NOTE: ALL FINAL BOLLARD DEPENDING ON TIME LOCATIONS AND FOOTING POUR, G.C. MAY INSTALLATIONS TO BE FORM FIRST 6" TO COORDINATE WITH THE SUPPORT POST DURING ARCHITECTS/ HERTZ REMAINING POUR. REPRESENTATIVES 12" INSUL. ' CMU W/ I INSERTS I LINE OF CANOPY ABOVE (TYP.) - I ' SLOPED I CONC. PAD (TYP.) 6" BOLLARD -� (TYP.) - 4 UULLAKU Ut I AIL I TIr- A4.3 V IYIV I\rlll 1 V L.JL PAINTED - SEE DTL. 1 /A6.0 1 \1._.V LJJI_V GALVANIZED DRIP PAN / GRATE BELOW 0_H. REELS REELS - SEE 5/A4.3 FOR DETAILS 3 SLAB DEPRE! A4.3 SCALE: 3/4" — 1'-0" 4 1/2" 1'-0" 4 1/2" LEGEND: INTERIOR STUD WALL CMU WALL -" ACOUSTICAL INSULATION WALL (STUD) ■�����■ 1-HR RATED STUD WALL Ir1111I'willir 1-HR RATED CMU WALL NOTES: 1. CAR LIFTS TO BE SUPPLIED & INSTALLED BY VENDORS. 2. GENERAL CONTRACTOR TO COORDINATE WITH THE VENDORS & STRUCTURAL ENGINEERS. 2"x2N3/16" GALV. STEEL ANGLE (TYP) 1 " x 1 /8" GRATING (GALV.) BEARING BARS ® 1-3/16" O.C. GALV. STEEL DRIP PAN LINING 6 MIL VAPOR BARRIER C� v CRUSHED STONE 8" SLAB CONCRETE (SEE STRUCT. DWG.) DRIP PAN CAST ALUM.-H-10 SERIES AS MANUFACTURED BY BARRY CRAFT (1-800-524-1809) OR EQUAL 6" CONCRETE SLAB (SEE STRUCT. DWGS) 8" CONC. SLAB RECESS & ANCHORS (SEE STRUCT. DWGS) 2'-0" CONC. WASH (SLOPE TO DRAIN) (SEE STRUCT. DWGS.) 2 TRENCH DRAIN DETAIL A4.3 SCALE: 3/4" = 1'-0" 8'- 0" A. F. F. WALL MOUNTED PROPELLER FAN (TYP.) 12" INSUL. CMq W/ INSERTS GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ■ ■ ■ 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drowinq is the property or the above referenced Architect and is not to be used for any purpose other than the specific project and site norned herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03/28/05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET RMMON RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROPEMONAL IN CIMBRE RICHARD RHODES PROJECT AMMITER LUIS BUENAVENTURA, AIA QUAUM COMMOL W. DRURY PROJECT NAIVE THE HERTZ CORPORATION Facilities & Construction HERTZ CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLOR/DA p7wrl /*41 PROJECT NUMBER 20050184.5 SHEET TITLE ENLARGED MAINTENANCE BAY PLAN & DETAILS 5 OVERHEAD REEL DETAILS A4.3 SCALE: N.T.S. L (FOR INFORMATION ONLY) N.I.C. - 1 ENLARGED MAINTENANCE B A 4. 3,1 SCALE: 1/4 0 = 1'-0" PLAN NORTH SHEET NUMBER A4*3 J EQUAL 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" EQUAL r- I � "-T 77 3 VULL SERVICE A5.0 SCALE.,t- ll ACOUSTICAL CEILING (TYP.) i DROP SOFFIT BEYOND LO LIGHT FIXTURE _ SEE DETAILI �/A5.1 FOR BACKWALL SI N GE LAYOUTMETAL I VENEER ON WALL ( ` • .r I I I I �,.��'"'y'" "+�. I ;� �, ti{ I I I I I I DWGS 5 A5E1 DETAIL / ,.4�I+r..�1; , .'`' .n. f 1 ;j ;�.,ai� � - 1I I I .`�,ilff�r + I '1 '�V I Jr ' •. i r ,r^ 1 r !a '!"Jib I I I I I I 'S.%r •1 r .�a. I I J , f'. ..+r .l.. I �0/►1l, t}.V'.�-.1 I 1•r -t t, DOOR BY COUNTER I I �,f!^� I I I I ka..,!.'?s r: l SUPPLIER (EMPIRE) 7.1 H/C FLIP SPACERS (TYP.) HALO LIT AND SPACERS (TYP.) MESSAGE MODULE INTERNALLY ILLUMINATED TRANSPARENCY SERVICE COUNTER (TYP.) LETTERS MODULE (TYP.) (TYP.) 1 2 3 4 5 6 7 8 9 10 11 12 cn F-QIJAL 3'-9" 3' -9" 3'-9" 3'-9" 3'-9" 3'-9" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" EQUAL 60'-3" I m rl ALTERNATE #1 NOTE: 1 • DELETE ALL COUNTERS/BACKWALL, WALL SIGN SEE 2/A1.0 ALT. #1 [EQUAL t 3'-8" -4" t 3'-8" -4 3'-8" LINE OF DROP SOFFIT ABOVE EQUAL 3'-9" 2 FULL SER VI C A5.0 SCALE: 1 /2" - V-0" 411 t 3'-8" L,4" [ t 3'-8- SERVICE COUNTER AREA 3'-9„ 1 � i NEW COUNTER WITHOUT DRAWER UNIT & WITH DOOR BY COUNTER HANDICAPPED SERVICE — SUPPLIER (EMPIRE) SUPPLIED BY HERTZ & INSTALLED BY GC 3'-9' 3'-9" NEW PLASTIC & METAL LAMINATED RENTAL COUNTER SHELL (TYP.) R ELEVATION - (FROI 4"[ t 3'-8" �4"� f 3-4' 1 �4"[ t 3'-8" T NEW COUNTER WITHOUT BACK WALL SIGN — DRAWER UNIT (TYP.) — 3 I — SEE DTL. 7/A5.1 SUPPLIED BY HERTZ & A5.0 i INSTALLED BY GC i (SEE ALTERNATE #1) 3'-9" S-9" 5'-0" 301 0I 4 5t 1 ----------------- NEW SHELL — PROVIDED BY HERTZ & INSTALLED BY GC 1 FULL SERVICE COU N A5.0 4 O �51 O 4" f 3'-8" L4"[ t 3'-8" 4" I NEW COUNTER INSERT BY HERTZ (TYP.) INSTALLED BY GC — SEE DTL. 2/A4.1 NOTE: 1. BACKWALL SIGN IS PROVIDED BY HERTZ & INSTALLED BY GC. 3'-8" 4" f 3'-8" 4" t 3'-8" 4" f 3'-8" E SERVICE COUNTER AREA 5'-0" —0° 5'-0" 5, 0„ \ J- 10 6°° rn 1 1 7 1 I 8 1 i 0 I 2 I I LINE OF EXTERIOR WALL i LINE OF CURB ALTERNATE #1 - ALTERNATE #1 QUEUING AREA ! 1 LAN i- �— o 9 °° 10 1 1100 1 NOTE: A5.1 1. COUNTER SHELL BASE & INSERTS PROVIDED BY HERTZ, AND INSTALLED BY THE GENERAL CONTRACTOR. 5'-0" EQUAL 1'-312 rA DOOR BY COUNTER SUPPLIER (EMPIRE) GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING ■ ■ ■ 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE rhis drowiny is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot he reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03/14/05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ_ 04 12 05 BUILDING PERMIT SET REVS/ON RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL /N CHARGE RICHARD RHODES PROJECT MAN em LUIS BUENAVENTURA, AIA QUAurr CONIBOL W. DRURY PROJECT NAME THE HERTZ CORPORATION Faclifties & Construction HERTZ CAR RENTAL(M) FACILITY 5050 CARRIER AVENUE SAMFORD, FLORIDA AI!7W;;#7r PROJECT NUMBER 20050184.5 SNEET TITLE SERVICE COUNTER PLAN & ELEVATIONS SHEET NI/MBER A5*0 60.0 (FOR..S'-0' NS 7 THRU 12) 45.0 (FOR 3'-9_' COUNTERS """"-'- "----- ONLY jjS 1 THRU 6) 7. - ` 20.0 o n � 0 36.0 _ r top view t front view (FOR 5'-0' i i COUNTERS ONLY JOIC, '-" -"' #S 7 THRU 12) ►• irI 34.0 ( )VerLd I Dimensions, Workstation insert Mud Storage insert only(Cotinter Shell not incluilctl) 8 COUNTER - PLAN A5.1 SCALE: N.T.S. 1' O" 2'-0' 3'-4 1 /4" ELEVATION Herz TRANSPARENCY MODULE , TYP. MESSAGE MODULE, TYP. DETAIL- BACK A5.1 SCALE: 1/4 SO = 1'—on COUNTER INSERT 9 BY HERTZ - ISOMETRIC I A5.1 SCALE: N.T.S. 1'-0" 1,-0,> 3'-4 1 /4" .� 2'-0" > 3'-4 1 /4" g'-O" _"-1'-0" SPACERS, TYP. OF SUSPENDED CLG. & BACKWALL SIGN SIG 1 HR. RATED CMU WALL 2'-0„ o CEILING — SEE REFLECTED M PLAN FOR CEILING -HERTZ BACKWALL SIGN -1/2" PLYWOOD SCREWED TO EXIST STUD WALL. 011 In Lim 5 A5.1 METAL VENEER PANEL ON WALL 1 RUBBER BASE METAL TRACK 3 DETAIL- Mf A5.1 SCALE: 1 /2"=1'-0" 5/8" GYP. BOARD SOFFIT ON 3 5/8" METAL STUDS ® 16" O.C. 2' X 6' SUSPENDED ACOUSTIC TILE CEILING BI-DIRECTIONAL FLUORESCENT LIGHT FIXTURE C FINISHED FLOOR 3'-4 1 /4" 2'-0„ ACCESSORY PLUG SIR IP: PLUGGED INTO GRAY RECEPTACLE UNDER COUNTER t'QMPUT'ER EQUIPMENT P LU C STRn FPLUGGED INTO ORANGE RECEPTACLE UNDER COUNTER 00 COUNTER INSERT 10 BY HERTZ - ISOM A5.1 SCALE: N.T.S. NOTE: BACKWALL SIGNS AT CUSTOMER SERVICE BUILDING ARE FACE MOUNTED, THRU BOLT IN SLEEVE THROUGH MDF BOARD PANEL PROVIDED \ BY HERTZ AND INSTALLED BY CONTRACTOR. COORDINATE INSTALLATION WITH SIGN SUPPLIER NEW PLASTIC & METAL LAMINATE CUSTOMER SERVICE COUNTER SHELL HALO LIT AND INTERNALLY ILLUMINATED LETTERS, TYP. NOTE: ALL EQUIPMENT/ACCESSORIES TO BE PLUGGED INTO SURGE PROTECTED PLUG STRIPS ONLY C 11 BACKER PT-7 I& N r� METAL VENEER ON 3 4" MDF MLAM-1 r6'4'\DETAI L- METAL PANEL A✓ SCALE: 1" = V-0" 10 1 /4" 3 P. LAM. INSERTS. 2 1/2 SUPPLIED BY HERTZ INSTALLED BY G.C. \ ` 1'-3" 4 1/ C° 1/ SERVICE COUNTER AREA o 2 1/2" 0 1 I I � N N RUBBER TILE FLOOR FINISH 5 DETAIL- M A5.1 SCALE:3"=1'—O" LIGHT FIXTURF BY SUPPLIER CUSTOMER SERVICE COUNTER PROVIDED BY OWNER, INSTALLED BY CONTRACTOR. CONTRACTOR TO COORDINATE INSTALLATION OF ALL REQ. ELECTRICAL AND TELE-DATA SERVICES (TYP.) P. LAM. COUNTER SHELL TYP. SUPPLIED BY HERTZ INSTALLED BY G.C. TERRAZO TILE FLOOR FINISH QUEUING AREA 3/4" 1 '-1 1 /4" �,3/4" TERRAZO TILE NOTES: FLOOR BASE 1. COUNTER SHELF AND INSERTS SUPPLIED BY HERTZ, INSTALLED BY CONTRACTOR. G.C. TO COORDINATE ALL REQUIRED ELECTRICAL AND TEL./DATA SERVICES. 2. ALL DIMENSIONS FOR REFERENCE ONLY. 2 SERVICE COUN A5.1 SCALE: 1" = V-0" N r` ETAI L 1/2" PLYWOOD SCREWED TO WALL 5/8" GYP. BOARD, PAINTED Z CLIPS, GA 18 AT 2'-0" O.C. - 12" CMU WALL -METAL VENEER ON 3/4" MDF BACKER PANEL INSTA I I � 161 PAINT MATTE BLACK — P-7 BACK -SCREW THROUGH 3/4" WOOD BLOCKING- 0 SIN L0100 ` 1N 6 r IN A5.1 SCREW ALUMINU 2 ANGLE TO PLYWOOD 4^ BACKER 12" O.C.VERT. 52 SEALANT JOINT 12" CMU WALL 1/2" PLYWOOD PANELS 5/8" GYP. BOARD / PAINT P-9 METAL VENEER ON 3/4" MDF LAM- 1/8" THICK BRUSHED ALUMINUM ANGLE, SET 1/8" BACK FROM PANEL FACE ON 4 DETAIL- BACK WALL PAN \,'A5.1j`SC­ALE: 1/2" = V-0" m SUSPENDED ACOUSTICAL CEILING TILE I 2 —INTERNALLY ILLUMINATED N-_01 BACKWALL SIGNAGE; PROVIDED BY OWNER, INSTALLED BY CONTRACTOR. COORDINATE SIZE. RUBBE z BASE 0 CUSTOMER SERVICE RUBBE COUNTER FLOORI G — SEE SCHED LE CO -r- _ DOOR BEYOND 2 EXISTING A5.1 CONCRETE FLOOR 3 SLAB A5.1 1 SECTION TI- A5.1 I SCALE: 1" = 1'—on SERVI N TER —1 GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 This drowinq is the property of the above reterenced Architect and is not to be used for any purpose other th(jr) the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 5D% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04/12/05 BUILDING PERMIT SET REVISION RECORD NO. DATF DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALIff CONTROL W. DRURY PROJECT NAME THE HERTZ CORPORA170N FaCllltles & Construction HERTZ CAR RENTAL(QTA) FAC/L►Tr 3050 CARRIER AVENUE SANFORD, FLORIDA PAWNCT NUMBER 20050184.5 SHEET 777LN SERVICE COUNTER AND BACKWALL SECTIONS & DETAILS SHEET NUMBER A5 • 1 L_ F_ ROOM FINISH LEGEND KEY MATERIAL MANUFACTURER STYLE/FINISH COLOR REMARKS C-1 CARPETING DESIGN WEAVE #ZO957-MONTARA 00727-COBALT CUSHIONED BACKING- SEE SPECS RT-1 RUBBER FLOORING JOHNSONITE #4339 o RT-2 RUBBER FLOORING JOHNSONITE W/1" PAD #4339 O LJ CT-1 CERAMIC TILE GRANITI FIANDRE C230 12" x 12" GRAY - STAR CONTRACTORS TO CONTACT GRANITI FIANDRE- ATTN. TOBE FITTERMAN (201) 981 3287 PTT-1 PRECAST TERRAZO TILE WAUSAU WM 720- 12" X 12" LIGHT GRAY GROUT:- MFR. MAPEI /COLOR -PEARL GRAY - CONTACT: TERRY PHILLIPS 0 WASSAU TILE, INC. —1 800 388 8728 PTT-2 PRECAST TERRAZO TILE WAUSAU WM 732- 12" X 12" MEDIUM GRAY GROUT T MFR. MAPEI /COLOR -PEARL GRAY- CONTACT: TERRY PHILLIPS ®WASSAU TILE, INC. —1 800 388 8728 PTT-3 PRECAST TERRAZO TILE WAUSAU WM 734- 12" X 12" DARK GRAY ACCENT ( ) GROUT:- MFR. MAPEI /COLOR -PEARL TILE, CONTACT: TERRY PHILLIPS ®WASSAU TILE, , INC. —1 800 388 8728 ES-1 EPDXY SEALER DURA-GARD OR EQUAL EPDXY / URETHANE CLEAR SEE SPECS BF-1 CONCRETE FINISH MEDIUM BROOM FINISH NON SLIP FINISH FOR EXTERNAL CONCRETE FLOORS U R13-1 RUBBER BASE JOHNSONITE # 48 GRAY < n TB-1 PRECAST TERRAZO TILE WAUSAU WM 732— 6" HIGH/ONE PIECE BASE POLISHED BEVELLED TOP EDGE MEDIUM GRAY FLOOR AND BASE GROUT LINES TO ALIGN CONTACT: TERRY PHILLIPS WASSAU TILE, INC.— 1-800 388 8728 12" x 4" HIGH CONTRACTORS TO CONTACT GRANITI FIANDRE- ATTN, ZQB CB-1 CERAMIC TILE GRANITI FIANDRE C230 -BULL NOSE GRAY - STAR FITTERMAN —(201) 981 3287 PT-1 PAINT SHERWIN WILLIAMS #SW1019 - EGGSHELL GRAY STATUE PT-2 PAINT SHERWIN WILLIAMS #SW 6232 - FLAT -EIGHTRAY - MISTY PT-3 PAINT SHERWIN WILLIAMS SW 2130 PERMA WHITE SEE 1/A6.0 PT-4 PAINT SHERWIN WILLIAMS SW 2121 MONORAIL SILVER PT-5 PAINT SHERWIN WILLIAMS SW 2279 SALTBOX BLUE < PT-5 PAINT SHERWIN WILLIAMS SW 6240 - SATIN GRAYISH B BLUE - g WINDPT-7 PAINT SHERWIN WILLIAMS SW 7073 - SEMI -GLOSS NETWORK GRAY PT-8 PAINT SHERWIN WILLIAMS SW 7690 - SATIN BLACK - CAVIAR PT-9 PAINT SHERWIN WILLIAMS SW 6248 - SATIN MEDIUM GRAY - JUBILEE PT-10 PAINT SHERWIN WILLIAMS SW 7006 - FLAT WHITE - EXTRA WHITE WHITE - PT-11 PAINT SHERWIN WILLIAMS SW 7003 - SATIN TOQUE WHITE PT-12 WATER REPELLENT THORO GLAZE CLEAR HARRIS SPECIALITY CHEMICAL, INC. CWT PATTERN -CERAMIC TILES AMERICAN OLEAN SEE DTL. 18/A7.0 SEE DTL. 18/A7.0 SEE NOTE # 3 CT-1 CERAMIC TILE AMERICAN OLEAN WHITE D26 WHITE 2" X 2" MAIN WALL FIELD COLOR CT-2 CERAMIC TILE AMERICAN OLEAN Y64(GLOSS BLACK) -ACCENT GLOSS BLACK 2" X 2" BAND TILE CT-3 CERAMIC TILE AMERICAN OLEAN SATIN MAIZE D06 YELLOW 2" X 2" BAND TILE ACP-1 CEILING TILE ARMSTRONG - CIRRUS 579/560 WHITE MANUFACTURER: ARMSTRONG STYLE: CIRRUS - 589 COLOR: WHITE SIZE: 4' X 2' (CEILING TILE AND GRID) ACP-2 CEILING TILE ARMSTRONG - CIRRUS 589 WHITE MANUFACTURER: ARMSTRONG OPTIMA PLANK #3261 WITH 9/16" INTERLUDE XL DIMENSIONAL TEE SYSTEM SIZE: 24" x 72" x 1" (D SUSPENDED ACOUSTICAL CEILING TILE J 0-1 1/2" GYP. BD CEILING SHERWIN WILLIAMS PAINT- EGGSHELL WHITE W U EXP EXPOSED CEILING PAINT GRAY MP-1 METAL SOFFIT PANEL CHENEY FLASHING FLUROPON-KYNAR 500 # 20-DOVE GREY STYLE: FASCIA PANEL SYSTEM - #780 CEILING COMPANY FINISH # 20- DOVE GREY SIZE: NET WIDTH 25" OR 36", 1/2" DFPTH, 7/8" WIDE BATTENS ® 3 3/4" O.C. 1 /4" JOINT CONCEALED JOINT PLATE PAINT TO MATCH EXIST. FACTORY COPING C, FLASHING CONT. SEALANT 3 '\TYP. COPING JOINT DET. A6.0 SCALE: 3/4" = 1'--0" CMU WALL EXTERNAL or CARWASH ROOM FINISH SCHEDULE RM NO. ROOM NAME FLOOR BASE WALL CEILING REMARKS NORTH EAST SOUTH WEST MATERIAL FINISH HEIGHT A.F.F. 100 CUSTOMER SERVICE AREA PTT-1,2,3 PTB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 10'-6" 101 SERVICE COUNTERS RB-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 10'-6" 102 STORAGE RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 GYP. PT-2 8'-6" 103 JANITOR'S CLOSET CT-1 CB-1 CT-1 CT-1 CT-1 CT-1 GYP. PT-2 8'-6" 104 STORAGE RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 GYP. PT-2 8'-6" 105 HALL-1 RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 GYP. PT-2 8'-6" 106 HALL-2 RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 GYP. PT-2 8'-6" 107 ELECTRIC ROOM ES-1 ---- PT-12 PT-12 PT-12 PT-12 EXP PT-3 DEC OF DECK 108 M.I.S. RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8 -6 109 BREAKROOM RT-1 RB-1 PT-11 PT-11 PT-11 PT-6 ACP-1 10'-6" 110 HALL-3 RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-6" 111 OFFICE C-1 RB-1 PT-11 PT-11 PT-6 PT-11 ACP-1 10'-6" 5 112 WOMEN'S CT-1 CB-1 CWT CWT CWT CWT ACP-1 8'-6" 3 113 MEN'S CT-1 CB-1 CWT CWT CWT CWT ACP-1 8'-6" 3 114 CAR WASH BAY ES-1 -- FRP FRP FRP FRP PCP-1 P-1/P-2 U/S OF PANELS 115 CAR WASH EQUIPMENT AREA ES-1 '- FRP FRP FRP FRP PCP-1 P-1/P-2 U/S OF PANLLS 116 MAINT. MEN'S CT-1 CB-1 CT-1 CT-1 CT-1 CT-1 GYP. PT-2 8'-6" 3 117 MAINT. WOMEN'S CT-1 CB-1 CT-1 CT-1 CT-1 CT-1 GYP. PT-2 8'-6" 3 118 HALL-4 ES-1 --- PT-12 PT-12 PT-12 PT-12 GYP. P7-2 8'-6" 3 119 WORK AREA ES-1 --- PT-12 PT-12 PT-12 PT-12 EXP PT-3 U/S OF FC 120 MAINTENANCE BAY ES-1 ___ SEE DTL. 1 A6.0 SEE DTL. 1 A6.0 SEE DTL. 1 A6.0 SEE DTL. 1 /A6.0 EXP PT-3 U/S OF DEC11 NT CEIL./STRUCr. co EMS PT-3/ S-EER 1Z&¢ 121 FLUIDS ES-1 - - - PT-12 PT-12 PT-12 PT-12 EXP PT-3 U/S OFDECK 122 FUEL ISLAND BF-1 - - - - - - --- --- 123 VACC./COMP. ES-1 - - - PT-12 PT-12 PT-12 PT-12 EXP PT-3 U/S OF DECK 124 PUMP ROOM ES-1 - - - PT-12 PT-12 PT-12 PT-12 EXP PT-3 U/S OF DECK SIDE WALK AND CONC. PADS BF-1 - - - - - - - - - --- --- - - - - - - --- ALTERNATE # 1 100A CUSTOMER SERVICE AREA RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 111A OFFICE RT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 NOTES: 1. ALL CONCRETE FLOOR AND PAD (EXTERIOR AND INTERIOR) IN THE MAINTENANCE BAY AND WASHBAYS, PRE -WASH BAY AREAS SHALL HAVE ANTI-SPALLING SEALER, EUCO-GUARD VOX BY EUCLID CHEMICAL COMPANY. 2. APPLY CONCRETE EPDXY SEALER AFTER ANTI-SPALLING SEALER HAS BEEN INSTALLED. 3. PROVIDE CERAMIC TILE BAND (CWT) PATTERN PER DETAIL 18/ A7.0 IN TOILETS (9 112 AND 113 ONLY. 4. ALL REVEALS IN THE BACKWALL- CUSTOMER SERVICE, TO BE PAINTED - (PT-8) 5. ALL ACCENT WALLS (WALL OPP. DOOR OR OTHERWISE INDICATED) TO BE PAINTED - (PT-6) 6. PROVIDE RUBBER FLOOR TREAD (ST-1) ON TOP OF CONCRETE. PAINT STEEL RISER, STRINGER, RAILING AND HANDRAIL TO MATCH (ST-1). CONFIRM WITH ARCHITECTS OR HERTZ REPRESENTATIVE. 1. FORMING MATERIAL - FOR JOINT OPENINGS UP TO 1/2" IN WIDTH, THE FORMING MATERIAL SHALL BE A MIN. OF 3/8" THICK. FOR JOINT OPENINGS UP TO 3/4" IN WIDTH, THE FORMING MATERIAL SHALL BE A MIN. OF 1/2" THICK. A NOM, 6" IN WIDTH OF FORMING MATERIAL SHALL BE FOLDED IN HALF AND FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. FORMING MATERIAL TO BE RECESSED FROM EXTERIOR FACE OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. 2. FILL, VOID OR CAVITY MATERIAL - MIN. 1/2" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE JOINT, FLUSH WITH EXTERIOR FACE OF WALL. 3. CAULK SEALANT U.L. DESIGN NO. WW-S-0013 CEILING MAINTENANCE BAY ri"')PAINT STANDARDS A6.0 SCALE: 1 /4" _ V-0" PT-3 SHERWIN WILLIAMS SW 2130 PERMA WHITE PT-4 SHERWIN WILLIAMS SW 2121 MONORAIL SILVER PT-5 SHERWIN WILLIAMS SW 2279 SALTBOX BLUE GRFFNRFRG FARROW ARCHITECTURE ENGINEERING PLANNING 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE: 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be. used for ony purpose other than the specific project and site named herein, and cannot he reproduced in any manner without the express written permission from the Architect BRA WING ISSUE RECORD DATE DESCRIPTION 03/28/05 75% PROGRESS SET 03 31 05 95% REVIEW SET TO HERTZ 04/12 05 BUILDING PERMIT 5ET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SISAL PROFESSIONAL IN CNAR®E RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECT I AME THE HERTZ CORPORATION Facilities & Construction HERTZ CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA Her z PRWECT NUMBER 20050184.5 SHEET TITLE PARTITION TYPES, ROOM FINISH SE'CHEDULE LEGEND SHEET NUMBER 1 F DOOR TYPES: HOLLOW METAL DOOR COORDINATE ALL HOLLOW METAL DOOR WITH METAL LOUVER LOUVER SIZES AS MANUFACTURED AS MANUFACTURED W/ MECHANICAL BY STEELCRAFT OR BY STEELCRAFT OR DWGS APPROVED EQUAL APPROVED EQUAL 5'-47 " 6'-0" 3'-0" 2" 3, O" 2° 1'-10" 2„ i `• PAINT GRADE SOLID CORE WOOD DOOR 0 2'-0 �� ' 2'-0" METAL FRAME, I - I , - _ WITH 1 4 I L FLOOR -_ TEMPERED CLEAR SLAB �i / Qi i GLASS SIDELIGHT H.M. SINGLE DOOR 0 H.M. PAIR DOOR H.M. SINGLE DOOR I!J WOOD COMPOSITE DOOR W/ METAL LOUVER W/ METAL LOUVER SCHEDULED WIDTH ,r w s C) w 0 w s cn FLOOR 6 -0 3 -0 -- -- - ALBANY INTERNATIONAL =. _.::._:...._.../- _ RAPID ROLL _ MODEL 670 ........ _ .. __ .__ WITH MAGNETIC _ _ .......__.__._..._. _.__._- LOOP SYSTEM ENTRY AND EXIT - ---- AND TIMED w _ __ - :: CLOSER, WIND �� �' -------- BAR STABILIZERS, -- _.___..___ AND SAFETY --- - __. - ----- EDGE i ® INSULATED STEEL STAINLESS STEEL/CLASS © STAINLESS STEEL/GLASS ROLL -UP DOOR PAIR DOOR SINGLE DOOR HEAD, JAMB & SILL DETAILS: MTL. :iE RI IF? RII\IC, SUSPENDED CEILING %" GYP. BD. ____/ ALUM/GLASS DOOR AND FRAME INTERIOR 12" INSUL. CONCRETE / „ BLOCK WALL GYP. STL. LINTEL (SEE STRUCT DWGS) 6" 20 GA. FABRIC FLASHING @ MTL. STUDS 0 5/8', 6" 5/8" EXTERIOR OF LINTEL 16 O.C. EXTERIOR STUCCO (2) 3-5/8" 18 GA. MTL. WEEPS 0 24" STUD HEADER O.C. @ EXTERIOR LINTEL "., ° OPENINGS 16 CA. MTL. FLASHING FRAME H M. o DRIP @ DOOR D2 0 f STUCCO DRIP 7 1/4" SCREED EXTERIOR K4"�HEAD -- INTERIOR DOOR ALUM./GLASS DOOR A6.1 SCALE: 1-1/2" 6" MTL. STUDS . DOOR @ 16" O.C. (TYP.) , 2" DOOR DIM. g- / � 5/8" GYP. BOARD (2) 6" 20 GA. „ ~a, M"TL. STUDS 5/8 GYP. BD. (PAINTED) ' <r- PROVIDE SHIM _ AS READ. ALUM. DOOR; 16 GA. H.M. FRAME JAMB PROVIDE THREE ANCHORS @ JAMB . -'-" l �5JAMB -" INTERI BACKER OD STUCCO - SEE SPECS OFFSET METAL EXTERIOR THRESHOLD SET IN MASTIC 2 JAMB -�- ALUM. DOOR CARPET (C-1) A6.1 SCALE: 1-1 /2" = 1'-0" /RUBBER TILES ; (RT-1) �\ ullm.r' 1 HEAD ® ALUM, All SCALE, 1-1/2" - 1'-0~ MITER EDGE OF SLAB @MAX. 1:2 SLOPE PRECAST TERRAZZO TILE (PTT-1)/ CERAMIC TILES 1 1) ALUM/GLASS ^ DOOR AND FRAME LONG. SLAB 6 SILL �- INTERIOR DO EXTERIOR INTERIOR A6.1 PREMOLDED ALUM. THRESHOLD SCALE: 1-1/2" = 1'-0" EXPANSION JOINT I BY DOOR FILLER SUPPLIER- SET IN 2 1/4" CLEAR GLASS BED OF SEALANT M SCHEDULED DOOR LO ALUM. THRESHOLD 16 GA. H.M. FRAME K-3-*"'NSILL ALUM. DOOR 5A. MULLION DINT. OFFICE DOOR A6.1 " = " �ZA6�.2SCALE: 1-1 2" oV-0"SCALE: 1-1/2 1 �0/ DOOR SCHEDULE: DETAILS DOOR DOOR LOCATION DOOR FRAME DOOR UNIT THICK PIKE MATERIAL --- -- - DOOR HARDWARE REMARKS ®®®R NUMBER I 1 TYPE TYPE SIZE (WXH) NESS RATING HEAD JAMB SILL NOTES CROUP NUMBER D1 CUSTOMER LOBBY 5 - 16'-0" X ±7'-7" MFR. - ALUM./GLASS 'I/A6.1 2/A6.1 3/A6.1 01 HW-1 D1 D2 (ALT, 1) CUSTOMER LOBBY 6 - I T-0" X ±7'-7" MFR. - ALUM./GLASS 1/A6.1 2/A6.1 3/A6.1 01 HW-1 D2 D3 OFFICE 7 2 j 3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5A A61.1 6/A6.1 - HW-6 D3 D4 HALL-3 3 1 3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 - HW-2 D4 D5 STORAGE 12 1 1 3'-0" X 7'-0"(P ) 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 - HW-7 D5 D6 JANITOR'S CLOSET 1 1 3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 - HW-5 D6 D7 STORAGE 2 1 1 3'-0" X 7'-0"(P ) 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 - HW-7 D7 D8 M.I-S. 1 1 �3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 - HW-6 D8 D9 HALL-2 3 1 3'-0" X 7' 0" 1 3/4" HM 4/A6.1 5/A6.1 6/A6.1 - HW-6 D9 D10 BREAK ROOM 3 1 3'-0" X 7'-0" 1 3/4" HM 4/A6.1 5/A6.1 6/A6.1 01 HW-2 D10 D11 WOMEN'S 1 1 3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 01 HW-10 D11 D12 MEN'S 1 1 3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5/A6.1 6/A6.1 01 HW-10 D12 D13 ELECTRICAL ROOM 1 4 3'-0" X 7'-0" 1 3/4" - STEEL 7/A6.1 8/A6.1 9/A6.1 - HW-9 45 MIN. RATED DOOR D13 D14 WASH BAY 4 - 12'-0" X 10'-0" MFR. - STEEL 1O/A6.1 11/A6.1 12/A6.1 - HW-4 D14 D15 WASH BAY 4 - 12'-0" X 10'-0" MFR. - STEEL 1O/A6.1 11/A6.1 12/A6.1 - HW-4 D15 D16 CAR WASH EQUIP. AREA 3 4 3'-0" X 7'-0" 1 3/4" - HM 7/A6.1 8/A6.1 9/A6.1 01 HW-3 D16 D17 PUMP ROOM 3 4 3'-0" X 7'-0" 1 3/4" - STEEL 7/A6.1 8/A6.1 9/A6.1 - HW-9 D17 D18 MAINT. WOMEN'S 1 4 3'-0" X 7'-0" 1 3/4" - HM 13/A6.1 14/A6.1 15/A6.1 01 EIW-10 D18 D19 MAINT. MEN'S 1 4 3'-0" X 7'-O" 1 3/4" - HM 13/AG.1 14/A6.1 15/AG.1 01 HW-10 D19 D20 MAINTENANCE BAY 4 - 10'-0" X 12'-0" MFR. - STEEL 1O/A6.1 11/A6,1 12/Al - HW-4 D20 D21 MAINTENANCE BAY 3 4 3'-0" X 7'-0" 1 3/4" - HM 7/A6.1-- 8/A6.1 9/A6.1 01 HW-3 D21 D22 WORK AREA (INTERIOR) 3 4 3'-0" X 7'-0" 1 3/4" - HM 13/A6.1 14/A6.1 15/A6.1 - HW-6 D22 D23 WORK AREA (EXTERIOR) 3 4 3'-0" X 7'-0" 1 3/4" - STEEL 7/A6.1 8/A6.1 9/A6.1 01 - HW-3 D23 D24 VACUUM/COMPRESSOR ROOM 2 3 5'-8" X 7'-0" 1 3/4" - STEEL 7/A6.1 8/A6.1 9/A6.1 - HW-8 D24 D25 FLUID STORAGE 2 3 5'-8" X 7'-0" 1 3/4" - STEEL 7/A6.1 8/A6.1 9/A6.1 - HW-8 D25 D26 BREAK ROOM 3 - 3'-0" X t7'-7" MFR. - ALUM./GLASS 7/A6.1 8/A6.1 9/A6.1 01 HW-1 D26 D27 MAINT. MEN'S 1 4 3'-0" X 7'-0" 1 3/4" - HM 4/A6.1 5/A6.1 6/AF,.1 01 HW-10 D27 GENERAL ISIDIES DOOR SCHEDULE NOTES: 01. COORDINATE ALL LOCKING DEVICES WITH DOOR SUPPLIER. 02. BALANCE OF ALL DOOR HARDWARE BY DOOR SUPPLIER. 01. DOOR CLOSER TO BE MOUNTED ON ROOM SIDE OF DOOR. 03. PAINT EXTERIOR DOOR FRAMES TO MATCH DOOR. 06. REFER TO SPECIFICATIONS FOR ADDITIONAL DOOR AND HARDWARE INFORMATION 04. PROVIDE WOOD BLOCKING AT ALL WALL MOUNTED DOOR STOPS AS REQUIRED. 07, INTERIOR H.M. AND WOOD DOOR & FRAMES TO BE PAINTED. 05, DOOR FRAMES SHALL BE HOLLOW METAL PER SPECIFICATIONS AND TYPICAL ARCHITECTURAL 08. VERIFY PAINT COLORS WITH HERTZ FIELD REPRESENTATIVE. DETAILS OR SPECIFIED OTHERWISE. 12" INSUL. 12" (2) STL, CONC.BLOCK WALL ANGLES FABRIC FLASHING EXTERIOR OPENINGS `'' �X , (2) 6" CONC. ,� SEALANT BLOCKS ON ANGLES �'? / WEEPS 0 24" �" ` n f� O.C. @ EXTERIOR OPENINGS �� X ob T.O. OPNG STUCCO BASE - TRIM SCREED I� ° `' 4" @ DRIP ° ' DOOR, SEALANT ' GROUT HEAD FULL j RAKE MORTAR CK H.M. DOOR & BOTH BID S 7 FRAME - PAINT EXTERIOR 1" 7 7/8�, INTERIOR 1*0�7HEAD - H.M. DOOR A6.1 SCALE: 1-1/2" = 1'-0" SEALANT W/ BACKER ROD, BOTH SIDES HOL. METAL JAMB ANCHORS HOL. MTL. DOOR (3) PER JAMB EXTERIOR STUCCO --� WEEPS @ 24" O.C. FABRIC FLASHING IN I 8" CMUWALL z"Ix CMU STEEL ` LINTEL. (SEE (2) STL. SEALANT STRUCT DWGS) ANGLES (SEE - 4 V� STRUCT DWGS) � x \/ X,�x T.O. OPNG „ >' \ N r, INTERIOR SEALANT GROUT " HEAD FULL RAKE MORTAR CK I. DOOR �` "' H.M. DOOR ;;; BOTH BID S & FRAME - _ EXTERIOR STEEL CHANNEL/ PAI NT INTERIOR - CMU LINTEL - REFER STRUCT. rio HEAD O.H. DOOR DWGS, rl'34""NHEAD - H.M. DOOR A6.1 SCALE: 1-1/2" = 1'-0" A6.1 SCALE: 1-1/2" = 1'-0" HOL. METAL JAMB (FILL O.H. DOOR INTERIOR SOLID W/CONC, 12" CMU W/INSUL. � SEALANT W/ BACKER ROD, INSERTS (ALL EXTERIOR BOTH SIDES WALL) (TYP.)7 ANCHORS - INTERIOR (�i QFD IAAAR CONT. BENT `. STEEL PLATE D JAMB (PAINTED) SEE STRUCT. % -I, , DWGS. FOR SIZES 12" INSUL. < ;x� ; CONCRETE BLOCK INTERIOR %"\/ `�%�'\; (W/INSERTS) r8"'\JAMB --�- H.M. DOOR STUCCO FINISH 3 EXTERIOR A6.1 SCALE: 1-1/2" = 1'-0" 11 JAMB - O.H. DOOR ALUM. THRESHOLD 12' A6.1 SCALE: 1�1/2�=- 1'-®" SET IN BED OF 7/8 CONT. BENT STEEL PLATE SEALANT - - - JAMB (PAINTED)- SEE a STRUCT. DWGS. FOR z - SIZES cn w O.H. - - -- -- EXTERIOR ^INTERIOR DOOR CONC. PAD OR LANDING - /,, c1I - SLOPE AWAY FROM DOOR !% INTERIOR CONC. - EXTERIOR 1 /4" PER FT (MIN) 1 TO _- _ - - 12 (MAX) � �' �--SLAB - FIN. FLR. EL. 0'-0" r--EXP. ,'l/2" PREFORMED JT. W/ SEALANT 9 SILL -- H.M. DOOR A6.1 SCALE: 1-1 /2" = 1'-0" 0 - - -- IN - 1 r1'2'l1LL O.H. DOOR A6.1 SCALE: 1-1/2" = 1'GO" INTERIOR BLOCK WALL HOL. MTL. DOOR 14 JAM H.M. ®®®R A6.1 SCALE: 1-1/2" = 1 '-0" 8„ 15 SILL H.M. DOC A6.1 SCALE: 1-1/2" = 1'-0" FIN. FLR, EL. 00'-0" DOOR FRAME TYPES: 3'-4" 2'` 3'-0„ 2" 1'-10" 2„ 2" 2„ _ CV �1 r I I � I FLOOR SLAB H.M. SINGLE DOOR 0 OFFICE DOOR FRAME(OSTUD WALL) W/SIDELITE FRAME ®STUD WALL 6'-0" 3'-4" r 2 2 2= CV I I FLOOR S LAB ®H.M. PAIR DOOR ® H.M. SINGLE FRAME DOOR FRAME (@CMU WALL) DOOR HARDWARE GROUPS: GROUP HW-1 HARDWARE BY ALUM. DOOR SUPPLIER GROUP HW-2 3 EA. BUTT HINGES 1 EA. LOCKSET - EXIT FUNCTION 1 EA. CLOSER 1 EA. CYLINDER 1 CONSTRUCTION CORE GROUP HW-3 3 EA. BUTT HINGES 1 EA. LOCKSET - EXIT FUNCTION 1 EA. CLOSER 1 EA. CYLINDER 1 EA. THRESHOLD 1 EA. DRIP EDGE 1 EA. WEATHER SEAL 1 CONSTRUCTION CORE GROUP HW-4 CHAIN -OPERATED O.H. DOORS 1 EA. PADLOCK 1 CONSTRUCTION CORE GROUP HW-5 3 EA. BUTT HINGES 1 EA. LOCKSET - CLASSROOM FUNCTION 1 EA. CYLINDER 1 CONSTRUCTION CORE 1 WALL STOP GROUP HW 6 3 EA. BUTT HINGES 1 EA. LOCKSET - STOREROOM FUNCTION 1 EA, CYLINDER 1 CONSTRUCTION CORE 1 WALL STOP GROUP HW-7 6 EA. BUTT HINGES 1 LOCKSET - STOREROOM FUNCTION 1 CYLINDER 1 CONSTRUCTION CORE 1 FLUSH BOLT 1 WALL STOP GROUP HW-8 PAIR OF DOORS 6 BUTT HINGES (3 EA.) 1 EA. LOCKSET - PASSAGE LATCH 1 EA. CYLINDER 1 FLUSH BOLT 1 THRESHOLD 1 DRIP EDGE 1 WEATHER SEAL GROUP HW-9 3 EA. BUTT HINGES 1 EA. LOCKSET - STORE ROOM 1 EA. CLOSER 1 EA. CYLINDER 1 EA. THRESHOLD 1 EA. DRIP EDGE 1 CONSTRUCTION CORE GROUP HW-10 3 EA. BUTT HINGES 1 EA. PRIVACY LOCKS 1 EA. CLOSER 2 EA. KICK PLATES 1 EA. PULL PLATE 1 EA. PUSH PLATE 1 EA. 'MENS' OR 'WOMENS' 1 EA. WALL STOP D_ HARDWARE LEGEND P ODUCT MANUFACTURES: A) BUTTS (HINGES): 1. MANUFACTURE: MCKINNEY 2. MODEL/ITEM: TA2714. 3. NRP A tt EXTERIOR OUTSWING DOORS B) LOCK SETS /LATCHSETS: 1. MANUFACTURE: SCHLAGE 2. MODEL/ITEM: NEPTUNE (NEP) 3. FINISH: 626, SATIN CHROMIUM PLATED. LOCK SET FOR PAIR OF DOORS MANUFACTURER: SCHL ACE MODEL: L SERIES - 1970 CLASSROOM FUNCTION FINISH: 626, SATIN CHROMIUM PLATED. C) CLOSURES: 1. MANUFACTURE: LCN 2. MODEL/ITEM: 4130 SERIES WITH OPTIONAL PLATED FINISH ON COVER, ARM & FASTENERS. PARALLEL ARM. D) KICK PLATES: 1. MANUFACTURE: ROCKWOOD 2. MODEL/ITEM: K1050, 10 INCHES HIGH 3. FINISH: STAINLESS STEEL_ E) WALLSTOPS: 1_ MANUFACTURE: ROCKWOOD 2. MODEL/ITEM: 409 F) FLUSH BOLTS: 1. MANUFACTURE: DCI 2. MODEL/ITEM: #750 (FLUSH BOLT) WITH #80 G) THRESHOLDS: STRIKE) 1. MANUFACTURE: NATIONAL GUARD 2• MODEL/ITEM: #750 (FLUSH BOLT) WITH #80 RUSTPROOF STRIKE) 3. INISH: MILL FINISH ALUMINUM. H) WEATHERSTRIPPING: 1. MANUFACTURE: NATIONAL GUARD 2. MODEL/ITEM: 5050 C. 1) CYLINDERS: 1. MANUFACTURE: SCHLAGE. J) S TRIKES: 1. MANUFACTURE: SCHLAGE. 2. MODEL/ITEM: ANSI STRIKE- STANDARD 10-025. 3. FINISH: 626, SATIN CHROMIUM PLATED. K) SMOKE SEALS: 1. MANUFACTURE: NATIONAL GUARD. 2. MODEL/ITEM: "S" LABEL 5050 C. 3. RATING: AS REQUIRED PER DOOR. L) PANIC HARDWARE: 1. MANUFACTURE: VONDUPRIN. 2. MODEL/ITEM: 98L-F (FIRE RATED) & 98L (NONFIRE RATED) DEVICE, 3, RIM CYLINDER KEY GUARD WITH BUILDING STANDARD, 4. US 26D, SATIN CHROMIUM PLATED, M) PULL / PUSH PLATES: 1. MANUFACTURER : HAGER 2. MODEL /ITEM: 30S 8X16 NOTE: THIS LIST OF HARWARE IS FOR REFERENCE ONLY AND IS NOT -TO BE CONSIDERED A COMPLETE LIST OF HARDWARE ITEMS_ GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING IN ® e 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE [his drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site narne:d herein, and cannot be reproduced in any manner without the express written perrnission frorn the Architect ®RAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03/31/05 95% REVIEW SET TO HERTZ 04/12/05 BUILDING PERMIT SET REV7310N RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PR®FESSAFONAS IN CNARRE RICHARD RHODES P80IECT 91ANARER LUIS BUENAVENTURA, AIA QUALITY CON7WOLI W. DRURY - PROJECT NAME THE HERTZ CORPORATION Feclllties H Construction HER CAI � RENTAL(M) FACILITY 5050 CARRIER AVENUE SANFORD, FLORIDA RZ9 C�u PROJECT NUMBER 20050184.5 $MEET TITLE DOOR SCHEDULES, DOOR TYPES LEGEND $MEET NUMBER A60 I L 0 D WINDOW SCHEDULE: WINDOW SIZE - MATERIAL — -- DETAILS - REMARKS WINDOW NIJMSER W H T IDEA® JAMS SILL NIJMSER - W1 15'-0" 8'-0° - ALUM. GLASS / 1 A6.1 / 2 A6.1 / 3 A6,1 / HEAD, JAMB, AND SILL FRAME DETAILS PER MFR. STANDARD W1 INTERIOR -- - _ SHIM AS REQ. 1 EXTERIOR W2 10'-0" 8'-0" - ALUM./GLASS 1/A6.1 2/A6.1 3/A6.1 OPERABLE WINDOW _ PROJECT OUT WZ 4 1/2" 1'-1 3/8" 12" INSULATED CMU WALL INSULATED INSERTS INTERIOR W3 10'-0" 10'-0" - ALUM./CLASS 1/A6.1 2/A6.1 4/A6.1 W3 5/8" GYP. BD. (PAINTED) STUCCO W4 - f3'-3" 10'-0" - ALUM./GLASS 1/A6.1 2/A6.1 4/A6.1 W4 4" DIA. DRAIN 3-5/8 1 -2 C 5/8" GYP. BD. / ; f x 12" INSULATED CMIJ W5 5'-0" - 5'-4" - ALUM./CLASS 1 /A6.1 - — 2/A6.1 -- 3/A6.1 OPERABLE WINDOW -- — W5 — 3-5/8" MTL. STUDS 5/8„ GY (PAINTED) }; < -�� WALL W/ INSERTS — — — — - — PROJECT OUT - - - �_- 5/8" GYP. OD. (PAINTED) (PAINTED— , - FURRING \ . '' ` , l % 4" DIA. DRAIN GENERAL NOTES: UBD� FURRING 12" INSULATED l FURRING _ \/ LINE OF METAL SILL BELOW , CMU WALL W/ i� , �. 01. --- T x i%0 SHIM AS REQ. BLINDS 1 INSERTS %� , `x I —�E )5/8 GYP. BD. (PAIN ;{ ; ALUM. WINDOW JAMB { � x " X �,' ;' 3-5/8" MTL. STUDS l t / SEALANT & BACKER ROD / CERAMIC TILES (IYP.) /, \, /_,i \/ CAULK & rov (D-L�/ STUCCO - SEE SPECS INTERIOR �_ LINE OF CONC. SILL BELOW EXTERIOR 4 STL. COL - SEE STRUCT. DWGS STUCCO (TYP.) 1 EXTERIOR G 5 VETAIL - F� A6.2 J SCALE: 1 " = 1'-0" RING 0 DS 6 DETAIL - FURRING A6.2 J SCALE: 1" = 1'-0" z MTL. FURRIN SUSPENDED CEILING --- %" GYP. BOARD WINDOW BLINDS — WINDOW TYPES: 7 VETAIL - FURRING 0 DS A6.2 SCALE: 1 " = 1'-0" F — FIXED 0 — OPERABLE PROJECT —OUT 1 A6.2 15' -0" 10' -0„ 4'-10" 4'-9" 2EQ. 7" EQ. 2„ c i C'F cv- Ln F F F C" F F �, C- O cfl I I A6.2 Ca oo N F F F _ I c" /F F oo �, o CLn cl, I r, cV F F F 0 \;, 0 V C, p o I - FINISH FLOOR �' `A N 0' EL.=O'-O" W1 - FIXED W2 - FIXED/AWNING 12" INSUL. CONC. BLOCK WALL W/ INSERTS FABRIC FLASHING ® EXTERIOR OPENINGS STL. LINTEL (SEE STRUCT DWGS) EXTERIOR STUCCO WEEPS Q 24" O.C. ® EXTERIOR OPENINGS ALUM./GLASS WINDOW 1 MEAD - ALUM. WIND A6.2J SCALE: 1-1 /2" = 1'-0" 2 JAMB - ALUM. WIND A6.2,/ 5/8" GYP. BD. (PAINTED) LINE OF METAL SILL BELOW SHIM AS REQ. WINDOW BLINDS ALUM. WINDOW JAMB SEALANT & BACKER ROD CAULK STUCCO - SEE SPECS LINE OF CONC. SILL BELOW �3'-3' (V.I.F.) 4'-9° 2" 4'-9" 2' 2'-11 2 cat .in F F C1, F c1 Q CD co cl, F F F Ln F F F CV. r F / F ri l i F W3 - FIXED As z W4 - FIXED 3 SILL - ALUM. A6.2 SCALE: 1-1/2" = 1'-0" I6 5-0" 4'-8" 2' CI, 'i j i cl, F Ln \ \ 1.0 I 0 0 I CONC. FLOOR SLAB FLOOR FINISH —f W5 - FIXED/AWNING ALUM./GLASS WINDOW 1/2" PREFORMED EXPANSION JOINT W/ SEALANT 4 SILL - ALUM. WINDOW A6.2 SCALE: 1-1/2" = 1'-0" GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING e m ?65 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE 'this drowiny is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and connot be reproduced in any manner without the express written permission from the Architect URR� WING ISSUE RECORD DAME DESCRIPIIUN 03 28/05 75% REVIEW SET 03 31/05 95% REVIEW SET TO HER1L 04 12/05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE RICHARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL, W. DRURY PROLIECT NAME THE HER77 CORPORATION Facilities & Construction HERTZ CAR RENTAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLOR/DA PROJECT NUMBER 20050184,5 SHEET TITLE WINDOW SCHEDULES, WINDOW TYPES & C.O.W. SHEET NUMBER z Q0 17"MI z CLEAR ( X o I FLOOR O �� I- SPACE - 19" MAX 48"MIN LAVATORY 6" MIN. (fYP.) 30" MIN. r CLEAR _FLOOR x HANDICAP I SPACE I _ ` a z UNIT o' C' o C°m = - N Cl r+� � � t• 8"MIN 6, MAX IN "MI ELECTRICAL WATER COOLER RAISED - -- W O M E LETTERS B E N SIGN #1 BRAILLE SIGN 2 NOTE: 1. ALL LETTERS AND NUMERALS ARE TO BE RAISED 1/32 INCHES, UPPER CASE, SANS SERIF OR SIMPLE SERIF AT LEAST 5/8" HIGH BUT NO HIGHER THAN 2". BRAILLE IS TO BE GRADE 2. 2. ROOM -ID & WAY FINDING SIGNAGE ARE PROVIDED & INSTALLED BY C.C. SCALE: N.T.S SCALE: 1 /4" = 1'--0" I--v) LAV H LWC_H� IIII ELEVATi ON -- SCALE: 1 /4" = 1'-0" a 0 I SCALE: 3" = 1'-0" - 1 CT-1 CT-2 CT- 3 CT-1 TO FLOOR �8 PATTERN IAMIC N TOILET (CWT) ALv SCALE: N.T.S (FOR MEN'S-113 & WOMEN'S-112 ONLY) ELEVATION SCALE: 1 /4" = 1'-0" ELEVATION SCALE: 1 /4" _ 1'-0" "W LO KE -H 00 GRAB BAR DETAIL - SEE 20/A7.0 s a z 9 3" CLEAR cr CL OF PROTRUDING 36" 6" (MAX.) 54" MIN. ` OBJECT OR }2" 42" GRAB BAR 13 o z — _ z- DOOR SWING (TYP.) 12 SANITARY NAPKIN i � o DISPOSAL X _ 1- 10 �. L- I � C QD kAX c' TOILET TISSUE n, i � �0 z Q rJ 9' DISPENSER = °° ,� ' ¢ (D a C9Cal 36" MAX TOILE"( SEAT SURFACE MOUNTED COVER DISPENSER TOWEL DISPENSER MIRROR WITH STAINLESS STEEL HAND DRYER INTERIOR SIGNAGE WASTE TOILET —SEAT —COVER TOILET FIXTURE ANGLE FRAME — SEE DWG. 19/A7.0 RECEPTACLE DISPENSER ;T-1 CERAMIC WALL TILE (CT) MANUFACTURER: AMERICAN OLEAN STYLE: SATIN GLO COLOR: WHITE D26 SIZE: 2"X2" :T-2 CERAMIC WALL TILE (CT) MANUFACTURER: AMERICAN OLEAN STYLE: SATIN BRITES COLOR: Y64 GLOSS BLACK - (ACCENT) SIZE: 2"X2" NOTE: GROUT AT CWT-1-3 MANUFACTURER: HYDROMENT COLOR: MISTY GRAY 361 (GROUT SEALER TO BE USED) -T-3 CERAMIC WALL TILE (CT) MANUFACTURER: AMERICAN OLEAN STYLE: SATIN GLO COLOR: SATIN MAIZE D06- YELLOW SIZE: 2"X2" NOTE: GROUT AT CWT-1-3 MANUFACTURER: HYDROMENT COLOR: MISTY GRAY 361 SCALE: 1 /4" = 1'-0" CERAMIC WALL - TILE (TYP.) - SEE DWG. 18/A7.0 ELEVATION SCALE: 1 /4" - 1'-0" TOILET FIXTURE LEGEND SYMBOL DEFINITION WC WATER CLOSET WC—H WATER CLOSET —HANDICAPPED ACCESSIBLE LAV LAVATO RY LAV—H LAVATORY — HANDICAPPED ACCESSIBLE UR URINAL UR—H URINAL — HANDICAPPED ACCESSIBLE EWC ELECTRIC WATER COOLER SS SLOP SINK TOILET ACCESSORIES FIXTURE MANUFACTURER LEGEND MODEL COLOR REMARKS STAINLESS STEEL 18" W X 30" H BOBRICK B-290 1830 MIRROR ELECTRIC WATER COOLER FOUNTAINS SEE SPECS. SEE SPECS. z� SEE SPECS B-2860 SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER STAINLESS STEEL BOBRICK GRAB BAR B-6806 (36" LONG) STAINLESS STEEL SATIN FINISH BOBRICK GRAB BAR B-6806 (42" LONG) STAINLESS STEEL SATIN FINISH 5❑ BOBRICK B-254 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL STAINLESS STEEL 6❑ BOBRICK B-2250 WASTE RECEPTACLES STAINLESS STEEL OPTIONAL ACCESSORY: B-2250-3 BOBRICK B-2111 WALL MOUNTED SOAP DISPENSER STAINLESS STEEL VERTICAL UNIT a� BOBRICK B-700 SURFACE MOUNTED HAND DRYER WHITE 208-230V AC, 9-10 AMP, 1900-2300 WATTS, 50/60 HZ, SINGLE PHASE, UL/C—UL LISTED BOBRICK B-2888 SURFACE MOUNTED MULTI —ROLL TOILET TISSUE DISPENSER STAINLESS STEEL SATIN FINISH 10 BOBRICK B-212 COAT HOOK WITH BUMPER CAST ALUM. HARD RUBBER BUMPER 1 BOBRICK 1z BOBRICK B-221 SURFACE —MOUNTED TOILET SEAT COVER DISPENSER STAINLESS STEEL SATIN FINISH 13 ACCESSIBLE ROOM SIGN WHITE/BLACK SEE DWG. 19/A7.0 8'-0" H. PAINT H.M. CERAMIC MOSAIC DOOR & FRAME WALL TILE (TYP.) (TYP.) - 8 12 - 9 - fl 8 00 K RS �bl ,• _ T LAV-H FA 3 6 5 LAV-H . - v o n 00 7 WC -H 10 WC-H 4 ELEVATION 1� ELEVATION 12 ELEVATION '•0 SCALE: 1 /4" = '1'-0" AT? tSCALE. 1 /4" 1'-Cr �ATO SCALE: 1 /4" = 1'-0" ELEVATION SCALE: 1 /4" = 1'-0" CERAMIC WALL - TILE (TYP.) - SEE DWG. 18/A7.0 _ I - 4 � _U - o LA H .. rr, L0 f) O = X �A `T I 7 r 12 l ELEVATION s ELEVATION — ELEVATION SCALE: 1 /4" = 1'-0" A7.0 SCALE: 1/4 " = 1'---0" A�OkALE: 1 /4" = 1'-0" GREENBERG FARROW ARCHITECTURE E-NGINEERING PLANNING m " 65 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE this drowinq is the properly of the above referenced Architect and is riot to he used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect BRA WING ISSUE RECORD DATE DESCRIPTION 03 14/05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12/05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIP}ION PROFESSIONAL SEAL 117 1.3 i PROFESSIONAL /N CHARGE J 7 RICHARD RHODES 9 f, PROJECT MANAGER 8�/�A_/O 14 LUIS BUENAVENTURA, AIA '• 1 QUALITY CONTROL I 16 }' W. DRURY PROJECT NAME 12 10 6 4 10 5] 12 V- 8„ 7'-4„ THE HERTZ CORPORATION ENLARGED RESTROOMS PLAN Facilities & Construction SCALE: 1 /4" - V-0" HERTZ -----. VINYL CORNER CAR RENTALITAg HALL-1 I--...... - GUARDS 5 -0 N,l� // H. CLEAR (TYP. FACILIff Y 1 OF ALL OPEN ® CORNERS) STORAGE JANITOR'S i ® STORAGE 3050 CARRIER AVENUE 104 = CLOSET- = 102 103 I " SANFORD, FLOAJDA 12 10 d 6 SS 4\1 Egli milmilltimilm II - II lull®�®II_��IIJ IIII�II®Ilgll!l111911I�� / 9 I_ " \ 1 7 5 __ 5 4 � i �� 6's �< WOM 4 PROJECT NUMBER XA 9I 112 i M N'S g g 20050184.5 r g. 1q /)— j411-3- — 511 , - i o : _ SHEET TITLE ' 1 = 11 �Iia ii_iimii_n.-�� ilI_l.111-_iisii_ii.n ENLARGED RESTROOM 13 PLANS / ELEVATIONS, EW 11 LEGEND & DETAILS A7.0 7'-4" 6" - 6" 7'-4° SHEET NUMBER ENLARGED RESTROOMS PLAN -- MAINT.A79u IF SCALE: 1 /4" = 1'-0" J L_ F_ 6" STUD WALL W/ ACOUSTICAL INSULATION PROVIDE BLOCKING AS REQUIRED PROVIDE 1 /8"0 2" O.C. FOR SHELF SUPPORT-- 3/4" MDF ADJ. SHELF W/ PLASTIC LAM. GYP. BD. DROPPED SOFFIT 1 /4" PLYWOOD BACKING 0 I t�J PLAS. LAM. DOOR W/ WIRE PULLS Tx PLASTIC LAM. ON o 2'-1" 3/4" MDF TOP, -, BACKSPALSH _ &_ EDGE Xx PROVIDE INSULATION FOR ALL EXPOSED _ -� i PIPES i' �, r� OUTLINE OF CABINET BEYOND 4 ENLARGE® BR A7.1j SCALE: 1 /2" = V -0" IV 6" STUD WALL W/ ACOUSTICAL INSULATION PROVIDE BLOCKING AS REQUIRED - PROVIDE 1 /8" 0 0 2" O.C. FOR SHELF SUPPORT 3/4" MDF ADJ. SHELF W/ PLASTIC LAMINATE PLASTIC LAM. ON 3/4" MDF TOP, BACKSPALSH & G EDGE 3/4" MDF ADJ. SHELF WITH PLASTIC LAM. NOTE: INTERIOR SURFACES OF CABINETS SHALL BE WHITE MELOMINE LAMINATE GYP. BD. / DROPPED SOFFIT 1 /4" PLYWOOD BACKING i PLAS. LAM, DOOR W/ WIRE PULLS X 3/4" MDF W/ PLASTIC LAMINATE _ 2'-1" o 00 �, RAWER I„ n PLAS. LAM. DOOR i & DRAWERS WITH WIRE PULLS 1 1 /4" PLYWOOD BACKING �— CLOSURE PANEL WITH RUBBER BASE 3 ENLARGE® 13RE A7.1 SCALE: 1 /2" FIN. CEILIN( GYP. BD. E SOFFIT PLAS. LAM. CABINETS PLASTIC LA BASE CABII CO U NTERTC BACKSPLAS 2 A ENLARGE® BREAK A7.1 SCAB E: 1 /2" = 1 `-0" CONC. FILL IN CORE FLEXICORE DECK UP TO LENGTH OF PLATE REBAR n •4 L TOGGLE 4"x4 x1/4" PIPES— - __ PLATE 2#3x1'-0" W/ NUT & WASHER LONG ROD CL OF ROD C. 3/8" 0 HDI-P COUPLING DROP -IN ANCHOR BY HILTI OR EQUAL ,:-�-=.,. (11 _ f 1 METAL `/ ANGLE P=250 LBS, P=250 LBS. TYPE "A" TYPE "B" TYPE "C" TYPE "0" NOTES: 1, FOR INSTALLATION, REFER TO MANUFACTURER'S GUIDELINES. 2. FOR HEAVIER LOADS, USE TYPE "C" OR "D" CONNECTION. 3. PROVIDE NOT MORE THAN ONE HANGER WITHIN 15"x 15" AREA. TYPICAL PIPE SUPPORT & 5 HANGER DETAIL VA7_1 SCALE: (KENMORE BLACK 1.2 CU. FT. BREW N WAVE MICROWAVE OVEN - SUPPLIED & INSTALLED BY GC. (KENMORE BLACK 4.9 CU.FT. COMPACT REFRIGERATOR) SUPPLIED & INSTALLED BY GC. 6" STUD WALL - P12 6" STUD WALL - W/ ACOUSTICAL INSULATION - P11 12" CMU PERIMETER WALL W/ INSULATED INSERTS (TYP.) - P3 2'-0" e I I � STINK m i s REF. I BELOW I I. 41 1 ENLARGE® BI A7.1 SCALE: 1/2 x 1 `-0" 11, I� GREENBERG FARROW 26' ARCHITECTURE F—NGINEERING PLANNING III m i DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE its drawing is the properly of the above �ferernced Architect and is nol to be used )r any purpose other than the specific reject and site norned herein, and cannot e reproduced in any manner without the xpress written permission frorn the Architect ®RAWINR ISSUE RECORD 1AIE DESCRIPTION 13 14 05 50% REVIEW SET 13 28/05 75% REVIEW SET 11 05 95% REVIEW SET TO HERTZ )4 12/05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION_ PROFESSIONAL SEAL PROFESSIONAL IN CHARGE RICFiARD RHODES PROJECT MANAGER LUIS BUENAVENTURA, AIA QIIASITy CONTROL - W. DRURY PROJECT NARK THE HERTZ CORPORATION Facilities & Con structi®,n HERTZ CAR REN TAL(QTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TIT[ ENIARGE'D BREAK ROOM / MISC. PLANS / ELEVATIONS RETAILS SHEETNUMBER J o BLACK PAINTED TOP BAND GUARD BOOTH 1 /4" CLEAR GLASS 2"X2" STEEL TUBING METAL PANEL W/ SILVER METALLIC PAINT AT BOTTOM OF BOOTH 6" DIA. BOLLARD (TYP.) GROUND LEVEL EL. 0'-0" 2" x 2" STEEL TUBII (2) FLOURE FIXTURES Vv AROUND LE LINE OF CA BLACK PAINTED TOP BAND GUARD BOOTH / 1 4 CLEAR GLASS / 2"X2" STEEL TUBING_J L _J I rI METAL PANEL W/ SILVER U METALLIC PAINT AT BOTTOM OF BOOTH 6" DIA. BOLLARD (TYP-) GROUND LEVEL EL. 0'-0" 8 SIDE ELEVATION_ �- GUARD BO A8.0 SCALE: 1 /2" = 1'--0" 4'-4° 4'-0" 5 REFLECTED CEILING P A8.0 SCALE: 1 /2" = 1'-0" G i 2'-6"T 20'-0" II II II ,-) SIDE ELEVATION — GUARD BOO A8.0J SCALE: 1 /2" = 1'-0" 20'-0" �Z- 6 " , ,, , - I—'. I— ,.. , . 1 .,, , ,, .,.. BOOTH (TYP.) 6 RENTAL EXIT A8.0 IF V SCALE: 1 /4" = 1'—O" TELEPHONE PROVIDE CC SUPPLY (2) PLEX GFIC MOUNTED U 1 /4" CLEAF GLASS 2" x 2" STEEL TUBII FRONT COU EXITING CU`. SLIDING DO BACK COUk ROOF MOUE FIVAC UNIT SHOWN FOf CLARITY) SLOPED CO PAD BY G.( (SEE STRUC DWGS, SLOE = 3 "/ 1 FT' BUS EXIT — ELEVATION In l �4FLOOR PLAN TYP. A8.0 SCALE: 1 /2" i 1'-0" No GENERAL NOTES: 1 • ALL BUILDING DIMENSIONS ARE FROM FACE OF WALL UNLESS NOTED OTHERWISE. 2. BOOTH 'TO BE PLACED ON A CONCRETE PAD. 3. BOOTH IS TO COME EQUIPPED WITH A ROOF MOUNTED A/C UNIT. VERIFY HEATER UNIT 4. PAINTING: A) 2 PART EPDXY MARINE PRIMER (2 COATS) 4-6 MIL. B) 2 COATS SOLVENT POLYURETHANE HERTZ BLACK 4-6 MIL, 5. VERIFY SIZE OF GUARD BOOTH WITH ALL OPERATIONS EQUIPMENT. 6. OUTLETS IN THE BOOTH TO BE GFIC. 7. VERIFY POWER DATA TELEPHONE & SECURITY REQUIREMENTS WITH OPERATIONS. 8. DISCONNECT TO BE LOCATED IN THE GUARD BOOTH 9. STUB -UP POWER, DATA, TEL., AND SECURITY INSIDE GUARD BOOTH. NO CONDUIT OR EQUIPMENT TO BE SURFACE MOUNTED ON BOOTH. y 3 !U'-0„ I I I 20'-0" 20'-0" 20'-00"10'-0" 12'-6" 7' 6" 12'-6" 7' 6" 7NO RAISED 3'-9" '-6' 3'-9" VV v PROPERTY CURB LINE (TYP.) �E A\ ° A ° A� r_� F J El 1 -4------------------�'- , --- , -----------------�-- --- �_i �1 Ill RAISED CURB (TYP.) 4 A8.0 — 4 0 _ i �J 4-4 30'-U" , °n T ° °FFi NEW STEEL GUARDRAI L 0 0 I COLUMN ° I > ° (� 12 (TYP.) o in I (TYP.) BOLLARD I I C1, CANOPY 15' SETBACK — ABOVE _ — REFLECTOR t Vu I i u u I o mI @ 2'-6„ O/C (TYP.) SURFACE MOUNTED B �� B e MOTORIZED TRAFFIC _I CONTROLLER TIGER ILLUMINATED �-- i� D %'� �D ? BOX SIGH �D TEETH &ARM GATES (TYP.) TIED TO GUARD , BOOTHS (TYP.) --- ---- �� SURFACE MOUNTED SLIDING 3 MOTORIZED TRAFFIC z f '' 6 FENCE GATE �j PROPERTY CONTROLLER TIGER LINE TEETH & ARM GATES REMOTLY TIED TO I - / BUSES AND ALSO TO GUARD BOOTHS PAVEMENT G� %� : �,,/ CURB (TYP.) MARKING 4" STRIPING i NOTE: GUARD BOOTHS TO BE PROVIDED BY SUPPLIER & INSTALLED BY CONTRACTOR. NEW GUARDRAIL 2 RENTAL EXIT do BUS EXIT PLAN PLAN NORTH \ (TYP.) ks �OSCALE: 1 /8" - 1'-O" 6" CONC. CURB — — �— — ILLUMINATED BOX 15 SETBACK /� SIGN 7 C� C. 8.0 Y �. Car Return & BUS Entty 20'-0" 3 NCAR RETURN BUS A8�SCALE.8" = 1'-0" PASSIVE SURFACE MOUNTED TRAFFIC CONTROLLER DEVICE (TYP.) PROPERTY LINE TRY — PLAN PLAN NORTH t) I -- - - - - ------ ------ ------ ------ 1 LOCATION PLAN PLAN NORTH A8.0 SCALE: 1" � 30'-0" ARCHITECTURE_ ENGINEERING PLANNING e ■� e 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drowiny is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any rnonner without the express written permission from the Architect DRAWING ISSUE RECORD DA IE DESCRIPTION 03 14 05 50% REVIEW SEi 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET f0 HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DAME DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL, IN CHARGE RICHARD RHODES PROJECT MANA®ER LUIS BUENAVENTURA, AIA QUALITY CONTROL. W. DRURY PROJECT NAME THE HERTZ CORPORATION FadiRies & Construction HERTZ CAR RENTAL(QTA) FACILITY 3030 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE GUAR® BOOTH PLAN, ELEVATIONS, SECTIONS & DETAILS SHEET NUMBER J BLACK PAINTED TOP BAND - - GUARD BOOTH 1/4" CLEAR GLASS 2"X2" STEEL TUBING METAL PANEL W/ SILVER METALLIC PAINT AT BOTTOM OF BOOTH - 6" DIA. BOLLARD CP.) GROUND LEVEL EL. 0'-0" SIDE ELEVATION - GUARD BOO AB.OA SCALE: 1 /2" = 1'-0" BUS EXIT GROUND LEVEL EL. 0'-0" SURFACE MOUNTED I MOTORIZED TRAFFIC L_� -J CONTROLLER - TIGER FOUNDATION FOR TEETH TIED TO GUARD CANOPY COLUMNS BOOTH (TYP.) 4'-4." 4'-r>>, 2" x 2" STEEL TUBI (2) FLOURE FIXTURES N AROUND LE LINE OF C/ 4 REFLECTED CEILING P A8.OA SCAM: 1/2" e 1'°0" BLACK PAINTED TOP BAND EL. 0'-0" 20' -0" SIDE ELEVATION -- GU AB.OA SCALE: 1 /2" = 1'-0" s GUARD BOOTH (TYP.) TO BE INSTALLED 1/4" CLEAR GLASS CAR EXIT 22" STEEL TUBING 6" DIA. BOLLARDS (TYP.) - SEE SITE DETAILS -SURFACE MOUNTED MOTORIZED TRAFFIC CONTROLLER - TIGER TEETH TIED TO GUARD BOOTH (TYP.) 5 RENTAL EXIT & B AB.OA SCALE: 1/4.- = 1'-0" "Ar -- E TELEPHONE JACK PROVIDE CONDUIT TO SUPPLY (2) DATA CABLES- PLEX GFIC OUTLETS MOUNTED UNDER COUNTER 1/4" CLEAR GLASS 2" x 2" STEEL TUBING FRONT COUNTER FACING - EXITING CUSTOMERS SLIDING DOOR BACK COUNTER ROOF MOUNTED HVAC UNIT MOUNTED (NOT SHOWN FOR CLARITY) SLOPED CONC. PAD BY G.C. (SEE STRUCT. DWGS, SLOPE = 3"/1 FT) 2 20'-0" 1` 00 CAR AND BUS ENTRY J PASSIVE SURFACE MOUNTED TRAFFIC CONTROLLER DEVICE (TYP.) A 4'-0" 2" 3'_8" 2° ;' E - v v v GUARD BOOTH 4'-0" 1'_O'> C1, «, N CX') 1 C� 'N\ FLOOR FLAN TYP. A8.OA SCALE: 1 /2" = 1'--0" Q L_ J GENERAL NOTES: I EXISTING CONDITIONS SHOWN ON PLANS ARE BASED UPON INFORMATION THAT WAS AVAILABLE AT THE TIME THAT THESE DOCUMENTS WERE PREPARED. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ARCHITECTS' ATTENTION PRIOR TO COMMENCING WORK. 2. ALL BUILDING DIMENSIONS ARE FROM FACE OF WALL UNLESS NOTED OTHERWISE. 3. BOOTH TO BE PLACED ON A CONCRETE PAD. 4. BOOTH 15 TO COME EQUIPPED WITH A 1500 WATT HEATER AND THERMOSTAT CONTROL MOUNTED UNDER SHELF. VERIFY AC REQUIREMENTS, 5. PAINTING: A) 2 PART EPDXY MARINE PRIMER (2 COATS) 4-6 MIL. B) 2 COATS SOLVENT POLYURETHANE HERTZ BLACK 4-6 MIL. 6. VERIFY SIZE OF GUARD BOOTH WITH ALL OPERATIONS EQUIPMENT. 7. OUTLETS IN THE BOOTH TO BE GFIC. 8. VERIFY POWER DATA TELEPHONE & SECURITY REQUIREMENTS WITH OPERATIONS. 9. DISCONNECT TO BE LOCATED IN THE GUARD BOOTH 10. STUB -UP POWER, DATA, TEL., AND SECURITY INSIDE GUARD BOOTH. NO CONDUIT OR EQUIPMENT TO BE SURFACE MOUNTED ON BOOTH. 1 2 REFLEC 0: R 70'-0" V2'-6" O/C (TYP. -ax�® CURB RB (TYP.) AE I CANOPY ABOVE 0- SURFACE MOUNTED MOTERIZED TRAFFIC G / CONTROLLER - TIGER TEETH TIED t' TO GUARD OOT TYP. AND � ' TYP. RE Y T BUSES t ; C) MARKING STRIPING 2 RENTAL EXIT & A8.0 SCALE: 1 /8" = 1'-0" 1 2 PASSIVE SURFACE MOUNTED TRAFFIC CONTROLLER DEVICE NEW GUARDRAIL A :...\ (TYP.) - -- l - B 4- f}- o j ❑ I, BOLLARD Q (TYP.) ❑ 15' SETBACK i f A o .,I i DUNTE TRAFFIC i TIED (/ 3 OTHS/% _ ram- --------------- /, ILLUMINATED C PROPERTY BOX SIGN LINE J (TYP.) 6" CONC. CURB (TYP.) NOTE: GUARD BOOTHS TO BE PR IDED BY SUPPLIER & INSTALLED BY CONTRACTOR. BUS EXIT PLAN (ALTERNATE #1) PLAN NORTH ------ ------ ------- 1 LOCATION PLAN PLAN NORTH A8.OA SCALE: 1" = 30'�0" GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING m 9 m 65 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drowing is the property of the obove referenced Architect and is not to be used for any purpose other than the specific project and site nurned herein, and cannot be reproduced in any manner without the express written permission frorn the Architect DRAWING ISSUE RECORD DATE DESCRIPfION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04/12/05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE RICHARD RHODES PROJECTMANAGER LUIS BUENAVENTURA, AIA QUALITY CONTROL W. DRURY PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ CAR RENTAL(OTA) FACILITY 3050 CARRIER AVENUE SANFORD, FLORNA A PROJECT NUMBER 20050184.5 SHEET TITLE ALTERNATE-1 GUAR® BOOTH PLAN, ELEVATIONS SECTION'S & DETAILS SHEET NUMBER Aw ® U(ALT) L r i V p p 0 `% L . E Z U, C I 1, OENErRAL• A. 'THE FOLLOWING NOTES ARE APPLICABLE TO ALL DRAWINGS IN ADDITION TO THE PROJECT SPECIFICATIONS. THE GENERAL NOTES TAKES PRECEDENCE OVER THE SPECIFICATIONS. B. APPLICABLE STRUCTURAL CODE FLORIDA BUILDING CODE, 2001. C. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. WHERE A CONFLICT OCCURS, THE STRICTEST DESIGN SHALL GOVERN. ENGINEER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE CONTRACT DOCUMENTS. 'THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN ENGINEER'S WRITTEN APPROVAL FOR THE SPECIFIC DEVIATION. D. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, FIRE SPRINKLER, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL REQUIREMENTS INTO THE SHOP DRAWINGS AND CONSTRUCTION. E. THE STRUCTURE SHOWrYN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL TEMPORARILY SHORE AND BRACE ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, MASONRY, TO RESIST GRAVITY, EARTH, WIND, SEISMIC, THERMAL, CONSTRUCTION AND MISCELLANEOUS LOADS DURING CONSTRUCTION. THE CONTRACTOR SHALL HIRE AND PAY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO DESIGN AND INSPECT ALL TEMPORARY SHORING AND BRACING. F. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. G. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, WIND UPLIFT, SEISMIC 'THERMAL LOADS, ETC. H. 16HERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. J. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOP OF STEEL, AND FOUNDATIONS. K. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW. DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS THEY WERE CHECKED, BEAR THE INITIAL OF THE CHECKER AND ARE STAMPED "APPROVED" BY THE GENERAL CONTRACTOR. L. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. M. NO SUPPORT PROVISIONS HAVE BEEN MADE FOR EQUIPMENT OVER 200 POUNDS OR PIPES OVER 4" DIAMETER EXCEPT AS SHOWN. UNLESS NOTED, EQUIPMENT SHALL BE SUPPORTED BY TWO (2) JOISTS WHERE EACH SUPPORTS HALF OF THE EQUIPMENT WEIGHT. ANY ADDITIONAL REQUIREMENTS SHOULD BE APPROVED BY THE ENGINEER. N. EQUIPMENT WEIGHTS SHOWN ON THE STRUCTURAL DRAWINGS ARE MAXIMUM OPERATING WEIGHT INCLUDING CURBS AND MISCELLANEOUS. THE CONTRACTOR SHALL VERIFY AND BRING TO THE ATTENTION OF THE ENGINEER ANY DEVIATIONS. 2. DES/ M LOADS: DEAD: SEE ROOF FRAMING PLAN DESIGN ROOF LIVE LOAD: 20 PSF WIND: BASIC WIND VELOCITY = 110 M.P.H. (3 SECOND GUST) WIND IMPORTANCE - (1) = 1.0 BUILDING CATAGORY - I PER TABLE - 1-1 IN ASCE 7 WIND EXPOSURE - B SEISMIC: N/A FROST DEPTH: 12" BELOW FINISH GRADE 3.DATIONS AND BUI TNi,IPATJ: A. DESIGN PARAMETERS: DESIGN "NET" SOIL BEARING PRESSURE 2000 PSF. ALL DESIGN PARAMETERS SHALL BE VERIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER. If IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT ADVERSE CONDITIONS. B. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS AND GEOTECHNICAL REPORT PREPARED BY ENGINEERING ASSOCIATES, INC. C. WHERE FILL IS REQUIRED IT SHALL BE PLACED IN ACCORDANCE WITH RECOMMENDATIONS AND UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER. D. ALL EXCAVATIONS AND BUILDING PADS SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN CRITERIA AND REPORT ADVERSE CONDITIONS. IN CASE OF CONFLICT BETWEEN THE GEOTECHNICAL REPORT, SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. E. FOOTING ELEVATIONS GIVEN ARE FOR PURPOSE OF CONTRACT AND SHALL BE ADJUSTED (LOWERED) AT TIME OF EXCAVATION TO MEET SOIL CONDITIONS. ENGINEER SHOULD BE CONSULTED. F. GRANULAR BASE BELOW SLAB -ON -GRADE AND SPREAD FOOTINGS SHALL BE COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS AND UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER. G. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY AGAINST BOTH SIDES OF -THE WALLS UNTIL THE LOWER GRADE IS REACHED. H. SEE TYPICAL STEP DETAIL FOR STEP IN FOUNDATION. I. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT THE LOCATION OF EXISTING UTILITIES AND PROCEED WITH THE WORK ONLY AFTER WRITTEN APPROVAL FROM THE ARCHITECT. J. BLASTING MAY BE REQUIRED IF ROCK IS ENCOUNTERED ABOVE OR AT BOTTOM OF FOUNDATION ELEVATION. OVER EXCAVATE ROCK A MINIMUM OF 1'-O" BELOW BOTTOM OF FOUNDATION AND BACKFILL WITH CONTROLLED FILL. 4. QUEMEM A. CONCRETE SHALL CONFORM TO ACI BUILDING CODE (318-95). UNLESS NOTED, CONCRETE SHALL BE NORMAL WEIGHT, 3000 PSI 0 28 DAYS WIiII MAXIMUM WATER- CEMENTITIOUS MATERIALS RATIO OF 0.55. CONCRETE FOR SLABS -ON ---GRADE SHOWN ON THE DRAWINGS SHALL BE NORMAL WEIGHT, 4000 PSI AT 28 DAYS WITH MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO OF 0.45. SEE SPECIFICATIONS SECTION 3301 FOR SPECIAL REQUIREMENTS FOR "CARWASH RECLAIM VAULT" CONCRETE ELEMENTS. B. UNLESS NOTED, CEMENT SHALL CONFORM 'TO ASTM C150, TYPE AS PER THE SPECIFICIATONS. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C33. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. C. CONCRETE EXPOSED TO WEATHER (I.E., EXPOSED EXTERIOR SLABS, CONCRETE WALLS, RETAINING WALLS, ETC.) SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318-95, TABLE 4.2.1. D. UNLESS NOTED, MAXIMUM SLUMP FOR CONCRETE SHALL BE 5" AT POINT OF PLACEMENT. UNLESS NOTED, MAXIMUM SLUMP FOR 4000 PSI CONCRETE FOR SLAB -ON -GRADE SHALL BE 4" AT POINT OF PLACEMENT. SEE SPECIFICATIONS FOR SPECIAL REQUIREMENT FOR "CARWASH RECLAIM VAULT." WHERE APPROVED BY THE ENGINEER OF RECORD, LARGER SLUMP IS PERMITTED WITH THE ADDITION OF HIGH RANGE WATER REDUCING ADMIXTURE (SUPERPLASTICIZER). E. FLYASH PERMITTED AS PER SPECIFICATIONS. F. CONCRETE CURING SHALL COMPLY WITH ACI 308. CURING PROCESS SHALL START IMMEDIATELY FOLLOWING INITIAL SET. G. HOT WEATHER CONCRETING: SPECIAL PRECAUTIONS RECOMMENDED BY ACI 305 SHALL BE TAKEN WHEN THE AMBIENT TEMPERATURE IS ABOVE 90 DEGREES FAHRENHEIT OR WHEN MAXIMUM RATE OF EVAPORATION IN THE CONCRETE EXCEEDS 0.2 LB/SF/HR. THIS RATE IS AFFECTED BY AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE AND WIND VELOCITY (SEE ACI 305, FIGURE 2.1.5). AFTER FINISHING CONCRETE, USE LICHT FOG SPRAY UNTIL CURING COMPOUND IS USED, OR WET CURING METHOD IS IMPLEMENTED. H. COLD WEATHER CONCRETING: WHEN, FOR MORE THAN THREE (3) CONSECUTIVE DAYS, THE MEAN DAILY TEMPERATURE DROPS BELOW 40 DEGREES FAFRENHEIT, SPECIAL MATERIALS AND PROCEDURES SHALL BE PROVIDED DURING PLACING AND CURING OF CONCRETE PER ACI 306. 1. CURING AND HOT AND COLD WEATHER CONCRETING PROCEDURES ARE GIVEN AS A GUIDE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT CONCRETE DAMAGE AND CRACKS. DAMAGED OR CRACKED CONCRETE SHALL NOT BE ACCEPTED. J. ALL FIELD-TESTING SHALL BE PERFORMED BY A CERTIFIED ACI FIELD TECHNICIAN. K. CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE USED. 5. EMEMLIQ STEEL . A. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, CRADE 60 (U.N.) AND GRADE 40 FOR #3 AND SMALLER BARS. MINIMUM LAP 48 DIAMETER (U.N.). GRADE 60 REINFORCING MAY NOT BE RE -BENT OR FIELD BENT . WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER B. WELDED WIRE FABRIC SHALL CONFORM ,TO ASTM A-185, MINIMUM LAP SHALL BE 8" U.N. C. REINFORCING THAT IS WELDED SHALL BE WELDABLE TYPE, ASTM A-706. S. aL: aSi A. SLAB CONSTRUCTION SHALL COMPLY WITH ACI-302.1R-89, CLASS 5 FLOOR WITHOUT HARDENER UNLESS SPECIFIED OTHERWISE. B. 1. FOR SUBGRADE AND SUBBASE PREPARATION, SEE GEOTECHNICAL REPORT AND SPECIFICATIONS. 2. IMMEDIATELY PRIOR TO POURING EACH SLAB, A QUALIFIED GEOTECHNICAL ENGINEER (TO BE PAID BY OWNER) SHALL INSPECT THE PAD AND PROVIDE A CERTIFICATE STATING THAT THE PAD MEETS THE PROJECT DESIGN REQUIREMENTS. IF WEATHER CONDITIONS CHANGE, RECERTIFICATION WILL BE REQUIRED. 3. DAMPEN SUBBASE JUST PRIOR TO CONCRETING. (DO NOT FLOOD). C. AS AN ALTERNATE, SLAB--ON-CRADE REINFORCING SHALL BE 43 0 18" EACH WAY IN LIEU OF WIELDED WIRE FABRIC, SLAB -ON -GRADE REINFORCING SHALL BE SUPPORTED ON CONCRETE BLOCKS OR CLAY BRICKS OF SUFFICIENT HEIGHT TO INSURE THAT REINFORCING IS AT THE PROPER HEIGHT WITH MAXIMUM SPACING OF 3'-O" EACH WAY FOR WELDED WIRE FABRIC AND 4'-O" FOR REINFORCING. PLACEMENT OF REINFORCING USING THE PULL-UP METHOD IS NOT PERMITTED. D. UNLESS NOTED, FLOOR CONTROL JOINTS SHALL BE SPACED EQUALLY WITH MAXIMUM SPACING FOR INTERIOR SLAB -ON -GRADE SHALL BE 12'-0". UNLESS NOTED, MAXIMUM JOINT SPACING IN FEET OF EXTERIOR SLABS SHALL BE SLAB THICKNESS IN INCHES X 2.5. THE RATIO OF SLAB PANEL DIMENSIONS SHALL NOT EXCEED 1.5:1. CONTROL JOINTS SPACING SHALL BE REDUCED AT HOT AND/OR DRY CLIMATE. SAW CUT SLAB (1/8" WIDE X SLAB THICKNESS/4) AS SOON AS THE SURFACE IS FIRM ENOUGH SO "THAT IT WILL NOT BE DAMAGED BY 'THE BLADE. THE OPTIMUM TIME TO CUT THE SLAB WILL BE THE CONTRACTOR'S RESPONSIBILITY. GENERALLY, IN MODERATE WEATHER CONDITIONS, THIS TIME WILL BE WITHIN 4 TO 12 HOURS AFTER THE SLAB IS POURED. THIS TIME WILL BE EARLIER IN HOT OR DRY WEATHER CONDITIONS. SLABS WITH CRACKS AND/OR SLAB WHICH EXHIBIT "SLAB CURLING" WILL NOT BE ACCEPTED. E. SEE ARCHITECTURAL DRAWINGS FOR SIDEWALKS, EXTERIOR SLABS, INTERIOR SLABS, SLAB DEPRESSIONS, AND ELEVATIONS. F. UNLESS NOTED, ALL SIDEWALKS AND SLABS -ON -GRADE NOT SPECIFIED ON THE STRUCTURAL DRAWINGS SHALL BE PLACED ON (SUBGRADE AND SUBBASE AS NOTED IN -THE GEOTECHNICAL REPORT). MINIMUM SLAB THICKNESS SHALL BE 4". REINFORCING SHALL BE WELDED WIRE FABRIC, WWF 6 X 6-W1.4X W1.4 (FLAT SHEETS) U.N. PLACED AT 2" BELOW TOP OF SLAB. G. PIPES, DUCTS, CONDUITS, ETC. SHALL NOT BE PLACED IN SLABS UNLESS APPROVED BY 'THE STRUCTURAL ENGINEER. (PLACE A MINIMUM 4" BELOW SLAB). H. UNLESS NOTED, FINISHING OF INTERIOR SLABS SHALL COMPLY WITH ACI- 302.1R-89, SECTION 7.2, WITH THREE (3) TROWELING& EXTERIOR SLABS SHALL BE BROOM FINISHED, SEE SPECIFICATIONS. J. CURING PROCESS SHALL START IMMEDIATELY FOLLOWING INITIAL SET. UNLESS NOTED, CURING OF SLABS SHALL BE BY WET CURING METHOD UTILIZING "BURLENE" FOR MINIMUM OF FIVE (5) DAYS. SEE SPECIFICATIONS. L. IMMEDIATELY AFTER CURING, APPLY FLOOR HARDENER AT THE BUILDING SLAB. SEE SPECIFICATIONS. M. SEMI -RIGID EPDXY SEALANT (SEE SPECIFICATIONS) IS REQUIRED AT CONSTRUCTION AND CONTROL JOINTS Ar THE BUILDING. N. THE GENERAL CONTRACTOR, INCLUDING SUB CONTRACTORS AND SUPPLIERS SHALL NOT DRIVE OR PARK HEAVY EQUIPMENT ON THE CONCRETE SLAB. ANY DAMAGE TO SLAB DUE TO HEAVY EQUIPMENT SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 7. SlItUCTURAL STEEL: A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION. B. MATERIALS: ASTM A36, FY=36 KSI TYPICAL UNLESS NOTED OTHERWISE. ASTM A572, FY=50 KSI FOR WIDE FLANGE SECTIONS. ASTM A500, GRADE B. FY=46 KSI FOR SQUARE AND RECTANGULAR TUBING. ASTM A325 FOR HIGH STRENGTH BOLTS. ASTM A36 FOR THREADED ROD ANCHORS. ASTM A108 & A.W.S D1.1 FOR SHEAR. STUDS. C. THE CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATED ON -THE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR. STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED WHERE POSSIBLE. UNLESS NOTED, USE 3/4" DIAMETER ASTM A-325N BOLTS INSTALLED IN ACCORDANCE WITH AISC. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE FABRICATOR'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. ENGINEER'S SEAL MAY BE QUALIFIED "FOR DESIGN OF CONNECTIONS ONLY." D. STEEL MEMBERS SUPPORTING STEEL DECK AT THE PERIMETER OF THE BUILDING SHALL BE CONTINUOUS. BUTT WELD WHERE SPLICE OCCURS. E. STRUCTURAL STEEL. SHALL RECEIVE ONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER. F. GROUT UNDER BASE PLATES SHALL BE SIKAGROUT 212 AS MANUFACTURED BY SIKA CORPORATION OR SET GROUT BY MASTER BUILDERS. G. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE COVER PROTECTION. S. OPEN VES STEEi FIST , A JD JUST GIRDERS: A. ALL JOISTS SHALL BE DESIGNED AND FABRICATED BY THE MANUFACTURER, WITH STANDARD CAMBER, AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE, LATEST EDITION. B. STEEL JOISTS MANUFACTURER SHALL SUBMIT PLANS, SECTIONS, DETAILS, AND CALCULATIONS SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. DRAWINGS AND CALCULATIONS SHALL INCLUDE ALL COMPONENTS SUCH AS CHORDS, WEBS, CONNECTIONS, BRACES, ETC. C. UNLESS NOTED, K-SERIES STEEL JOISTS SHALL BE CONNECTED TO STEEL BY 1 /8" WELD, 2" EACH SIDE. D. HORIZONTAL BRIDGING SHALL BE AN ANGLE AT TOP AND BOTTOM, DESIGN FOR L/R=300 OR LESS (U.N.). A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED AT ENDS OF ROOF STEEL JOIST NEAR THE FIRST BOTTOM CHORD PANEL POINT, WHERE UPLIFT OCCURS. E. CROSS BRIDGING SHALL BE AN ANGLE DESIGNED FOR L/R=200 OR LESS U.N. CROSS BRIDGING SHALL HAVE BOLTED CONNECTIONS. CROSS BRIDGING SHALL BE PLACED OLFORE SLACKENING OF HOISTING LINES. F. UNLESS NOTED, 2ND AND 3RD JOIST SPACES FROM WALLS AND 1ST AND 2ND JOLT SPACES FROM DISCONTINUITIES SHALL BE CROSS BRIDGING (TO BE ALIGNED WITH TOP CHORD BRIDGING). G. JOIST BRIDGING SHALL NOT 'E USED TO SUPPORT EQUIPMENT, PIPING, CONDUIT DUCTWORK, ETC. FL ROOF STEEL JOIST SHALL BE DESIGNED FOR THE NET UPLIFT INDICATED IN ROOF PLAN DRAWING. I. UNLESS NOTED, K-SERIES STEEL JOIST SHALL HAVE 2 1/2" DEEP BEARING. WHERE STEEL JOIST SLOPE EXCEEDS 1 /4" PER FT., PROVIDE SLOPED BEARING. J. WHERE 2 1/2" LONG BEARING FOR K-SERIES IS NOT PROVIDED, THE JOIST MANUFACTURER SHALL PROVIDE A SPECIAL SEAT DESIGN FOR ADEQUATE BEARING. K. WERE FIELD WELDING IS REQUIRED AT TAP OR BOT TOM CHORDS OF JOISTS, TEMPORARILY SHORE AT EACH SIDE OF WELDING LOCATION. L. ALL JOIST SHALL RECEIVE A COAT OF GREY RUST INHIBITIVE PRIMER. M. KCS (CONSTANT SHEAR) SERIES STEEL JOIST SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH SJI "K" SERIES JOIST WITH CAPACITIES LISTED IN VULCRAFT 2003 STEEL JOIST AND JOIST GIRDERS PUBLICATIONS. N. FUTURE TENNAN-TS MUST SUBMIT SPRINKLER DRAWINGS TO THE OWNER PRIOR TO ERECTING SPRINKLERS. -THE OWNER SHALL HAVE: THE STEEL JOIST FABRICATOR CHECK THE JOISTS FOR LOADING IMPOSED BY SPRINKLER MAIN SUPPLY LINES AND BRANCHES WHICH DO NOT CONFORM TO THE CRITERIA AS LISTED IN STRUCTURAL GENERAL NOTE TITLED "SPRINKLER PIPE SUPPORTS" ON DRAWING 31.0. THE STEEL JOIST FABRICATOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUACY OF THE JOIST AND JOIST GIRDER DESIGN. 0. STEEL JOIST BEARING AT EXTERIOR WALLS SHALL BE DESIGNED TO RESIST 2800 POUNDS LATERAL FORCE PENPERDICULAR TO THE JOIST AND APPLIED AT THE TOP OF THE JOIST BEARING. STIFFENERS AT THE JOIST BEARING SEAT SHALL BE ADDED IF REQUIRED. 9. YA:LQINQ- A. ALL STRUCTURAL STEEL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD D1.1, LATEST EDITION. B. ALL STRUCTURAL STEEL WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E-7OXX. C. FIELD WELDING SHALL BE SHOWN ON ERECTION DRAWINGS. D. ALL FIELD FULL PENETRATION WELDS SHALL BE INSPECTED AND TESTED BY A TESTING AGENCY TO BE PAID BY THE OWNER. E. ALL. EXPOSED WELDED CONNECTIONS SHALL BE GROUND SMOOTH AND SUBJECT TO ARCHITECT APPROVAL. THE CONTRACTOR SHALL SUBMIT WRITTEN PROCEDURE AND DETAILS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING THE WORK. G. PAINT ALL 'WELDS WITH RUST INHIBITIVE PAINT. 1 10. ft SDI^I CK_- A. STEEL ROOF DECK SHALL CONFORM TO STEEL DECK INSTITUTE DESIGN MANUAL, LATEST EDITION, AND BE APPROVED BY FACTORY MUTUAL, LATEST EDITION. B. UNLESS NOTED, BUILDING ROOF DECK SHALL BE 36' WIDE, 1-1/2" DEEP, 22 GAUGE WIDE RIB WITH GREY PRIMER. MINIMUM YIELD STRENGTH 33000 PSI. C. STEEL ROOF DECK AND CONNECTORS SHALL CONFORM TO FACTORY MUTUAL PUBLICATION 1-28 AND I-28S, CLASS 1-120, WINDSTORM RESISTANCE. INSTALLATION SHALL BE BY AN OSHA CERTIFIED OPERATOR IN ACCORDANCE WITH THE FASTENER MANUFACTURER'S INSTRUCTIONS AND INITIAL FASTENING UNDER FHE SUPERVISION OF THE MANUFACTURER'S REPRESENTATIVE. STEEL ROOF DECK SHALL BE ATTACHED AS FOLLOWS: I. Kr SUPPORTS: 5/8" DIAMETER WELDS. (HOLES IN ROOF DECK SHALL BE FILLED WITH MATERIAL ACCEPTABLE -TO THE ARCHITECT. THIS MATERIAL SHALL BE PAINTED PRIOR TO INSTALLATION OF INSULATION.) AT THE CONTRACTOR'S OPTION, THE FOLLOWING MAY BE USED: A. POWDER ACTUATED TOOL FASTENERS BY HILTI: STRUCTURAL STEEL (TF GREATER THAN 1/4"):ENP2-21-L15 STEEL JOISTS (TF IS GREATER THAN OR EQUAL TO 1 /8", BUT IS LESS THAN OR EQUAL TO 3/8"). ENP2K-21-L15 B. PNEUMATIC TOOL FASTENERS BY HILTI: S.J.& STRUCTURAL STEEL (TF IS GREATER THAN OR EQUAL TO 1 /4" BUT LESS THAN OR EQUAL TO 3/8"): X-EDN19-THQI2HSN S.J. (TF IS GREATER THAN OR EQUAL TO 1/8", BUT IS LESS THAN AND/OR EQUAL TO I /4"): X-EDNK22--THQI2HSN C. WHERE POWDER ACTUATED FASTENER OR PNEUMATIC FASTENERS ARE USED A SPECIAL INSPECTION SHALL BE PERFORMED WITH A MANUFACTURER'S SUPPLIED GAUGE. UNACCEPTABLE FASTENERS SHALL BE REDRIVEN. 1. AT SIDE LAPS: BUILDEX TRAXX #10-14 STANDARD HEX WASHER HEAD SCREWS. D. SPACING OF CONNECTIONS SHALL BE AS FOLLOWS UNLESS NOTED: 1. INTERIOR STEEL SUPPORTS: SEE SCHEDULE, 12' O.C. MAXIMUM (SIDE LAPS MUST BE CONNECTED AT EACH SUPPORT). 2. INTERIOR STEEL SUPPORTS AT THE EDGE STRIP AROUND THE BUILDING: SEE SCHEDULE, 6" MAXIMUM. 3. INTERIOR STEEL SUPPORTS AT CORNERS: SEE SCHEDULE, 'TWO (2) ATTACHMENTS (ONE AT EACH SIDE OF WEB OF STEEL SUPPORT) AT 6" O.C. MAXIMUM. 4. AT LEDGER AT THE PERIMETER OF THE BUILDING: 6" O.C. MAXIMUM - UNLESS NOTED, AND TWO (2) ATTACHMENTS AT 6" O.C. AT CORNERS. 5. SIDE LAPS: SEE SCHEDULE, 24" O.C. MAXIMUM. 6. SIDE LAPS AT THE EDGE STRIP AROUND THE BUILDING: SEE SCHEDULE, 12" O.C. MAXIMUM. 7. .SPACING OF CONNECTORS TO FRAMED OPENING SHALL BE SAME AS FOR INTERIOR STEEL SUPPORT. E. MINIMUM END DISTANCE -TO CONNECTOR SHALL BE 14. MINIMUM END LAP SHALL BE 2". F. DECK SHALL BE PLACED AT THE PERIMETER WITH A COMPLETE RIB BEARING ON THE STEEL SUPPORT. 0. MINIMUM FINAL ROOF SLOPE SHALL BE 1 /4 INCH PER 1 FOOT. MERE SLOPE IS NOT ACHIEVED BY STEEL STRUCTURE, CREATE IT WITH INSULATION ABOVE THE DECK, (SEE ARCHITECTURAL DRAWINGS). H. WHERE ROOF SURFACE WARPS DUE TO ROOF SLOPE, JOIST CAMBER, OR ANGLE FRAMING AT OPENING, ADD ADDITIONAL SPLICES AS REQUIRED TO ACHIEVE PROPER BEARING ON THE SUPPORT WITHOUT FORCING THE DECK TO BEAR ON THE SUPPORT. I. AFTER DECK INSTALLATION, THE WELDS SHALL BE PAINTED WITH RUST INHIBITIVE PAINT. J. NO SUPPORT OF CONCENTRATED LOADS IS ALLOWED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 11. A. CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-95) AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-95) PUBLISHED BY ACI WITH SPECIAL INSPECTION. B. CONCRETE MASONRY UNITS SHALL BE NORMAL -WEIGHT (MAXIMUM DENSITY 135 PCF) 2 CELL BLOCK COMPATIBLE TO THE KORFILL BLOCK INSULATION SYSTEM AND CONFORM TO ASTM 090, GRADE N, TYPE 11. NET AREA COMPRESSIVE STRENGTH OF UNITS = 2000 PSI. MASONRY COMPRESSIVE STRENGTH, F'M = 1500 PSI. - C. UNLESS NOTED, LAY MASONRY IN RUNNING BOND. USE TWO (2) CELL UNITS. USE CLOSED END UNITS AT CORNERS, OPENINGS AND END WALLS. D. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAM AT THE PROPER ELEVATION. E. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. F. SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. G. UNLESS NOTED, CONTROL JOINT SHALL NOT BE LOCATED AT A WALL OPENING. LOCATION SHALL CONFORM TO THE FOLLOWING CRITERIA: 1. MAXIMUM WALL CONTROL JOINT SPACING 29'-4" (U.N.). 2. MINIMUM DISTANCE FROM EDGE OF OPENING TO WALL JOINT SHALL BE EQUAL TO THE JAMB WIDTH SHOWN ON THE JAMB SCHEDULE. 3. WHERE POSSIBLE, LOCATE WALL JOINTS WHERE WALL HEIGHT CHANGES. 4. WHERE POSSIBLE, MAXIMUM RATIO OF WALL JOINT SPACING TO WALL HEIGHT SHALL BE 2.5.1 H. UNLESS NOTED, DO NOT WET CONCRETE MASONRY UNITS BEFORE LAYING. I. UNLESS NOTED, VERTICAL AND HORIZONTAL REINFORCING, TIES AND EMBEDDED ITEMS SHALL BE IN PLACE PRIOR TO GROUTING. UNLESS NOTED, VERTICAL AND HORIZONTAL REINFORCING LAP SPLICE SHALL BE 48 BAR DIAMETERS, BUT NOT LESS THAN 12". USE POS11IONERS TO HOLD VERTICAL REINFORCING IN PLACE. SPACING OF POSITIONERS SHALL NOT EXCEED 200 BAR DIAMETERS. J. JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 8" BELOW SLAB AND AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A82. K. PROVIDE JOINT REINFORCING ON TOP OF FIRST COURSE, 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) AND AT 8" AT BOND BEAMS. L. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED. VERTICAL REINFORCING IN CONCRETE MASONRY SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF, PROVIDE MIN. 4"X4" OPENING AT U BLOCK FOR VERTICAL BAR. M. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO -THE REINFORCING DISPLACED. MINIMUM REINFORCING 1-#5 AT EACH SIDE UNLESS RE NFORCED CONCRETE JAMB IS CALLED OUT. N. CONTROL JOINT SPACING OF CONCRETE MASONRY WALLS SUPPORTED DIRECTLY ON SLAB -ON -GRADE SHALL MATCH THE SLAB FLOOR JOINTS SPACING UNLESS THE SLAB -ON -GRADE IS THICKENED UNDER THE CMU WALLS. 0. SEE ARCHITECTURAL DRAWINGS FOR LAYOUT MASONRY AND LOCATION OF OPENINGS. 11 MASONRY MORTAR AND O QUT; A. PORTLAND CEMENT SHALL MEET ASTM C150 "TYPE I OR III. B. UNLESS NOTED, MORTAR SHALL BE TYPE S, AND FOR INTERIOR WALLS, TYPE N (PROPERTY SPECIFICATIONS), CONFORMING TO ASTM C270. MIX MORTAR INGREDIENTS BETWEEN 3-5 MINUTES IN A MECHANICAL BATCH . MIXER. MAINTAIN WORKABILITY BY REMIXING OR RETEMPERING. DISCARD ALL MORTAR WHICH HAS BEGUN TO STIFFEN OR IS NOT USED WITHIN 2-1/2 HOURS AFTER INITIAL MIXING. C. UNLESS NOTED, GROUT SHALL BE COARSE GROUT (PEA GRAVEL) W141-1 COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. (MAXIMUM DENSITY SHALL BE 115 PGF). GROUT SHALL CONFORM TO ASTNI C476. SLUMP AT POINT OF PLACEMENT SHALL BE 9' + 1" PLACE GROUT WITHIN 1-1/2 HOURS FROM INTRODUCING WATER INTO THE MIXTURE. D. ANY ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED IN MORTAR NOR IN GROUT. E. MORTAR IN HOLLOW UNITS SHALL BE PLACED AS FOLLOWS: 1. AT ALL FACE CELL JOINTS (HORIZONTAL). 2. AT WEBS AT PIERS, COLUMNS, PILASTERS, STARTING COURSE AND AT EACH SIDE OF CELLS RECEIVING GROUT. 3. AT HEAD JOINT (VERTICAL) EQUAL TO FACE SHELL THICKNESS. 4. GROUTED CELLS SHALL BE ALIGNED WITHOUT OBSTRUCTIONS. F. MINIMUM CLEARANCE BETWEEN REINFORCING BAR AND FACE OF MASONRY SHALL BE 1/4" FOR FINE GROUT AND 1/2" FOR COARSE GROUT. G. REMOVE MORTAR PROTRUSIONS EXTENDING 1/2" OR MORE INTO CELLS RECEIVING GROUT. PROTRUSIONS SHALL NOT BE ALLOWED TO FALL INTO CELLS UNLESS CLEANOUTS ARE PROVIDED. H. MAXIMUM TOTAL GROUT POUR (MAY CONSIST OF SEVERAL GROUTING LIFTS) HEIGHT RELATIONSHIP TO WIDTH OF GROUTING SPACE SHALL BE IN ACCORDANCE WITH TABLE 4.3.3.4 IN ACI 530.1-92. WHERE GROUT POUR EXCEEDS FIVE (5) FEET, PROVIDE MINIMUM 3"X3" CLEANOUTS AT THE BOTTOM OF THE LIFT, ADJACENT TO VERTICAL BARS (AND MAXIMUM 32" 44HERE ALL CELLS ARE GROUTED). AFTER CLEANING, CLOSE CLEANOUTS WITH CLOSURES AND BRACE TO RESIST GROUT PRESSURE. 1. GROUT SHALL BE PLACED IN MAXIMUM LIFTS (GROUTING INCREMENTS) OF FIVE (5) FEET. J. CONSOLIDATE GROUT POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED AND PRIOR TO INITIAL STIFFENING OF GROUT. K. VERTICAL REINFORCING IN CONCRETE MASONRY SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. L. STOP GROUT POUR 1-1/2" BELOW MASONRY JOINT. M. ALL CELLS (CONTAINING VERTICAL REINFORCING AND MASONRY BELOW CRADE AND SLAB ON GRADE) SHALL BE GROUTED. N. REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING SHALL BE THE LARGER OF THE FOLLOWING: 1. HALF (1/2) THE REINFORCING DISPLACED 2. 1-#5 AT EACH SIDE 3. JAMB REINFORCING CALLED FOR IN THE JAMB SCHEDULE 0. THE TOP OF UNFINISHED MASONRY WORK SHALL BE COVERED TO PROTECT THE MASONRY FROM THE WEATHER. P. COLD WEATHER CONSTRUCTION: COLD WEATHER PROCEDURES AS REQUIRED BY ACI 530.1 SHALL BE IMPLEMENTED WHEN EITHER THE AMBIENT TEMPERATURE FALLS BELOW 40 DEGREES FAHRENHEIT OR TEMPERATURE OF MASONRY UNITS IS BELOW 40 DEGREES FAHRENHEIT. Q. HOT WEATHER CONSTRUCTION: HOT WEATHER PROCEDURES AS REQUIRED BY ACI 530.1 SHALL BE IMPLEMENTED WHEN EITHER OF THE FOLLOWING CONDITIONS EXIST: 1. THE AMBIENT 'TEMPERATURE EQUALS OR EXCEEDS 100 DEGREES FAHRENHEIT. 2. THE AMBIENT TEMPERATURE EQUALS OR EXCEEDS 90 DEGREES FAHRENHEIT WITH A WIND VELOCITY GREATER THAN 8 M.P.H. 13. Q= FORMED METAL FRAMING (MET&._9TU05 ARID J015W'. A. METAL STUDS AND JOISTS SHOWN ON THE DRAWINGS SHALL HAVE EQUIVALENT AREA, SECTION MODULUS AND MOMENT OF INERTIA TO DALE/INCOR ANGELES METAL SYSTEMS STUDS AND JOISTS. B. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. THE CONTRACTOR SHALL SUBMIT FABRICATION DRAWINGS FOR REVIEW SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. C. GALVANIZED MATERIAL: 1. ALL GALVANIZED STUDS, JOISTS AND ACCESSORIES 12, 14 AND 16 GAUGE, SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS OF A.S.T.M. A446, GRADE D WITH A MINIMUM YIELD OF 50,000 PSI. 2. ALL GALVANIZED 18 AND 20 GAUGE STUDS AND JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF A.S.T.M. A446, GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. 3, ALL GALVANIZED STUDS, JOISTS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A 0-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. C. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON -CORROSIVE NO. 8-18 (D=.125") OR LARGER. (DO NOT USE STAINLESS STEEL OR COPPER COATED FASTENERS). D. UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS. TRACKS SHALL BE CONNECTED TO SUPPORTS AT 16" O.C. MAXIMUM. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. F. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED HALF ON EACH SIDE OF OPENING. G. BRIDGING FOR NON LOAD BEARING WALL STUDS SHALL BE AS FOLLOWS: 1. USE SOLID BRIDGING AT TWO END STUD SPACES AND ONE SPACE AT 10'-O" O.C. MAXIMUM. 2. USE 1-1/2" X 18 GAUGE HORIZONTAL STRAP AT REMAINING SPACES AT EACH FACE OF STUD. 3. WALLS UP TO 8'--O" HEIGHT: ONE ROW OF BRIDGING AT MID HEIGHT. 4. WALLS OVER 8'-O" HEIGHT: 4'-O" O.C. MAXIMUM SPACING. H. BRIDGING FOR LOAD BEARING WALL STUDS SHALL BE AS FOLLOWS: 1. USE SOLID BRIDGING AT TWO END STUD SPACES AND ONE SPACE AT 10'-0" O.C. MAXIMUM. 2. USE 2" X 16 GAUGE HORIZONTAL STRAP AT REMAINING SPACES AT EACH FACE OF STUD. 3. WALLS UP TO 10'-O" HEIGHT: TWO ROWS EQUALLY SPACED. 4. WALLS OVER 10'-0" HEIGHT: MAXIMUM SPACING 3'-4"- 1. BRIDGING FOR CEILING OR ROOF JOISTS SHALL BE AS FOLLOWS: 1. USE SOLID BRIDGING AT TWO END JOIST SPACES AND ONE SPACE AT 10'-O" O.C. MAXIMUM. 2, USE 2" WIDE X 16 GAUGE STRAP AT REMAINING SPACES AT TOP AND BOTTOM. 3. NUMBER OF ROWS SHAH. BE NONE FOR O' TO 7' SPAN, ONE FOR 7' TO 14', TWO FOR 14' TO 20', AND -THREE FOR 20' TO 26'. 14. WRINK,I M BEE SUPPORTS: A. THE STEEL OPEN WEB JOIST MANUFACTURER SHALL REVIEW THE SPRINKLER PIPING DRAWINGS AND CHECK DESIGN FOR THE ADDITIONAL LOADS OF PIPES 4" DIAMETER AND LARGER. B. UNLESS NOTED, ADD STRUT AS SHOWN ON DETAIL 13/S3.1 FOR SUPPORTS OF PIPES 4' DIAMETER AND LARGER WHETHER THE PIPE HANGER IS SUPPORTED DIRECTLY ON THE STEEL JOIST OR -THROUGH INTERMEDIATE SUPPORT. 15. Ar~ CHMING_ 25M: A. UNLESS NOTED, ALL ANCHORS IN CONCRETE (AND GROUTED MASONRY WALLS) SHALL BE CARBON STEEL HILTI KINK BOLTS II OR I-TW RAMSET/RED HEAD TRUBOLTS. UNLESS NOTED, EMBEDMENT (E) FOR HILTI KWIK BOLTS (NOT INCLUSIVE OF THREADS) SHALL BE AS FOLLOWS: 1/4" DIA. - 2", 3/8" DIA. - 2- 1/2", 1/2" DIA. - 3-1/2", 5/8" DIA. - 4", 3/4" DIA_ - 4-3/4", AND 1" DIA. - 6". ITW RAMSET/RED HEAD TRUBOLTS EMBEDMENT SHALL BE DETERMINED TO DEVELOP THE SAME SHEAR AND TENSION CAPACITY OF THE HILTI KWIK BOLTS. [HOLE DEPTH (HD) = (E) + (DIAMETER)]. B. WHERE CALLED OUT ON THE DRAWINGS, USE HILTI HIT HY-150 THREADED ROD ANCHORING SYSTEM OR RAMSET/RED HEAD EPCON CERAMIC 6 EPDXY (C6) THREADED ROD ANCHORING SYSTEM. UNLESS NOTED, EMBEDMENT SHALL BE t\S FOLLOWS: 3/8" DIA. - 3 1/2", 1/2" DIA. - 4 1/4", 5/8" DIA. - 5", 3/4" DIA. -- 6 5/8", 7/8" DIA. - 6 5/8", AND 1' DIA. - 8 1/4". C. WHERE CALLED OUT ON THE DRAWINGS, USE HILTI H;T HY-150 REBAR ANCHORING SYSTEM OR RAMSET/RED HEAD EPCON CERAMIC 6 EPDXY (C6) REBAR ANCHORING SYSTEM. UNLESS NOTED, EMBEDMENT SHALL BE AS FOLLOWS. #3 -- 3 1/2', #4 - 4-1 /4% #5 - 5", #6 - 6-5/8", #7 - 6-5/8", #8 - 8 1 /4", #9 - 10", AND #10 - 12". D. UNLESS NOTED, ANCHOR SPACING (AS) AND ANCHOR EDGE DISTANCE (ED) SHALL BE AS PUBLISHED BY THE MOST CURRENT APPROVED HILTI OR RAMSET/RED HEAD REPORT IN ORDER TO DEVELOP MAXIMUM WORKING LOAD. E. MASONRY WALLS RECEIVING ANCHORS SHALL BE GROUTED AND SHALL HAVE ATTAINED ADEQUATE STRENGTH PRIOR TO ANCHORING. PROVIDE MINIMUM EDGE DISTANCE THAT IS REQUIRED TO DEVELOP THE MAXIMUM WORKING LOAD PUBLISHED BY HILTI OR RAMSET/RED HEAD REPORT. F. ALL ANCHORS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS AND UNDER MANUFACTURER'S SUPERVISION IN ORDER TO DEVELOP THE PUBLISHED WORKING LOADS. G. MINIMUM CONCRETE COMPRESSIVE STRENGTH REQUIRED AT TIME OF INSTALLATION OF ANY ANCHORS SHALL BE 2500 PSI. H. MINIMUM GROUT FILL MASONRY COMPRESSIVE STRENGTH REQUIRED AT TIME OF INSTALLATION OF ANY ANCHORS SHALL BE 1500 PSI. 16. SPECIAL INSPECTIONS: A. 1. SPECIAL INSPECTOR (SI) SHALL BE RETAINED AND PAID BY THE OWNER. 2. THE SPECIAL INSPECTOR SHALL BE FULLY QUALIFIED, APPROVED BY THE BUILDING OFFICIAL, REGISTERED BY APPLICABLE REGISTRATION BOARD IF REQUIRED AND ACCEPTABLE TO THE ARCHITECT. 3. THE DUTIES OF THE SPECIAL INSPECTOR SHALL INCLUDE, BUT ARE NOT LIMITED TO, VERIFICATION OF CONSTRUCTION QUALITY CONTROL, TESTING, COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, BUILDING CODE REQUIREMENTS, AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. IT IS "THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION TO THE SPECIAL INSPECTOR AND PROCEED WITH THE CONSTRUCTION ONLY AFTER -THE SPECIAL INSPECTOR'S APPROVAL. B. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS AND TESTING. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CODE OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CODE OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL OF RECORD. A FINAL REPORT OF INSPECTIONS DOCUMENTING COMPLETION AND COMPLIANCE OF ALL REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. INTERIM REPORTS SHALL BE SUBMITTED PERIODICALLY WITH MINIMUM FREQUENCY OF TWO WEEKS. C. SPECIAL INSPECTION IS REQUIRED FOR, BUT NOT LIMITED TO, THE FOLLOWING ACTIVITIES: 1. STRUCTURAL SLAB CONCRETE AND REINFORCING VERIFICATION IS REQUIRED FOR PROPER LOCATION OF SLAB -ON -GRADE REINFORCING AND USAGE OF PROPER REINFORCING SUPPORTS. 2. MASONRY AND REINFORCING. 3. FOOTING EXCAVATION AND FILL (GEOTECHNICAL Ei IGINEER CERTIFICATION IS REQUIRED PRIOR 'TO POURING CONCRETE). 4. ALL FIELD WELDING. 5. ALL HIGH STRENGTH BOLTING AND ANCHORING SYSTEMS. 6. STEEL AND ROOF DECK FASTENING. 17. �IIi3.UC AI&-Uighg-M-rF-�E.[9z i kY-9) S!T'' `42Ta. A. CONTRACTOR SHALL NOTIFY ARCHITECT FIVE (5) WORKING DAYS PRIOR TO THE FOLLOWING CONSTRUCTION MILESTONES: 1. SPREAD FOOTING FOUNDATIONS: AFTER FOUNDATION REINFORCING IS PLACED AND BEFORE POURING CONCRETE AT THE FOUNDATION. 2. FIRST SLAB-ON-CRADE POUR: AFTER SLAB REINFORCING IS PLACED AND BEFORE POURING CONCRETE. 3. CONCRETE MASONRY CONSTRUCTION: AFTER REINFORCING IS PLACED IN FIRST LIFT CELLS AND BEFORE CELLS ARE GROUTED. 4. ROOF STRUCTURE: AFTER STRUCTURE IS ERECTED AND BEFORE INSULATION AND ROOFING IS INSTALLED. CONTRACTOR SHALL ARRANGE A PRE -ROOFING MEETING BEFORE ANY ROOFING WORK IS STARTED. 5. PUNCH LIST: AFTER ALL STRUCTURAL ITEMS ARE COMPLETE. B. FAILURE TO NOTIFY ARCHITECT OF ANY CONSTRUCTION MILESTONE MAY RESULT IN CONTRACTOR HAVING TO REMOVE WORK FOR TFIE PURPOSE OF REVIEW AT CONTRACTOR'S EXPENSE. C. PREMATURE NOTIFICATION FOR SITE VISIT WILL RESULT IN AN ADDITIONAL SITE VISIT WITH AllL, EXPENSES AND FEES PAID BY THE CONTRACTOR. 18. PRECAST ROOF PLANK* A. PRECAST, PRESTRESSED CONCRETE SHALL BE DESIGNED AND CONSTRUCTED BY THE SUPPLIER AND ERECTED IN ACCORDANCE WITH ACI 318, LATEST EDITION. ALL PRECAST/PRESTRESSED CONCRETE UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH PCI MNL-116 LATEST EDITION. THE DESIGN SHALL TAKE INTO ACCOUNT ALL DESIGN LOADS AND REQUIREMENTS DURING AND AFTER CONSTRCTION. 'THE PRECAST DWGS AND DESIGN SHALL INCLUDE, BUT IS NOT LIMITED TO, ALL LOADS IMPARTED TO ALL FOUNDATIONS AND NON -PRESTRESSED ELEMENTS, THESE LOADS SHALL BE PROVIDED IN TABULAR FORM SHOWING THE LOADS AND CORRESPONDING LOADING CONDITIONS FOR ALL CONNECTIONS AND ALL FOUNDATIONS AND NON -PRESTRESSED ELEMENTS. THE DESIGN SHALL CONSIDER ALL CONDITIONS OF THE COMPLETE STRUCTURE AND COMPONENTS. THE DESIGN SHALL BE COORDINATED WITH THE AND BE COMPATIBLE WITH AL INFORMATION PRESENTED ON THE CONTRACT DOCUMENTS. SIZES AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS ARE MINIMUM AND SHALL BE INCREASED BY THE SUPPLIER AS REQUIRED TO SUPPORT ALL DESIGN LOADS. NO LOAD REDUCTIONS ARE ALLOWED, UNLESS IT IS SPECIFICALLY PERMITTED BY THE APPLICABLE BUILDING CODE. B. THE PRECAST MANUFACTURER SHALL BE TOTALLY RESPONSIBLE FOR THE DESIGN OF THE PRECAST STRUCTURE. THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND PRECAST DRAWINGS FOR ALL COMPONENTS. THE PRECAST DRAWINGS SHALL SHOW PLANS OF HORIZONTAL UNITS, OF ALL OPENINGS, ALL DIMENSIONS, REVELS, REGLETS, SLEEVES, REINFORCING, CONNECTIONS, PROVISIONS FOR MOVEMENT DUE TO TEMPERATURE, PRESTRESSING, CREEP, CONCRETE COVER, EMBEDMENTS, LIFTING DEVICES & SHIMS. THE CALCULATIONS AND PRECAST DRAWINGS SHALL BEAR A SEAL OF A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN 'THE STATE WHERE 'THE PROJECT IS LOCATED. INFORMATION CONCERNING TEMPORARY BRACING AND LIFTING EMBEDS WILL NOT BE REVIEWED. -THE ACCURACY AND DESIGN OF THESE ITEMS WILL NOT BE SOLE RESPONSIBILITY OF THE SUPPLIER. THE PURPOSE OF THE REVIEW IS FOR CONFORMANCE WITH DESIGN CONCEPT. C. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH. D. UNLESS NOTED, ALL PRECAST/PRESTRESSED CONCRETE ELEMENTS SHALL COMPLY WITH MATERIALS SPECIFIED IN OTHER SECTIONS AND THE FOLLOWING: 1. MINUMUM CONCRETE STRENGTH SHALL BE 5000 PSI AT 28 DAYS. U.N. CONCRET STRENGTH AT STRIPPING, RELEASE OF PRESTRESSING SHALL BE 3500 PSI MINIMUM. 2. MAXIMUM WATER CEMENT RATIO SHALL NT EXCEED 0.45. 3. STRANDS SHALL BE UNCOATED, 7 WIRE AND STRESS RELIEVED COMPLYING WITH ASTM A416 GRADE 270K. E. TOP OF MASONRY WALLS SHALL BE CLEANED PRIOR TO GROUTING THE PANEL. PANELS SHALL BE SET ON SHIMS (DESIGNED BY PRECAST SUPPLIER). THE SPACE BETWEEN THE PANEL AND SUPPORT SHALL BE GROUTED SOLID WITH SIKAGROUT 212 BY SIKA CORPORATION OR SET CROUT BY MASTER BUILDERS. PORTLAND CEMENT GROUT, 5000 PSI AT 28 DAYS WITH MAXIMUM WATER CEMENT RATIO OF 0.40 AND SHRINKAGE NOT TO EXCEED 0.04% F. IT IS 'THE CONTRACTOR'S RESPONSIBILITY -TO EMPLOY SUFFICIENT CONSTRUCTION METHODS IN ORDER TO AVOID ANY DAMAGE TO SLAB DUE TO LIFTING OF UNITS. DAMAGED SLAB SECTIONS SHALL BE REPLACED AT CONTRACTOR'S EXPENCE. ABBREVIATIONS A.F.F. Above Finished Floor LB U) Pound ADD'L Additional LG Long A.B. Anchor Bolt LONGIT Longitudinal AVCH Anchor L.L.H. Long Ley Horizontal & And L.L.O. �LLLOH L]� Long Leg Outstanding ARCH Architectural L.L.V. LLVLong Leg Vertical 0 At L 0 Low BRG (BRNO) Bearing MAX Maximum BLDG Building MTL Metal B/ Bottom Of M.P.H. Miles Per (tour BM Beam MISC Miscellaneous BOT Bottom N.I.C. Not In Contract BRDG Bridging NO. Number Centerline OPP Opposite CLR Clear (Clearance) R Plate CONC Concrete P.C.I. Pound Per Cubic Inch CONST Construction P.S.F. Pound Per Square Ft. CONT Continuous P.S.I. Pound Per Square In. COORD Coordinate P.T. Pressure Treated CU. YD. Cubic Yard P.C. Precast Concrete DET/DETS Detail/Details REINF Reinforcement DIAPH Diaphragm REQ'D Required DIA (0) Diameter SECT Section DW/L Dowel SHT Sheet DWGS Drawings S.L.N. Short Leg Horizontal EA Each S.L.O. SLOShort �SLH � Leg Outstanding Each S,de S.L.V. S V LE.S. Short Le Vertical g E.W. Each Way SIM Similar E.O.S. Edge of Slab SPECS Specifications EL (ELEV) Elevation S.P. Splice Point EMBED Embedment STD Standard EQ Equal s- Steel EXIST Existing STIFF Stiffener EXP Expansion THRU Through EXT Exterior THK Thickness F/ Face Of T&G Tongue & Groove F.S. (FS) Far Side T/ Top Of FIN Finish TRANS Transverse F.O.M. Face of hdasonry TS -Tube Steel FT Foot TYP Typical FTG Footing VERT Vertical FDN Foundation W.J. Nall Joint GALV Galvanized W/ With GA Gauge CEN CON GHneral Contractor W/O Without GR Grade W.P. Working Point Double Extra Strong HI High YD YD Yard FIK Hook HORIZ Horizontal IN Inch INFO Information INT Interior JT Joint GBENBERG FARROW ARCH IT[ CTUR[ tNGIN[FRING PLANNING u A a 165 DAVIDSON AVENUE/ SUITE 400 SO,MERSET, NEW JERSEY 08873 VOICE 732 1537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purposes other than the specific project and site norned 'herein, and cannot be reproduced in any manner without the express written permission from the Architect t DRAWING ISSUE RECORD DATE DESCRIPTION 03/14/05 50% PROGRESS SET 03 28 05 '75% PROGRESS SET 03 31 05 95% REWAE4W1 SET TO HER F7 04 1'L 05 BUILDING PERMIF SET REVISION RECORD NO. DATE DESCRIP LION PROFESSIONAL SEAL THE HERTZ CORPORATION Facilities & Construction T1 CAR RE TALL( TA) FAM CILI TY 3050 CARRIER AVENUE SANFORD, FLORIDA G"ENERAL NOTES __j F 7 .I CMU CONTROL_ JOINT LOCATION 0 COL LINE " (SEE 8/S2.2) CMU CONTROL JOINT LOCATION 0 COL LINE "C" (SEE 8/S2.2) 2 2.3 S 3 I I I I 21' 4" 2 EQ SPA CMU CONTROL JOINT LOCATION I 24'-0" �i 24'-0" -i 0 COL LINE "B" (SEE 8/S2.2) I I I I CMU CONTROL JOINT LOCATION 2 EQ SPA 4" (MIN) CONC SIDEWALK REINF W/6x6-W1.4xW1.4 W.W.F. OVER 4" SUBBASE PREPARED AS PER GEOTECHNICAL REPORT. SEE NOTES #3 & #4 FOR ADD'L REQUIREMENTS SLABSCH"EDWLENOTE FOR L.A .OA. I N SfT LOCATION EXIT- BOOTH THICKNESS & REINF. 6" CONC. SLAB ON GRADE REINF. W/6X6-W2.9XW2.9 W.W.F. SUBBASE 4" MIN. AGGREGRATE BASE SPECIFIED BY CEO. ENGINEER NOT S: 1. SEE CIVIL/ARCH. DRAWINGS FOR THE LOCATION AND ELEVATION OF ALL SLABS. 2. WELDED WIRE FABRIC (W.W.F.) SHALL BE PLACED IN FLAT SHEETS AND CHAIRED TO 2" CLEAR BELOW TOP OF SLAB. 3. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR ALL FLOOR SLAB FINISHES. 4. CONTRACTOR TO PREPARE SUB GRADE AS PER GEOTECHNICAL ENGINEER'S REPORT AND RECOMMENDATIONS. 5. USE TURN DOWN SLAB DETAIL 8/S2.1 FOR EDGE OF SLAB AT FERIMETER. 7�\ FOUNDAWN PLAN PLAN NORTH tn/ SCALE: 1 /8" = 1-y 0" 4) NOTES: 1. SEE SHEET S1.0 FOR GENERAL NOTES, SEE S2.1 FOR ALL TYPICAL DETAILS. 2. ALL ELEVATIONS SHOWN ARE REFERENCED FROM ASSUMED FINISHED FLOOR ELEVATION OF. 0'-0". SEE SITE PLAN FOR ACTUAL FINISH FLOOR ELEVATION. 3. SIDEWALK CONTROL JOINTS SHALL BE SPACED EQUALLY WITH MAX OF 12'-0" SLAB O.C. THE RATIO OF SLAB PANEL DIMENSION SHALL NOT EXCEED 1.5:1. 4. WELDED WIRE FABRIC SHALL BE PLACED IN FLAT SHEETS AND CHAIRED TO 2" BELOW TOP OF SLAB. 5. EXCAVATION SOIL CAN NOT BE USED AS FORM. PROVIDE FORM FOP! ALL FOOTINGS. 6. TOP OF FOOTING ELEVATION = (-)l'-4" U.N.O. 7. SEE 3/S2.2 FOR CMU WALL LINTEL & JAMB DETAILS, 8. SEE DETAIL 15 & 17/S2.1 FOR CORNER CONC. WALL DETAIL, 14 & 16/S2.1 FOR CONC. WALL INTERSECTION DETAILS. SEE 13/S2.1 FOR STEP OF FOOTING DETAIL. 9. SEE 8/S2.2 FOR CMU WALL CONTROL JOINT DETAIL, SEE 9 & 9A/S2.2 FOR CMU CORNER/ INTERSECTION DETAILS. 10. VERTICAL CMU WALL REINFORCING SHALL BE DOWELED INTO FOOTING AND SHALL EXTEND INTO THE BOND BEAM TO TOP OF WALL. PROVIDE VERTICAL REINFORCING AT FIRST CELL ON EACH SIDE OF CONTROL JOINT. Q. COLUMN & BASE PLATE TYP S/f" BASE R �l J/zI."pI I 4-3/4",A A307 HK ANCHOR BOLTS (9" EMBED INTO FTC) t-COL & BASE T /-OVERSIZED HOLE PER AISC, TYP 2Y H COL SASE, S1.0 SCALE: NONE " -- - -- FOOTING SC'r-1EU"ULE _ NIK. SIZE REINF. (E.W. BOTT. U.N.) T REMARKS F1 41-01.x41-0"x1'-0" (4) #5 iREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING If 2 a 65 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732/537 .0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpoae other than the epe:cific project and site named herein, and cannot be reproduced in any rnonner without the express written permission from the Architect WNW DRAWING ISSIJE RECORD DATE DESCRIPTION 03 14/05 50% PROGRESS SEr 03 28 05 75Y, PROGRESS SEr 03 31 05 95% REVIE'N SEr TO HERTZ 04/1205 BUILDING FERMI r SET REVISION RECORD 1,10. DATE DESCRIPTION PROFESSIONAL SEAL THE HER 77 CORPORATION Facilities & Construction HERTZ CAR REN TALffl ) FA CILITY .-I?DJECT /7rn//7ISIFIR 20050184.5 SHEET TITLE sHE,E i 1 ymov Am / t SEALANT -SEE SPECIFICATIONS I�ITFIIC BACKER 1/4" x 4 1/2" SQUARE DIAMOND- 1/8" RADIUS E.S. FOOTING BELOW SLAB (4) SIDES TO RECEIVE PREFORMED JOINT FILLER t/�" ROD, IF REQUIRED DOWEL WITH SLEEVE AT 24" O.C. I - l-� BY OTHERS (FOLLOW SEALANT MFR'S p 1/8" 'HIDE x 1" MIN "SOFF-CUT" AND SEALANT. NO EXCEPTIONS DIAMOND DOWEL POCKET -. - _ T 2 BATT IAIO r- RECOMMENDATIONS) EARLY EN -TRY SAW CUT -APPLY' --__ LESS THAN \1/4" / K- FORMER B'( PNA BACKER ROD & SEALANT AS PER FACE OF BLDG 1/4" PREFORMED JOINT FILLER STOP REINFORCEMENT AT EXTERIOR JOINT ON 2/S2.1. SEE t JOINTS (HOLD BACK 2" E.S.) SPECIFICATIONS FOR POTHER INFO. PJF WITH SEALAN T SEE ,JOINT FILLER - - I - 1 /8" WIDE x 1 " MIN "SOFF-CUT" 1 I c �- `- A a EARLY ENTRY SAW CUT - APPLY DETAIL. ON 2/S2.1 �• x x I� <1 - = -Q BACKER ROD & SEALANT AS PER EXTERIOR JOINT ON 2/S2.1. SEE r' SEALANT -SEE SPECIFICATIONS _ SPECIFICATIONS FOR FURTHER INFO. CONTRACTION OR-+- i / U� (( �- 2 z o o 0 0 0o 0 0 0' ^ COL. &BASER I I� _ - Do�o�o�otJo.0 oho o(JU0o( GREENBERG FARROW CONSTRUCTION .. _ -X �ERI O}� o o U o o r ' C� r 1 r C17) Cl r) ). NWF CONTINUOUS THROUGH JOINTS BY OTHER JOINT, TYP + -� i i I `- -1- BACKER ROD, IF REQUIRED r, C C1.n C1.r� CIC� Cln C�1 �, �� c ARCH ITECTU RE T/2 BUT NIOT - J (FOLLOW SEALANT MFR'S ' �v� 4' a E N G I N E E R I N G I- RECOMMENDATIONS) COARSE AGGREGATE BASE \ RECAtE BASE i x x— x Q Cl— x x, x x P L A N N I N LESS THAN \1/4" % SKIM COAT OF FINE ACC G \ / I ON TOP OF COURSE AGGREGATE BASE. � a � �� .. � I ��L-- 1/4" PREFORMED JOINT FILLER COMPACTED SUBGRADE ENSURE SURFACE IS SMOOTH AND PLANAR PRIOR TO PLACING CONCRETE - REFER TO R z o, o 0 o v o 0 IMMEDIATELY AFTER REMOVING BULKHEAD,— SLAB SCHEDULE ON PLAN. `� �oOoOoOor�otJo�o o��o�o�o�o� 265 DAVIDSON AVENUE/ SUITE 400 - WWF IF PRESENT STOP REINFORCEMENT APPLY HIGH SOLIDS CURING COMPOUND TO r r r r ' C , S 0 NI E R S E T, NEW JERSEY 0 8 8 7 3 I I AT JOINTS. (HOLD BACK 2" EACH SIDE)" SLAB EDGE AT A COVERAGE RATE OF 300 SF VOICE 732 / S 3 7 081 1 ti O MAX PER GALLON. DO NOT PLACE CURING / 2 / �2'_' COMPOUND ON TOP OF SLAB COARSE AGGREGATE BASE FAX 7 3 2 / 5 3 7 . 0 8 3 1 52.1 �/ `� �/ N x x x n J SCALE: NONE ^ ON TOP OF COURSE AGGREGATE BASE. 3" MIN ��7 I v � NOTE: COMPACTED SUBGRADE � w ENSURE SURFACE IS SMOOTH AND PLANAR COPYRIGHT NOTICE TYP SAWCU r SLAB AS SOUP! AS POSSIBLE AFTER PRIOR TO PLACING CONCRE tE. rhis drawingis the property of the above v) FINISHING. WITHIN 1 HR IN HOT WEATHER, referenced Architect and p is riot to be used Ll _ 4 WITHIN 4 HR IN COLD WEATHER. for any purpose other than the specific a Ol rl l project and site named 'herein, and cannot O .rl ENO D C) �J1N00 m be reproduced in any manner without the O V— O O UV(� U U U U �_ U ( express written permission from the Architect TWO SETS OF (R O REINFORCING WHERE- U O U ) O U 0 O O( '� I OTRJOINT--JOINT— DOES7 CONTRACTION OR CONSTRUCTION JOINTL T/SLAB OCCUR. PLACE 2" BELOW t /> i c� L �J 1i o oa `� Lei "*r%A✓II�Ii'i ISSUE RCiIY�U , WZW COARSE AGGREGATE BASE SKIM COAT OF FINE AGGREGATE BASE �j2,1 Uf\TE DESCRIPTION SCALE, �IC)NE O3/14/05 50% PROGRESS SET 1��� ON TOP OF COURSE AGGREGATE BASE. 52'1 SCALE: NCI�� 0 COMPACTED SUBGRADE- ENSURE SURFACE IS SMOOTH AND PLANAR 3_28405 75% PROGRESS SET S2.1 SCALE: 3 4" 1',-0' PRIOR TO PLACING CONCRETE. REFER TO ter- 06/31 05 957, REVIEW SET FO FIERTZ SLAB SCHEDULE ON PLAN. "FRENCH FOR PIPE OR 01 12 05 BUILDING PERMIT SEt Cjf� '°'°► ELECTRICAL CONDUIT PIPE SLEEVE, ALLOW 2" CLR O J COLUMN LARGER THAN 3"0 18" MIN- ALL AROUND PIPES AND CAULK AS REQ'D. .2 I SOLI O JOINT FINISH GRADE ca 52.1 SCALE: �CN'i� '/a" RADIUS, TYP 'r\`�i�i\Y�I�I�ITI�\\�i�/ \c � ~ _ #4 CONT 12" O.C. VERT -�_ /j\/j\/j\/�/• YIN, ' o_ ADDITIONAL REINF. �\,a\� EQUIVALENT TO HALF (1EIN)WALL CONTROL 1/2', OF THE INTERRUPTED REINF. (TYP.) - JOINT GRADE/PAVING - W.W.F.-SEE PLAN } cv 5 (SEE CIVIL DWGS) - / ? 1 / V 1 � � 4 d� 3/4 R^lj _'-ir i f �i �� t , 9- ;'/\%��� REVISION RECORD 2-#5x4'-0" LG " (TYP-) 0 4" MIN �Q° BAR HOOK •---y- 1 4' �'' �i TT I c 2 BOTTOM OF TRENCH SHALL MIN. PLACE CONCRETE AGAINST UNDISTURBED SOIL FOR NO. DATE UESCRIP PION � NOT 8E BELOW �THIS LINE. POT A LENGTH OF FOOTING "�" FOOTING SHALL BE STEPPED PER DETAIL WIDTH + 2A. �cr BAR HOOK - ON 13/52.1 WHEN TOP OF PIPE IS MORE � DISCONTINUE 50% OF HORIZONTAL TD R REINFORCING 0 EACH FACE OF WALL ! TYPICAL SECT. PIPE TIIAPI 2' 6" BELOW BOTTOM OF FOOTING. (DO C14I DISCONTINUE REINFORCING �f 10 'T, U.N. IN SHEAR WALLS) J 2 11 PARALLEL O F ` 12 `� �.% OR 4 MIN NOTE: - �y► -- -- - OPENING TYPICAL COLUMN MAXIMUM JOINT SPACING = 28'-0" 1 S32'1 SCALE: 1/2" — V-0" 52,j ,. " BAR OFFSET 1354 BAR HOOK � SCALE: 1 /2 v 1-0 8" ( NOTE: NOTES: BAR SIZE "D" � SLOPE TO DRAIN 1. PROVIDE THESE HOOKS NOT SHOWN. THROUGHOUT WORK AS #S THRU /, 6 "d" FRENCH, GRATE W/ INDICATED ON DRAWINGS. #9 THRU #11 8 "d" I 16 BAR I I 16 BAR I STL EDGE (SEE ARCH) #14 THRU #18 10 "d" TYPICAL L T I ` AL � —DO W',I DIA DIA PROFESSIONAL SEAL C+�O�. �JO1' �7 IL 10 TYPICAL OPENING I 'IL �� s2.1 )SLAB SECT, Q #4 12" O.C. - 2-#4 TOP SCALE: NONE 52.1 SCALE: NONE & BOT UCTURAL LA � BAR BENDS TAIL ' � � SLAB REINF, 48 BAR DIA 1 SLAB -ON -GRADE —' SEE PLAN 18" MIN a SEE PLAN 52.1 SCALE: I�C?NE 52,1 SCALE: NONE - 16 BAR UJ z DIA ° . FOR WALLS P' Y, PROVIDE � I a FOUR (4) VERTICAL RE13ARS ��---- 48 BAR DIA 11fi E3AR i o I CAD 'NALL INTERSECTION AS 18" MIN DIA SHOWN, TYP UN -� w _ _ llr1� Y z 2 vl CONT. FOOTING 2 "H" MIN _ Ir- - I m E3 �'f OFESS10iiii L IN Cl/.4.RGE r� O FOR WALLS ONLY, PROVIDE I 6" I 1'-0" 16" FOR WALLS ONLY, PROVIDE THREE (3) VERTICAL REBARS B. LEV1N 1 WALLS PROJECT MANAGER ONE VERTICAL BAR - AS SHOWN, TYP U.N. Q• --- FOR WALLS ONLY, PROVIDE �+ Y. CHEW _ n s ONE VERTICAL BAR 17 .' REINF ' FACE 21�SEC i�uAb/ CONTROL _ r Q �, I (I-1 I i=I 11-1 I I-1 I I-1 1I- 1 f1m1Tl-T=I 52.1 SCALE: 1 " -- !' -• fl" 52,1 SCAT. E: 3/� 1 1' --C�" B. OLES BARS TO MATCH CONT. FOOTING CON r. FOOTING REINF. 1 Q v : 4 PROJECT NAME 2 MIN. - ICT/ 'BALLS ILL�1� CORN /�,O j WALLS - COMPACTED FILL AS REQ'D a� �� GALV CRATING, # Q i •a BY GEO TECHNICAL ENG. NOTE 5 SEE ARCH DWC •� °may CORPORATION y� W I F A ACE 2'-o" rYP SLAB -ON -GRADE THE HER7� CORPORP!TION - I ��(LiTTT�i�TI-�ITfI(rflllll fT1--ifTfTl� 52.1 SCiAi. - NOTE J#'1 _ SEE PLAN CORNER/CON WALLS 52.1 SCALE: I' — 1'-0' 4 �� �l i%Construction_ STEP W/ 1-3 I -CAL FOO 14 REINF L15-U" - GALV CRATING, SEE ARCIi DWC -�=lfi-�1 DTI- S2.1 » i a V-8" �T 1 12 HERTZ SCALE: 1�C)hdE S2, I SCALD: 1 — 1 —C _-i 3 -4" COMPACTED FILL AS REQ'D Q SLAB-ON--�CRADE ' NOTE #3CAR RJENTALNWA) BY GEOTECHNICAL ENG. SEE PLAN #5 0 12" O.C. VERT (TYP) � NOTE #2—� CONT #5 NOSING t 2'-0" TYP NOTE #1 o CONDUIT-SEE-0j #4 12" O.C. HORIZ (TYP) BAR (TYP) FA ILI ff 1'-0" 2'-5 /2" SEE ARCH D1VGS 3'-7" 1'-0" R z M/E/P DWG � r 8" CONC WALL (TYP) Qf t ` BENT /#4 0 12" O.0 VERT E.F. (TYP) 12 x x x EQ EQ 31iA.'6�93.1fr't? AlliYll PROVIDE GALV L3 # __�_ r t/2"xSt/Z„xt/4 _ /� �. NOTE 4- __- -- w �` 2"CLR CONT 4I/'/e"dx4'/2"LG H.A.S. CUNT #5 NOSING I I-- I CUNT WATERSTOP -- 2"CLR ` ,�#4 0 12" O.C. SANFORD FLORIDA �' I I -� I I SEE ARCH I D,VGS (TYP) �� `L4" U.C. (TYP) BAR (TYP) (11�=� 12 x — - �--_ i - " HORIZ E.F. (TYP) PROVIDE ##4 BEN r 1'/z" GLR ('TYP) SMOOTH TROWEL 0 - - C� 12" O.0 TYP. - I GALV GRATING SLAB -ON -GRADE FINISH FOR W i I �'-s' SEE ARCH DWGS SEE PLAN 5 ® 12" O.C. VERT TYP WASH DOWN z oPVC PIP x � # " (TYP) L PLUMBING DWG � �-- 'LOPE FROM ENTRANCE , I i #4 ®12 O.C. HORIZ (TYP) z ( I I ©AR iE.SUF TRENCH ELEVATION �_— �--x X �-�--'• -- --� 1 _ _�\ 1" SLOPE- _ = r 'r0 EXIT BY 1" PER 10'-0". x x '- CUNT 5 NOSING 8" CUNC WALL ("TYP) •- ( ' _ _, x x - --- # 3"CLR -� 5 0 12" O.C. TYP SLOPE mot- E x x r �s BAR (TYP) # (TYP) rll- I I1= Ilfrr I�- -- -.• I �I�LOPr ( 12„ I 3„TYP , EQ EQ;,ill PRIN Iml I, _ - - CONT WATERSTOP z PROJECT NTIMBE�R ' - x x x— x x— x x x x x x � �' SEE ARCH D`N'GS (TYP) _ II} n o NOTE 4 3"TYP- �- 1'-F3" 1'-8" a" 20050184.5 I PROVIDE 1,,14 BENT ao I I BUTT. OF TRENCH ELEVATION —f I J • StIEE]" TITLE I U i , 12" O.0 TYP. j _ ____ W �\ VARIES SLOPE FROM ENTRANCE T COMPACTED FILL AS REQ'D ;� - - �\ TO EXIT BY I PER 10'-0". 1. PROVIDE GALV L1'/2"xl'/2"x'/q CUNT 'N/5/g"�x41/z"LC H.A.S. 24" O.C. B'( CEOTECHNICAL ENG. PVC PIPE, SEE #4 VERT DWL 12"' O.C. ! FIKSEC ' PLUMBING DWGS (TYP) 3"CLR 5 CD 12" O.C.(TYP) 2. PROVIDE GALV L21/2"x21/' x'/4" CUNT 'iV5/ "0x4'/ "LG N.A.S. 0 24" O.C. -_-__- IONS AND 3'- t" _ I 1 -8 �# 3. CAR WASH CONVEYOR, SEE CAR WASH 'VENDOR DWGS. TAIL LV.QTF�. I. COORDINATE WITH ARCH & VENDOR DWGS FOR DIMENSIONS, PITCH _ 6'-10" #4 BENT 0 12" O.C. + HK 4. 6" 0 PENETRATION FOR DRAIN PIPE. REFER TO PLUMBING AND AND PIPING REQUIREMENTS. T VENDOR DWGS- FOR LOCATIONS. 1 NOTES: VIDE GALV Ll'/ "x1'/ "x'/4" CONT 'r`I 5/ "fix i "„ t2' 5. PROVIDE GALV L3'/2'x3'/2"x'/,T' CUNT W/5/a"0x4'/ "LG H.A-S. RD 24" O.C. f Z E3 A R R Y L c_ �/ I N 2 2 / a � /2 LG H.A.S.H.A.s. ©24" O.C.oc� j _DETAIL PIT2• PROVIDE GALV L2'/ R, S x'/, COAT tiv 5/ Dx4'/ LG H.A.S. + 24" O.C. C .`C, ; � S S 0 C I A TE I � 3. CAR WASH CONVEYOR, SEE CAR WASH VENDOR D1VGS. 4. 6"0 PENETRATION FOR DRAIN PIPE. REFER TO PLUMBING AND 2� � STRUCTURAL ��NG�EERS 4 S:t%a R'T lW1jmBER VENDOR DWGS. FOR LOCATIONS. TER � C TAIL I 370 CANIT'i Dr SU['CE lot 1 iei�EN 7, IRA a, ""ETAIL S2. 1 SOVII tZSE'[', NEW JERSEY 0z3873 _ S�!A�- �� �� PI [ONE (732) 302-0300 [� AX (732) 302-1020 52,1 SCALE, NONE REUSE OF THIS DRAWING IN ANYMANNERi IS STRICTLY VIPROHIBrri WITHOUT THE WRITTEN APPROVAL OF BARRY LEVIP! &ASSOCIATES, INC. EO. T/WALL-\ BOND BEAM REINF ��T VER r REINF C WALL _. - 1 /2" PREMOLDED -" '-' '-- -- -- - L _j •--' - -- -- •--- •--- -- -- �-- '-1 -I - �- --- -- L - _ FILLER SEE 4/S2.1 SLAB ON GRADE - , } _CMU WALL - (SEE PLAN) N/DOWELS TO MATCH i p SPACING OF VERT REINF CONE SLAB 2'-U° SEE PLAN I 3C, SLAB ON GRADE - S2,2 I- I LINTEL BEAM & WALL LINTEL BEAM & WALL CMU WALL----._ SEE PLAN SEE PLAN ---- I - 1-14 CONT - I � - �- -* -.- FIN. GRADE OR - _ , __ 1 1- -�� �iLL-�l�f�OG2---�-'=- �. ' -T-�- r - --- . CONC. SIDEWALK, X; , : t.'``,x" XtX' `. _ E SEE PLAN _ "•..'• "� �-'.� _ -�f .2- VERTICAL - •• 12° CMU WALL VERTICAL �~ "� -'� --- CPA 1 " I WALL REINF SEE FOUNDATION PLAN WALL REINF SEE FOUNDATION PLAN T -� 3A I'lI-11ITIII" SOLID GROUT CMU CELLS 4 BELOW SLAB -ON -GRADE - l -- S2.2 I _ O" _ O" (� #4 D'NLS. 0 _ I - GROO [ED CELLS CON C = f B/ArIGLE EL ��- I I G REEN B ERG 'FARROW 1- `4 CUNT TOP 16" O.C. 0 DOOR -� _ I I WF LINTEL, SEE � _ I cL - T F-SEE,PLAN _ # (TOP) - - 2-#4 TOP EXCEND i ' ��� �✓ �/g x5" LG H.A.S. CON GROUTED CELLS 1 ARCH I T E C f U RE -/ - - I I �'-"r PLAN. FOR END __ r _ (SEE ARCH DWGS)_f _ ALTERNATE HOOK 4-0" BEYOND EDGE/OPNC I ! / -__-� JAMB REINF. SUPPORT. SEE _ 0 32"o.c, 'f'l TU -cv - I I f E N G I N E E R I N G I 5/S2.2 -= _ `� LINTEL BEAM r �/ 1/2"0 BOLT 10 24" U.C. SEE 6/52.2 �t - a _ 6 ANCHORS EXTEND BARS TO ROOF J P L A N N I N G // 2-#5 CUNT (B) I ! - SEE 1 /S2.2 o _ FOR ADD'L - I S .2 I I I EL SEE I Ll INFO. CMU INFILL EA SIDE �, WALLS I I I -- 3 �t ARCH D fiCS s-r r FTC #4 13' U.C. ( � RO�t -UP Dfl0 6A I I /Ig 4�12 I �- NEW OPENING L Fr > U A V I U S 0 r\ V r U E/ S U ITE 400 3"CLk c -- -` 2-L5X3 1 /2X5/16 LLH ®12" CMU SEE ARCH D NG� , I I S O rat E K S c 1, NEW JERSEY 08873 TfP _� - I I x S2.2 BA EL 2-L3 1 /2X3 1 /2X1 /4 ® 8" CMU (- ) -s - -- -� q 1 ( I I /\ I I (SEE ARCH DWGS) -�` WALL BEYOND ? SEE 4/S2.2 FOR BEARING c V O I C E 7 3 2/ 5 3 7. 0 8 1 1 Q ENINGG I I -�� 1-#5 IN GROUTED CELL F A X 7 3 2/ 5 3 7. 0 8 3 1 ( l0 (DO O OR `M`N OW) �I lI Ia \- I/ " BENT R CONT 0 3B TYP EACH SIDE OF OPENING. - I \ -- C.M.U. WALL S& ARCH mmmmmmmmmm - 1 A I II 11 II II 3 \4ELD TO JAMB R NOTES: _-.__ WALL BEYOND CEND� COPYRIGHT NOTICE -- E CI 2 K C I I I I I I AT EACH __ This drawing is the property of the above ry I I I I ( I � �/ " r'L CONT � 3A 1 • PROVIDE 8" MIN_ BEARING � EACH END. GROUT , referenced Architect and is not to be used S2..2 S2,2 SCALE: /2w 1'��'° 52,2 w Q II II i1 II 11 II 5j ARCH CMU BELOW BEARING POINT SOLID. SEE 4/S2.2 'V e SCALE: 1 /2 = � -on F J T/ CONC. SLAB �- ( for any purpose other than thc� specific If - 2. ANGLES TO BE GALVANIZED. project and site named herein, and cannot • be reproduced in an manner without the _� II . I II . ALE LINTEL T STEEL E LINTEL e p y � �¢ I � I I � I xpress written permission from the Architect 4" - SEE 6/S2.2, EXTEND ICO n I I I I I I BARS TO ROOF II 11 Ij �11 �IG-�I GRADE WALL Sf� .�8 NEW 8 U WALL 3CflON I N G O U�f ALL �2.2 //y (/�� � S2.2 -- - _ "➢Yu•�Gt®'dii•a[app.^••�•^•^• 52.2 __ _- I- 1- _ _ _.... �-� � �-� _. �- �.... _ _: -� -":�.� - SCALE:. /4" =� i'�0� S2.2 SCALE: 3/4� -- 1'--®" SCALE: 1 w = Ill DATE r • � DES.,RIP TION F J 03 14 05 50% PRUCRESS SET BE SAME SIZE 03 28 05 75% PROGRESS SET 03 31 05 95% REVIEW SET 1'0 HERTZ DOWELS AS YER f. WALL REINF, 04/12 05 BUILDING PERMIT SET POUTING, SEE PLAN TYPICAL NEW C.M.U. - 16 3/16 3 WALL OPT ELE� DUR-O-WAL RAPID--- WALL CONTROL JOINT - (W.J.) _ / I 3/ 6 S2'2 SCALE: 3/8w I r-®w CONTROL JOINT r- SEALANT (E.S.), SEE ARCH D`NGS SCL LINTEL--.-,1 4" IFF � 4 ' CONT I/�." BENT R. • SEE PLAN / tN TE 3 4"0 x6" LG H.A.S. 0 16" U.C. SCHEDULE LINTEL CMU WALL 'W / CMU JAMB 1- ELEV. OPENING BREAK WEB OF BLOCKS SEE ARCH. -�- END F R. I I jl')��! ��) J (�I'- CMU OPENING , -- VERTICAL ° REVISION RECORD Tt' 1/2"x(CMU WALL THICKNESS w r No. DATE DESCRIPTION -I")xO'-9" W/4-3/4'0 xO'-6" - - -r r _ _ _ I WIDTH REINFORCEMENT c >I �� ' �' � Ir �r'� • '► I(�I � c�� �I rl� LONG H.A.S. PLACE rt'_ CENTERED � � 1l I` r - UP -TO 4'-0" 8" - # 1(� 12i I, IJ) IL! �i ON CMU , e,� JIZ � •p 1 1 'L 5 �(I Ei �� I 1, I�) I, _ cv UF- b a I 1 1 r i �l�( NEW OPENING _ I I I I + 4'-1" TO 7'-0" 16" 4 - #5 VERT. BAR d r 117 C.M.U. JAt\AB VERT. ARCH.) - n n 1/4" BENT PLATE: SEE ARCH I' !, '}1 12' !, l� EA. CELL, j (SEE ARCH FOR LOCATION) T-1" To t2'-o" 32" - #5 NOTES: AS SHOWN WHERE REQ'D. COPE AS SHOWN ii & EXTEND 4 1/4" LEGS TO 1. JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION TOP OF R AS SHOWN. JAMB REINFORCEMENT TYP VERTICAL FOR ADDN L. INFO. 12'-l" -TO 20'-0" 48 12 - #5 FROM FOUNDATION TO ROOF. 2-#5 IN GROUTED CELLS TYP - - SEE SCHEDULE 7/S2.2 SEE SECT. 6 S2.2 # WALL REINF, SEE 2. HORIZONTAL REINFORCING AND BOND BEAMS SHALL EACH SIDE OF OPENING �9 CENTER OF - ----J� FOUNDATION PLAN BE DISCONTINUOUS AT WALL JOINT. �) 3. DO NOT PLACE WALL C.J. CLOSER THAN JAMB WIDTH "W" WALL TO DOWEL INTO FOOTING. NOTES. EXTERIOR C. r' � 0 OPENING, SEE 7/52.2 FOR DIMS. 1. FOR LINTEL SEE 3, 3A, 3B & 3C/S2.2 4� NEW CMU WALL FOR LOCATION SEE ARCH DWGS. 6A JAM � JE3E N T P Typ C u PROFESSIONAL SCA f EEO - - s2.2 SCALE: 1w y �'-ow CMU JAM SCHEDULE 8 ALL CO L JOIN S2.2 SCALE: 1 ®,'_0* 6 I CAL U JAMB S?.2 SCALE: NONE 52.2 SCALE: 1" = Ela 1 bil l� ' ' I lltl �I „'.? I m "Pt i b 1 IIt I �1' - SEE 1 /S2.2 FOR CMU WALL T.0 WALL WINDOW SEE ARCH ADD'L INFO. OPENING y y ' - 8,-o' - ,. _ 2 - #5 PER CELL BOND BEAM 'N 2-#5 - I vt I�p "PP it I�! CUNC-SILL SEE ARCH _ CONT. / # -- - (TOTAL 10) All 1 I VERT. JAMB REINF. 1 /2." PREMOLDED _ Al ELEV. SEE ARCH ` » -;'-�� FILLER BOND BEAM W/ 2-(/5 5 0 32" O.C. � ON `.VALE a CONT. (EXTEND 2'-0" - • • ' SLAB ON GRADE - W/DOWELS TO MATCH 3 #5 VERT C� CORNER, TYP. r BEYOND OPNG.) - FILL PREMOLDED SEE PLAN SPACING OF VERT REINF +�'.�tfl,FESSftJ�1lAL JAI C!ldRGE FILLER " -- t VERT REINF c� � WALL %� 9 _ B. LEVIN ; t�i-fix aS �s :X :. :X '; ,. X ,�.;: k.4 i. �1�--t (SEE PLAN) W/DOWELS TO MATCH SLAB ON GRADE - "" 45 VERT 1'/ALL--� SPACING OF VERT REINF SEE PLAN 7 PROJEC1 J�Yf►dllfdGil� INTERSECTION, TYP. - 10W ) I (rJ SIDEWALK - ' 1 _ SEE PLAN J U --'�'�?4'^•.;X::. s SOLID GROUT CMU CELLS Y. CHEN -111V = i%J'--'+ ° ° �r BELOW SLAB -ON -GRADE 0 A CONTROL U LJTIr �iJ fJJ 1 ; CMU WALL ' a OPENING B. OLES �Ir - SOLID GROUT CMU CELLS NOTES: T CONT. L3 x3 x3/16 T F-SEE PLAN -1-;/4 CONT (T&B) BELOW SLAB -ON -GRADE PROJECT NA ME 1. HORIZONTAL JOINT REINFORCING NOT I � NOTE. - SHOWN FOR CLARITY, PROVIDE NOTE: T_/F-SEE PLAN PREFABRICATED CORNER REINFORCING. - R HORIZONTAL JOINT REINFORCING NOT SHOWN FOR CLARITY, 2. FOR LINTEL BEARING SEE �/S2.2 PROVIDE PREFABRICATED CORNER REINFORCING. HORIZONTAL JOINT REINFORCING NOT SHOWN NOT - ALTERNATE HOOK ��� SHOWN FOR CLARITY, PROVIDE PREFABRICATED •;;' wAJl�THE HER 77 CORNER/C.M.U. WALLS CORNER REINFORCING - 3"CUl FTG g _ _ 11 EM0 TYP Facilities & Construction 9 CENTERLINE 9A r�wA�Ls • CM WALL 1 r N Iu C i 8 D T I L � FTC METAL PANEL SEAL WELD 2 -U' B S2.,`Z -- w __ 52.2 " ..... ' '° SEE ARCH. --� I � � '( SCALE: i = 1*-0" 52.2 SCALE: NONE HERTZ 3/16" CAP R 12 .O �• lo E "I !'►JA _ I, �� TS 4 x4 x3/16 CAR A L( 1 ) GROUT FILL SHADED AREA S.Z.2 �+ a (FOR LOCATION SEE ARCH. DWGS.) SCALE: 1 /2 = 1 '- 0 S2.2 SCALE: 12" -- 1 -0w io 3/4" � j MAX. SPA. - 6'-8" O.C. �J���� / CONT. L3 x3 x3/16 - I� 1 11 (COPE AROUND rs) I a" SIN' N 3050 CARRIER A I��V E �' I ` FOR GONTINUATIUr1, SEE B/SCREEN WALL EL.= 1 /2"x6"x6" SAiFUR13 FLORIDA SHEET S3.0 c BASE �. , 2-#4 if x SEE ARCH. ID CONT -�� 2"CLR rl $2.2 - 3/16 TYP CONT BOND 77 , #5 VERT 19 5'-4"- �5 BARS DONEE INTO BM REINFORCING 0 C.L. OF WALL W/ -•. _ Q SLAB USING HILTI HIT L3x3x3 16 HORIZ. t �L3x3x5 10 HORIL BRDC HY-150 DOWELLING DOWELS TO MATCH �. / / SYSTEM W/5" EMBED r IN FILLED CELLS z `� BRDG. 0 Q OF TS4x4 `TS4x4 E.S. OF TS OST. PROJECT AlUfi98.;rR / L LL I 2 r N _ 1 SLAB REINF,(TYP. ` 200501 C3�I.5 SEE PLAN w /B.S.) 3�Is 14 EXIST STL_ JST. ` �; / / / / _ 52.2 SEE PLANS SHEET TITLE A SECTIONS AND ``' --�'�-L2x2x1 8 ADD' CROP `.�1 8 ADD'L CROSS' I� 2 #4 CONT / / ` 2'-0" I 8RDG_ 0 Q OF TS4x4 BRIDGING 0 CE OF TS4x4 ri t r TS&J5T. BARRY L..EVIN SEC`� NOTES: i i a 1. FOR LOCATIONS, SEE ARCH. DWGS. J ASSOCIATES, METAL LATH CMU WALL, SEE PLAN 52.2 w ! ,v 2. rtiHERE POST DOES NOT FALL AT A JOIST PANEL POINT, ! „ , , , S I K CIC 1 Ul t_L ENGltV��R 3 SHEET NUMBER CLOSURE FOR VERT REINF SCALETi/ = �Q PROVIDE AOGI TIONAI STRUT AS PER DETAIL �i/53.1 13RON E M ELE�� �t 370CRSEPUSDr SUl'1'08101 873 ( i t SUiYIL'EZST 1',1`JEW JERSEY U3$73 _ PI LONE (732) 302-0300 FAY (732) 302-1020 WWW.BAKRYLEVIN.CO&I s 5.2 SCAL 1 w P 1 ��Cw 52.2 j „ • w REUSE OF THIS DRAWING IN ANY MANNER IS STRICTLY PROHIBITED SCALE: 3/ 1 -0WITHOUT THE WRITTEN APPROVAL OF BARRY LEVIN & ASSOCIATES, INC. .J F D D D L �L U <J - O OA 0 I 0 1 2 2.3 n27 3 4 DEAD LOADS METAL DECK ROOF LOADS MEMBRANE UNBALLAS TED) = 1.0 PSF INSULATION = 4.0 PSF METAL DECK = 2.0 PSF JOISTS = 3.0 PSF MECH. /ELEC. %FIRE PROT. /XIISC. = 10.0 PSF TOTAL DEAD LOAD = 20.0 PSF I I I LIVE LOAD = 20.0 PSF I UPLIFT DUE TO WIND GROSS UPLIFT METAL DECK = 58.5 PSF JOIST = 39.0 PSF NET UPLIFT JOISTS = 30.0 PSF 1 2 3 I OD Q �o `-SEE NOTE #1 IN SCHEDULE (TYP) 1 2 a - QDA- A 1� 11,75' �. 1 1.75' 1 5 ROOF DWHRAGM DIAGRM SCHEDULE USE ZONE 1 UNLESS NO -FED ON PLANS, 22 CA. NO/CONNECTORS TO NO/SIDELAP ZONE STL SUPPORT PER SCREWS .BETWEEN 36" 'WIDE DECK STL SUPPORTS 4 2 7 5 NO.zE 1. ALL CORNERS CROSS HATCHED IN 'THE ROOF DIAPHRAGM PLAN SHALL BE CONNECTED 'TO THE STEEL BM OR JOIST SUPPORT WITH - 2 CONNECTORS 0 6"o.c. (ONE CONNECTOR 0 EACH ANGLE OF THE STEEL JOIST TOP CHORD). 2. THE CONTRACTOR SHALL PROPERLY INSTALL SIDE LAP SCREWS PER MANUFACTURER'S SPECIFICATIONS SO THE SCREWS DEVELOP SHEAR AS LISTED IN STEEL DECK INSTITUTE DESIGN MANUAL, SECOND EDITION. 3. Al' LEDGER AT THE PERIMETER OF BLDG SHALL BE CONNECTED 0 6" O.C. 4. SEE GENERAL NOTES FOR CONNECTORS SIZE. PRECAST CONC. PLANK DESIGN LOAD 8" DEEP x 4'-0" WIDE PRECAST CONC PLANK DEAD LOAD (SEE NOTE 2)= 10 psf LIVE LOAD = 20 psf M/E/P sic MISC. = 10 psf SUPERIMPOSED LOAD = 40 psf NOTES: 1. -THE PLANK MANUFACTURER SHALL BE RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE PLANK TO SAFETY SUPPORT THE GIVEN DESIGN LOADS. 2. SELF WEIGHT OF PRECAST CONC PLANK NOT INCLUDED. Ru"OFFRAMING PLAN S3.0 SCALE: i j � NOTES: 1. SEE SHEET S1.0 FOR GENERAL NOTES. 2. ALL ELEVATIONS SHOWN ARE REFERENCED FROM ASSUMED FINISHED FLOOR ELEVATION OF 100'-0". SEE SITE PLAN FOR ACTUAL FINISH FLOOR ELEVATION. 3. METAL ROOF DECK SHALL BE 36" WIDE, 11/2" DEEP, (PAINTED) WITH 22 GAUGE FASTEN DIAPHRAGM TO STEEL MEMBERS SEE ROOF DIAPHRAGM DIAGRAM SCHEDULE ON THS SHEET. 4. METAL DECK BRIDGING AND/OR BRACING SHALL NOT BE USED FOR ANY SUPPORT OF PIPING, LIGHTING, EQUIPMENTS, FANS, DUCTWORK, ETC. THESE ITEMS SHALL BE HUNG DIRECTLY FROM THE STEEL BEAMS. 5_ COORDINATE SIZE AND LOCATIONS OF ALL ROOF OPNGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. PENETRATION -THROUGH PRE -CAST PLANK SMALLER THAN 10" SQ. MAY BE FIELD CUT W/ APPROVAL. PENETRATION LARGER THAN 10" SQ, MUST BE CHORD. W/ PRE -CAST MANUF. DESIGN AND SHOP DRAWINGS. 6. DESIGN AND PROVIDE CANTILEVERED JOIST TOP CHORD BASE ON LOADS SHOWN IN "METAL DECK ROOF LOADS". 7_ APPROXIMATELY WrV1;IGTH OF ROOF TOP EQUIPMENT. VERIFY LOADS, LOCATIONS AND CURB AND OPENING SIZE WITH MECHNICAL CONTRACTOR PRIOR 'TO FABRICATION. SEE DETAILS 16 & 17/S3.1 FOR SUPPORT. T3. SEE 14/S3.1 FOR TYPICAL ROOF OPENING DETAIL. 9. SEE 13/32.2 FOR SLOPPED BOND BEAM DETAIL. 10. SEE 15/S2.2 FOR RTU SCREEN SUPPORT. SEE ARCH FOR SCREEN LOCATION. GREENBERG FARROW A R C H I TEC f URE ENGINEERING PLANNING s A u 265 DAVIDSON AVENUE/ SUITE 400 SONtERSET, NEVV JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 083 1 mummmaimmummEwm COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site horned herein, and curnnot be reproduced in any manner without the express written permission from the Architect DRA WINO ISSUE RECORD DATE DESCRIPTION 03 14/05 50% PROGRESS SET 03/28 05 75% PROGRESS SET 03 31 05 MY% REVIEW SE F TO HUM 04 1'L 05 BUILDING PERMIT SET REVISION RECORD 1110. DATE DESCRIPTION PROFESSIONAL SEAL THE HERT.,7 CORPORATION Facilities & Construction HERTZ CAR -ENTAL(QW) FA CILIT ' 3050 CARRIER AVENUE SANFORD, FLORIDA a? i F. PRAJEcr MU MBEB 20050184,5 SHEET TITLE ROOF F1 PLAit I N m v v L 2x BLOCKING, SEE ARCH - BREAK OUT H.C. SLAB AT T/CMU WALL CORES AND FILL ENDS EL -SEE ARCH SOLID W/ CONC. II -e REINF. TO MATCH F 45 xz-9'AT PANEL JOINT WALL REINF. BELOW L4x4x 1/4 CONT, SEE 9/S3.1--\ (48" O.C. MAX.) W/ 3'-0" LAP " 8" HOLLOW CORE SLAB STL ROOF DECK - I T HOLLOW CORE #5 CONT. _ \ IN SLAB EL=SEE SEE PLAN /8 \ ; ,-- ARCH r SLAB BEARING =SEE PLAN 3 , - / t-2 1 /8" MASONITE BRO. PAD 4" SOLID BRICK -/ I� x 1 �- `- W/2 1/2"Ox5" LG A.S. — BOND BEAM W/ 1 BULT IN EACI CELL) �. ° BOND BEAM W/z-#5 2-#5 CONT. PL — CL J CONT., GROUTED SOLID �--- PROVIDE 3 1 /2" MIN. BRG 12" CMU WALL FOR HOLLOW CORE SLABS SEE PLAN 12' CMU WALL -SEE PLAN —§ _ - ALL GROUT KEY REINF. _ & GROUT BY H.C. SLAB CONTRACTOR -BOND BEAM W/2-#5 CONT IN GROUT CELLS " FILL ENDS OF CORES SOLID W/ GONG. #5 r a r- INTO CONCRETE FILLED =� CORE AT EACH SIDE OF HOLLOW i CORE SLAB JOINT i• •� _l 8" HOLLOW CORE SLAB \--1 /8"x3 1 /2"MASONITE BRG. PAD PROVDE 3 1 /2" MIN. BRO. tKI—xt _ �1 FOR HOLLOW CORE SLABS SECTION N 2A4N SECI` S3.1 SCALE: 3/4" = V-0- S3.1 'SCALE• NUDE 53.1 SCALE: 1�9ONE 2x P.T. NAILER W/ 1/2" 0 A.B. @ 32" O.C. (4" EMBED & STAGGERED) BOND BEAM W/2 #5 CONT IN GROUT FILL L4x3x1/4 (LLV) CONT W/3/4"O COUNTERSINK, SEE ARCH DWGS -- 2x P.T. NAILER W/ 1/7"� A.B. ®32" O.C. HILTI HIT HY-150 @ 32" O.C. T CMU (4" EMBED & STAGGERED) (6 EMBED) IN GROUTED CELL. SEE ARCH DWGS >ll� L4x3x1/4 0 (LLV) CONT W/3/4" O HILTI HIT HY--150 COUNTERSINK, SEE ARCH ,� SEE 9/53.1 CAD 32"O.C., (6" EMBED) IN GROUTED CELL. T.O.MASONRY, SEE ARCH °R— SEE 9/S3.1 _ - ROOF DECK, SEE PLAN �L T.O.S. EL VARIES SEE PLAN • _ _ �` 1/8 3(�1 `L BOND BEAM W/2 #5 �> > `-ROOF DECK, SEE PLAN CONT IN GROUT FILL T.O.S. EL VARIES - SEE PLAN- -� T/STUD EL 17'-4" 13OT/STL JOIST CHORD P L - HORIZ & CROSS BRIDGING, 2x BLOCKING, SEE ARCH BOND BEAM W/2-y#5 CONT T/CMU WALL IN GROUT CELLS EL -SEE ARCH T/CMU _ 1.-2x P-T. NAILER W/1/2"O A.B.'S GALV. 1_5x5x5/16" CONT. - @ 32" O.C. (4" EMBED & STAGGERED) N/5/16"O HILTI HIT HY 20 (SEE ARCH DWGS) j _ -- 5' INTO WALL/SLAB. GROUT i • J COUNTERSINK (SEE ARCH DWGS) FILLED 6" MIN. AROUND BOND BEAM W/ _ L4x4x 1/ CONT, SEE 9/S3A ANCHORS 2 #5 CUNT IN - 4 ATTACH 160A GROUT FILL TO DECK LEDGER --STL ROOF DECK - F „ 8" CMU W/# I C SEE PLAN & 4 ANGLE `N '/ � PUDDLE �, 1 � /S3.1 =(/HOLLOW CORE �� � � / 8 r, 24 O.C. � MALL _ /8 SLAB EL -SEE WELD @ 6" U.C. ARCM � ATTACH ROOF DECK T/STL EL TO CONT PL. W/NO. SEE PLAN — - F/2 12-14 BUILDEX SCREWS 2"ii/81x0'-8" LEDGER Q 6 O.C. BOND BEAM W/ = ' - W/2-/2'"Ox5" LGBOND BEAM W/ i3" HULLO`FV CORE SLAB ANGLE STEEL ROOF DECK 2 #5 CONT IN A•S• @'2 - #5 CON r- ° o GROUT FILL 2 CMU WALL. W/ C.M.U. WALLS —� WALL REINF SEE PLAN —CONT 16GA PL VERT REINF @ 1 '+NALL, SEE PLAN , r^- L 1 /2 MIN 1 3 �,{q;( �•1 /Z MIN EXTEND #7 48 LAP GAP - BELOW T/STL EL. �R 1—YP JST flfir✓ ('3 SECTION SEC 'iION 5 N I U C.M.U. WALL VS - - �-i SCALE:NONE 53.1 °SCA1.E: 1 1/2" = 1'--p" 53.1 SCALE: 3/4' - 1.-0„ T/STUD EL �EXT. FACE/STUD WALL ter' L6X6X5/16 CONT. W/2- LEDGER SPLICE SHEATHING — 0.177"0 DRIVE FASTENER SEE ARCH I FROM EA. STUD INTO STL I -NEXT. FACE/WALL I1 p /2x2x0'-8" 1/2,� FINISHING STL ROOF DECK - SEE ARCH 1 SEE PLAN & 4/S3.1 LEDGER - L4E <TYP CN6X20GA EL I C� 16" O.C. 1S L/-1 J-1___/--LI-1 --1 T STL SEE PLAN x8" ON AL P-1/2x2x0'-8„ B/STUD EL I C) _ _ • 9a X1'-4" LG W/2-1/2" x5" LG 4"I 4" 1 TYP =14'-10" - ' . • ' — ' _lr A.S. IN EACH CM CELL/4 CN3 5/8X20 GA - JST ALTERNATE' E} E @ 16" O.C. CN3 5/8X16 CA-7 - BELOW ^� - - CONT." W/2-0.177 O - 0.177 0 SCREW @ 12 O.C. INTO CONC. AS AN ALTERNATE CONTINUOUS COMPLETE (TYP) PENETRATION BUTT WELD SHALL BE USED —r SEE PLAN ` JST TOP CMU WALL W/ BOND BEAM W/ " — CHORD VERT REINF @ 2 #5 CONT IN CMU WALL W/ VERT L4x3x1/4 O (LLV) x 0'-10" LG AT BRDG WALL, SEE PLAN GROUT FILL SPUCE FOR SEE 8/S3.1 �� P _ HORIZ & CROSS BRIDGING, REINF ® �, SEE PLAN �- r - W/2-1/2"O HILTI HIT HY 150, (4" EMBED) + FOR ADD'L INFO. JST IN G ON4 GER SEE PLAN 5 SPACING IN GROUTED CELLS (2) - 8 o, > CONT DECK � P P �^yy y\ `/�� yY� CMU WALL W/ VERT �N -- L4x3x1/4��(LLV) x 0'-10" LG AT BRDG I ALL SEE PLAN 1 B14TUDOEL _ — S3P1 /, " V REINF @ SEE � SCALE: 3 � � ®C W/2- /2 HILTI HIT H'f 150, (4 EMBED) STL JST /8 5" SPACING IN GROUTED CELLS (2) L6X4X5/16 (LLV) @ PROVIDE U " - 1 1/2" VERTICAL SLOTTED HOLES FINGER TIGHTEN DOUBLE $A ECn0N GROUT ALL JOINTSC HSS POST = CMU WALL r � SOLID (TYP) JST PANEL POINT TYP. NUTS. LOCATE ANCHOR BOLT @ BOTTOM OF LOTTED HOLES. S3.1 BETWEEN JOIST (1) — PROVIDE MIN 6" GROUT ALL AROUND ANCHORS, — —GROUT PRIOR TO BOLTING. PROVIDE MIN (1) � PROVIDE MIN 6" GROUT ALL AROUND ANCHORS, TYP. SCAM: ����� I - (2) (2) GROUT PRIOR TO BOLTING. PROVIDE MIN 6" GROUT ALL AROUND ANCHORS (TYP) 6" GROUT ALL AROUND ANCHORS (TYP) TYP STL DECK & 8RDG TYP STL DECK & 8RDG 6 CONNECT TO CMU WALL 7 CONNECT TO CMU WALL 53.1 SCALE. 3/4- : 1'-0- S3.1 SCALE: 3/4" = 1,-D'" L2X2X1/4 TYP AS SHOWN ADD'L CROSS BRDC 1/8" WELD TO JOIST JOSIT-SEE PLAN '�'_ — L6x4x5/jgx8" LG (LLV), E.S. - - - - --- -- _ `- /1E; BOND BEAM W/ 3/16 2-#5 CONT HSS3x3x1/4X6'-6" LC - 0 8'-0" O.C. MAX �— L4x4x1/4x1'-0" LG, E.S. TYP REINF 0 (� WALL. e r SEE PLAN & SECTIONS BOND -BEAM W/ FOR ADD't_ INFO 2-#5 CONT /ALL PERPENDICULAR TO BEAM -- WALL PARALLEL, TO BEAM to VYPICAL MASONRY WALL BRACING 53.1 SCALE: N8 E, JOIST L3x3x}/4 (TYP U.N.O.) L4x3x /,1 (LLV) 0 ROOF EXHAUST FAN SUPPOR' PROVIDE ANGLES AS REQ'D TO FRAME OPEN PROVIDE JOIST STRUT REQ'D. SEE TYP. JOIST STRUT DETAIL. NOTE: TYP. ROOF OPENING DETP SHOWN APPLIES TO ALL I OPENINGS WHERE LEAST DIMENSION IS 13" OR LAF REINFORCE ROOF OPENIN( LESS THAN 13' BY WELDI 16 GAGE SHEET METAL V WIDER THAN OPENING TO METAL ROOF DECK. WHERE DIMENSION "E" IS THAN 6" ANGLE MAY BE OMITTED. I X 14 "PfP_, OPENING s .1 SCALE: NONE 3/16 A A JOIST 3/16 L7x4x3/8 LLV x8" LONG PROVIDE 1" DEFLECTION HEAD (TYP) C --- C SCALE: NONE BEAM OR JOIST SCALE: NONE GALV. CLIP PNGLE 5x3x1/4 L.L.V. W/(2) /2'x2 /4" MIN EMBEDMENT STAINLESS STEEL EXPANSION ANCHORS INTO PCHC PANEL. ALIGN EXPANSION ANCHOR W/CENTERLINE PANEL WEB LOCATIONS 8" PCHC SLAB, SEE PLAN BOND BEAM W/(2) 15 BARS x CONT BOND BEAM W/(2) #5 BARS x CONT CMU WALL, SEE FOUNDATION PLAN L6x6x5/16 UNDER RTU CURB -I - T/POST EL = PCHC SLAB 12 53.1 SCALE: NONE - - •� i l � I�I I I L3X3X5/16 2 ON POST 1 MIN. i �L II CMU `NALL BFYOND --- I I B/LINTEL EL L- T/JST EL BEYOND HSS4X4, SEE5P`0""'MAX. C6X10 It r* CN POST W.P. = T/STUD EL --CN1X20 GA 1/4 - C YP t M-0-I-qmsh. / / -' - .I \ I "-- WF LINTEL, SEE PLAN LLP LOAD STEEL JOIST y SEE PLAN 1 SEC110N AT CANOPY S3.1 SCALE: NONE TYPICAL - JOIST 13 LOAD STRUT DETAIL HEX WASHER HEAD SCREWS 0 24" 1 /2"- 1 13/16 ' 53.� A_ --- ALONG EACH LONG SIDE C SCALE: NONE PROVIDE SCREWS AT EACH END). MAX. TOP FLANGE ,CREWS SHALL PENETRATE RTU THRU BOTH SIDES OF MOUNTING FRAME 1 OUTLINE OF RTU CURB TS 1 1/2x3 BASE OF HVAC ` (VERIFY) TO BE PROVIDED �+ BY 1-IVAC MANUFACTURER— - MOUNTING FRAME (SEE DAECH) JOIST MEMBRANE ROOFING---_ WOODS I3 TOP FLANGE SHALL BE LEVEL (SEE ARCH) NAILER PL 16GA.x5"xO'-1O" W/ ROOFING INSULATION STRIP W� 2-BUILDEX 1 /4"0 STD HEX WASHER HEAD SCREWS (SEE ARCH) G INTO MOUNTING FRAME ate- AND INTO L6x6. SPACE PL I-, 11 0 48" O.C., MAX ALONG 00 ELEV - SEE - aACEA`H END),SIDSEEROO DE PLATE FRAMING PLAN E METAL DECK L6x6 [I BOTTOM FLANGE NOTE1 1. AS AN ALTERNATE TO THIS CONNECTION OR THERE THE MOUNTING FRAME & THE STRUCTURAL STEEL DO NOT LINE UP USE 1/8" WF-LD 2" LONG. 2. THE HVAC SUPPLIER SHALL DESIGN THE MOUNTING FRAME AND THE CONNECTION OF THE HVAC UNIT MOUNTING FRAME (SEE MECH) FOR ALL DEAD, LIVE, SEISMIC, WIND, AND WIND UPLIFT LOADS. F 3. ROOFING NOT SHOWN FOR CLARITY. COORDINATE I FLASHING REQUIREMENTS WITH -THE ARCH DWGS. 17 TYP, HWAC CURB SUPPORT-,, 33,1 SCALE: 1 -1/2' - V' 0— - C12X3Q X18.75 ON POST �k GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING Al m 65 DAVIDSON AVENUE/ SUITE 400 SOMER5c•r, NEW JERSEY 08871 VOICE 732 /537 . 0811 FAX 732 /`i37 . 0831 COPYKIGM NOTICE This; drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be, reproduced in any manner without the express written permission from the Architect mummommmummmWAN TJRAWIND ISSUE RECORD DATE DESCRIPTION 03/14 05 50% PROGRESS SET 03 28/05 75% PROGRESS SET 03/31 05 95% REMPE SET TO HERTZ N/12 05 BUILDING PERMI F SET — REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL THE HER77 CORPDRA TI ON Facilities & Construction HERTZ A : I T S.( ) FA CI ] TY 3050 CARRIER AVENUE SAf1JfORD, FIVRIDA 20050184.5 SF ERE r17•I..E SECTIONS AND DETAILS r I� 21-611 LJ O LJ I_ O LI- a a 15'-0" O cr1 r- 21_`+11 0'- 2 1/4" SLOPE 0'- 1" FASCIA BELOW LOWEST STEEL 13'- 6" CLEARANCE HEIGHT + 1'- 2" FOOTER SUBSET 14'- 11 1/4" FOOTER TO MAINBEAM HEIGHT - 0'- 3" TOP & BOTTOM PLATE THICKNESS 14'- 8 1/4" COLUMN CUT LENGTH C 1, C2, C3 C P 1 - W 14x22 I AlI I 2 I I I I I 1C HERTZ STYLE ACM FASCIA COLOR TO BE DETERMINED SIDE ELEVATION 0'- 0 1 /8" SLOPE 0'- 1" FASCIA BELOW LOWEST STEEL 13'- 6" CLEARANCE HEIGHT + 1'- 2" FOOTER SUBSET 14'- 9 1/8" FOOTER TO MAINBEAM HEIGHT - 0'- 3" TOP & BOTTOM PLATE THICKNESS 14'- 6 1/8" COLUMN CUT LENGTH C4,C5,C6 45'-011 2c 2'-011 DECK =XTENT 4111 2 I ° PB2 - W 14X22 ° ° C4 ° ° C5 ° C6 ° ° ° I N N N 14 I 4" x 4" x 1/4" x 9" ANGLE LUG (TYP.) I7}� C C C 2 2 1 2 1 I 2 P2 - W 14x22 I P3 - W 14x22 I I I I 61 I I I 2ki ° C1 o C2 ° C3 o PB1 - W14x22 ° I I L----------------------------------------------------- --------- DECK 8111 EXTENT L 16" WIDE x 3" DEEP 20 GA. GALV. STL. DECK PANELS IN PRE -FINISHED GLOSS WHITE (34) 16" PANELS x 19'-6" CANOPY FRAMING PLAN I 21.611 -0" 2 "ENDS" P4 - W 14x22 'Al 45'-0" (5) PANELS FOR EACH "SIDE" WRAP THIS PANEL AROUND 2" WRAP THIS PANFI AROI INn z" SPECIAL_ TAPERED PANELS SHOULD START AND STOP ABOUT 2" IN FROM DESIRED OUT -TO -OUT LENGTH OF 20'-0" "ENDS" ERECTOR TO CUT OFF AND ROUTER PANEL "B111 & 11132" TO LENGTH REQUIRED (CUT OFF APPROX. 2") TO FINISH OFF CANOPY "ENDS." PAN13110911*�EL LAYOUT WRAP THIS PANEL AROUND 2" 201-011 "62" -I 211 WRAP THIS PANEL AROUND 2" ERECTOR: SLOPED STEEL! TOTAL SLOPE OF STRUCTURAL STEEL AND DECK TO BE 2-1/4" OVER-ALL. COLUMNS C1,C2,C3 TO BE 1-7/3" HIGHER THEN C4,C5,C6 DO NOT SLOPE FASCIA. FASCIA TO BE "EARTH LEVEL" GENERAL NOTES I. DO NOT SCALE DRAWINGS 11. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES. III. ALL WELDING UNLESS SPECIFICALLY NOTED SHALL BE PERFORMED IN THE COMPANY SHOP BEFORE SHIPMENT. ALL WELDS SHALL BE'FULL' WELDS, A MINIMUM OF 1/4" SIZE AND PERFORMED BY CERTIFIED WELDERS. UNLESS NOTED OTHERWISE. ERECTOR NO-FE A. ALL LEVELING NUTS AND FOOTING ELEVATIONS MUST BE CHECKED WITH A TRANSIT. VERIFY ALL FOOTING BOLT CENTERS. B. CHECK ALL STEEL FOR PLUMB, SQUARE, AND LEVEL AFTER IT IS ERECTED. C. ALL ASTM A325 BOLTS SHALL BE INSTALLED PER THE RCSC SPCCIF'ICATION for Structural Joints Using ASTM A.325 or A490 _Bolts, (11113185) contained in Part 5 of the RISC Manual of Steel Construction Allowable Stress Design, 9th Edition. D. CHECK LEVELNESS OF BOTTOM OF PURLINS WITH A TRANSIT. E. ALL BRACING FOR BEAMS AND PURLINS IS TO BE WELDED ON BEFORE DECK PANELS ARE INSTALLED. F. FIELD PRIME ALL STRUCTURAL STEEL CONNECTIONS AND SPLICES AFTER STEEL IS ERECTED. 1. CONCRETE BASE BY GENERAL CONTRACTOR. 2. #4 BARS HORIZONTAL, BOTH WAYS, 4 LAYERS REQUIRED, SPACED AS SHOWN WITH (16) #4 BARS VERTICAL AS SHOWN. 3. GENERAL CONTRACTOR MUST FILL UNDER BASE PLATE WITH NON -SHRINK GROUT. GROUT MUST BE A MINIMUM OF 1 1/8" THICK TO A MAXIMUM OF 3 5/8" THICK. 4. 1 1 /4"0 x 30" LG. A-36 ANCHOR BOLTS W/ HEAVY HEX NUT AND 6" THRD. PROJECTION WITH DOUBLE NUTS FOR PLUMBING AND LEVELING. 5. ALLOW A 36" SQUARE OPENING IN DRIVE AT COLUMNS FOR INSTALLATION OF ANCHOR BOLT NUTS. OPENING TO BE FILLED WITH CONCRETE AFTER ERECTION. 6. ELECTRICAL ACCESS OPENING (4"0 HOLE) WITH 5"x6" COVER 7. BASE PLATES ARE 18 "x 18"x 1" THK. GR. 50 STL. W/ (4) -1 1/2"0 BOLT HOLES ON 14" CENTERS. 8. BASE PLATE HAS A 6"0 HOLE FOR ELECTRICAL ACCESS. 9. UNLESS OTHERWISE NOTED, TOPS OF FOOTERS MUST BE HELD LEVEL AND ON THE SAME PLANE. 10. CONCRETE FOR FOOTERS SHALL ACHIEVE A MINIMUM (.*G viPRESSION OF 3000 PSI. 11. FOOTING DESIGN IS BASED ON PRESUMPTIVE LOAD BEARING VALUES PROVIDED IN THE INTERNATIONAL BUILDING CODE, TABLE 1804.2. AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PqF AND A LATERAL BEARING PRESSURE OF 150 PSF/FT SHALL BE VERIFIED IN THE FIELD. IT IS RECOMMENDED THAT FOOTINGS BEAR ON STABLE ORIGINAL, UNDISTURBED SUBGRADE OR SELECT CONTROLLED FILL (EXTENDING TO STABLE ORIGINAL, UNDISTURBED SUBGRADE). IF FIELD CONDITIONS AND TESTING INDICATE LESS CAPACITY OR DISTURBED SOIL, THE DETAIL SHOWN SHALL NOT BE USED AND TFC SHALL BE CONTACTED IMMEDIATELY TO REDESIGN THE FOOTINGS. 4'-6„ 1'-6" (18„) - 1 '-2" (14") r---r---T---�---� I I I I I I I I I I I I I I 1 I I U 1 I I I I I I I O v l I I I I I I 1 I I I I i I 0 4'-0" TOP OF DRIVE 5 1'-2" i 3 101, 6" t----r--?------T L14) 1'-.3" I I , 4'-6" I I I I I 1 I I I I 2 @ 1'-1 1"------+------ ; 2 I I I I I I I I I I 611 I I I I I I I I I I 2 1 CANOPYLOADS 1603.1.2 ROOF LIVE LOAD: 20 PSF 1603.1.3 ROOF SNOW LOAD: Pg = 0.0 Pf = 0.0 Ce=1.0 1=1.0 Ct=1.2 1603.1.4 WIND LOAD: V(3 SEC GUST) = 120 MPH I=1.0 EXPOSURE = C GCpi = 0.00 1603.1.5 EARTHQUAKE DESIGN DATA SEISMIC USE GROUP = 1 Sds = 0.122 Sd1 = 0.080 SITE CLASS = D SEISMIC -RESISTING SYSTEM = INVERTED PENDULUM ANALYSIS PROCEDURE _ EQUIVALENT LATERAL FORCE CODE SPECIFICATIONS AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (1989 EDITION) AISC CODE OF STANDARD PRACTICE FOR BUILDINGS AND BRIDGES (1986 EDITION) AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 1986 EDITION AWS D1.1-1988 STRUCTURAL WELDING CODE MATERIAL SPEC. I HOT -ROLLED STRUCTURAL - A992 STRUCTURAL TUBE - A500 GRADE B PLATE - A529 COLD -FORMED STRUCUTRAL - A446 GRADE A (FY=55 KSI) DECK PANELS - A653 (FY=40 KSI) WELDS - AWS/D1.1 E70XX ELECTRODE HIGH STRENGTH BOLTS - A325N WASHERS - F436 DECK PANEL PROPERTIES Properties 19 Ga 20 Ga 22 Ga Alum Width (in) 16 16 16 12 Depth (In) 3 3 3 3 Ma+ (k-in/ft) 8.24 7.02 5.68 Ma- (k-in/ft) 6.73 5.38 4.16 Sx+ (10/ft) 0.3434 0.2926 0.2367 Sx- (in3/ft) 0.2804 0.2243 0.1732 Ix+ (in4/ft) 0.8040 0.6898 0.5646 Ix- (in4/ft) 0.4200 0.3450 0.2775 CERTIFIED BY. C7 BUILDING PERMIT SET 4/12/2005 GER 95% REVIEW SET TO HERTZ 3/31/2006 GER 50% REVIEW SET 3/14/2005 GER REV. DESCRIPTION DATE BY ❑ OFFICE ❑ ERF_CTOR ❑ STEEL ❑ JOB FILE TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB N/A QUOTE # N/A PRINT N/A 20'-0" x 45'-0" 6 - COLUMN LOCATION: HERTZ EXIT CANOPY SANFORD,FL. CUSTOMER: SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: GER DRAWING NO. MARCH 16,2005 1 1 "X 14" X 20GA BRACE 1 "X 14" X 20GA BRACE ANGLE / FLASHING ANGLE / FLASHING - BOSTIK CAULK BOSTIK CAULK - FAtosC B �cE VARIES FROM 10" TO 12111 ��� VARIES FROM 10 TO 124 21-611 co O 4 O QCIO �7WII 4 /- 6+ 11 (12) A-325 BOLTS 5/8" O @ EACH CONNECTION DECK PANS W14x22 PURLIN - 1" X 2" X 20GA ANGLE VARIES FROM 1" TO" 3 TRAP ANGLE W14x22 MAIN BEAM I "o (4) ANGLE LUGS 4"x4"x1 /4"x9" a@ EACH CONNECTION (2) LUGS (2) LUGS PURLIN W14x22 PURLIN {I3" .� uE I /oi - 1 9„ U oE,I CJ T ELEVATION DECK PANS W14x22 PURLIN 1" X 2" X 20GA ANGLE VARIES FROM 1 If TO 3; TRAP ANGLE LAST DECK PAN HANGS PAST PERIMETER PURLIN t 21" ERECTOR TO CREATE FINISH PAN AND USE BOSTIK CAULK , ± 2" 2TO ASSURE 2 -6 11 O WATER O� ¢ TIGHTNESS AT SEAM. O W14 -� 1" SIDE TABS 6" 'Ion §["I"LOIL MAIN BEAM CY) 23" I 2311 4 1. 4 2311 24 2311 4 PURLIN �j 411 21-611 1" X 9" X 20GA "L" BRACE 1" X 12" X 20GA ANGLE BRACE / FLASHING --'-_ FASCIA BRACE 1-0111 4 11 _10 __ DECK PANS k1l DECK PANS 7 4" U W14 MAIN 21a611 W14 MAIN 1" X 2"X 20GA ANGLE PANEL O W14 DAM PERIM. p SEE ALSO "DRAINAGE DETAIL" 1"SIDE TABS O U) BEAM ' 1 co) 1" X 2"X 20GA ANGLE W14 PERIMETER _ TRAP ANGLE 1„ ACM BEAM , 12" TRAP ANGLE 3111 i „ t— N 2311 � 4 d SIN 1211 MAIN-TO-PURLIN CONNECTION- 4" X 4" X 1/4"x 9" ANGLE. SECTION N.T.S. NO SCALE \ 2 mm n TnDr'W A°YK" Pr)I F- IN P1IRI IN 7311 B-B G PLAN FOR LOCATIONS BOTTOM OF LL DECK PANS GUTTER ACM SOFFIT � LL- 3"x4"DOWNSPOUT 3„ 11- (EA. CORNER) 0 p 4 3„ 54 n z o 32" BOTTOM VIEW 5° OF CORNER $" ERECTOR TO CUT I IN COLUMN 1N _ 6„ THOE FIELD. A 3"x4LE HOLE MAX. IS REQUIRED. ERECTOR THEN TO CAULK ERECTOR TO CUT HOLE WATERTIGHT WITH BOSTIK IN PERIM. BEAM, IN FIELD, FORS° ( '« DOWNSPOUT TO GO THRU. IT, 1/4" PLATE WELDED INSIDE OF COLUMN. !y. v q WELD ALL AROUND TS 101°x ! 0"x q 1 /4" TS 10°°x10"x1 /4" TO MAKE WATERTIGHT. 2 1/2" STEEL SCHEDULE 40 INTERNAL DRAIN 1„ (T-0" LONG) 3" PVC SCHEDULE 40 INTERNAL DRAIN 52 3" PVC SCHEDULE 40 :PS10 TOP OF DRIVE 90' STREET ELBOW BASE PLATE i COLUMN DRAIN DETAIL i C4,C6,C6 ONLY m co U U N L U U U U �m �F co(0 1 011 411 I i 11 40 BP4N14 CANOPY SEU I IUN(—A'_, r- 1'-611 1 1 /2"0 SLOT 1 °' STEEL PL. 10" T.S. COLUMN ACCESS HOLE 1/2" GUSSET IL All If 2311 4 4 14°' Jill 10'°X2111X3/411PL. 4 311 3511 24 O O O U- 10" O O O 3591 8 '�J 16 111 5"x1/4" THK. GUSSET PLATES 1 1-911 T TAILCAP PL/A—% C1,C21IC3,C4,C5,C6 BP4N14 — low DATE: DRAWN BY: GER DRAWING NO. 1ARCH 16,2005 3 GENERAL NOTES CANOPY LOADS Ab" i! ACM FASCIA COLOR TO BE DETERMINED 2'-61I 10"x10"x1 /4" T.S. COLUMN 3"0 SCHEDULE 40 INTERNAL DRAIN 151-411 1 TOP OF DRIVE 1'-2" _ Fill CONCRETE FOOTERS �- I I I I 1 (BY G.C.)------a------a I I I I L------J L--`-_-J 0'- 1" FASCIA BELOW LOWEST STEEL 15'- 4" CLEARANCE HEIGHT + 1'- 2" FOOTER SUBSET ------- 16'- 7" FOOTER TO MAINBEAM HEIGHT - 0'- 3" TOP & BOTTOM PLATE THICKNESS 16'- 4" COLUMN CUT LENGTH C1,C2 SIDE ELEVATION_ 50'-0" -------------------------------------------------- NOTE: I ��� COLUMNS REQUIRED IN � . FUTURE ADDITION I I I I � I I I I I 4'-0" 10'-0" 10'-0" 10'-0" 10'-0" 4'-0" 1 '-0" �'-6"T-_-_ - - -- - - - - - P 3 - W16x45 - - - - -111 P 20 GA. PANELS IN OSS WHITE 49'-2" n I. DO NOT SCALE DRAWINGS II. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES. 111. ALL WELDING UNLESS SPECIFICALLY NOTED SHALL BE PERFORMED IN THE COMPANY SHOP BEFORE SHIPMENT. ALL WELDS SHALL BE 'FULL' WELDS, A MINIMUM OF 1/4" SIZE AND PERFORMED BY CERTIFIED WELDERS. UNLESS NOTED OTHERWISE. 1603.1.2 ROOF LIVE LOAD: 20 PSF 1603.1.3 ROOF SNOW LOAD: Pg = 0.0 Pf = 0.0 Ce =1.0 I=1.0 Ct =1.2 1603.1.4 WIND LOAD: V(3 SEC GUST) = 120 MPH I=1.0 EXPOSURE = C GCpi = 0.00 1603.1.5 EARTHQUAKE DESIGN DATA SEISMIC USE GROUP =1 Sds = 0.122 Shc = 0.080 SITE CLASS = D SEISMIC -RESISTING SYSTEM = INVERTED PENDULUM ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ERECTOR NOTES GODS SPECIFICATIONS A. ALL LEVELING NUTS AND FOOTING ELEVATIONS MUST BE CHECKED WITH A AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (1978 EDITION) TRANSIT. VERIFY ALL FOOTING BOLT CENTERS. B. CHECK ALL STEEL FOR PLUMB, SQUARE, AND LEVEL AFTER IT IS ERECTED. AISC CODE OF STANDARD PRACTICE FOR BUILDINGS AND BRIDGES (1986 EDITION) C. ALL ASTM A325 BOLTS SHALL BE INSTALLED PER THE RC,:iC SPECIFICATION AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL for Structural Joints Using AS'TM A325 or A490 Bolts, (11113185) MEMBERS, 1986 EDITION contained in Part 5 of the AISC Manual of :, teet Construction Allowable Stress Design, 9th Edition. AWS D1.1-1988 STRUCTURAL WELDING CODE D. CHECK LEVELNESS OF BOTTOM OF PURLINS WITH A TRANSIT. E. ALL BRACING FOR BEAMS AND PURLINS IS TO BE WELDED ON BEFORE DECK PANELS ARE INSTALLED. MATERIAL SPEC. F. FIELD PRIME ALL STRUCTURAL STEEL CONNECTIONS AND SPLICES AFTER STEEL IS ERECTED. 1. CONCRETE BASE BY GENERAL CONTRACTOR. 2. #4 BARS HORIZONTAL, BOTH WAYS, 4 LAYERS REQUIRED, SPACED AS SHOWN WITH (16) #4 BARS VERTICAL AS SHOWN. 3. GENERAL CONTRACTOR MUST FILL UNDER BASE PLATE WITH NON -SHRINK GROUT. GROUT MUST BE A MINIMUM OF 1 1/8" THICK TO A MAXIMUM OF 3 5/8" THICK. 4.1 1/4"0 x 30" LG. A-36 ANCHOR BOLTS W/ HEAVY HEX NU T AND 6" THRD. PROJECTION WITH DOUBLE NUTS FOR PLUMBING AND LEVELING. 5. ALLOW A 36" SQUARE OPENING IN DRIVE AT COLUMNS FOR INSTALLATION OF ANCHOR BOLT NUTS. OPENING TO BE FILLED WITH CONCRETE AFTER ERECTION. 6. ELECTRICAL ACCESS OPENING (4"0 HOLE) WITH 5"x6" COVER 7. BASE PLATES ARE 18 "x18 "x 1" THK. GR. 50 STL. W/ (4) - 1 1/2"0 BOLT HOLES ON 14" CENTERS. 8. BASE PLATE HAS A 6"0 HOLE FOR ELECTRICAL ACCESS. 9. UNLESS OTHERWISE NOTED, TOPS OF FOOTERS MUST i3E HELD LEVEL AND ON THE SAME PLANE. 10. CONCRETE FOR FOOTERS SHALL ACHIEVE A MINIMUM COMPRESSION OF 3000 PSI. 11. FOOTING DESIGN IS BASED ON PRESUMPTIVE LOAD BEARING VALUES PROVIDED IN THE INTERNATIONAL BUILDING CODE, TABLE 1804.2. AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND A LATERAL BEARING PRESSURE OF 150 PSF/FT SHALL BE VERIFIED IN THE FIELD. IT IS RECOMMENDED THAT FOOTINGS BEAR ON STABLE ORIGINAL, UNDISTURBED SUBGRADE OR SELECT CONTROLLED FILL (EXTENDING TO STABLE ORIGINAL, UNDISTURBED SUBGRADE). IF FIELD CONDITIONS AND TESTING INDICATE LESS CAPACITY OR DISTURBED SOIL, THE DETAIL SHOWN SHALL NOT BE USED AND TFC SHALL BE CONTACTED IMMEDIATELY TO REDESIGN THE FOOTINGS. 5,_6„ 1'-6" (18") 2„ 14") I I I I I I I I I I I I I I I I I I I I I I I I 11-611 1'-2" I I I I I I 51_6„ - (18") (14") I I I I I I I I I I 1 0 HOT -ROLLED STRUCTURAL - A992 STRUCTURAL TUBE - A500 GRADE B PLATE - A36 COLD -FORMED STRUCUTRAL - A446 GRADE A (FY=55 KSI) DECK PANELS - A653 (FY=40 KSI) WELDS - AWS/D1.1 E70XX ELECTRODE HIGH STRENGTH BOLTS - A325N WASHERS- F436 L� '1* MCI Q E Properties 19 Ga 20 Ga 22 Ga Alum Width (In) 16 16 16 12 Depth (in) 3 3 3 3 Ma+ (k-in) 8.24 7.02 5.68 Ma- (k-in) 6.73 5.38 4.16 Sx+ (k-in) 0.3434 0.2926 0.2367 Sx- (k-in) 0.2804 0.2243 0.1732 Ix+ (k-in) 0.8040 0.6898 0.5646 Ix- (k-In) 0.4200 0.3450 0.2775 CERTIFIED BY: BUILDING PERMIT SET 4/12/2005 GER 95% REVIEW SET TO HERTZ 3/31/2005 GER 50% REVIEW SET 3/14/2005 GER REV. DESCRIPTION DATE BY ❑ OFFICE ❑ ERECTOR ❑ STEEL ❑ JOB FILE TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB # N/A QUOTE # N/A PRINT # N/A 33' x 50' 2 -- COLUMN LOCATION: HERTZ FUEL WASH SANFORD,FL. CUSTOMER: SCALE: ENGINEER: KF_D AS NOTED DATE: DRAWN BY: GER DRAWING NO. MARCH 24,2005 1 v 1 "X 11" X 20GA BRACE a ANGLE / FLASHING 00 u- BOSTIK CAULK O w CAULK JOINT U D __�Asc/ - j " BRA 9 7/8 FLASHING 6 F. DECK PANS DECK PANS i ERECTOR TO 2'-6" = © W16x26 PURLIN CREATE FINISH W16 ca PAN AND U S E BOSTIK CAULK w (0) TO ASSURE w WATER - TIGHTNESS AT -� W16 1" X 2" X 20GA ANGLE SEAM. CLOSURE TRIM @ CANOPY TO BLDG. 6" TRAP ANGLE ATTACH TO BUILDING ONLY TO ALLOW FOR MOVEMENT SECTlu"N A C% or-CTION Al W 16x26 W 16x45 W 16x26 PURLIN MAIN BEAM PURLIN D _ e OUG O 3„ 91 Orr (12) A-325 BOLTS 3" 5/8"0 @ EACH OO CONNECTION --- 24 r�cv 3n 24 FRONT ELEVATION _ co I co (4) ANGLE LUGS --- MAIN BEAM o') 4x4x1/4"x9" @ 3 3 _ I _ EACH CONNECTION 24�� ' 1243 �� (2) LUGS 24" -�-�. co -------------- ------------------------------- ------------- -- - ��� SIN uB (2) LUGS- , 23 4 n n PURLIN ' ' PURLIN PLAN VIEW N.T.S. DETAIL 11F PURLIN TO PURLIN wil I 4" X 4" X 1/4"x 9" ANGLE NO SCALE 1'-ni, SIDE VIEW ER & FAR SIDE 1" X 7" X 20GA "L" BRACE I1�' FASCIA BRACE T i 13" 3-1/2" DECK PANS T 2'-611 i 6" U!GUTTER O Q 1 W16 MAIN cn 0 SEE ALSO "DRAINAGE DETAIL" '� CIO W 0 W16 1" X 3"X 20GA ANGLE i PERIM. BEAM 1 ----------- N TRAP ANGLE `;E�TION B -1 /n" -FM A r-v C-, \A/ \A/ACud Q >ECTION FUTURE ADDITION OUTSIDE OF FASCIA 8-111 1'-0" INSIDE OF FASCIA 7" RIVET ACM RIM PLATE TO BOTTOM OF ACM SOFFIT (EA. CORNER) 611 BOTTOM VIEW OF CORNER FUTURE W16x45 W16x45 PERIMETER W16x45 MAIN BEAM BEAM MAIN BEAM UQ 3" ,- uEfO 9�� (12) A-325 BOLTS I 3" 5/8"0 @ EACH O CONNECTION L -- _ I L-------- —I ELEVATION MAIN URLINS 5) PURLIN TO CAP PLATE ZLIN TO CAP PLATE CERTIFIED BY: I iq 1111mm QUOTE # N/A PRINT ## N/A 33' x 50' 2 - COLUMN LOCATION: HERTZ FUEL WASH SANFORD,FL. CUSTOMER: SCALE: ENGINEER: KED AS NOTED DATE: DRAWN BY: GER DRAWING NO. MARCH 24,2005 2 ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL ELECTRICAL WORK INDICATED ON THESE DRAWINGS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THESE REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70), 2002 EDITION. 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. FLORIDA BUILDING CODE. 2003 EDITION 9. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 10, CITY OF SANFORD BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2001) 11. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT 'THE CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT COMPLETE. K. MEASUREMENTS FOR DISCONNECT SWITCHES, LIGHT SWITCHES,OUTLET BOXES, LIGHT FIXTURES AND OTHER WALL MOUNTED DEVICES ARE TO CENTERLINE OF BACKBOX. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. PHASE, NEUTRAL, AND GROUND BUSES SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PROVIDE MINIMUM OF 10KAIC RATING FOR BRANCH BREAKER. PROVIDE UL LISTED SERIES RATING OF BRANCH BREAKER AND MAIN BREAKER AS SHOWN ON THE PANELBOARD SCHEDULE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS AND DISCONNECT SWITCHES SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATE WITH 1/4" HIGH ENGRAVED LETTERING (WHITE LETTERS ON BLACK BACKGROUND). 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT LOADS, HAND WRITE IN PENCIL 'SPARE' FOR BREAKERS WITH NO DESIGNATED LOAD.. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR, NEMA 3R FOR OUTDOOR LOCATIONS OR AS OTHERWISE NOTED. H. FUSES SHALL BE TYPE RK5 AND BE MANUFACTURED BY BUSSMANN, CEFCO, OR LITTLEFUSE. I. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE, J. PANELBOARDS, MOTOR STARTERS, AND DISCONNECT SWITCHES SHALL BE MANUFACTURED BY SQUARE D, (NQOD, NEHB), SIEMENS (P1,P2,P3,P4), EATON CORP (PB, PH), OR GE. K. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLOR UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE BRUSHED ALUMINUM WITH BEVELED CORNERS.. L. MULTI -GANG SWITCHES, RECEPTACLES, ETC. SHALL BE LOCATED UNDER A COMMON FACE PLATE. M. WIRING DEVICES SHALL BE MANUFACTURED BY HUBBELL, ARROW HART, PASS & SEYMOUR, OR BRYANT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: PHASE CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE; GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR. FEEDERS (#4 & LARGER) AND SERVICE CONDUCTORS SHALL BE CODED AT ALL JUNCTION AND PULL BOXES USING COLORED 3/4" WIDE PLASTIC TAPE MANUFACTURED FOR THIS PURPOSE. WIRING METHODS B. 1. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. USE ELECTRICAL METALLIC TUBING (EMT) INDOORS UNO, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE STEEL RAINTIGHT COMPRESSION, USE GRS CONDUIT WHERE EXPOSED TO RAIN AND IN FUELING AREA. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND, BELOW SLABS ON GRADE, AND TO CAR WASH EQUIPMENT. 3. EQUIPMENT LOCATED ON ROOFS, OUTDOORS, DAMP AREAS AND CAR WASH SHALL HAVE LIQUID TIGHT FLEXIBLE METAL CONDUIT USED FOR FINAL CONNECTION TO ANY VIBRATING EQUIPMENT. PROVIDE STEEL FLEX TO LIGHT FIXTURES AND VIBRATING EQUIPMENT LOCATED INDOORS. 4. BURY CONDUITS 24" BELOW GRADE AND ADD A YELLOW PLASTIC WARNING TAPE BURIED 12" BELOW GRADE THAT READS "CAUTION BURIED ELECTRICAL LINES." C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED. PROVIDE A GREEN GROUNDING CONDUCTOR IN EACH FEEDER AND BRANCH CIRCUIT. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT A MINIMUM OF (6) SETS OF SHOP DRAWINGS FOR LIGHT FIXTURES, PANEL - BOARDS, DISC SWITCHES, TIME CLOCK, AND ANY OTHER IDENTIFIED ITEMS FOR APPROVAL BY ENGINEER. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER, CATALOG OR MODEL NUMBER, TYPES OF MATERIAL, ELECTRICAL RATINGS, EQUIPMENT DIMENSIONS, AND FAULT CURRENT RATINGS. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. BALLASTS PROVIDED WITH LIGHT FIXTURES SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR WITH UL LABEL. BALLAST FOR T8 LAMPS SHALL BE PREMIUM CLASS P, ELECRONIC TYPE WITH NOT GREATER THAN 20% HARMONICS. PL LAMPS SHALL BE 4 PIN FOR INSTANT START AND DIMMING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE, LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. P. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. Q. UPON COMPLETION OF WORK, TESTS SHALL BE MADE OF THE POWER DISTRIBUTION, LIGHTING, AND ALL OTHER SYSTEMS SHOWN ON THE DRAWINGS TO ASSURE 100% OPERATION AND THAT INSTALLATION IS IN COMPLIANCE WITH THESE SPECIFICATIONS AND DRAWINGS. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR, AND MATERIAL FOR ALL TESTS. R. TESTS SHALL INCLUDE THE FOLLOWING: 1. MEGGER ALL FEEDER CIRCUITS TO PANELS. 2. VERIFY THAT ALL LAMPS ARE BURNING IN ALL LIGHT FIXTURES. 3. VERIFY CORRECT ROTATION OF MOTORS. 4. VERIFY CORRECT PHASE ORIENTATION OF SERVICE ENTRANCE CONDUCTORS. 5. TEST SYSTEM GROUND AND PROVIDE REPORT LISTING METER USED AND OHMIC VALUE. S. AT THE TIME OF FINAL INSPECTION, CONTRACTOR SHALL PROVIDE THE FOLLOWING "AS -BUILT" DATA: 1. PANEL SCHEDULES SHOWING AS -BUILT CIRCUIT LOAD DESCRIPTIONS. 2. MARKED UP SET OF DRAWINGS SHOWING ALL AS -BUILT CHANGES. ELECTRICAL LEGEND CONDUIT CONCEALED IN WALL OR CEILING i \ CONDUIT CONCEALED BELOW CONCRETE SLAB OR BURIED BELOW GRADE CONDUIT HOMERUN TO PANEL. ARROW DENOTES NUMBER OF CIRCUITS. E� FLUORESCENT LIGHT FIXTURE WITH LENS FLUORESCENT LIGHT FIXTURE WITH PARABOLIC LOUVER O DOWNLIGHT WITH HID OR PL LAMP -- -� FLUORESCENT STRIP LIGHT FIXTURE EXIT SIGN CEILING OR WALL MOUNTED 1'0" CENTERED ABOVE DOOR. O LIGHT POLE WITH SINGLE LUMINAIRE OR QUANTITY OF LUMINAIRES SHOWN. 0 TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 11 MOUNT 18 A.F.F. UNO. ® DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. UNO. (j� ® 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18" A.F.F. DOT DENOTES �j-�' 48"AFF ON WALL OR 6" ABOVE COUNTER AT SINK OR BREAKROOM COUNTERTOP. 20 AMP QUADRUPLEX RECEPTACLE, NEMA 5-20R, 18" A.F.F. UNO. HUBBELL #BHL53621 G 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, �WP MOUNT AT 18" A.F.F. UNO. HUBBELL #GF5362A1. 'WP' DENOTES WEATHERPROOF COVER. @1 O JUNCTION OR PULL BOX, 4"x2.25"DEEP SQUARE STEEL, WALL OR CEILING MOUNTED. OP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. @T/b DOUBLE GANG JUNCTION BOX FOR TELEPHONE/DATA CONNECTION TO MODULAR FURNITURE SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. MOTOR. # = HP, F = FAN, P = PUMP, M = MOTOR OF UNKNOWN HP. S SINGLE POLE, 20 AMP, SWITCH, 120/277V. MOUNT 48" A.F.F. UNO. HUBBELL #HBL12211 S3 S2 3-WAY, OR TWO POLE 20 AMP, SWITCHES. 120/277V. MOUNT 48" A.F.F. UNO. HUBBELL #HBL12231 FOR 3 WAY AND #12221 FOR 2 POLE. S M MOTOR RATED SWITCH, 48"AFF. SQUARE D CLASS 2510, #KG1 FOR 2P; #KG2 FOR 3P. MS MOTION SWITCH FOR LIGHTING CONTROL, CEILING MOUNTED. NOVITAS #01-100 WITH SWITCHPACK AB PF(NF) FUSED/NON FUSED DISCONNECT SWITCH A = POLES, B= FUSE SIZE, C= SWITCH RATING D'AG FUSIBLE MOTOR STARTER/DISC. SWITCH A = POLES, B= FUSE SIZE, C= SWITCH RATING GROUNDING ELECTRODE, 3/4"A O' COPPER CLAD STEEL GROUND ROD. TRANSFORMER ® ELECTRICAL PANELBOARD 0 - TELEPHONE PLYWOOD BACKBOARD E EMERGENCY PUSHBUTTON (EPB), 54" A.F.F. IN CARWASH BAY FOR CARWASH SHUTDOWN. EPB RED MUSHROOM HEAD (30mm), 1NO & 1NC CONTACTS, NEMA 4X PUSHBUTTON IN NEMA 4X FIBERGLASS BOX, LEGEND PLATE "EMERGENCY STOP" BLACK LETTERS ON RED BACKGROUND. SQUARE D #SKR4RO5H13 WITH LEGEND #KN205RP. AFF ABOVE FINISH FLOOR DS DISCONNECT SWITCH; DISC. SW. EC ELECTRICAL CONTRACTOR GRD GROUND GRS GALVANIZED RIGID STEEL CONDUIT HD HAND DRYER. SEE ARCH DWG. A7.0 FOR ELEVATION OF J BOX UNO UNLESS NOTED OTHERWISE WP WEATHERPROOF LIGHTING FIXTURE :X1_' HEDULE LAMPS TYPE DESCRIPTION MOUNTING NOTES NO, TYPE WATT VOLTAGE A RECESSED 2'X4' 3-LAMP FLUORESCENT FIXTURE WITH PARABOLIC LOUVER AND 78 CELLS 3 132T8 100 120 CEILING LITHONIA MPA 2 F 78 L S 3 32 120 03 3500'K RECESSED AE SAME AS TYPE 'A' EXCEPT WITH EMERGENCY BATTERY PACK 3 F32T8 100 120 CEILING 0 LITHONIA MPA 2 F 78 L 5 3 32 120 03 EM 3500'K RECESSED B RECESSED CONTINUOUS LAY -IN FIXTURE. 6" WIDE. PARABOLIC LOUVER. 2 F32T8 65 120 CEILING 2 LINEAR LIGHTING RC68 D 2 ET8 120 PBL (COLOR BY ARCHITECT) 3500'K RECESSED BE SAME AS TYPE 'B' EXCEPT WITH EMERGENCY BATTERY PACK 2 F32T8 65 120 CEILING RECESSED O LINEAR LIGHTING RC68 D 2 ET8 120 PBL (COLOR BY ARCHITECT) EM 3500'K C 8' PENDANT MOUNTED FIXTURE 1 F28T5 33 120 PENDANT MOUNTED METALUMEN C5A D 4 P L 1 S 5 A 3500'K D1 4' INDUSTRIAL STRIP FIXTURE 1 F32T8 32 120 SURFACE 2 LITHONIA EJ 1 32 120 GEB 3500'K MOUNTED D2 SAME AS TYPE 'D1' EXCEPT WITH 2 LAMPS 2 F32T8 65 120 SURFACE �2 LITHONIA EJ 2 32 120 GEB 3500'K MOUNTED D3 SAME AS TYPE 'D2' EXCEPT WITH WIRE GUARD 2 F32TB 65 120 SURFACE MOUNTED O LITHONIA EJ 2. 32 120 GEB WGEJ 3500'K D3E SAME AS TYPE 'DS EXCEPT WITH EMERGENCY BATTERY PACK 2 F32T8 65 120 SURFACE LITHONIA EJ 2 32 120 GEB EM 3500'K MOUNTED E1 SINGLE FACE EXIT SIGN. PROVIDE BATTERY AND CHARGER. DIRECTIONAL ARROWS AS INDICATED. - - DUAL UNIVERSAL O LITHONIA LQM S W 3 R 120/277 EL N E2 SAME AS 'El' EXCEPT DOUBLE-FACED. - - - DUAL UNIVERSAL 0 LITHONIA LQM S W 3 R 120/277 EL N E3 ARCHITECTURAL EXTERIOR EMERGENCY LIGHTING SYSTEM. UL LISTED FOR WET LOCATION AND COLD TEMPERATURE. 2 3W XENON 6 DUAL SURFACE (D LITHONIA AFN DB EXT WITH ELA AFNR DB MOUNTED F1 4' LOW PROFILE WRAPAROUND 2 F323T8 65 120 SURFACE LITHONIA LB 2 32 120 GEB 3500'K MOUNTED F2 SAME AS TV EXCEPT WITH TWO BALLASTS FOR DUAL -SWITCHING 2 F32T8 65 120 SURFACE 0 LITHONIA LB 2 32 120 GEB 3500'K MOUNTED G WALL -MOUNTED 4' ALL-PURPOSE WALL BRACKET. 2 F32T8 65 12Q SURFACE O LITHONIA WC 2 32 120 GEB 3500'K MOUNTED H 22" DIAMETER LOW BAY FIXTURE. PENDANT MOUNTED WITH 6" STEM. 8 42W 370 120 PENDANT O VOIGHT LIGHTING INDUSTRIES 1 88 42 UNIV PL HCSW3 6 AC CL CFL MOUNTED K 23" SQUARE LOW BAY FIXTURE. 1 40OW 460 120 SURFACE MOUNTED 02 LSI LIGHTING SYSTEMS MA S 400 MH DA MT (COLOR BY ARCHITECT) NO MH L ARCHITECTURAL WALL PACK, UL LISTED FOR WET LOCATIONS. 1 175W 220 208 SURFACE O 04 EXCELINE GEOMATRIXX SERIES GX M W 175 MA L (COLOR BY ARCHITECT) 8 MH MOUNTED M 8" DIAMETER RECESSED PL DOWNLIGHT WITH ELECTRONIC BALLAST. UL LISTED FOR DAMP LOCATIONS. 2 32W 70 120 CEILING 2 O GOTHAM AF 2/32TRT 8AR 120 WLP PL TRT RECESSED N 8' ENCLOSED AND GASKETED WRAPAROUND. UL LISTED FOR WET LOCATIONS. 2 F59T8 110 120 SURFACE 2 O COLUMBIA LIGHTING LUN8 2 59 EB8 120 3500'K MOUNTED P WALL -MOUNTED INDIRECT SOFFIT LIGHTING j F32T8 32 120 SURFACE LINEAR LIGHTING Q79 B/1ET8 (UP) 120 AR WMT BW NO 60' 3500'K MOUNTED 2 RI FESTOON LAMP SYSTEM W/ 3W XENON CLEAR LAMPS ON 3" CENTERS WITH CLEAR LINEAR LENS. 23' LENGTH. 92 3W XENON 276 12 SURFACE O CV LIGHTING MC203312X-23 WITH MC2456 LINEAR LENS MOUNTED R2 SAME AS 'R1' EXCEPT 30' LENGTH. 120 3W XENON 360 12 SURFACE O CV LIGHTING MC203312X-30 WITH MC2456 LINEAR LENS MOUNTED NOTES: 0 REFER TO ARCHITECTURAL DRAWINGS AND/OR ELEVATIONS FOR MOUNTING HEIGHT. OVERIFY CEILING TYPE PRIOR TO ORDERING FIXTURES. OPROVIDE LIGHT FIXTURE WITH WIRE GUARD ACCESSORY. �4 VERIFY COLOR/FINISH WITH ARCHITECT PRIOR TO ORDERING FIXTURES. OPROVIDE TERMINAL BLOCK AND ACCESSORIES FOR 12V OPERATION. PROVIDE (1) STEP-DOWN TRANSFORMER 120/12VAC, 750VA FOR 23' RUN AND 30' RUN OF LIGHTS. LENGTH AS SHOWN ON PLANS. ARCHITECTURE ENGINEERING PLANNING 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect ORA WING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO, DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME TIIP HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA Hey PROJECT !NUMBER 20050184.5 SHEET TITLE SHE -FT NUMBER F- L Rd, ARCH ITECTU RE ENGINEERING PLANNING 9 m d 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL / r l PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON -------------- PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET NUMBER a + + + + + + + + - +-'0. 1.2 0,8 1,0 0.$ 1.3 0,9 0,9 1.2 0.8 1,0 0.$ 1.2 0. + 1.1 _ 1. 1. .1 + + + % + .7 .8 .7 ��1. B 0.9 ILL 1.1 2.1 1. 1. 0. 0, +2.2 +4.1 +1.7 +3.5 +4.3 +2.7 +3.1 +4.7 +2.7 +2.4 +4.1 +2.9 +2.5 +3.6 +3.5 +1.7 +2,0 _1.4.2 +3 5- +2.7 +4.0 +3.7 +1.8 +1,9 +3.9 +3.8 +2.7 +3.7 +3.9 + . W S � U U ° .0° - ° +1.0 "d+' 3.2° u +7.0u U + -1-3+1.5 35 8.0 4 6.8 +7.1 +3.2 +1.3 + +7.0 .2 + .3 .6 + .6 � 0,6 .0 .1 1.9 3. +g8. C Q 9. 07.4 2,8 1.4 1,6 Co1k El o --a °9 __ tl ° U ° U n u ° __p.. - + I 5.0 3 + .9 + ,0 + .1 + .4 + 0, + + + + .4 .4 2.2 4. C-° + + + + + + �J 9. 6.8 7.7 3.3 1.9 2,0 0,3 a tl a U tl a a + -1- + + + + I + + + + 8 3 5.9 $,0 3,5 1.7 1�8 3._88,3 5,9 8,3 3,8 + , 3- 4.4 .0 .1 I+++ .0 .2 .8 .0 + + + + .8 .3 2.2 3.1 + + �-�-- +C��+-�I++ 2. 2.1 l-,5 ,7 2.0 U+ + + + + + U`i_,� 2. 2. 2.1 3.0 1.7_ 1.8 3.0 2.2 2.0 2.2 3.0 C-J ALTERNATE- �� CJ a 4 ° ° ° ° ° ° ° ° tl ° 4 ° ° ° ° ° u ° e _ ° +2.9 +' .5 + .8 + ,1 + .4 + .4 + .2 +1.7 +1.6 +1.1 +1.1 +1.3 2.1 cuSTOMEI� ,3 +1.5 ���`` SERVICE - ...1 +1.4 +1.6 +1,3 +2.0 �1.7 +1.7 +2,3 �1,6 +1.8 �1,6 +2,3 - o _V_L_ C, EXPANSION o� .6 .1 .8 .5 + .9 + .4 + + + + 4.3 0 + = CRAM 0 °�l_�++++ + ++++++-�+-f�'4.3 5.2 3.4 4�2 4.9 2.5 2.1 4,4 5.5 4,0 6.4 5,5 + .9 + .3 + .$ + .8 + .6 + o + .8 +3.8 tl C = C U S-I.OMER u_ Q SERVICE 1 +1.3 G�9 a . �--- -- �- o o o o n o o +6. 3 +8,1 +3.8 +2.0 +1,7 +3.3 +6.0 .9 +8.6 +7.7 ` s XUEL ® U 0 C1 IIpI'` [] � a u ° +4.1 + 3 + 8 + 2 + 1 + 3 1.9 + ,5 +1.6 0���3� +7.1 +5.5 +8,2 '5.3 +2,3 +2.0 +4,2 +6.4 +4,5 +8.0 +6.9 +7 �J �z ° ° 0. ° +2.7 +.6 +,8 +.0 +.2 +.9 +.1 +2.8 +2.0 +0.9 +1.8 C] +3. 4.6-=43 �1.7 "1,4 �L _ [ S u d U U o 0 0 U 0 �o + + + + + + r + + + 1.8 1. �_ 1.7 2 4 J. 9 1.6 2.2 1.6 1.7 3.1 C (^^n1 �J ®1.9 s a +3.0 + .5 ,2 +.4 + .6 .6 .4 +2.0 +1.8 1.2 +1.6 +1.5 +1.6 +1.4 +1,8 +1,6 +1.2 + +++++I+►+ 1-.3 1. 1.0 1.5 1.6 1_.3 1.6 1,2 1.3 1.2 2.0 , rcti� �I C] 2 a 7.1 .5 .8 ,8 .0 .9 .0 .3 .5 1.7 3. 4. 3, 3. 4, 2.6 1.6- 4.4 2,8 3,0 _ 4.6 2,9 1,7 3.4 4.0 2,6 3.1 4.6 + + 4.9 .1 + .5 + .0 + .1 + + .7 + + + + .1 .3 1.3 2. + + + + + + 6, 1 .5 4. 2.0 1.2 0 rJ S� eia mi .,z .0 n. nn ma aii ain eca i + + + + + + + + + + + "+ 10,9 4.5 2.0 1.3 2.4_ 6.4 8 11.3 4.6 o L [] � '-` > +3.7 +.8 +.6 �.3 +.7 +,8 +.1 +.7 +.3 +1.6 +2. +7. +5. +9. +5, +2.2 +1.5 0P . �� p U ° _ v.v -'p .w tl ° av a .ri u a ° U U u + + + + + +eV + + + -t + 7.0 6 2 9.4 5 9 2.3 1.6 2.6 7.0 6.6 10,5 5.6 +1.3 +3.1 +1.7 +2.1 +1.4 +1.3 +1.3 +1.9 +1.6 +1.2 +2.4 +1.8 +1.5 +1.7 +2.3 +1.9 +1.2 +2.5 +2.1 +1.5 +1.7 +2.4 +2.1 +1.3 +2.6 +2.3 +1.6 +1,9 +2.6 C� C � V + + + + + + + + I + + 4+ + +-+ :0 : 5 s89°59'S9"W - / JL'UU LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 B 2624.0 4927.1 25.0 25.0 90.0 0.0 2629.2 4927.1 0.0 2 B 2624.0 5020.4 25.0 25.0 90.0 0.0 2629.2 5020.4 0.0 3 B 2624.0 5106.6 25.0 25.0 90.0 0.0 2629.2 5106.6 0.0 4 B 3221.8 4998.0 25.0 25.0 0.0 0.0 3221.8 5003.2 0.0 5 C 2842.6 5037.2 15.0 15.0 0.0 0.0 2842.6 5037.2 0.0 6 C 2869.7 5043.5 15.0 15.0 0.0 0.0 2869.7 5043.5 0.0 7 C 2908.2 5077.8 15.0 15.0 0.0 0.0 2908.2 5077.8 0.0 8 C 2922.2 5057.5 15.0 15.0 90.0 0.0 2922.2 5057.5 0.0 9 C 2920.4 5002.1 15.0 15.0 90.0 0.0 2920.4 5002.1 0.0 10 C 2907.6 4981.8 15.0 15.0 180.0 0.0 2907.6 4981.8 0.0 11 C 2868.6 4981.5 15.0 15.0 180.0 0.0 2868.8 4981.5 0.0 12 C 2840.5 4988.1 15.0 15.0 180.0 0.0 2840.5 4988.1 0.0 13 A 2734A 4918.9 25.0 25.0 180.0 0.0 14 A 2875.0 4915.8 25.0 25.0 180.0 0.0 15 A 3016.5 4914.8 25.0 25.0 180.0 0.0 16 A 3156.0 4913.8 25.0 25.0 180.0 0.0 17 A 2733.4 5015.3 25.0 25.0 180.0 0.0 18 A 2734.4 5114.8 25.0 25.0 180.0 0.0 19 A 2865.7 5112.8 25.0 25.0 180.0 0.0 20 A 3007.3 5114.8 25.0 25.0 180.0 0.0 21 A 3148.8 5114.8 25.0 25.0 180.0 0.0 22 A 3012.4 5017.4 25.0 25.0 180.0 0.0 23 A 3149.9 5019.4 25.0 25.0 180.0 0.0 L PLAN NORTH XSITEPHOTOMUMC PLAN E1.2 SCALE: 1" NOTE: 1. THE LIGHT POLES WITH EITHER SINGLE OR TWIN LUMINAIRE ARE MOUNTED ON 22'-0" TALL POLES AND REST ON CONCRETE BASES THAT ARE 3'-0" ABOVE GRADE. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #3 + 3.2 fc 11.3 fc 0.3 fe 37.7:1 10.7:1 LITHONIA LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ® KSE2 400M R3 - PREMIUM CUT-OFF ONE 400-WATT ED-28 OA 11 ED28 SHOEBOX WITH METAL HALIDE. 95020563.IES 40000 0.75 930 SEGMENTED REFLECTOR KSE2 400M R3 - PREMIUM CUT-OFF ONE 400-WATT ED-28 OB 4 ED28 SHOEBOX WITH METAL HALIDE. 95020563.IES 40000 0.75 465 • SEGMENTED REFLECTOR POLYCARBONATE ONE 175-WATT CLEAR ® L 8 TWP 175M FS REFRACTOR WALL-PAK METAL HALIDE. 95010601.IES 12000 0.75 2,15 WITH FULL SHEILD Ld -r_ Ld CE U GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING 9 ® m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, arid cannot be reproduced in any manner without the express written permission from the Architect LIRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET miiii;i�l�i IN REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SAWEDRD, FLORIDA F 0 "s Cq Ral GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING a N m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRA WINGISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 3'1 05 95% REVIEW SET 10 HERTZ Oh 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AL THOMPSON PROJECT NANAGER DOUG RIDDLE THE HERTZ CORPORATION Facilities & Construction HERTZ Q TA rA CIL 3050 CARRIER AVENUE SANFORD, FLORIDA SWEET NUMBER El 0 4.1 F_ GC120. �3 .7 I----- - - --------------- ----I I I I I I I I I I I I I I I )R CIRCUIT TO TYPE 'L' LIGHT FIXTURES. -HE ELECTRICAL INSTALLATION TO THE RIGHT THIS INCLUDES THE FOLLOWING: 'ED LIGHT FIXTURES: TYPES B, C, P. THE DOOR IS RELOCATED. IT SWITCHES WHEN THE DOOR IS RELOCTED. IXTURE AND ADD 2 OTHER TYPE L. ENCY LIGHT WHEN THE DOOR IS RELOCATED. IIU -- OC— _ — o PA-13 PUMP A ----- - - _--- ----- -- ----- -_----------- _ --- NOTE 2 PARTS B,C,D,E. ��. ARCHITECTURE ENGINEERING PLANNING - 0 E 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE DECOR® DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL III I M111:11111i I PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA SHEIE'T NUMAR R L WIREMOLD SPECMATE WIREWAY TYPE 1, -TYPE LDB, 2.5"x2.5"xLENGTH OF COUNTER, OR EQUAL BY SQUARE D SQUARE DUCT, CI -ASS 5110, 2.5%2.5% LENGTH. COUNTERS 1 - 6 DATA OUTLET TEL. OUTLET i i i i REC FOR COMPUTERS i i ii ii li REC FOR OTHER LOADS FLOOR 2"C FOR DATA & TEL. SPARE 1.5"C TO TEL BKBD. 3/4"C FOR POWER PLUGMOLD WITH 15A, 120V OUTLETS DO NOT SHARE NEUTRAL OR GROUND ON 9" CENTERS. PLUGMOLD 2000 SERIES BETWEEN CIRCUITS. 6' LENGTH, #20013609. D n G)_ - - - - - n TELEPHONE - BACKBOARD 0 (D i 3 DETAIL AT SE w.. E2.2 SCALE: NOT TO SCALE FLO R PLAN ®E2.2j SCALE: 1 /80 = 1'_0" L COUNTERS 7 - 12 ❑❑ ❑ El El ❑ ❑❑ ❑ ❑❑ i i ii i i ii i•i it iYi 2"C FOR DATA & TEL. SPARE 1.5"C TO TEL BKBD. ER 3/4"C FOR POWER DO NOT SHARE NEUTRAL OR GROUND BETWEEN CIRCUITS. -OE NOTES: 1. MOUNT SWITCH AT 48"AFF FOR CONTROL OF FAN, CF-1. 2. MOUNT QUAD RECEPTACLE TO CEILING STRUCTURE NEAR CORD REELS FOR PLUGS FROM TROUBLE LIGHT AND RECEPTACLE ON CORD DROP. 3. JUNCTION BOXES REFER TO THE FOLLOWING CAR WASH PANELS. A. TITAN VPS CONTROL PANEL B. RECLAIM PUMP SYSTEM C. AIR PANEL FOR TOP WHEEL & GYRO EXTEND D. INSTA KLEEN CONTROL PANEL — E. AIR CANNON CONTROL PANEL rl — — F. REVERSE OSMOSIS SYSTEM v% G. HYDRAULIC POWER PACK 4. SWITCH AND 120V CIRCUIT ARE FOR POWER TO SOLENOID VALVES (SV) ON AIR SUPPLY AND WIPER/WASHER FLUID LINES. SV'S ARE AT FLUID TANK. 5. POWER TO OVERFILL FUEL ALARM. SAME CIRCUIT IS 120V POWER 'TO VEEDER ROOT CONTROL PANEL IN MANAGER'S OFFICE. 6. EMERGENCY POWER OFF PUSHBUTTONS TO SHUT DOWN CAR WASH SYSTEM. 7. ALL CONDUITS SHALL BE ROUTED OVERHEAD TO RECEPTACLES AND LOADS IN MAINTENANCE BAY. THIS IS TO STAY OUT OF NEC ARTICLE 511 CLASS 1 DIV. II AREA (FROM FLOOR TO 18"AFF). ROUTE CONDUIT OVERHEAD TO LOADS IN FLUID'S RM, VACU/COMP RM, AND WORK AREA (RM 119). 8. ELECTRIC UNIT HEATER IS CEILING SUPPORTED. MOUNT DISCONNECT SW ADJACENT TO HEATER. 9. TIE TO LIGHTING CIRCUIT. '10. EF-8 IS THRU THE WALL FAN (1 /30HP). PROVIDE LOCAL DISC. SW. ROUTE 2#12,#12G TO LIGHTING CKT FOR POWER AND THERMOSTAT (T—STAT) LOCATED o BESIDE LIGHT SWITCH FOR CONTROL OF FAN. T—STAT IS BY OTHERS. C '11. MOUNT JB TO CEILING STRUCTURE AND EXTEND 'SO' CORD WITH 4#12,#12G DOWN TO CONNECTION TO HYDRAULIC CAR LIFT. PROVIDE STRAIN RELIEF AT EACH END OF 'SO' CORD. PROVIDE 20A, 208V, 1PH CONNECTION TO HYDRAULIC PUMP AND 120V CONNECTION TO COMPUTER SY. FOR LIFT. 0 12. CU-1 IS ON ROOF. PROVIDE GFI TYPE REC. IN WEATHERPROOF BOX AND CIRCUIT AHEAD OF DISC. SW. USE 1 PHASE OF 208V CKT FOR POWER TO REC. 13. MOUNT REC. AT 60"AFF AND '10' ON CENTER. TYPICAL OF (6) REC. 14, MOUNT JB FLUSH IN WALL FOR 'HERTZ' EX"CERIOR WALL MOUNTED SIGN. SEE ARCH ELEV. 4/A3.0 FOR MOUNTING HEIGHT. ROUTE CIRCUIT THRU LIGHTING CONTACTOR SHOWN ON DETAIL 2/E1.3. 10 15. SEE DETAIL 3/E2.2 FOR DETAILS. 16. ALTERNATE 1 IS WORK TO RIGHT OF WALL AT COLUMN LINE 4. 1 RELOCATE CKT PA-34 FOR HERTZ SIGN; EXTEND CKT PA-32; EXTEND I CKT PA-24; ADD CKTS PA-36,38,40 AND ASSOCIATED RACEWAY; ADD I OUTLET FOR TELEPHONE AT FRONT WALL. PLAN NORTH0 C�) Ir .3NROOF PLAN ® POWER E2.2 SCALE: 1 /8" = 1'--0" 4 120V NEUTRAL 2 POLE LT. SWITCH IN CAR WASH AREA LIGHT FIXTURE E� L:��� HUBBELL SQUARE D RELAY, 120V COIL, #HBL1222 2 N.O., 20AMP RATED CONTACTS SQ D CLASS 8501 #XM02O-V02 EF-7 120V F NEUTRAL FOR 120V �- SPARE 4 —7 & FF—n coNTROL ® AIL NOTES: 1. LOCATE RELAY IN NEMA 3R ENCLOSURE AND MOUNT .ON WALL 1'0" ABOVE LIGHT SWITCH. 2. PROVIDE SAME COMPONENTS AND WIRING SCHEME FOR EF-9 AND CONTROL FROM LIGHT SWITCH IN MAINTENANCE BAY. 120V NEUTRAL 2 POLE LT. SWITCH FLUID'S ROOM LIGHT FIXTURE "I'll :T_ --ff SQUARE D RELAY, 120V COIL, HUBBELL #HBL1222 2 N.O., 20AMP RATED CONTACTS SQ D CLASS 8501 #XMO20-V02 C EF-10 2 POLE LT. SW. 1 20V F NEUTRAL VACU/COMP RM FOR 120V HUBBELL #HBL1222 LIGHT FIXTURE 5 �•2 Nei i® � NOTES: 1. LOCATE RELAY IN NEMA 1 ENCLOSURE AND MOUNT ON WALL OF VACU/COMP RM 1'0" ABOVE LT. SW. ARCHITECTURE ENGINEERING PLANNING 0 N N 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect ®RAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROJECT MANAGER DOUG RIDDLE THE HERTZ CORPORA TIOM Facilities & Construction HERTZ A FACILIff 3050 CARRIER AVENUE SANFORD, FLORIDA e 0 F_ _W; TO BRANCH - CIRCUIT PANEL MOUNT RECEPTACLE DIRECTLY TO TELEPHONE BOARD GROUND BAR, 1 /4"xl "x 10"- PROVIDE PLASTIC STAND OFF FROM PLYWOOD PROVIDE PLASTIC STAND OFF 1 #2 GROUND TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL MEMBER. TELEPHONE BACKBOARD 4'Wx8'Hx3/4" GRADE BC PLYWOOD. PAINT WITH TWO COATS OF FIRE RETARDANT WHITE PAINT. TERMINATE CONDUIT WITH INSULATED BUSHING 2-4" PVC CONDUITS WITH PULLSTRING TO TELEPHONE SERVICE CONNECTION POINT. TELEPHONE R SER DIAGRAM DEMAND DAD SUMMARY LIGHTING: 29.3 X 125% = 36.6 kW RECEPTACLES: 1ST 10KVA: 10.0 X 100% = 10.0 kW REMAINDER: 11.6 X 50% = 5.8 kW HVAC: 5.4 X 100% = 5.4 kW CAR WASH MOTORS 109.4 X 100% = 109.4 kW MISC ( FUEL EQUIP, CAR LIFT, VACUUM PUMP, AIR COMPRESSOR, WATER BOOSTER PUMP) 58.1 X 100% = 58.1 kW WATER HEATING: 15.0 X 100% = 15.0 kW ELECTRIC HEAT: 33.1 X 100% = 33.1 kW SUBTOTAL 273.4 kW SERVICE LOAD CALCULATION - LARGEST MOTOR: 20HP VACUUM PUMP 22.4 X 0.25% 60% DEMAND FOR NON SIMULTANEOUS CARWASH MOTORS 109.4 X 60% LIGHTING 29.3 X NET LOAD (REC+HVAC+MISC I WATER HEAT+ELEC F1 15.8+ 5.4+58.1 + 15+ 33.1 TOTAL DEMAN[ TOTAL DEMAN METEI NEMA 125% = 5.6 kW SCHEDULE OF BRANCH CIRCUIT PANEL. "PA" MAIN: 100 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 65,000 DESCRIPTION WIRE GND. COND. TRIP CKT, A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION OFFICE LIGHTING 2#12 #12 1 /2' 20 1 1.5 0.6 2 20 1/2" #12 2 12 MIS ROOM RECEPT CUSTOMER SERV AREA LIGHTING 2#12 #12 1/2" 20 3 1.0 0.4 4 20 1 2" #12 2#12 MIS ROOM RECEPT CUSTOMER SERV AREA LIGHTING 2 12 #12 1/2" 20 5 - 1.4 F 0.2 6 20 1 2 12 2 12 AHU-1 CUSTOMER SERV AREA LIGHTING 2 12 #12 1/2" 20 7 1.8 1 0.4 8 20 1/2" 12 2 12 ELECTRICAL ROOM RECEPT CAR WASH LIGHTING 2 12 #12 1/2:: 20 9 1.3 0.7 10 20 1/2" 12 2 12 VENDING MACHINE MAINTENANCE ROOMS LIGHTING 2 I2 #12 1/2 20 11 0.8 0.7 12 20 1/2" 12 2 12 VENDING MACHINE MAINTENANCE BAY LIGHTING 2#12 #12 1 2 20 13 1.6 0.8 14 20 1/2" #12 2 12 BREAKRM COUNTER RECEPT FUEL ISLAND LIGHTING 2#12 #12 1 2" 20 15 1.8 0.8 16 20 1/2' 12 2#12 BREAKRM COUNTER RECEPT FUEL ISLAND LIGHTING 2#12 #12 1/2" 20 17 0.9 0.6 18 20 1/2" #12 2#12 BREAKRM UNDERCOUNTER REFRIG ENTRY CANOPY LIGHTING 2#12 #12 1 2 20 19 0.4 0.6 20 20 1 /2" #12 2#12 MANAGER'S OFF RECEPT TIMECLOCK PHOTOCELL 2 12 #12 1 2" 20 21 OA 0.2 22 20 1/2" #12 2#12 VEEDER ROOT PANEL DRINKING FOUNTAIN EDF 2#12 #12 1/2 20 23 0.6 0.6 24 20 1 2 #12 2#12 CUSTOMER SERVICE AREA REC CIRCUIT FOR CAR WASH KILL SW. 2#12 #12 1/2" 20 25 0.1 0.6 26 20 1/2"N#122 12 CUSTOMER SERV COUNTER REC CIRCUIT FOR WIPER WASHER 2#12 #12 1 2 r-20 27 OA 0.6 28 20 1 22 12 CUSTOMER SERV COUNTER REC SPARE - - - 20 29 - 0.6 30 20 1 22 12 CUSTOMER SERV COUNTER REC SPARE - - - 20 31 - 0.8 32 20 1 22 12 CUSTOMER SERV 'HERTZ' SIGN SPARE - - - 20 33 - 1.2 34 20 1 2"2 12 'HERTZ' SIGN OUTSIDE SPARE - - - 20 35 - 0.6 36 20 1/2 #12 2 12 CUSTOMER SERV COUNTER REC SURGE PROTECTION -SEE NOTE 1 3#10 #10 3/4' Z37 41 - U.6 38 20 1 2 #12 2 12 COSTUMER SERV COUNTER REC39 - 0.6 40 20 1 2" 1 12 2 12 CUSTOMER SERV COUNTER REC - - 42 20 1/2" #12 2#12 SPARE NOTES: 9.8 8.8 7.0 KVA PER PHASE 1. PROVIDE INTERNALLY MOUNTED SURGE PROTECTION FOR 25.6 TOTAL KVA 208Y/120V WITH 120KA FAULT RATING, UL1449 LISTED, PROTECTS L-N,L-G,L-L,N-G. SQUARE D #FC21MA12 SCHEDULE OF DISTRIBUTION PANEL "MDP" MAIN: SPEC: 800 AMP MAIN LUGS ONLY SQUARE D TYPE "HCW" I -LINE OR APPROVED EQUIVALENT VOLTAGE: AIC SYMM: 208/12OV, 65,000 30, 4W CIRCUIT NO. DESCRIPTION CIRCUIT BREAKER FEEDER KVA NO-FES FRAME TRIP POLES 1 PANEL PA KH 100 3 4#2, #8 GND - 1.25"C. 25.6 2 PANEL PM LH 400 3 4#500, #3 GND - 3.5 C 137.1 3 VACUUM PUMP & AIR COMPRESSOR KH 125 3 3 2, #6 GND - 1.25 C 28.7 4 RTU-1 KH 1 100 1 3 3 3, #8 GND - 1.25 C 22.5 5 AIR CANNON CONTROL PANEL KH 175 3 3 2 0, #6 GND - 1.5"C 58.0 6 SPARE KH 100 3 - - NOTES: 1. 2. 3. . 271.9 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL "P M " MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT SECTION 1 MOUNTING: SURFACE AIC SYMM: 65,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION PYLON SIGN AT CARRIER AVE. 2#10 #10 3/4" 20 1 1.0 5.2 2 70 3 3 4 #8 3#6 TITAN PUMPING STATION SITE LIGHTING 2#10 #10 3/4" 20 2 3 0.9 5.2 4 5 0.9 5.2 6 SITE LIGHTING 2#10 #10 3/4" 20 2 7 1.2 1 3.0 8 40 3 3 4 #10 3#8 REVERSE OSMOSIS SYSTEM 9 1.2 3.0 10 EXTERIOR WALL -MOUNTED LTC 2#12 #12 3/4" 20 2 11 0.9 3.0 12 13 0.9 4.2 14 50 3 3 4 #10 3#8 HYDRAULIC POWER PACK & RECLAIM PUMP SYSTEM SITE LIGHTING 2#10 #10 3/4" 20 2 15 1.2 4.2 16 17 1.2 4.2 18 SITE LIGHTING 2#10 #10 3/4° ��2 19 0.9 4.7 20 40 3 3 4 1#10 3#8 AIR PANEL TOP WHEEL & GYRO EXTEND) 21 0.9 4.7 22 SITE LIGHTING 2#10 #10 3/4" ��2 23 0.9 4.7 24 25 0.9 4.'L 26 50 3 3/4"- #10 3#8 BOOSTER PUMP 2®5HP SITE LIGHTING 2#10 #10 3/4" 20 2 27 0.9 -4.2 28 0.9 4.2 30 HAND DRYERS - MEN'S & WOMEN TOILETS IN OFFICE AREA 2#10 #10 3/4 30 2 3� 1.9 1.5 322 20 3 3/4' #12 3#12 WATER HEATER TANK (WH) 33 1.9 1.5 34 HAND DRYERS - MEN S & WOMEN TOILETS MAINTEN. AREA 2#10 #10 3/4" 1 30 2 35 1.9 1.5 36 37 1.9 1 0.2 38 20 3 4 12 2 12 INSTA-KLEEN CONTROL CENTER PANEL FP 3#2 #8 1 1.25 100 2 39 5.61 3.6 40 1 00 2 2" #8 3#1 GUARD BOOTH PANEL 41 5.6 3.6 42 31.7 39.0 38.7 KVA PER PHASE 109.4 SECTION 1 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL "PM'. .' MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT SECTION 2 MOUNTING: SURFACE AIC SYMM: 65,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION CAR LIFT 2#10 #10 3 4 30 2 43 1.7 5.0 44 60 3 3 4" #10 3#6 ELEC UNIT HEATER EUH-1 45 1.7 5.0 46 COMPUTER AT CAR LIFT 2 12 #12 - 20 47 0.3 5.0 48 CORD REEL 2 12 #12 1/2" 20 *49 0.7 1.0 50 20 1/2" #12 2#12 EXHAUST FAN EF-7 1 2HP FAN CF-1 2#12 #12 1 2 20 51 0.5 1.4 52 20 1/2" #12 2 12 EF-9 1 4HP , EF-10 1 4HP MAINTENANCE BAY RECEPT. 2#12 #12 1 2' 20 53 1.0 - 54 20 - - - SPARE MAINTENANCE BAY RECEPT. 2#12 #12 1/2" 20 55 0.8 - 56 20 - - - SPARE WORK ROOM RECEPT. 2#12 #12 1/2" 20 57 0.6 - 58 20 - - - SPARE WORK ROOM RECEPT. 2 12 12 1 2 20 59 0.4 - 60 20 - - - SPARE VACUUM AIR COMP RM RECEPT. 2 12 #12 1/2" 20 61 0.2 - 62 20 - - - SPARE CONDENSING UNIT CU-1 2#12 #12 1/2" 20 2 63 1.2 - 64 20 - - - SPARE 65 1.2 - 66 20 - - - SPARE SPARE - - - 20 67 - - 68 20 - - - SPARE SPARE - - - 20 69 - - 70 - - - - SPACE SPACE - - - - 71 - - 72 - - - - SPACE SPACE - - - - 73 - - 74 - - - - SPACE SPACE - - - - 75 - - 76 - - - - SPACE SPACE - - - - 77 - - 78 - - - - SPACE SPACE - - - - 79 - - 80 - - - - SPACE SPACE - - - - 81 - - 82 - - - - SPACE SPACE - - - - 83 - - 84 - - - - SPACE NOTES: 9.4 10.4 7.9 KVA PER PHASE 1. ASTERISK DENOTES GFI TYPE CIRCUIT BREAKER. 27.7 SECTION 2 TOTAL KVA 2 137.1 SECTION 1 & 2 TOTAL KVA 3. . 65.6 kW = 36.6 kW SEE PANEL 'MDP' SCHEDULE FOR FEEDER SIZES. SEE PANEL 'PM' FOR FEEDER SIZE. G 3 .10)-0" _ KEY NOTES O1-2/0 GROUNDING ELECTRODE CONDUCTOR IN 3/4" PVC C. FROM PANEL OUT TO GRADE. n EXOTHERMIC CONNECTION. ELECTRICALLY CON- TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH) IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH, O10 FT. LONG x 3/4" DIAMETER COPPER CLAD DRIVEN GROUND ELECTRODE. �4 EXOTHERMIC CONNECTION. (TYPICAL) OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE COPPER BONDING JUMPER AROUND FIRST VALVE. O1-#2/0 GROUNDING CONDUCTOR IN 3/4" SCHEDULE 40 PVC CONDUIT TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL MEMBER. LEAVE 10 FT SLACK CONDUCTORS FOR TERMINATION BY UTILITY COMPANY. �g NEUTRAL BUS 10 GROUND BUS. r i R �,� �. ARCHITECTURE ENGINEERING PLANNING a ® m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 / 5 3 7 . 0831 I PYRI ' - NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRA LIVING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SE[ REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE" SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE L F ELECTRICAL SPEC IEICATION S PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL ELECTRICAL WORK INDICATED ON THESE DRAWINGS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THESE REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS 'TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1, NATIONAL ELECTRICAL CODE (NFPA-70), 2002 EDITION. 2. CODE FOR SAFETY -TO LIFE (NFPA-101) 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. FLORIDA BUILDING CODE, 2003 EDITION 9. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 10. CITY OF SANFORD BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2001) 11. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT COMPLETE. K. MEASUREMENTS FOR DISCONNECT SWITCHES, LIGHT SWITCHES,OUTLET BOXES, LIGHT FIXTURES AND OTHER WALL MOUNTED DEVICES ARE TO CENTERLINE OF BACKBOX. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. PHASE, NEUTRAL, AND GROUND BUSES SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON, PROVIDE MINIMUM OF 10KAIC RATING FOR BRANCH BREAKER. PROVIDE UL LISTED SERIES RATING OF BRANCH BREAKER AND MAIN BREAKER AS SHOWN ON THE PANELBOARD SCHEDULE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS AND DISCONNECT SWITCHES SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATE WITH 1/4" HIGH ENGRAVED LETTERING (WHITE LETTERS ON BLACK BACKGROUND). 7, ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT LOADS. HAND WRITE IN PENCIL 'SPARE' FOR BREAKERS WITH NO DESIGNATED LOAD.. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR, NEMA 3R FOR OUTDOOR LOCATIONS OR AS OTHERWISE NOTED. H. FUSES SHALL BE TYPE RK5 AND BE MANUFACTURED BY BUSSMANN, CEFCO, OR LITTLEFUSE. I. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. J. PANELBOARDS, MOTOR STARTERS, AND DISCONNECT SWITCHES SHALL BE MANUFACTURED BY SQUARE D, (NQOD, NEHB), SIEMENS (P1,P2,P3,P4), EATON CORP (PB, PH), OR GE. K. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLOR UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE BRUSHED ALUMINUM WITH BEVELED CORNERS.. L. MULTI -GANG SWITCHES, RECEPTACLES, ETC. SHALL BE LOCATED UNDER A COMMON FACE PLATE. M. WIRING DEVICES SHALL BE MANUFACTURED BY HUBBELL, ARROW HART, PASS & SEYMOUR, OR BRYANT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE: 1. 206/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: PHASE CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE; GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR. FEEDERS (#4 & LARGER) AND SERVICE CONDUCTORS SHALL BE CODED AT ALL JUNCTION AND PULL BOXES USING COLORED 3/4" WIDE PLASTIC TAPE MANUFACTURED FOR THIS PURPOSE. WIRING METHODS B. 1. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. USE ELECTRICAL METALLIC TUBING (EMT) INDOORS LINO, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE STEEL RAINTIGHT COMPRESSION. USE GRS CONDUIT WHERE EXPOSED TO RAIN AND IN FUELING AREA. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND, BELOW SLABS ON GRADE, AND TO CAR WASH EQUIPMENT. 3. EQUIPMENT LOCATED ON ROOFS, OUTDOORS, DAMP AREAS AND CAR WASH SHALL HAVE LIQUID 'TIGHT FLEXIBLE METAL CONDUIT USED FOR FINAL CONNECTION TO ANY VIBRATING EQUIPMENT. PROVIDE STEEL FLEX TO LIGHT FIXTURES AND VIBRATING EQUIPMENT LOCATED INDOORS. 4. BURY CONDUITS 24" BELOW GRADE AND ADD A YELLOW PLASTIC WARNING TAPE BURIED 12" BELOW GRADE THAT READS "CAUTION BURIED ELECTRICAL LINES." C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED, PROVIDE A GREEN GROUNDING CONDUCTOR IN EACH FEEDER AND BRANCH CIRCUIT. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH -THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT A MINIMUM OF (6) SETS OF SHOP DRAWINGS FOR LIGHT FIXTURES, PANEL - BOARDS, DISC SWITCHES, TIME CLOCK, AND ANY OTHER IDENTIFIED ITEMS FOR APPROVAL BY ENGINEER. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER, CATALOG OR MODEL NUMBER, TYPES OF MATERIAL, ELECTRICAL RATINGS, EQUIPMENT DIMENSIONS, AND FAULT CURRENT RATINGS. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. BALLASTS PROVIDED WITH LIGHT FIXTURES SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR WITH UL LABEL. BALLAST FOR T8 LAMPS SHALL BE PREMIUM CLASS P, ELECRQNIC TYPE WITH NOT GREATER THAN 20% HARMONICS. PL LAMPS SHALL BE 4 PIN FOR INSTANT START AND DIMMING. M. ALL ELECTRICAL POWER WIRING FOR -THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT, 0. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. P. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. Q. UPON COMPLETION OF WORK, TESTS SHALL BE MADE OF THE POWER DISTRIBUTION, LIGHTING, AND ALL OTHER SYSTEMS SHOWN ON THE DRAWINGS TO ASSURE 100% OPERATION AND THAT INSTALLATION IS IN COMPLIANCE WITH THESE SPECIFICATIONS AND DRAWINGS. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR, AND MATERIAL FOR ALL TESTS. R. TESTS SHALL INCLUDE THE FOLLOWING: 1. MEGGER ALL FEEDER CIRCUITS TO PANELS. 2. VERIFY THAT ALL LAMPS ARE BURNING IN ALL LIGHT FIXTURES. 3. VERIFY CORRECT ROTATION OF MOTORS. 4. VERIFY CORRECT PHASE ORIENTATION OF SERVICE ENTRANCE CONDUCTORS. 5, TEST SYSTEM GROUND AND PROVIDE REPORT LISTING METER USED AND OHMIC VALUE. S. AT THE TIME OF FINAL INSPECTION, CONTRACTOR SHALL PROVIDE THE FOLLOWING "AS -BUILT" DATA: 1. PANEL SCHEDULES SHOWING AS -BUILT CIRCUIT LOAD DESCRIPTIONS. 2. MARKED UP SET OF DRAWINGS SHOWING ALL AS -BUILT CHANGES. ELECTRICAL LEGEND ~- CONDUIT CONCEALED IN WALL OR CEILING \ CONDUIT CONCEALED BELOW CONCRETE SLAB OR BURIED BELOW GRADE CONDUIT HOMERUN TO PANEL. ARROW DENOTES NUMBER OF CIRCUITS. FLUORESCENT LIGHT FIXTURE WITH LENS FLUORESCENT LIGHT FIXTURE WITH PARABOLIC LOUVER O DOWNLIGHT WITH HID OR PL LAMP FLUORESCENT STRIP LIGHT FIXTURE EXIT SIGN CEILING OR WALL MOUNTED 1'0" CENTERED ABOVE DOOR. D-0 LIGHT POLE WITH SINGLE LUMINAIRE OR QUANTITY OF LUMINAIRES SHOWN. Q TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. UNO. DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. UNO. ((� 0 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18" A.F.F. DOT DENOTES �t 48"AFF ON WALL OR 6" ABOVE COUNTER AT SINK OR BREAKROOM COUNTERTOP. 20 AMP QUADRUPLEX RECEPTACLE, NEMA 5-20R, 18" A.F.F. UNO. HUBBELL #BHL53621 G qPWP 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. UNO. HUBBELL #GF5362A1. 'WP' DENOTES WEATHERPROOF COVER. JUNCTION OR PULL BOX, 4 x2.25"DEEP SQUARE STEEL, WALL OR CEILING MOUNTED. QP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. OT/D DOUBLE GANG JUNCTION BOX FOR TELEPHONE/DATA CONNECTION TO MODULAR FURNITURE SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. MOTOR. # = HP, F = FAN, P = PUMP, M = MOTOR OF UNKNOWN HP. S SINGLE POLE, 20 AMP, SWITCH, 120/277V. MOUNT 48" A.F.F. UNO. HUBBELL #HBL12211 S3 S2 3-WAY, OR TWO POLE 20 AMP, SWITCHES. 120/277V. MOUNT 48" A.F.F. UNO. HUBBELL #HBL12231 FOR 3 WAY AND #12221 FOR 2 POLE. S M MOTOR RATED SWITCH, 48"AFF. SQUARE D CLASS 2510, #KG1 FOR 2P; #KG2 FOR 3P, MS MOTION SWITCH FOR LIGHTING CONTROL, CEILING MOUNTED. NOVITAS #01-100 WITH SWITCHPACK AB PFP(NF) FUSED/NON FUSED DISCONNECT SWITCH A = POLES, B= FUSE SIZE, C= SWITCH RATING ETAB FUSIBLE MOTOR STARTER/DISC. SWITCH A = POLES, B= FUSE SIZE, C= SWITCH RATING J- GROUNDING ELECTRODE, 3/4"x10' COPPER CLAD STEEL GROUND ROD. TRANSFORMER E:id ELECTRICAL PANELBOARD o-®--- TELEPHONE PLYWOOD BACKBOARD 0 EMERGENCY PUSHBUTTON (EPB), 54" A.F.F. IN CARWASH BAY FOR CARWASH SHUTDOWN. EPB RED MUSHROOM HEAD (30mm), 1NO & INC CONTACTS, NEMA 4X PUSHBUTTON IN NEMA 4X FIBERGLASS BOX, LEGEND PLATE "EMERGENCY STOP" BLACK LETTERS ON RED BACKGROUND, SQUARE D #SKR4RO5H13 WITH LEGEND #KN205RP. AFF ABOVE FINISH FLOOR DS DISCONNECT SWITCH; DISC. SW. EC ELECTRICAL CONTRACTOR GRD GROUND GRS GALVANIZED RIGID STEEL CONDUIT HD HAND DRYER. SEE ARCH DWG. A7.0 FOR ELEVATION OF J BOX UNO UNLESS NOTED OTHERWISE WP WEATHERPROOF ELECTRICAL SHEETINDEX_ EO.1 ELECTRICAL LEGEND EIA SITE PLAN - PHASE 1 E1.2 SITE PHOTOMETRIC PLAN E1.3 SITE PLAN - PHASE 2 E2.1 FLOOR PLAN - LIGHTING E2.2 FLOOR AND ROOF PLAN - POWER E3.1 ELECTRICAL RISER DIAGRAM AND PANELBOARD SCHEDULES LIGHTING XTU R E SCH E D ULE LAMPS TYPE DESCRIPTION MOUNTING NOTES NO. TYPE WATT VOLTAGE A RECESSED 2'X4' 3-LAMP FLUORESCENT FIXTURE WITH PARABOLIC LOUVER AND 78 CELLS 3 F32T8 100 120 CEILING LITHONIA MPA 2 F 78 L S 3 32 120 03 3500'K RECESSED AE SAME AS 'TYPE 'A' EXCEPT WITH EMERGENCY BATTERY PACK 3 F32T8 100 120 CEILING LITHONIA MPA 2 F 78 L S 3 32 120 03 EM 3500'K RECESSED B RECESSED CONTINUOUS LAY -IN FIXTURE. 6" WIDE. PARABOLIC LOUVER. 2 F32T8 65 120 CEILING O LINEAR LIGHTING RC68 D 2 ET8 120 PBL (COLOR BY ARCHITECT) 3500'K RECESSED BE SAME AS TYPE 'B' EXCEPT WITH EMERGENCY BATTERY PACK 2 F32T8 65 120 CEILING O LINEAR LIGHTING RC68 D 2 ET8 120 PBL (COLOR BY ARCHITECT) EM 3500'K RECESSED C 8' PENDANT MOUNTED FIXTURE 1 F2815 33 120 PENDANT METALUMEN C5A D 4 P L 1 S 5 A 3500'K MOUNTED D1 4' INDUSTRIAL STRIP FIXTURE 1 F32T8 32 120 SURFACE LITHONIA EJ 1 32 120 GEB 3500'K MOUNTED D2 SAME AS TYPE 'D1' EXCEPT WITH 2 LAMPS 2 F32T8 65 120 SURFACE LITHONIA EJ 2 32 120 GEB 3500'K MOUNTED D3 SAME AS TYPE 'D2' EXCEPT WITH WIRE GUARD 2 F32T8 65 120 SURFACE O O LITHONIA EJ 2 32 120 GEB WGEJ 3500'K MOUNTED U3E SAME AS TYPE 'DS EXCEPT WITH EMERGENCY BATTERY PACK 2 F32T8 65 120 SURFACE LITHONIA EJ 2 32 120 GEB EM 3500'K MOUNTED E1 SINGLE FACE EXIT SIGN. PROVIDE BATTERY AND CHARGER. DIRECTIONAL ARROWS AS INDICATED. - _ - DUAL UNIVERSAL LITHONIA LQM S W 3 R 120/277 EL N E2 SAME AS 'El' EXCEPT DOUBLE-FACED. - - - DUAL UNIVERSAL 2 LITHONIA LQM S W 3 R 120/277 EL N E3 ARCHITECTURAL EXTERIOR EMERGENCY LIGHTING SYSTEM. UL LISTED FOR WET LOCATION AND COLD TEMPERATURE. SURFACE LITHONIA AFN DB EXT WITH ELA AFNR DB 2 3W XENON 6 DUAL MOUNTED S Fl 4' LOW PROFILE WRAPAROUND 2 F3231­8 65 120 SURFACE O LITHONIA LB 2 32 120 GEB 3500'K MOUNTED F2 SAME AS 'F1' EXCEPT WITH TWO BALLASTS FOR DUAL -SWITCHING 2 F32T8 65 120 SURFACE 02 LITHONIA LB 2 32 120 GEB 3500'K MOUNTED G WALL -MOUNTED 4' ALL-PURPOSE WALL BRACKET. 2 F32T8 65 120 SURFACE 0 LITHONIA WC 2 32 120 GEB 3500'K MOUNTED H 22" DIAMETER LOW BAY FIXTURE. PENDANT MOUNTED WITH 6" STEM. 8 42W .370 120 PENDANT O VOIGHT LIGHTING INDUSTRIES 1 88 42 UNIV PL HCSW3 6 AC CL CFL MOUNTED K 23" SQUARE LOW BAY FIXTURE. 1 40OW 460 120 SURFACE o 0 LSI LIGHTING SYSTEMS MA S 400 MH DA MT (COLOR BY ARCHITECT) NO MH MOUNTED L ARCHITECTURAL WALL PACK. UL LISTED FOR WET LOCATIONS. 1 175W 220 208 SURFACE EXCELINE GEOMATRIXX SERIES GX M W 175 MA L (COLOR BY ARCHITECT) 8 MH MOUNTED O Q M 8" DIAMETER RECESSED PL DOWNLIGHT WITH ELECTRONIC BALLAST. UL LISTED FOR DAMP LOCATIONS. 2 32W 70 120 CEILING GOTHAM AF 2/32TRT 8AR 120 WLP PL TRT RECESSED 2 N 8' ENCLOSED AND GASKETED WRAPAROUND. UL LISTED FOR WET LOCATIONS. 2 F59T8 110 120 SURFACE COLUMBIA LIGHTING LUN8 2 59 EB8 120 3500'K MOUNTED O P WALL -MOUNTED INDIRECT SOFFIT LIGHTING 1 F32T8 32 120 SURFACE LINEAR LIGHTING Q79 B/1ET8 (UP) 120 AR WMT BW NO 60' 3500'K MOUNTED 2 O R1 FESTOON LAMP SYSTEM W/ 3W XENON CLEAR LAMPS ON 3" CENTERS WITH CLEAR LINEAR LENS. 23' LENGTH. 92 3W XENON 276 12 SURFACE a a CV LIGHTING MC203312X-23 WITH MC2456 LINEAR LENS MOUNTED R2 SAME AS 'R1' EXCEPT 30' LENGTH. 120 3W XENON 360 12 SURFACE 2 5 O O CV LIGHTING MC203312X-30 WITH MC2456 LINEAR LENS MOUNTED NOTES: 01 REFER TO ARCHITECTURAL DRAWINGS AND/OR ELEVATIONS FOR MOUNTING HEIGHT. 0 VERIFY CEILING TYPE PRIOR TO ORDERING FIXTURES. 0 PROVIDE LIGHT FIXTURE WITH WIRE GUARD ACCESSORY. OVERIFY COLOR/FINISH WITH ARCHITECT PRIOR TO ORDERING FIXTURES. OPROVIDE: TERMINAL BLOCK AND ACCESSORIES FOR 12V OPERATION. PROVIDE (1) STEP-DOWN TRANSFORMER 120/12VAC, 750VA FOR 23' RUN AND 30' RUN OF LIGHTS. LENGTH AS SHOWN ON PLANS. i ARCHITECTURE ENGINEERING PLANNING " m- 11111 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28405 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 111r, BUILDING PERMIT SET REVS/ON RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERIZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA E a x E r E T n U N L4 GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING m m 0 65 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site norned herein, and cannot be reproduced in any manner without the express written permission from the Architect BRA WING ISSUE RECORD DATE DESCRIP [ION 03/14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO, DATE DESCRIPTION PROFESSIONAL SEAS. /' Ali PROFESSIONAL /N CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA ertz PROJECT NUMBER 20050184.5 SHEET TITLE SITE PLAN - PHASE 1 SHEET NUMBER F No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 B 2624.0 4927.1 25.0 25.0 90.0 0.0 2629.2 4927.1 0.0 2 B 2624.0 5020.4 25.0 25.0 90.0 0.0 2629.2 5020.4 0.0 3 B 2624.0 5106.6 25.0 25.0 90.0 0.0 2629.2 5106.6 0.0 4 B 3221.8 4998.0 25.0 25.0 0.0 0.0 3221.8 5003.2 0.0 5 C 2842.6 5037.2 15.0 15.0 0.0 0.0 2842.6 5037.2 0.0 6 C 2869.7 5043.5 15.0 15.0 0.0 0.0 2869.7 5043.5 0.0 7 C 2908.2 5077.8 15.0 15.0 0.0 0.0 2908.2 5077.8 0.0 8 C 2922.2 5057.5 15.0 15.0 90.0 0.0 2922.2 5057.5 0.0 9 C 2920.4 5002.1 15.0 15.0 90.0 0.0 2920.4 5002.1 0.0 10 C 2907.6 4981.8 15.0 15.0 180.0 0.0 2907.6 4981.8 0.0 11 C 2868.8 4981.5 15.0 15.0 180.0 0.0 2868.8 4981.5 0.0 12 C 2840.5 4988.1 15.0 15.0 180.0 0.0 2840.5 4988.1 0.0 13 A 2734.4 4918.9 25.0 25.0 180.0 0.0 14 A 2875.0 4915.8 25.0 25.0 180.0 0.0 15 A 3016.5 4914.8 25.0 25.0 180.0 0.0 16 A 3156.0 4913.8 25.0 25.0 180.0 0.0 17 A 2733.4 6015.3 25.0 25.0 180.0 0.0 18 A 2734.4 5114.8 25.0 25.0 180.0 0.0 19 A 2865.7 5112.8 25.0 25.0 180.0 0.0 20 A 3007.3 5114.8 25.0 25.0 180.0 0.0 21 A 3148.8 5114.8 25.0 25.0 180.0 0.0 22 A 3012.4 5017.4 25.0 25.0 180.0 0.0 23 A 3149.9 5019.4 25.0 25.0 180.0 0.0 1 SITE TOMURIC P E1.2 J SCALE: 1" = 30'-0" NOTE: 1. THE LIGHT POLES WITH EITHER SINGLE OR TWIN LUMINAIRE ARE MOUNTED ON 22'-0" TALL POLES AND REST ON CONCRETE BASES THAT ARE S-0" ABOVE GRADE. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone 1/3 + 3.2 fc 11.3 fe 0.3 fc 37.7:1 10.7:1 LITHONIA LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ® KSE2 400M R3 - PREMIUM CUT-OFF ONE 400-WATT ED-28 OA 11 ED28 SHOEBOX WITH METAL HALIDE. 95020563.IES 40000 0.75 930 SEGMENTED REFLECTOR ® OB 4 KSE2 400M R3 - ED28 PREMIUM CUT-OFF SHOEBOX WITH ONE 400-WATT ED-28 METAL HALIDE. 95020563.IES 40000 0.75 465 ® SEGMENTED REFLECTOR POLYCARBONATE ONE175-WATT CLEAR ® L 8 TWP 175M FS REFRACTOR WALL-PAK METAL HALIDE. 95010601.IES 12000 0.75 215 WITH FULL SHEILD ARCHITECTURE ENGINEERING PLANNING 0 ■ ■ 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE Th1s drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site norned herein, and cannot be reproduced in uny manner without the express written permission from the Architect DRAW/NC ISSUE RECORD DATE DESCRIPTION 03 14/05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HER7Z COHPOR,ATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET NUMBER F GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING s M a 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect BRA WING ISSUE RECORR DATE DESCRIPTION 03/14/05 50% REVIEW SET 03 28 05 75% REVIEW SEF 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL. SEAS PROFESSIONAL IN CHARGE AL THOMPSON PROJECT MAMA GEN DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction R r a 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET TITLE SHEET NUMBER 10 W, I I I LAN E2.1 SCALE: 1 8" = 1'—®'e C5� m FLOOR P LIGHTING R CIRCUIT TO TYPE 'L' LIGHT FIXTURES. —IE ELECTRICAL INSTALLATION TO THE RIGHT THIS INCLUDES THE FOLLOWING: 7—D LIGHT FIXTURES: TYPES B, C, P. THE DOOR IS RELOCATED. T SWITCHES WHEN THE DOOR IS RELOCTED. XTURE AND ADD 2 OTHER TYPE L. =NCY LIGHT WHEN THE DOOR IS RELOCATED. NOTE 2 PARTS B,C,D,E. Ail I- L 1 A. • ARCHITECTURE ENGINEERING PLANNING A a m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site norned herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET (0 HERiZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL 4 / r PROFESSIONAL IN CHAR+Ea-' AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET NUMBER LJ I WIREMOLD SPECMATE WIREWAY TYPE 1, TYPE LDB, 2.5"x2.5"xLENGTH OF COUNTER, OR EQUAL BY SQUARE D SQUARE DUCT, CLASS 5110, 2.5%2.5% LENGTH. DATA OUTLET TEL. OUTLET ❑❑ ❑ El El i 1 i 1 REC FOR COMPUTERS 11 I i1 i1 it I'I REC FOR OTHER LOADS FLOOR 2"C FOR DATA & TEL. SPARE 1.5"C TO TEL BKBD. 3/4"C FOR POWER PLUGMOLD WITH 15A, 120V OUTLETS DO NOT SHARE NEUTRAL OR GROUND ON 9" CENTERS. PLUGMOLD 2000 SERIES BETWEEN CIRCUITS. 6' LENGTH, #20GB609. OC— COUNTERS 1 — 6 ❑ ❑❑ I ❑ __roll— I I I'1 I'I 3 WMAIL Al Zk E2'2 SCALE: NOT TO SCALE I•I 1 1 1 1 1 1 I•I I I 1'I i t I I I'I 90A 100 3P 25A 3P — NOTE 5 30 o J 61 PA 22 SV SV rn VAC M 59,61 NOTE 4 F1 PMP AC G 3 U •G 3#10,#10G-3/4 MDP-G "C \� P -27 NOTE 7 PM-57,59,61 PM-44,46,48 G NOTE 11O NOTEUH-1 M 60AE3P NOTE 1 PM-53 PM-43,45; 47NOTE 2/ ;-'-,--, o � ® CF-1 G G G 60 3P PM-49 PM- M o xx J* A JB CJ DJ JE a PM 7 5 5EF-8 /(DIX P P ::NOTE 9 OTE 9 < PM-2,4,6 PM-38 PM-26,28,30 HD EF-4 +'- EF-6 _ PM-20,22,24 MD -5 NOTE 10 0 - d F PM-35,37 PM-35,37 F ' H NOTE 3 NOTE 6 EPB F • �? cL ' i G• '- J G J EPB o NOTE 6 p PM-8,10,12 PM-14,16,18 PA-27 I � PA-25 I TELEPHONE - BACKBOARD COUNTERS 7 — 12 2"C FOR DATA &TEL. SPARE 1.5"C TO TEL BKBD. 3/4"C FOR POWER DO NOT SHARE NEUTRAL OR GROUND BETWEEN CIRCUITS. I'I i1 I'1 I'1 —OE NOTES: 1. MOUNT SWITCH AT 48"AFF FOR CONTROL OF FAN, CF-1. 2. MOUNT QUAD RECEPTACLE TO CEILING STRUCTURE NEAR CORD REELS FOR PLUGS FROM TROUBLE LIGHT AND RECEPTACLE ON CORD DROP. 3. JUNCTION BOXES REFER TO THE FOLLOWING CAR WASH PANELS. A. TITAN VPS CONTROL PANEL B. RECLAIM PUMP SYSTEM C. AIR PANEL FOR TOP WHEEL & GYRO EXTEND D. INSTA KLEEN CONTROL PANEL E. AIR CANNON CONTROL PANEL _ _ _ D F. REVERSE OSMOSIS SYSTEM G. HYDRAULIC POWER PACK 4. SWITCH AND 120V CIRCUIT ARE FOR POWER TO SOLENOID VALVES (SV) ON AIR SUPPLY AND WIPER/WASHER FLUID LINES. SV'S ARE AT FLUID TANK. 5, POWER TO OVERFILL FUEL ALARM. SAME CIRCUIT IS 120V POWER TO VEEDER ROOT CONTROL PANEL IN MANAGER'S OFFICE. 6. EMERGENCY POWER OFF PUSHBUTTONS TO SHUT DOWN CAR WASH SYSTEM. 7. ALL CONDUITS SHALL BE ROUTED OVERHEAD TO RECEPTACLES AND LOADS IN MAINTENANCE BAY, THIS IS TO STAY OUT OF NEC ARTICLE 511 CLASS 1 DIV. II AREA (FROM FLOOR TO 18"AFF). ROUTE CONDUIT OVERHEAD TO LOADS IN FLUID'S RM, VACU/COMP RM, AND WORK AREA (RM 119). 8. ELECTRIC UNIT HEATER IS CEILING SUPPORTED. MOUNT DISCONNECT SW ADJACENT TO HEATER. 9. TIE TO LIGHTING CIRCUIT. 10. EF-8 IS THRU THE WALL FAN (1/30HP). PROVIDE LOCAL DISC. SW. ROUTE 2#12,#120 TO LIGHTING CKT FOR POWER AND THERMOSTAT (T-STAT) LOCATED BESIDE LIGHT SWITCH FOR CONTROL OF FAN. T-STAT IS BY OTHERS. 11. MOUNT JB TO CEILING STRUCTURE AND EXTEND 'SO' CORD WITH 4#12,#12C -� DOWN TO CONNECTION TO HYDRAULIC CAR LIFT. PROVIDE STRAIN RELIEF AT EACH END OF 'SO' CORD. PROVIDE 20A, 208V, 1PH CONNECTION TO HYDRAULIC PUMP AND 120V CONNECTION TO COMPUTER SY. FOR LIFT. '12, CU-1 IS ON ROOF. PROVIDE CFI TYPE REC. IN WEATHERPROOF BOX AND CIRCUIT AHEAD OF DISC. SW. USE 1 PHASE OF 208V CKT FOR POWER TO REC. 13. MOUNT REC. AT 60"AFF AND 10' ON CENTER. TYPICAL OF (6) REC. 14. MOUNT JB FLUSH IN WALL FOR 'HERTZ' EXTERIOR WALL MOUNTED SIGN. SEE ARCH ELEV. 4/A3.0 FOR MOUNTING HEIGHT. ROUTE CIRCUIT THRU LIGHTING CONTACTOR SHOWN ON DETAIL 2/E1.3. 15. SEE DETAIL 3/E2.2 FOR DETAILS. 16. ALTERNATE 1 IS WORK TO RIGHT OF WALL AT COLUMN LINE 4. RELOCATE CKT PA-34 FOR HERTZ SIGN; EXTEND CKT PA-32; EXTEND CKT PA-24; ADD CKTS PA-36,38,40 AND ASSOCIATED RACEWAY; ADD OUTLET FOR TELEPHONE AT FRONT WALL. FUEL SYSTEM POWER AND I CONTROL PANELS MOUNTED ON THIS WALL. U O U O U cii -X-SC c - cc cc�cccc cc PM-32,34,36 . 1 MDP PA-8 NOTE 9 PM1 PM2 PA - _ --PA-32 NOTE 13 "mom PM-31,33 <11 PA-2 F ( -x (_-r rT (_� ( ( 33 _ �T < < \ < \ < \ \ t \ \ \ \ \ PA 6 PM 31 < PA-4__ ___-_---_-�K, k M EF-1 E F-2 _. - -- — -- ------------------------ -- - NOTE 9 HEP PA-36,38,40 y NOTE 9 PA_26,28,3 G G 0 NOTE 15 � 12 ,ql PA-23�L WEDF PA-14,16,18 I NOTE 16 PA-34��, G r PA-20 VEEDER ROOT PANEL I NOTE 14 i NOTES I° G PA-22 PA-24 EF-5 16,18 , 11G M REFRIG BELOW COUNTER MICROWAVE ON COUNTER GENERAL USE REC ABOVE COUNTER 54"AFF 0 J O O r3-'**VROOF PLAN POWER E2.2 SCALE: 1 /8" ® 1,-0" 4 120V NEUTRAL 2 POLE LT. SWITCH IN CAR WASH AREA LIGHT FIXTURE HUBBELL SQUARE D RELAY, 120V COIL, #HBL1222 2 N.O., 20AMP RATED CONTACTS SQ D CLASS 8501 #XM020-V02 n EF-7 120V - F NEUTRAL FOR 120V SPARE E2.2 SCALE.- NOT TO SCALE NOTES: 1. LOCATE RELAY IN NEMA 3R ENCLOSURE AND MOUNT ON WALL 1'0" ABOVE LIGHT SWITCH. 2. PROVIDE SAME COMPONENTS AND WIRING SCHEME FOR EF-9 AND CONTROL FROM LIGHT SWITCH IN MAINTENANCE BAY. C5 120V 2 POLE LT. SWITCH FLUID'S ROOM HUBBELL #HBL1222 NEUTRAL LIGHT FIXTURE SQUARE D RELAY, 120V COIL, 2 N.O., 20AMP RATED CONTACTS SQ D�CLASS 8501 #XM020-VO2 EF-10 2 POLE LT. SW. 120V---] F NEUTRAL VACU/COMP RM FOR 120V HUBBELL #HBL1222 LIGHT FIXTURE 5 �. E2.2 SCALE: NOT TO SCALE NOTES: 1. LOCATE RELAY IN NEMA 1 ENCLOSURE AND MOUNT ON WALL OF VACU/COMP RM 1'0" ABOVE LT. SW. ARCHITECTURE ENGINEERING PLANNING IN m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site nursed herein, and cannot be reproduced in any manner without the express written permission from the Architect DRA WING ISSUE RECURI) DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET RSV/SI®�V R�tc®RU NO. DATE DESCRIPTION PROJECT MANAGER DOUG RIDDLE QUAL177 CONTROL AL THOMPSON PROJECT 11lAMiE THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA M L- E TO BRANCH - CIRCUIT PANEL MOUNT RECEPTACLE DIRECTLY TO TELEPHONE BOARD GROUND BAR, 1 /4"x1 "x 10"- PROVIDE PLASTIC STAND OFF FROM PLYWOOD PROVIDE PLASTIC STAND OFF 1 #2 GROUND TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL MEMBER. TELEPHONE BACKBOARD 4'Wx8'Hx3/4" GRADE BC PLYWOOD. PAINT WITH TWO COATS OF FIRE RETARDANT WHITE PAINT. TERMINATE CONDUIT WITH INSULATED BUSHING 2-4" PVC CONDUITS WITH PULLSTRING TO TELEPHONE SERVICE CONNECTION POINT. TELEPHONE RISER DIAGRAM DEMAND LOAD SUMMARY LIGHTING: 29.3 X 125% - 36.6 kW RECEPTACLES: 1ST 10KVA: 10.0 X 100% = 10.0 kW REMAINDER: 11.6 X 50% = 5.8 kW HVAC: 5.4 X 100% = 5.4 kW CAR WASH MOTORS 109.4 X 100% - 109.4 kW MISC ( FUEL EQUIP, CAR LIFT, VACUUM PUMP, AIR COMPRESSOR, WATER BOOSTER PUMP) 58.1 X 100% = 58.1 kW WATER HEATING: 15.0 X 100% = 15.0 kW ELECTRIC HEAT: 33.1 X 100% = 33.1 kW SUBTOTAL 273.4 kW E RV C E LOAD CALCULATION - LARGEST MOTOR: 20HP VACUUM PUMP 22.4 X 0.25% 60% DEMAND FOR NON SIMULTANEOUS CARWASH MOTORS 109.4 X 60% LIGHTING 29.3 X 125% NET LOAD (REC+HVAC+MISC+WATER HEAT+ELEC HE 15.8 + 5.4 +58.1 +15+ 33.1 TOTAL DEMANE TOTAL DEMANI METEI NEMA 5.6 kW OF BRANCH C RC U T PANEL. "PA" -SCHEDULE MAIN: 100 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 65,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION OFFICE LIGHTING 2#12 #12 1 2 20 1 1.5 1 0.6 2 20 1 /2" #12 2#12 MIS ROOM RECEPT CUSTOMER SERV AREA LIGHTING 2 12 12 1/2' 20 3 1.0 0.4 4 20 1 2 12 2#12 MIS ROOM RECEPT CUSTOMER SERV AREA LIGHTING 2 12 #12 1 2 20 5 1.4 1 0.2 6 20 1 2 12 2 12 AHU-1 CUSTOMER SERV AREA LIGHTING 2 12 12 1 2 20 7 1.8 0.4 8 20 1/2" 12 2#12 ELECTRICAL ROOM RECEPT CAR WASH LIGHTING 2 12 12 1 2 20 9 1.3 0.7 10 20 1 2" 12 2 12 VENDING MACHINE MAINTENANCE ROOMS LIGHTING 2 12 12 1 2" 20 11 0.8 0.7 12 20 1 2 12 2 12 VENDING MACHINE MAINTENANCE BAY LIGHTING 2#12 12 1/2" 20 13 1.6 0.8 14 20 1 2 12 2#12 BREAKRM COUNTER RECEPT FUEL ISLAND LIGHTING 2#12 #12 1 2 20 15 1.8 0.8 16 20 1 /2" #12 2#12 BREAKRM COUNTER RECEPT FUEL ISLAND LIGHTING 2 12 #12 1/2' 20 17 0.9 0.6 18 20 1 2 #12 2 12 BREAKRM UNDERCOUNTER REFRIG ENTRY CANOPY LIGHTING 2#12 #12 1 2' 20 19 20 20 1 /2 #12 2#12 MANAGER'S OFF RECEPT TIMECLOCK PHOTOCELL 2 12 #12 1 2 20 210.1 0.2 22 20 1 2" #12 2#12 VEEDER ROOT PANEL DRINKING FOUNTAIN EDF 2#12 #12 1/2" 20 23 ZODTF-0,6 0.6 0.6 24 20 1 2 #12 2#12 CUSTOMER SERVICE AREA REC CIRCUIT FOR CAR WASH KILL SW. 2 12 #12 1 2 20 25 26 20 1/2" #12 2#12 CUSTOMER SERV COUNTER REC CIRCUIT FOR WIPER WASHER 2#12 #12 1 2 20 270.1 0.6 28 20 1 2 12 2#12 CUSTOMER SERV COUNTER REC SPARE - - - 20 29 - 0.6 30 20 1 2" 12 2 12 CUSTOMER SERV COUNTER REC - - - 20 31 - 0.8 32 20 1 2 12 2#12 CUSTOMER SERV HERTZ' SIGN - - - 20 33 - 1.2 34 20 1 2" 12 2 12 HERTZ' SIGN OUTSIDE - - - 20 35 - 0.6 36 20 1 2 #12 2#12 CUSTOMER SERV COUNTER REC LAR OTECTION-SEE NOTE 1 3#10 #10 3/4" 30 3 37 39 41 - 0.6 38 20 1 2 122#12 CUSTOMER SERV COONfER REC - 0.6 40 20 1/2" #12 2#12 CUSTOMER SERV COUNTER REC - - 42 20 1 2' #12 2#12 SPARE 9.8 8.8 7.0 KVA PER PHASE E INTERNALLY MOUNTED SURGE PROTECTION FOR 25.6 TOTAL KVA 20V WITH 120KA FAULT RATING, UL1449 LISTED, TS L-N,L-G,L-L,N-G. SQUARE D #FC21MA12 SCHEDULE OF DISTRIBUTION PANEL "M D P" MAIN: SPEC: 800 AMP MAIN LUGS ONLY SQUARE D TYPE "HCW" I -LINE OR APPROVED EQUIVALENT VOLTAGE: AIC SYMM: 208/12OV, 65,000 30, 4W CIRCUIT NO. DESCRIPTION CIRCUIT BREAKER FEEDER KVA NOTES FRAME TRIP POLES 1 PANEL PA KH 100 3 4#2, #8 GND - 1.25"C. 25.6 2 PANEL PM LH 400 3 4#500, ff3 GND - 3.5 C 137.1 3 VACUUM PUMP & AIR COMPRESSOR KH 125 3 3#2, #6 GND - 1.25 C 28.7 4 RTU-1 KH 100 3 3 3, #8 GND - 1.25 C 22.5 5 AIR CANNON CONTROL PANEL KH 175 3 1 3#2 0, #6 GND - 1.5'C 58.0 6 SPARE KH 100 3 - - NOTES: 1. 2. . 3. . 271.9 TOTAL KVA SCHEDULE OF BRANCH C I R CUIT PANEL "P M" MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT SECTION 1 MOUNTING: SURFACE AIC SYMM: 65,000 DESCRIPTION WIRE GND, COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION PYLON SIGN AT CARRIER AVE. 2#10 #10 3/4" 20 1 1.0 5.2 2 70 3 3/4" #8 3#6 TITAN PUMPING STATION SITE LIGHTING 2#10 #10 3/4" 20 2 3 0.9 5.2 4 5 0.9 5.2 6 SITE LIGHTING 2#10 #10 3/4" 20 2 7 1.2 3.0 8 40 3 34 #10 3#8 REVERSE OSMOSIS SYSTEM 9 1.2 3.0 10 EXTERIOR WALL -MOUNTED LTG 2#12 #12 3/4" 20 2 11 0.9 3.0 12 13 10.9 1 4.2 14 50 3 3/4 #10 3#8 HYDRAULIC POWER PACK & RECLAIM PUMP SYSTEM SITE LIGHTING 2#10 #10 3/4" 20 2 15 1.2 1 4.2 16 17 1.2 4.2 18 SITE LIGHTING 2#10 #10 3/4" 20 2 19 0.9 4.7 20 40 3 3 4 1#10 3#8 AIR PANEL (TOP WHEEL & GYRO EXTEND) 21 0.9 4.7 22 SITE LIGHTING 2#10 #10 3/4" 20 2 23 0.9 4.7 24 25 0.9 4.2 26 50 3 7 3/4 #10 3#8 BOOSTER PUMP 2(95HP) SITE LIGHTING 2#10 #10 3/4" 20 2 27 0.9 4.2 28 29 0.9 4.2 30 HAND DRYERS - MEN'S & WOMEN TOILETS IN OFFICE AREA 2#10 #10 3 4 30 2 31 1.9 1.5 M 3/4 #12 3#12 WATER HEATER TANK (WH) 33 1.9 1.5 HAND DRYERS - MEN'S & WOMEN TOILETS MAINTEN. AREA 2#10 #10 3/4" ��2 35 1.9 1.5 37 1.9 1 0.2 38 20 3/4" 12 2#12 INSTA-KLEEN CONTROL CENTER PANEL FP 3#2 #8 1.25' 100 2 39 5.6 3.6 40 100 2 2 #8 3#1 GUARD BOOTH PANEL 41 5.6 3.6 42 31.7 3 %00 38.7 KVA PER PHASE 109.4 SECTION 1 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL "PM" MAIN: 400 AMP MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT SECTION 2 MOUNTING: SURFACE AIC SYMM: 65,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP _ COND. GND. WIRE DESCRIPTION CAR LIFT 2#10 #10 3 4' 30 2 43 1.7 5.0 44 60 3 374 #10 3#6 ELEC UNIT HEATER EUH-1 45 1.7 5.0 46 COMPUTER AT CAR LIFT 2#12 12 - 20 47 0.3 5.0 48 CORD REEL 2#12 #12 1 2 20 *49 0.7 1.0 50 20 1 /2" #12 2#12 EXHAUST FAN EF-7 1 2HP FAN CF-1 2#12 #12 1 2 20 51 0.5 1.4 52 20 1 /2" #12 2#12 EF-9 1 4HP), EF-10 1 4HP MAINTENANCE BAY RECEPT. 2#12 #12 1/2" 20 53 1.0 - 54 20 - - - SPARE MAINTENANCE BAY RECEPT. 2#12 #12 1 2 20 55 0.8 - 56 20 - - - SPARE WORK ROOM RECEPT. 2#12 #12 1 2 20 57 0.6 - 58 20 - - - SPARE WORK ROOM RECEPT. 2#12 #12 1 2"- 20 59 0.4 - 60 20 - -- - SPARE VACUUM AIR COMP RM RECEPT. 2 12 #12 1 2 20 61 10.2 1 62 20 - - - SPARE CONDENSING UNIT CU-1 2#12 #12 1 2"- 20 2 1.2 - 64 20 - - - SPARE 1.2 - 66 20 - - - SPARE _ SPARE - - - 20 - - 68 20 - - - SPARE SPARE - - - 20 r69 - - 70 - - - - SPACE SPACE - - - - 72 - - - - SPACE SPACE - - - - - - 74 - - - - SPACE SPACE - - - - 75 - - 76 - - - - SPACE SPACE - - - - 77 - - 78 - - - - SPACE SPACE - - - - 79 - - 80 - - - - SPACE SPACE - - - - 81 - - 82 - - - - SPACE SPACE - - - - 83 - - 841 SPACE NOTES: 9.4 10.4 7.9 KVA PER PHASE 1. ASTERISK DENOTES GFI TYPE CIRCUIT BREAKER. 27.7 SECTION 2 TOTAL KVA 2 137.1 SECTION 1 & 2 TOTAL KVA 3. 65.6 kW = 36.6 kW SEE PANEL 'MDP' SCHEDULE FOR FEEDER SIZES. SEE PANEL 'PM' FOR FEEDER SIZE. G 3 10'-0" KEY NOTES S1-2/0 GROUNDING ELECTRODE CONDUCTOR IN 3/4" PVC C. FROM PANEL OUT TO GRADE. OEXOTHERMIC CONNECTION. ELECTRICALLY CON- TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH) IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH. n 10 FT. LONG x 3/4" DIAMETER COPPER CLAD DRIVEN GROUND ELECTRODE. OEXOTHERMIC CONNECTION. (TYPICAL) OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. 0 PROVIDE COPPER BONDING JUMPER AROUND FIRST VALVE. 01-#2/0 GROUNDING CONDUCTOR IN 3/4" SCHEDULE 40 PVC CONDUIT TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL MEMBER. n LEAVE 10 FT SLACK CONDUCTORS FOR TERMINATION BY UTILITY COMPANY. ONEUTRAL BUS 10 GROUND BUS. 7 ARCHITECTURE ENGINEERING PLANNING E ® N 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL /N CHARGE AL THOMPSON PROJECT MANAGER DOUG RIDDLE QUALITY CONTROL AL THOMPSON PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA PROJECT NUMBER 20050184.5 SHEET TITLE L E'i. 1 L- I L_ CIRCULATING FAN SCHEDULE MARK MANUFACTURER/14500 M ELECTRICAL CONTROL MOUNTING NOTES MODEL HEIGHT CF-1 LEADING EDGE LCHHD240 120/1/60 SEE ELECT. 8' 1,2,3,4 NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR CONTROL, 2. FAN MOUNTING HEIGHTS ARE TO BOTTOM OF FAN. 3. PROVE MODEL L WBO FOR WALL MOUNT. 4. REFER TO ARCH. DRAWINGS FOR EXACT LOCATION, ELECTRIC UH SCHEDULE MARK CFM HEATING MOUNTING SUSPENDING MANUFACTURER CAPACITY TYPE HEIGHT AND MODEL VOLTS/PH. EUH-1 1800 15 KW HORIZONTAL 12'-0" REZNOR EGH-15 208/3 1. HEATING ONLY T-STAT W/INSULATED BASE. MOUNT ON HEATER. 2. SEE DWG. M2.0 FOR LOCATION. 3. SUSPENSION HEIGHT IS 'TO BOTTOM OF HEATER. 4. USE FACTORY WALL MOUNTING BRACKET FOR SUSPENDING HEATER. F MECHANICAL LEGEND NSUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE SIDE WALL GRILLE OR LOUVER r_�_ LINEAL DIFFUSER cFM SUPPLY AIR CEILING DIFFUSER TAG ci M RETURN AIR CEILING GRILLE TAG ROOFTOP UNIT :F IN LINE OR CEILING EXIT. FAN DUCTWORK DUCTWORK FLEX DUCT SOUND BOOT DUCT F.D. FIRE DAMPER VOLUME CONTROL DAMPER REDUCER THERMOSTAT DUCT SMOKE DETECTOR ROOF EXH. FAN NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLANS. AIR BALANCE SC HEDULE AREA SERVED EQUIPMENT SUPPLY AIR RETURN AIR OUTSIDE AIR MAKE-UP AIR EXHAUST AIR TAG (CFM) (CFM) (CFM) (CFM) CFM TENANT SPACE RTU-1 4000 3075 650 - 275 TENANT SPACE RTU-1(ALT) 2800 2625 300 - 275 NOTES: 1. BUILDING IS BALANCE WHEN ALL EXHAUST FANS OPERATING AT SAME TIME. FANS WORK INTERMITTENT. SELFCTION DATA TAG SERVICE AREA MANUF.(*) MODEL CONFIG. FAN FAN DATA CFM ESP ("WG) SONES SC H E D U LE MOTOR DATA HP RPM DRIVE VOLTAGE GENERAL DATA WEIGHT DIMENSIONS ROOF OPENING(LBS) L"xW"xH" L%W" CONTROL ACCESSORIES EF-1 MEN TOILET GREENHECK SP-A1"10 CEILING 75 0.3 1.7 49 (WATT) 950 DIRECT 115/1/60 15.0 14x12x12 - LIGHT INTERLOCK 1-4 EF-2 WOMEN TOILET GREENHECK SP-A110 CEILING 75 0.3 1.7 49 (WATT) 950 DIRECT 115/l/60 15.0 14xl2x12 - LIGHT INTERLOCK 1-4 EF-3 JAN. CLOSET GREENHECK SP-B70 CEILING 50 0.3 2.7 45 (WATT) 675 DIRECT 115/1/60 9.0 14x12x8 - LIGHT INTERLOCK 1-4 EF-4 MAINT. MEN TOILE GREENHECK SP-A290 CEILING 250 0.3 3.8 81 (WATT) DIRECT 115/1/60 21.0 15xl2xl2 - LIGHT INTERLOCK 1-4 EF-5 BREAK RM GREENHECK SP-A110 CEILING 75 0.3 1.7 49 (WATT) F50 DIRECT 115/1/60 15.0 14x12x12 - LIGHT INTERLOCK 1-4 EF-6 MAINT. WOMEN GREENHECK SP-A190 CEILING 150 0.3 3.2 113 (WATT) 00 DIRECT 115/1/60 15.0 14xl2x12 - LIGHT INTERLOCK 1-4 EF-7 WASHBAY GREENHECK GB-161-5 ROOF 2800 0.3 13.6 1/2 1075 BELT 115/l/60 90.0 29"Ox24" 18.5xl8.5 LIGHT INTERLOCK 1,6-11 EF-8 WATER PUMP RM GREENHECK SE1-D8_440 WALL 300 0.125 4.8 1/30 1550 DIRECT 115/l/60 15.0 18xl4xl4 (WALL) 13.5xl3.5 T-STAT 1,5,9,12 EF-9 MAINT, BAY GREENHECK GB-141-4 ROOF 1000 0.25 5.6 1/4 741 BELT 115/l/60 85.0 29"Ox24" 18.5xl8.5 LIGHT INTERLOCK 1,6-11 EF-10 COMP.,FS,VAC. RM. GREENHECK GB-141-4 ROOF 400 0.5 6.5 1/4 E175 BELT 115/1/60 ::85.0 12x12 LIGHT INTERLOCK 1,6-11 (*) APPROVED EQUAL MANUFACTURER: COOK, PENN, ACME GENERAL FAN NOTES: ACCESSORIES NOTES: a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND 1.- PROVIDE MOTOR W/ THERMAL OVERLOADS, 7.- PROVIDE UL/cUL-705 POWER VENTILATOR. ALL EQUIPMENT NORMAL POWER WIRING BY ELEC. CONTRACTOR 2.- PROVIDE UL/cUL-507 ELECTRIC FAN. 8.- PROVIDE ROOF CURB AND CURB SEA. b• COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR 3.- PROVIDE ALUM. GRILLE (COLOR BY ARCH. SPECS. 9.- PROVIDE GRAVITY OPERATED DAMPER. ORDERING ANY EQUIPMENT. c. FIELD ADJUST OPENINGS WITH STRUCTURE. 4.- PROVIDE ISOLATION KIT. 10.-PROVIDE TIE DOWN POINTS (SET OF 4). d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE 5.- DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR ll.-PROVIDE ALUM. BIRD SCREEN AND RUB RING, ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED 6.- PROVIDE UNIT MOUNTED DISCONNECT SWITCH. 12.-PROVIDE HOUSING, ALUM. PROPELLER, FLUSH EXT. W/ GUARD. RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. EX HAU ST AIR CALCULATIONS UNIT TAG SPACE SERVED SPACE AREA SPACE HEIGH VENTILATION REQ'D TOTAL CFM TOTAL CFM NOTES (SQ.FT.) (FT) AC HR OR CFM REQUIRED PROVIDED EF-1,2 MEN/WOMEN RR - - 50.0 CFM/W.C. 50 75 1 EF-3 JAN. CLOSET - - 50.0 CFM/W.C. 50 50 1 EF-4 MAINT. MEN RR - - 50.0 CFM/W.C. 50 250 1 EF-6 MAINT. WOMEN RR - - 50.0 CFM/W.C. 50 150 1 NOTES: 1. CALCULATIONS ARE BASED ON LOCAL CODE REQUIREMENTS, FLORIDA BUILDING CODE 2001 (TABLE 403.3) AND ASHRAE 62-01. ROOFTOP A/C EQUIPMENT SCHEDULE LLJ I- U) O O O LJ U V) Z O I- O W V) A/C UNIT TAG RTU-1 RTU-1 (ALT) MANUFACTURER/ MODEL LENNOX/ LCA120H LENNOX/ LCA090H TOTAL COOLING CAP. MBH. 116.5 95.8 TOTAL SENSIBLE CAP. MBH. 87.9 74.7 ENT. AIR TEMP D.B./W.B. 'F 76.6/63.2 76.6/63.2 LEAV. AIR TEMP D.B./W.B. T 55.4/54.3 55.4/54.3 SUPPLY AIR CFM 4000 2800 OUTSIDE AIR CFM 650 300 VOLTAGE 208/3/60 208/3/60 MCA/MOCP 84.0/90 (W/ ELEC. HEAT) 58.0/60 (W/ ELEC. HEAT) EER(SEER)/IPLV 11.2 (EER)/ 11.7 12.0 (EER)/ 11.3 OPERATING WEIGHT LBS. 1459 1450 DIMENSIONS L x W x H (IN.) 99.25x58x50 99.25x58x50 ROOF OPENING (IN.) REF./LBS. 91.75X50.625 R-22/10.7 91.75X50.625 R-22/10.0 NOMINAL TONNAGE/STAGES 10/ 100-50 7.5/ 100-50 NO. OF COMPRESSORS/ RLA 2 © 12.4 2 (9 12.4 NO. OF OUTDOOR FANS/ FLA ! TYPE FNE. 1 © 3.0 FC CENTRIFUGAL 1 ® 3.0 FC CENTRIFUGAL (IN. W.C.) 0.80 0.80 FAN H.P.(BHP)/ FLA 3.0 (HP)/ 10.6 2.0 (HP)/ 7.5 COIL ROWS/FPI 3/14 3/14 HEATER TYPE ELECTRIC ELECTRIC HEATER K.W. @ RATED VOLTAGE 22.5 KW @ 208/3 15.0 KW 0 208/3 NO, OF STEPS 2 2 FILTER TYPE/EFF. N 2" THROWAWAY/30% 1-13 2" THROWAWAY/30% 1-13 UNIT SHALL BE "ARI" RATED. APPROVED EQUIVALENT: CARRIER, McQUAY, TRANE NOTES: 1. PROVIDE FACTORY BUILT ROOFCURB 14" HIGH. INSTALL UNIT LEVEL WITHIN PRESCRIBED TOLERENCES (SEE DETAIL) 2. PROVIDE COMPRESSOR 5-YEAR WARRANTY 3. PROVIDE SLOPED CONDENSATE DRAIN PAN AND INTERNAL TRAP. 4. PROVIDE MANUAL OUTSIDE AIR DAMPER 5. PROVIDE SERVICE CLEARANCES PER MFGR'S RECOMMENDATIONS. 6. PROVIDE SINGLE POINT POWER ENTRY. 7. PROVIDE INTERNAL SPRING ISOLATION FOR SUPPLY FAN. 8. PROVIDE MOTOR OVERLOAD AND THERMAL PROTECTION. 9. PROVIDE MATCHING PROGRAMMABLE THERMOSTAT FOR CAPACITY STAGING 10. PROVIDE FACTORY MOUNTED MOTOR DISCONNECTS SWITCH COLOD, PRIOR TO ANY WORK AND PURCHASING. 11. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY DUCT. 12. PROVIDE CONDENSER COIL GARD. 13. CONTRACTOR SHALL FIELD VERIFY REQUIRED ROOF OPENING PRIOR TO ANY WORK. OUTSIDE AIR CALCULATIONS (PER TABLE 2, ASHRAE 62-01) AREA SERVED NET OCCUPIABLE TOTAL NO. VENTILATION RATE TOTAL CFM TOTAL CFM NOTES AREA SQ.FT, OF PEOPLE CFM P OR SQ.FT. O/A REQUIRED 0 A PROVIDED RTU-1/ OFFICE - 18 20 CFM/P 360 650 1-3 -(AU-LT) OFFICE _ 8 20 CFM/P 1 r 0300 1-3 NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCCUPANCY RATES PER ARCHITECTURAL PLANS. VENTILATION RATES PER ASHRAE 62-01. 2. FOR ASSEMBLY ROOMS, CONFERENCE ROOMS AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON INTERMITTENT OR VARIABLE OCCUPANCY IN CONFORMITY WITH PAR. 6.1.3.4 OF ASHRAE 62-01. 3. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2001 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-92, 95; ASHRAE 15-94, 34-92, 62-01; NFPA 9OA-99, 9013-99, 91-95, 96-98; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.13-91. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. 7. DUCTWORK: A. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER B. ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 INSULATION, C ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEETMETAL WITH SEALED SEAMS AND JOINTS. THE HVAC CONTRACTOR SHALL PROVIDE AL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL. ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. 8. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER ,THAN 1/2" MESH. O/A IN -FAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT, FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE 'THE OUTSIDE AIR VENT. 9. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 10. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL AS SPECIFIED OR EQUAL TO TITUS OR METALAZRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSEF AND REGISTERS AS INDICATED ON PLANS OR BALANCING DAMPERS AT BRANCH DUCT CONNECTION TO ENSURE COMPLIANCE WITH FBC 2001, PAR. 601.4 FOR BALANCED AIR FLOW. 11. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. 12. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED W/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS, 13. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 14. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC, WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 15. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. 16. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2001, CH. 13, 410.1.ABCD.4 FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (T) FROM SUPPLY GRILLES AND EVAPORATORS. 17. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR 'TO ANY PURCHASING OR INSTALLATION. 18. REFRIGERANT LINES SHALL BE COPPER, TYPE "L" HARD DRAWN WITH WROUGHT COPPER BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN, SHIELD. 19, ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40- F AND 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 20. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 21. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2001 PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. SPEC IAI_ NOTE: ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS FOR ROOF MOUNTED EQUIPMENT, AS REQUIRED BY FBC 2001, PAR. 1522.2 AND CHAPTER 16, SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 22. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT. 24. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATION. 25. AUXILARY DRAIN PANS SHALL BE INSTALLED UNDER ALL COILS ON WHICH CONDENSATION CAN OCCUR AND UNDER ALL UNITS IN CONCEALED SPACES OR ANY AREA WHERE BLDG. DAMAGE CAN OCCUR AS A RESULT OF AN OVRFLOW, TO COMPLY WITH FBC 2001 PAR. 307.2.3 26. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND AND SPECIFICATIONS, CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. HVAC ABBREVIATION LEGEND AC AIR CONDITIONING MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE AMPS AFF ABOVE FINISH FLOOR NC NOISE CRITERIA AHU AIR HANDLING UNIT O/A OUTSIDE AIR CD CONDENSATE DRAIN OBD OPOSITE BLADE DAMPER CU CONDENSING UNIT PD PRESSURE DROP. COP COEFFICIENT OF PERFORMANCE R/A RETURN AIR DB DRY BULB RLA RATED LOAD AMPS, DIA. DIAMETER RTU ROOFTOP UNIT EF EXHAUST FAN SEER STANDARD ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE SD SMOKE DAMPER EER ENERGY EFFICIENCY RATIO TSP TOTAL STATIC PRESSURE FD FIRE DAMPER VD VOLUME CONTROL DAMPER FLA FULL LOAD AMPS. WB WET BULB IPLV INTEGRATED PART -LOAD VALUE. MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. ARCHITECTURE ENGINEERING PLANNING ® 0 m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site narned herein, and cannot be reproduced in any manner without the express written permission from the Architect DRA WING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL Ilm PROFESSIONAL /N CHARGE AMY HADLOW PROJECT MANAGER ERIC WONG QUAIITT CONTROL AMY HADLOW PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFOR 9, FLORIDA t• , M (D- 0B_ G�_ L 28"WX12"H RELIEF LOUVER, RUSKIN/ ELF6375DXD, W/12 DEEP PLENUM. MOUNT BOTTOM LOUVER AT 10' AFF. C., � \3 zP i 0.34 SQ.FT. MIN FREE AREA, DOOR GRILLE. SEE ARCH. DWG. FOR f SPEC. (TYP. OF 4)---- — VACU./ COMP. WORK AREA _ FLUIDS 123 I119 1_12­11 �8 ee EF-10 _ 250 150 FULL SIZE EXHAUST DUCT 12X10 STUBBED DOWN 18" BELOW ROOF DECK. COVER OPENING WITH 1 X1 WIRE MESH. -`. BAY TENANCE ON ROOF F- 120 UH - 1 AREA SQ FT. MIN. FREE 0.34 SQ.FT. MIN. FREE AREA, DOOR GRILLE. AREA, D GRILLE. SEE ARCH. DWG. FOR SEE ARCH. DWG. FOR CF - 1 SPEC. ° SPEC. (TYP.)f - , \° -� HALL-4 I MEN'S `- --, qqQ E PUMP 1-1-8 F(MA NT. ROOM EF - 8 124 1 SH X8 I 1� 11 CAR EQUIP. AREA 0 EF - 6 115 EN'S< - MAI N 116 WOMEN'S [MAINT-) CAR WASH BAY [PONROOF 114 ° FULL SIZE EXHAUST DUCT STUBBED DOWN 18" BELOW ROOF DECK. COVER OPENING WITH 1"X1" ALUM. WIRE MESH. a 8X6 TRANSFER DUCT HALL-1 ELEC./ '- 107 CC 8X6 CI A 0 U - "1 �!'T HALL-2 M.I.S. 106 108 1OX10 EXH, UCT UP TO ROOF CAP 14X10 A a50 AA BREAK a2s ROOM I 6X13 EXH. DUCT UP TO ROOF CAP PROVIDE ADAPTER FRAME FOR LAY -IN DIFFUSER/GRILLE AT GYP, BOARD CEILING 0 O o 0 O A SERVICE COUNTERS 5o t5o ,0 101 '0 10 ,o A 150 STO :F - 3 102 EF 2 C CUSTOMER SERVICE AREA MEN 10 r 15D 150 DO WIM 0 1 28X1 0 1 0 10X10 ig � b'FM A Q 15D p 150 � 10X10 50 6X14 26X12 18X12 12X10 RIU - 0 2 D —ON ROD OFFICE A 150 11 1 cg A 175 150 A T 175 475 AA A AA 1 0 AA 475 150 350 ) I 12X10 2 16X'12 475 AA E 12X12X 4 TO R"TU-1 30X14 SUPPLY DUCT &� 28X14 RETURN DUC UP TO RTU-1 ON ROOF WIRST FLOOR. MZ.O SCALE: 1 /8" = 1'-0- r� -OE _(D 0 0 28"WX12"H RELIEF LOUVER, RUSKIN/ ELF6375DXD, W/12 DEEP PLENUM. MOUNT BOTTOM LOUVER AT 10' AFF. i 0.34 SQ.FT. MIN FREE AREA, DOOR GRILLE. SEE ARCH. DWG. FOR h SPEC. (TYP. OF 4)------- VACU./ COMP. WORK AREA FLUIDS 123 1 19 <_ F1211 aB Bs EF-10 250 150 j FULL SIZE EXHAUST DUCT 12X10 I CUSTOMER STUBBED DOWN 18" BELOW ° ROOF DECK. COVER OPENING WITH 1"X1" WIRE MESH. MAINTENANCE BAY ON ROOF F- F120 - 0.34 SQ FT. MIN. FREE 0.34 SQ.FT. MIN. FREE EUFI 1 AREA, DOOR GRILLE, AREA, DOOR GRILLE. SEE ARCH, DWG. FOR CF - 1 SEE ARCH. DWG. FOR ° SPEC. (TYP.) SPEC. ° C HALL-4 MONKS PUMP IF IROOM _ 118 _ Fi( INT. EF - 8 11 A CAR WASH 124 X8 EQUIP. AREA ° 115 EF - MAIN . 116 WOMEN'S MAINT.) CAR WASH BAY ° 117 114 - 7 [�EF N ROOF -- FULL SIZE EXHAUST DUCT STUBBED DOWN 18" BELOW ROOF DECK. COVER OPENING WITH 1"X1" ALUM. WIRE MESH. EEC.,aD 107 8X6 cc 100 8 T 100 U - 1 M.I.S. - 108 1OX10 EXH. DJCT UP TO ROOF AP 14X10 C450 AA BREAK I s2s ROOM ,�n� / M 8X6 TRANSFER DUCT 6X EXH, DUCT UP TO ROOF GAP PROVIDE ADAPTER FRAME FOR LA IN DIFFUSER/GRILLE AT GY . BOARD CEILING FTALL-_1 SERVICE COUNTEF 105 (Ab f A A 101 A _1 150 150 150 STO U U STO 104 103 - .i EF - 3 102 7EF 2 C CUSTOMER MEN 100 112 > 50 11 150 150 8 1 24X10 (� - -10X10 C0 50 Z) 4X16 16X8 (AL _ D OFFICE A 111 A n5 175 A oXo 150 350 T AA 00 52A 350 350 AA 12X10 12X 4. TO RTU-1 3OX14 SUPPLY DUCT & 28X14 RETURN DUCT UP TO RTU-1 ON ROOF 0 4) PLAN NORTH B A . DID ; .w! ARCHITECTURE ENGINEERING PLANNING 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site narned herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFL:SSIONAL. IN CHARGE AMY HADLOW PROJECT MANAGER ERIC WONG QUALITY CONTROL AMY HADLOW PROJECT NA/4f'L: THE HERTZ CORPORATION Facilities & Construction HERIZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA o Z C.3 Z.J I I I I I I CO- ARC F1ITECTU-RE ENGINEERING PLANNING N a a 265 DAVIDSON AVENUE/ SUITE 400 SOMERSEI, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRUIf NCGTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% _REVIEW_ SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET mom !REVISION RECORD NO. DATE DESCRIPTION MENEEMENNEMENNOM PROFESSIONAL SEAS OVALITY CONTROL AMY HADLOW PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET NUMBER M201 L_ I F Nq. 6 ROOFTOP EQUIP. CLEARANCE TABLE FLORIDA BUILDING CODE 2001, TABLE 1511.7 WIDTH OF MECHANICAL UNIT (INCHES) MIN. CLEARANCE ABOVE ROOF SURFACE (INCHES) < 24 14 24 < 36 18 36 < 46 24 46 < 60 30 2 60 48 ��\ � A C-CHANNEL / \#6005-TS ALUMINUM ALLOY It __El SCREW C -C HANNE-LATTACHMENT UNIT HOUSING OUTLINE \ I 3/8"X3-1 /2" PITCH PAN I �� i w'' Y r'rw I wy' BOLT 4"X3/8"X2" PLATE i � o 0 UNIT-` 4" 2" RECTANGULAR /TUBING \ STEEL #6061- 6 ALUM NUM ALLOY i 1.75"0 ALUM UM POST #F)061'-T6 ISOLATOR PADS STEEL / UNDER UNIT - - - - - - - - - - - - -- (MIN. 4 PER UNIT) A/C ROOF EQUIPMENT MOUNTING DETAIL INDOOR UNIT L-r:r --___.---..____-- OPERATION SECTION = I I 1 I RECEIVING SECTION 11 1 11 RECEIVES SIGNAL FROM 11 I AIR OUTLET II 1 THE WIRELESS REMOTE I I I THERMAL 11 LAIR FILTERS CONTROLLER). 11 1 SENSOR 1111 I 11 1\ II I III WALL STUD FOR UNIT SUPPORT / NOTE MOUTING HEIGHT TO BE COORD. WITH ARCHITECT AND OWNER. AHU-015 WALL MOUNTED AHU DETAIL 3 M3.0 1. TIIIS ROOF NAND IS COMPLIANT WITH FLORIDA BLDC. CODE 2001. 2. ROOF STAND SiI BE MANUF. B'r "AVCOA" CORPORATION FT. LAUDFRDALC, FIORIDA PHONE: (954) 584-6001 PHONE: (300) 266- 72 12 3. CONTRACTOR TO PROVIDE WIND LOAD CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER FOR NON PRE -APPROVED CONFIGURATIONS. 4. WIDTH, HEIGHT AND LENGFfI OF ROOFSTAND TO BE AS REQUIRED BY BY FB C 2001, TABLE 1 51 1 .7 '--3" RAIL (I -BEAM) #6061-T6 ALUMINUM ALLOY __-1 "X18 GAGE GALVANIZED STRAP � W/ 90' TWIST, 8 PER UNIT, � 1 EACH SIDE OF EACH CORNER. \FASTEN W/ THREE #14 S.S. SMS TO A/C UNIT & I -BEAM. I -BEAM 41 v a' n q, 1 /8" HILTY INSERT HDI-1/8", (TYP. OF 4) 1 /4" ALL -_-, THREAD ROD SHEET METAL EXHAUST DUCT i I TYP. VIBRATION ISOLATOR Er ' (RUBBER GROMMET) TYPICAL CEILING CABINET EXHAUST FAN WITH BACK DRAFTDAMPER, LOW NOISE AND NO VIBRATION. `"� FRONT FACE GRILLE WITH FASTENING SCREWS EXHAUST FAN HANGING BRACKET (ADJUSTABLE) CABINET FAN DETAIL 4 M3.1 3/8"(#14) METAL SCREWS AT 18" O.C., LENGTH AS REQUIRED TO INSURE FULL DEPTH NAILER PENETRATION. PROVIDE SPACERS AS REQUIRED TO ACCOMMODATE ALTERNATE LOCATION 1 ` _ A \ ` PRESSURE TREATED 2X4 WOOD NAILER F3 (METAL STUDS WHERE _ a REQ'D BY LOCAL A.H.J.) MAX. ALLOWABLE DIFFERENCE (in)„ r FASTNERS, 16 O.0 LU z COUNTER FLASHING - - W (FIELD SUPPLIED) �. BASE FLASHING --� (FIELD SUPPLIED) ROOFTOP UNIT LEVELING TOLERANCE 00 Z_ ROOF RIGID INSULATION BUILT UP ROOFING (SEE ARCH.) NOTES: A- B B- C A- C 0.5 1.0 1.0 SUPPORT-012 1 M3.0 ROOF MOUNTED HVAC EQUIPMENT 1/4" NEOPRENE RUBBER GASKET CONTINUOUS AROUND PERIMETER MIN. 1-1/2", 3 LB RIGID INSULATION WITH NEOPRENE COATING ON EXPOSED SURFACE (FIELD SUPPLIED) GALVANIZED METAL CURB (18 GA. MIN.) ROOF DECK _ (SEE ARCH.) ROOFTOP UNIT INSTALLATION NOTE` 1. DUCT TRANSITION FROM RTU TO DUCT SIZE SHOWN ON MECH. FLOOR PLAN SHALL BE MADE BETWEEN RTU & TOP OF ROOF WITHIN CURB. 2. SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE, 6" MAX. LARGER THAN DUCT SIZE SHOWN. COORDINATE W/STRUCTURAL PLANS. 3. INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION MANUAL. 4. ALL WIRING BY ELECTRICAL CONTRACTOR. 5. SHIM CURB AS REQUIRED TO PROVIDE HORIZONTAL INSTALLATION OF UNIT WITHIN PRESCRIBED TOLLERANCES 6. CONTRACTOR SHALL COORDINATE LOCATION OF ROOF CURB WITH STRUCTURE PRIOR TO INSTALLATION. 7. ROOF CURB BY AIR CONDITIONER MANUFACTURER. PROVIDE ADDITIONAL BRACING AND SUPPORT. AS REQUIRED FOR ROOF CURB INSTALLATION TO WITHSTAND WIND LOAD PER LOCAL CODES. 8. CURB TO BE HEAVY GAUGE GALVANIZED STEEL CONSTRUCTION AS RECOMMENDED BY MANUFACTURER, ALL FASTENERS SHALL BE CORROSION PROTECTED IF EXPOSED TO OUTDOORS 9. FOR A/C UNIT ROOFCURB, PROVIDE 3/8"X2-3/4" "RED HEAD" WEDGE TYPE ANCHOR/TAPCON WITH MIN. EMBEDMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE NUMBER OF ANCHORS AS RECOMMENDED BY STRUCTURAL ENGINEER 10. CLEARANCE OF UNIT TO ABOVE FINISHED ROOF SHALL COMPLY WITH LOCAL CODE REQUIREMENTS: PAR. 1511.7 FOR FLORIDA BUILDING CODE, 2001 ED. ROOF TOP UNIT CONDENSATE Df SEE PLUMBING FOR CONTINUAT R/A DUCTWORK 14 SHIM CURB AS REQ'D TO LEVE ROOF OPENING (SEE NOTE #2) LOCKING QUADRANT TO BE EXPOSED FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER TIE TO STRUCTURAL SUPPORTS - 2" WIDE METAL BAND SUPPORTMoll SQUARE TO ROUND I ADAPTER 1- GALV. STEEL ROD OR NYLON DRAWBAND AND STRAP SUPPORTS PER MASTIC AT EACH CONNECTION SMACNA STANDARDS SIDE TAKE -OFF FITTING I WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND I MAIN SUPPLY AIR ADAPTER DUCT, SEE PLANS FOR TYPE AND INSULATION ------- -- GYPSUM BOARD CEILING \ LOUVERED FACE CEILING DIFFUSER 1-1/2" X 1-1/2" X 1 /8" GALV. ANGLE OR STRAP PER SMACNA 1 I CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTER) AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE 71�; SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL TYPICAL DIFFUSER DETAIL ,ONNECT SWITCH S/A DUCTWORK CURB WIDTH CONTROL CIRCUIT TO THERMOSTAT POWER CIRCUIT TO SERVING PANEL NOTES 1. DUCT TRANSITION FROM RTU TO DUCT SIZE SHOWN ON MECH, FLOOR PLAN SHALL BE MADE BETWEEN RTU & TOP OF ROOF WITHIN CURB. 2. SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE. COORDINATE W/STRUCT. DWGS (6" MIN. LARGER THAN DUCT SIZE SHOWN) 3, INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION MANUAL. 4. ALL WIRING BY ELECTRICAL CONTRACTOR. RTU-006 CONNECTION-D TO RTU �' _ M3.0 DIFFUSER-003 M3.0 MOTOR AND DRIVE OUT OF AIR STREAM MOTOR DOME RUBBER ISOLATOR ALL ALUMINUM WHEEL C HUB & HOUSING DISCHARGE DOME W/ BIRDSCREEN RUBBER GASKET BETWEEN CURB & FAN HOUSING- UL APPROVED DISCONNECT SWITCH UNDER HOOD MOTOR VENTILATION OPENING ANCHOR FAN TO CURB-` PRE-FAB CURB 12" WITH LAG SCREWS PER ^ HIGH STRUCTURAL PLANS OR _ CANT STRIP MIN. (2) ON EACH SIDE ELECTRICAL WIRING (BY OTHERS) ROOF FELT FLASHING RUN FLASHING UP OVERLAP ROOFING UNDER FAN BASE +--- SET CURB IN ROOL1 FFASTEN ING M 1 /2x1 1 /2x3/8" AND TO FASTENED TO ROOF ROOF DECK DECK AND EXHAUST B T D R W 1/2"OX 2-1/2" DUCT ROOF STRUCTURE EMB TAPCON EXHAUST AIR DUCT SCREWS 0 12" OC ALL AROUND. FANS-028 ROOF MOUNTED EXI--IAU�T FAN 9 M-7.0 ARCHITECTURE ENGINEERING PLANNING ® ® J 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 68873 VOICE: 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL /N CHARGE AMY HADLOW PROJECT MANAGER ERIC WONG QUALITY CONTROL AMY HADLOW .y PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HET' TA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA J IiMi�l SHEET NUMBER L ROOFCUH3O HVAC EQUIPMENT HOOF CURB DETAIL m3oO am DA, CIRCULATING FAN SCHEDULE MARK MANUFACTURER/ CFM ELECTRICAL CONTROL MOUNTING NOTES MODEL HEIGHT CF-1 LEADING EDGE I CHHD240 4500 120/1/60 SEE ELECT. 81,2,3,4 NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR CONTROL. 2, FAN MOUNTING HEIGHTS ARE TO BOTTOM OF FAN. 3. PROVIE MODEL LWBO FOR WALL MOUNT. 4. REFER TO ARCH. DRAWINGS FOR EXACT LOCATION. ELECTRIC UH SCHEDULE HEATING MOUNTING SUSPENDING MANUFACTURER MARK CFM CAPACITY TYPE HEIGHT AND MODEL VOLTS/PH. EUH-1 1800 15 KW HORIZONTAL 12'-0" REZNOR EGH-15 208/3 1. HEATING ONLY T-STAT W/INSULATED BASE. MOUNT ON HEATER. 2. SEE DWG. M2.0 FOR LOCATION. 3, SUSPENSION HEIGHT IS TO BOTTOM OF HEATER. 4. USE FACTORY WALL MOUNTING BRACKET FOR SUSPENDING HEATER. MECHANICAL LEGEND_ SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE SIDE WALL GRILLE OR LOUVER o LINEAL DIFFUSER q�� SUPPLY AIR CEILING DIFFUSER TAG CFM RETURN AIR CEILING GRILLE TAG ROOFTOP UNIT EF IN LINE OR CEILING EXH. FAN DUCTWORK DUCTWORK FLEX DUCT ri SOUND BOOT DUCT A.�- FIRE DAMPER L- VOLUME CONTROL DAMPER ® REDUCER 0 THERMOSTAT ®pp DUCT SMOKE DETECTOR I ROOF EXH. FAN I y NOTE: NOT ALL SYMBOLS MAY APPLY TO 'THESE PLANS. FAN SCHEDULE SELECTION DATA FAN DATA MOTOR DATA GENERAL DATA WEIGHT DIMENSIONS ROOF OPENING TAG SERVICE AREA MANUF.(*) MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE (LBS) L"xW"xH" L"xW" CONTROL ACCESSORIES EF-1 MEN TOILET GREENHECK SP-A110 CEILING 75 0.3 1.7 49 (WATT) 950 DIRECT 115/1/60 15.0 14x12x12 - LIGHT INTERLOCK 1-4 EF-2 WOMEN TOILET GREENHECK SP-A110 CEILING 75 0.3 1.7 49 (WATT) 950 DIRECT 115/1/60 15.0 14x12x12 - LIGHT INTERLOCK 1-4 EF-3 JAN. CLOSET GREENHECK SP-1370 CEILING 50 0.3 2.7 45 (WATT) 675 DIRECT 115/1/60 9.0 14x12x8 - LIGHT INTERLOCK 1-4 EF-4 MAINT. MEN TOILET GREENHECK SP-A290 CEILING 250 0.3 3.8 81 (WATT) 1050 DIRECT 115/1/60 21.0 15x12x12 - LIGHT INTERLOCK 1-4 EF-5 BREAK RM GREENHECK SP-A110 CEILING 75 0.3 1.7 49 (WATT) 950 DIRECT 115/1/60 15.0 14x12x12 - LIGHT INTERLOCK 1-4 EF-6 MAINT. WOMEN GREENHECK SP-A190 CEILING 150 0.3 3.2 113 (WATT) 1400 DIRECT 115/1/60 15.0 F14x12x12 - LIGHT INTERLOCK 1-4 EF-7 WASHBAY GREENHECK GB-161-5 ROOF 2800 0.3 13.6 1/2 1075 BELT 115/1/60 90.0 18.5x18.5 LIGHT INTERLOCK 1,6-11 EF-8 WATER PUMP RM GREENHECK SE1-8-440 WALL 300 0,125 4.8 1/30 1550 DIRECT 115/1/60 15.0 18A4x14 (WALL) r T-STAT 1,5,9,12 5 EF-9 MAINT. BAY GREENHECK GB-141-4 ROOF 1000 0.25 5.6 1/4 741 BELT 115/1/60 85.0 29"Ox24" 16.5x18.5 LIGHT INTERLOCK 1,6-11 EF-10 COMP.,FS,VAC. RM. GREENHECK GB-141-4 ROOF 400 0.5 6.5 1/4 1725 BELT 115/1/60 85.0 25"dx24" 12x12 LIGHT INTERLOCK 1,6-11 GENERAL FAN NOTES: (*) APPROVED EQUAL MANUFACTURER: COOK, PENN, ACME a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND ACCESSORIES NOTES: ALL EQUIPMENT NORMAL POWER WIRING BY ELEC. CONTRACTOR 1.- PROVIDE MOTOR W/ THERMAL OVERLOADS, 7.- PROVIDE UL/cUL-705 POWER VENTILATOR. b. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR 2.- PROVIDE UL/cUL-507 ELECTRIC FAN. 8.- PROVIDE ROOF CURB AND CURB SEAL. ORDERING ANY EQUIPMENT. 3.- PROVIDE ALUM. GRILLE (COLOR BY ARCH. SPECS. 9.- PROVIDE GRAVITY OPERATED DAMPER. c. FIELD ADJUST OPENINGS WITH STRUCTURE. 4.- PROVIDE ISOLATION KIT. 10.-PROVIDE TIE DOWN POINTS (SET OF 4). d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE 5.- DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR 11.-PROVIDE ALUM. BIRD SCREEN AND RUB RING. ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED G.- PROVIDE UNIT MOUNTED DISCONNECT SWITCH. 12.-PROVIDE HOUSING, ALUM. PROPELLER, FLUSH EXT. W/ GUARD. RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS, TAG CFM RETURN AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NO CFM RANGE NOTES AA TITUS/ 350 FL 24X24 SEE SCH. ALUM. LAY -IN OFF WHITE OBD - MAX. 30 SEE SCH. 1-3 BB TITUS/ 50 F 12X12 SEE SCH. ALUM. SURFACE OFF WHITE OBD - MAX. 30 SEE SCH. 1-3 CC "TITUS/ 350 FL NECK + SEE PLAN ALUM. SIDE WALL OFF WHITE OBD - MAX. 30 SEE PLSN 2 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTES: 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 2. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. 3, PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. NECK SIZE 6X6 8X8 10X10 12X12 CFM RANGE NECK SIZE CFM RANGE 0-100 CFM 14X14 0-650 CFM 0-200 CFM 16X16 0-800 CFM 0-350 CFM 18X18 0-1000 CFM 0-450 CFM 20X20 0-1100 CFM TAG CFM AIR D I STR I B U-I-IO N SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NO CFM RANGE NOTES A TITUS/ TDCA-AA 24X24 SEE SCH. ALUM. LAY -IN OFF WHITE OBD - MAX. 30 SEE SCH. 1-5 B TITUS/ TDCA-AA 12X12 SEE SCH. ALUM. SURFACE OFF WHITE OBD - MAX. 30 SEE SCH. 1-5 C TITUS 305 FL NECK + SEE PLAN ALUM. SIDE WALL OFF WHITE OBD - MAX. 30 SEE PLSN 4 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTES: 1. PROVIDE SPIN -IN COLLAR WITH VOLUME DAMPER AT TRUNK TO FLEX DUCT CONNECTION (SEE DETAIL). S/A FLEX SCHEDULE 2. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLANS. 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 60" 50-125 CFM 4. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. 80 130-200 CFM CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING STANDARD HAS TO BE Too" 205-330 CFM FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. 120" 335-450 CFM AIR BALANCE SCHEDULE EQUIPMENT SUPPLY AIR RETURN AIR OUTSIDE AIR MAKE-UP AIR EXHAUST AIR AREA SERVED TAG (CFM) (CFM) (CFM) (CFM) CFM TENANT SPACE RTU-1 4000 3075 650 - 275 TENANT SPACE RTU-1(ALT) 2800 2625 300 - 275 NOTES: 1. BUILDING IS BALANCE WHEN ALL EXHAUST FANS OPERATING AT SAME TIME. FANS WORK INTERMITTENT. EXHAUST AIR CALCULATIONS UNIT TAG SPACE SERVED SPACE AREA SPACE HEIGHT VENTILATION REQ'D TOTAL CFM TOTAL CFM NOTES (SQ.FT.) (FT AC HR OR CFM REQUIRED PROVIDED EF-1,2 MEN/WOMEN RR - - 50.0 CFM/W.C. 50 75 1 EF-3 JAN. CLOSET - - 50.0 CFM/W.C. 50 50 1 EF-4 MAINT. MEN RR - - 50.0 CFM/W.C. 50 250 1 EF-6 MAINT. WOMEN RR - - 50.0 CFM/W.C. 50 150 1 NOTES: 1. CALCULATIONS ARE BASED ON LOCAL CODE REQUIREMENTS, FLORIDA BUILDING CODE 2001 (TABLE 403.3) AND ASHRAE 62-01. AIR CONDITIONING SPOT SYSTEM EQUIPMENT SCHEDULE CNDEN'-�7)'ING UNIT CU TAG MANUFACTURER & MODE NOMINAL TONNAGE (S)EER/IPLV LIQ./SUCT. CONN. No. FANS/ FLA No. COMP./ RLA VOLT/PH/HZ MCA/MOCP WEIGHT (LBS) W x D x H (IN) NOTES CU-1 MITSUBISHI/ MU12TN 1.0 10.2(SEER)/- 1/4"0 / 1/2"0 1 ® 0.42 1 ® 9.0 208-230/1/60 12.0/15 84.0 31.Ox1Ox21.2 1-5,9,10 AIR HANDLING UNIT AHU TAG MANUFACTURER & MODEL TOTAL MBH SOUN LEVEL (dBA) TOTAL CFM ENT. DB/WB(`F) FAN HP/FLA HEATER KW VOLT/PH/HZ MCA/MOCP WEIGHT (LBS) W x D x H (IN) NOTES AHU-1 MITSUBISHI/ MS12TN 12.6 42 452 80.0/67.0 */0.43 - 115/1/60 0.6/15 31.0 40x7.5xl2.7 1,2,6-8,10 NOTES: 1. UNITS RATED PER ARI 210, 240 AND 270, APPROVED EQUAL: CARRIER 2. PROVIDE WITH THERMAL EXPANSION VALVES, LIQUID LINE FILTER DRYER AND MULTI -USE SERVICE VALVES 10. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED BY MANUFACTURER, NOT TO EXCEED 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND MIN. 5-YEAR WARRANTY 150 FT, EQUIV. LENGTH 4. PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 5. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS COORDINATION NOTE: 6. PROVIDE FACTORY THERMOSTAT TO MATCH CAPACITY STAGES (PROGRAMMABLE IF REQUIRED) MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS 7. PROVIDE THROWAWAY, MIN. 30% EFF. FILTER. AND ACCESSORIES WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASING AND 8. PROVIDE FACTORY MOUNTED DISCONNECT/STARTER FOR A.H.U., COORDINATE PRIOR -TO PURCHASING INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER 9. PROVIDE DISCONNECT/STARTER BY CONTRACTOR FOR C.U., COORDINATE PRIOR TO PURCHASING ROOFTOP A/C EQUIPMENT SCHEDULE A/C UNIT TAG RTU-1 RTU-1 (ALT) MANUFACTURER/ MODEL LENNOX/ LCA120H LENNOX/ LCA0901-1 TOTAL COOLING CAP. MBH. 116.5 95.8 TOTAL SENSIBLE CAP. MBH. 87.9 74.7 ENT. AIR TEMP D.B./W.B. °F 76.6/63.2 76.6/63.2 LEAV. AIR TEMP D.B./W.B. °F 55.4/54.3 55.4/54.3 SUPPLY AIR CFM 4000 2800 LLJ OUTSIDE AIR CFM 650 300 VOLTAGE 208/3/60 208/3/60 MCA/MOCP 84.0/90 (W/ ELEC. HEAT) 58.0/60 (W/ ELEC. HEAT) EER(SEER)/IPLV 11.2 (EER)/ 11.7 12.0 (EER)/ 11.3 OPERATING WEIGHT LBS. 1459 1450 DIMENSIONS L x W x H (IN.) 99.25x58x50 99.25x58x50 ROOF OPENING (IN.) 91.75X50.625 91.75X50.625 REF./LBS. R-22/10.7 R-22/10.0 C� NOMINAL TONNAGE/STAGES 10/ 100-50 7.5/ 100-50 G U U LLJ NO. OF COMPRESSORS/ RLA 2 0 12.4 2 0 12.4 U V) NO. OF OUTDOOR FANS/ FLA 1 ® 3.0 1 Q 3.0 INDOOR FAN TYPE FC CENTRIFUGAL FC CENTRIFUGAL FAN E.S.P. (IN. W.G.) 0.80 0.80 FAN H.P.(BHP)/ FLA 3.0 (HP)/ 10.6 2.0 (HP)/ 7.5 U COIL ROWS/FPI 3/14 3/14 Cif HEATER TYPE ELECTRIC ELECTRIC HEATER K.W. @ RATED VOLTAGE 22.5 KW ® 208/3 15.0 KW ® 208/3 W NO. OF STEPS 2 2 FILTER TYPE/EFF. 2" THROWAWAY/30% 2" THROWAWAY/30% NOTES 1-13 1-13 UNIT SHALL BE "ARI" RATED. APPROVED EQUIVALENT: CARRIER, McQUAY, TRANE NOTES: 1. PROVIDE FACTORY BUILT ROOFCURB 14" HIGH, INSTALL UNIT LEVEL WITHIN PRESCRIBED TOLERENCES (SEE DETAIL) 2. PROVIDE COMPRESSOR 5-YEAR WARRANTY 3. PROVIDE SLOPED CONDENSATE DRAIN PAN AND INTERNAL "TRAP. 4. PROVIDE MANUAL OUTSIDE AIR DAMPER 5. PROVIDE SERVICE CLEARANCES PER MFGR'S RECOMMENDATIONS. 6. PROVIDE SINGLE POINT POWER ENTRY. 7. PROVIDE INTERNAL SPRING ISOLATION FOR SUPPLY FAN. 8. PROVIDE MOTOR OVERLOAD AND THERMAL PROTECTION. 9. PROVIDE MATCHING PROGRAMMABLE THERMOSTAT FOR CAPACITY STAGING 10. PROVIDE FACTORY MOUNTED MOTOR DISCONNECTS SWITCH COLRD. PRIOR TO ANY WORK AND PURCHASING. 11. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY DUCT. 12. PROVIDE CONDENSER COIL GARD. 13. CONTRACTOR SHALL FIELD VERIFY REQUIRED ROOF OPENING PRIOR TO ANY WORK. VENTILATION CALCULATIONS UNIT TAG SPACE SERVED SPACE AREA SQ.FT.) SPACE HEIGHT (FT) VENTILATION REQ'D AC HR OR CFM TOTAL CFM REQUIRED TOTAL CFM PROVIDED FLUIDS RM. 120 10.5 _ - 250 (11.9 AC/H) EF-10 VAC./COMP RM. 75.0 10.5 - - 150 (11.9 AC/H) EF-7 WASH BAY 1392 14.0 - - 2800 (2 CFM/SQ.FT.) EF-9 MAINT. BAY 630 14.0 1.5 CFM/SF 945 1000 OUTSIDE AIR CALCULATION S (PER TABLE 2, ASHRAE 62-01) AREA SERVED NET OCCUPIABLE TOTAL NO. VENTILATION RATE TOTAL CFM TOTAL CFM NOTES AREA SQ.FT. OF PEOPLE CFM P OR SQ.FT. O/A REQUIRED O/A PROVIDED RTU-1/ OFFICE - 18 20 CFM/P 360 650 1-3 RTU-1/ OFFICE _ 8 20 CFM/P 160 300 1-3 ALT NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCCUPANCY RATES PER ARCHITECTURAL PLANS. VENTILATION RATES PER ASHRAE 62-01. 2. FOR ASSEMBLY ROOMS, CONFERENCE ROOMS AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON INTERMITTENT OR VARIABLE OCCUPANCY IN CONFORMITY WITH PAR. 6.1.3.4 OF ASHRAE 62-01. 3. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2001 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-92, 95; ASHRAE 15-94, 34-92, 62-01; NFPA 90A-99, 9013-99, 91-95, 96-98; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.13-91. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. 'THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. 7. DUCTWORK: A. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER B. ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 INSULATION. C. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEETMETAL WITH SEALED SEAMS AND JOINTS. THE HVAC CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL. ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. 8. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VENT. 9. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 10, ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL B AS SPECIFIED OR EQUAL TO TITUS OR METALAIRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON PLANS OR BALANCING DAMPERS AT BRANCH DUCT CONNECTION TO ENSURE COMPLIANCE WITH FBC 2001, PAR. 601.4 FOR BALANCED AIR FLOW. 11. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. 12, ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED W/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. 13. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 14. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 15. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY, 16. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2001, CH. 13, 410.1.ABCD.4 FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (°F) FROM SUPPLY GRILLES AND EVAPORATORS. 17. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. 18. REFRIGERANT LINES SHALL BE COPPER, 'TYPE "L" HARD DRAWN WITH WROUGHT COPPER BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 19. ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F AND 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 20. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 21. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2001 PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. SPECIAL NOTE: ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS FOR ROOF MOUNTED EQUIPMENT, AS REQUIRED BY FBC 2001, PAR. 1522.2 AND CHAPTER 16, SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 22• MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT. 24. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATION. 25. AUXILARY DRAIN PANS SHALL BE INSTALLED UNDER ALL COILS ON WHICH CONDENSATION CAN OCCUR AND UNDER ALL UNITS IN CONCEALED SPACES OR ANY AREA WHERE BLDG. DAMAGE CAN OCCUR AS A RESULT OF AN OVRFLOW, -TO COMPLY WITH FBC 2001 PAR. 307.2.3 26. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. HVAC AN D R EVIATI O N LEGEND AC AIR CONDITIONING MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE AMPS AFF ABOVE FINISH FLOOR NO NOISE CRITERIA AHU AIR HANDLING UNIT O/A OUTSIDE AIR CD CONDENSATE DRAIN OBD OPOSITE BLADE DAMPER CU CONDENSING UNIT PD PRESSURE DROP. COP COEFFICIENT OF PERFORMANCE R/A RETURN AIR DB DRY BULB RLA RATED LOAD AMPS. DIA. DIAMETER RTU ROOFTOP UNIT EF EXHAUST FAN SEER STANDARD ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE SD SMOKE DAMPER EER ENERGY EFFICIENCY RATIO TSP TOTAL STATIC PRESSURE FD FIRE DAMPER VD VOLUME CONTROL DAMPER FLA FULL LOAD AMPS. WB WET BULB IPLV INTEGRATED PART -LOAD VALUE. MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) NOTE: NOT ALL SYMBOLS MAY APPLY TO 'THESE PLAN. ARCHITECTURE ENGINEERING PLANNING 0 w If 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written perrnission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AMY HADLOW PROJECT MANAGER ERIC WONG QUALITY CONTROL AMY HADLOW PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET TITLE SHEET NUMBER L (D- 28"WX12"H RELIEF LC RUSKIN/ ELF6375DXE DEEP PLENUM. MOUN LOUVER AT 10' AFF. Q C2) vrr. uvrvw VL.ILIIYV 1 VFIRST FL HAN I M2.0'/­SCjZE- C4� [0.34 SQ.FT. MIN FREE AREA, DOOR GRILLE. SEE ARCH. DWG. FOR F- SPEC. (TYP. OF 4)----a- VACU./ L COMP. WORK AREA y FLUIDS 123 119 121 *LB BB 150 FULL SIZE EXHAUST DUCT —1 10 STUBBED DOWN 18" BELOW ROOF DECK. COVER OPENING WITH 1"X1" WIRE MESH. --"* MAINTENANCEAON ROOF <- I 120 0.34 SQ.FT. MIN, FREE EUH - 1 _ AREA, DOOR GRILLE. SEE ARCH. DWG. FOR CF - 1 0 SPEC. (TYP.) HALL-4 I MEN'S I NT.) 11 A CAR WASH 28"WX12"FI RELIEF LOUVER, �X8 EQUIP. AREA RUSKIN/ ELF6375DXD, W/12 115 DEEP PLENUM. MOUNT BOTTOM EF Ef� LOUVER AT 10' AFF. — MAIN . CUSTOMER 1 0.34 SQ FT. MIN, FREE AREA, D OR GRILLE. SEE AR H. DWG. FOR SPEC. — c PUMP ROOM 124 WOMEN'S CAR WASH BAY 0 _ MMAINT.) 1 R PONROOF - -- FULL SIZE EXHAUST DUCT STUBBED DOWN 18" BELOW ROOF DECK. COVER OPENING WITH 1"X1" ALUM. WIRE MESH. 8X6 10o I-1---I:� ELEC. 107 8X6 1cc00 � T l U - 1 M.I.S. 108 1OX10 EXH. CT UP TO ROOF �AP —r 14X10 AA BREAK 825 ROOM f—no I 8X6 TRANSFER DUCT -HALU--1 105 S 04 104 3 6X EXH. DUCT UP TO ROOF CAP PR VIDE ADAPTER FRAME FOR LA IN DIFFUSER/GRILLE AT GY BOARD CEILING 2)LMECHANICAL_ M2.(7 A 50 I / SERVICE 101 COUNTEF O 1 0 150 150 STO 102 :F - 3 EF - 2 CUSTOMER SERVICE AREA I MEN 1- _ ki A tJo 100 A 150 -) 8 1 24X10 ' --10X10 4X16 16X8 JU - 1 (ALT 8X1 p �N_fZCI_ A 175 A A 175 150 T AA 500 AA 525 AA 350 12X10 12X1L4- . TO RTU-1 3OX14 SUPPLY DUCT 28X14 RETURN DUCT & UP TO RTU-1 ON ROOF 0 0 (5) I GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING m m a 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE , This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site narned herein, and cannot be reproduced In any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET Y REVISION RECORD NO. DATE DESCRIPTION PROie'ESSIONAL, SEAL. mommmommmm PROFESSIONAL IN CHARGE AMY HADLOW PROJECT MANAGER ERIC WONG THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA a Y r OE- co 2.3 C.% 04 r ARCHITECTURE ENGINEERING PLANNING zno" 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRA WING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ Oh 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL. PROFESSIONALIN CHARGE AMY HADLOW PROJECT MANAGER ERIC WONG QUAIJTY CONTROL AMY HADLOW PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA SHEET NUMBER M:1 0 1 MEMENNEEMEMEM J ROOF -FOP EO? JIP. C LEAF�ANC E TABLE FLORIDA BUILDING CODE 2001, TABLE 1511.7 WIDTH OF MECHANICAL UNIT (INCHES) MIN. CLEARANCE ABOVE ROOF SURFACE (INCHES) < 24 14 24 < 36 18 36 < 48 24 48 < 60 30 > 60 48 C—CHANNEL #6005—TS ALUMINUM ALLOY It ��ET SCREW C -C HANN'Et ATTACHMENT UNIT HOUSING OUTLINE I 3/8"X3-1/2" PITCH PAN BOLT 4"X3/8"X2" PLATE I` e® I _ � o I � \ UNIT 2" RECTANGULAR /TUBING #6061--16 ALUMINUM ALLOY l 1.75"0 ALUM UM \ — — r.FEEL — — — — — — POST #61 061—T6 ISOLATOR PADS � UNDER UNIT � (MIN. 4 PER UNIT) A/C ROOF EQUIPMENT MOUNTING DETAIL__ AIR I I I INTAKE -------- ---.. - FRONT PANEL —,---- INDOOR UNIT�Jd OPERATION SECTIONII LJ Ll Ll I I II I RECEIVING SECTION I I I AIR OUTLET (RECEIVES SIGNAL FROM THE WIRELESS REMOTE I I THERMAL CONTROLLER). I I I SENSOR II I� I I I WALL STUD FOR UNIT SUPPORT 'AIR FILTERS 5 NOTE MOUTING HEIGHT TO BE COORD. WITH ARCHITECT AND OWNER. AHU-015 WALL MOUNTED AHU DETAIL 1 /4" ALL THREAD ROD NOTES: 1. THIS ROOF STAND IS COMPLIANT WITH FLORIDA B LDG. CODE 2001. 2. ROOF STAND SHALL F3 F MANUF. BY "AVC OA" CORPORATION FT. I AUDERDALE, FLORIDA PHONE: (954) 584 6001 PHONE: (800) 266 7212 3. CONTRACTOR TO PROVIDE WIND LOAD CALCULATIONS SIGNED AND SEALED BY A FI-ORIDA RFGISTERFD STRUCTURAL ENGINEER FOR NON PRE —APPROVED CONFIGURATIONS. 4. WIDTH, HEIGHT AND LENGTH OF ROOFSTAND TO BE AS RFOUIRED BY BY FBC 2001, TABLE 1511.7 '--3" RAIL (I —BEAM) #6061—T6 ALUMINUM ALLOY ---1 "X18 GAGE GALVANIZED STRAP W/ 90' TWIST, 8 PER UNIT, 1 EACH SIDE OF EACH CORNER. FASTEN W/ THREE #14 S.S. SMS TO A/C UNIT & I —BEAM. I —BEAM d d 4 ° a \_1 /8" HILTY INSERT HDI-1/8", (TYP. OF 4) SHEET METAL EXHAUST DUCT TYP. VIBRATION ISOLATOR v (RUBBER GROMMET) TYPICAL CEILING CABINET A EXHAUST FAN WITH BACK DRAFTDAMPER, LOW NOISE AND NO VIBRATION. ` FRONT FACE GRILLE WITH FASTENING SCREWS EXHAUST FAN HANGING BRACKET (ADJUSTABLE) CABINET FAN DETAIL `} M3.0 3/8"(#14) METAL SCREWS AT 18" O.C., LENGTH AS REQUIRED TO INSURE FULL DEPTH NAILER PENETRATION. PROVIDE SPACERS AS REQUIRED TO ACCOMMODATE ALTERNATE LOCATION A ��` �� Y ~ C PRESSURE TREATED I 2X4 WOOD NAILER I B (METAL STUDS WHERE --- o REQ'D BY LOCAL A.H.J.) r- MAX. ALLOWABLE DIFFERENCE in ztlz „ A — CUj FASTNERS, 16 O.0 1.0 COUNTER FLASHING iw (FIELD SUPPLIED) BASE FLASHING (FIELD SUPPLIED) ROOFTOP UNIT LEVELING TOLERANC ES ROOF RIGID INSULATION (SEE ARCH.) ROOF DECK (SEE ARCH.) ►:'.. _ I ROOFTOP UNIT INSTALLATION NOTES ROOF MOUNTED HVAC EQUIPMENT 1/4" NEOPRENE RUBBER GASKET CONTINUOUS AROUND PERIMETER MIN, 1-1/2", 3 LB RIGID INSULATION WITH NEOPRENE COATING ON EXPOSED SURFACE (FIELD SUPPLIED) GALVANIZED METAL CURB (18 GA. MIN.) 1. DUCT TRANSITION FROM RTU TO DUCT SIZE SHOWN ON MECH. FLOOR PLAN SHALL BE MADE BETWEEN RTU & TOP OF ROOF WITHIN CURB, 2. SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE, 6" MAX. LARGER THAN DUCT SIZE SHOWN. COORDINATE W/STRUCTURAL PLANS. 3, INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION MANUAL. 4. ALL WIRING BY ELECTRICAL CONTRACTOR, 5. SHIM CURB AS REQUIRED TO PROVIDE HORIZONTAL INSTALLATION OF UNIT WITHIN PRESCRIBED TOLLERANCES 6. CONTRACTOR SHALL COORDINATE LOCATION OF ROOF CURB WITH STRUCTURE PRIOR TO INSTALLATION, 7. ROOF CURB BY AIR CONDITIONER MANUFACTURER, PROVIDE ADDITIONAL BRACING AND SUPPORT, AS REQUIRED FOR ROOF CURB INSTALLATION TO WITHSTAND WIND LOAD PER LOCAL CODES. 8. CURB TO BE HEAVY GAUGE GALVANIZED STEEL CONSTRUCTION AS RECOMMENDED BY MANUFACTURER, ALL FASTENERS SHALL BE CORROSION PROTECTED IF EXPOSED TO OUTDOORS 9. FOR A/C UNIT ROOFCURB, PROVIDE 3/8"X2-3/4" "RED HEAD" WEDGE -TYPE ANCHOR/TAPCON WITH MIN. EMBEDMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE NUMBER OF ANCHORS AS RECOMMENDED BY STRUCTURAL ENGINEER 10. CLEARANCE OF UNIT TO ABOVE FINISHED ROOF SHALL COMPLY WITH LOCAL CODE REQUIREMENTS: PAR. 1511.7 FOR FLORIDA BUILDING CODE, 2001 ED. SUPPORT-012 1 M3.0 ROOFCURB-00: HVAC EQUIPMENT ROOF CURB DE-ffAIL M3.0 L ROOF TOP UNIT CONDENSATE D SEE PLUMBING FOR CONTINUAL R/A DUCTWORk 14 SHIM CURB AS REQ'D TO LEVE ROOF OPENING (SEE NOTE #2) LOCKING QUADRANT TO BE EXPOSED FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER TIE TO STRUCTURAL SUPPORTS -- 2" WIDE METAL BAND SUPPORT i SQUARE TO ROUND ADAPTER GALV. STEEL ROD OR STRAP SUPPORTS PER SMAGNA STANDARDS SIDE TAKE —OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND MAIN SUPPLY AIR ADAPTER — DUCT, SEE PLANS FOR TYPE AND INSULATION ------------ GYPSUM BOARD CEILING ---------------- LOUVERED FACE CEILING DIFFUSER 1-1/2" X 1-1/2" X 1 /8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY —IN ALUM. PANEL i TYPICAL DIFFU DER DETAIL 'ONNECT SWITCH S/A DUCTWORK CURB WIDTH CONTROL CIRCUIT TO THERMOSTAT POWER CIRCUIT TO SERVING PANEL NOTES 1. DUCT TRANSITION FROM RTU TO DUCT SIZE SHOWN ON MECH. FLOOR PLAN SHALL BE MADE BETWEEN RTU & TOP OF ROOF WITHIN CURB. 2. SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE. COORDINATE W/STRUCT. DWGS (6" MIN. LARGER THAN DUCT SIZE SHOWN) 3. INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION MANUAL. 4. ALL WIRING BY ELECTRICAL CONTRACTOR. RTU-006 CONNECTION'TO RTU ' M3.0 NYLON DRAWBAND AND MASTIC AT EACH CONNECTION DIFFUSER-003 2 M3.0 MOTOR AND DRIVE OUT OF AIR STREAM MOTOR DOME RUBBER ISOLATOR ALL ALUMINUM WHEEL HUB & HOUSING DISCHARGE DOME W/ BIRDSCREEN RUBBER GASKET BETWEEN CURB & FAN HOUSING ANCHOR FAN TO CURB UL APPROVED DISCONNECT SWITCH UNDER HOOD MOTOR VENTILATION OPENING WITH LAG SCREWS PER PRE —TAB CURB 12" STRUCTURAL PLANS OR __ HIGH MIN. (2) ON EACH SIDE ELECTRICAL WIRING CANT STRIP (BY OTHERS) ROOF FELT FLASHING RUN FLASHING UP OVERLAP ROOFING UNDER FAN BASE �.� SET CURB IN L1 1 2x1 1/2x3/8" ROOFING CEMENT FASTENED TO ROOF AND FASTEN TO ROOF DECK DECK AND EXHAUST DUCT C W 1/2'0X 2-1/2" B TAPCON EXHAUST AIR DUCT ROOF STRUCTURE EM SCREWS 0 12" OC ALL AROUND. FANS-028 ROOF MOUNTED EXI-IAU-f FAN RUI M3.0 L ARCHITECTURE ENGINEERING PLANNING 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /5:37 . 081 1 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing Is the property of the above referenced Architect and Is not to be used for any purpose other than the specific project and site narned herein, and cannot be reproduced in any manner without the express written permission frorn the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO FIERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AMY HADLOW 3050 CARRIER AVENUE SANFORD, FLORIDA E a E VT Ej PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TEE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL NOT TO SCALT- HEAT TRAP (OMIT IF HEAT TRAP IS AN INTEGRAL PART OF HEATER) COLD WATER SUPPLY TO WATER HEATER. PROVIDE A 210'F r TEMPERATURE AND HOT WATER TO FIXTURES , 150 PSI PRESSURE AS SHOWN ON PLANS r RELIEF VALVE WITH TEST LEVER PROVIDE FULL PORT BALL SIZED WITH AGA/CGA SHUTOFF VALVES TEMPERATURE STEAM PROVIDE PIPE RATING 10% OVER UNIONS, DIELECTRIC HEATER INPUT. IF REQUIRED FOR PROVIDE A HARD DISSIMILAR METALS. COPPER RELIEF VALVE DISCHARGE THERMOSTAT AND LINE FULL SIZE OF PRESSURE REGU- VALVE OUTLET RUN LATOR FURNISHED TO INDIRECT WASTE WITH WATER HEATER. ----,.,.IN SAME ROOM OR PROVIDE A DRAIN TO OUTSIDE BUILDING PAN, RUN OVERFLOW 6" ABOVE GRADE WITH LINE TO EXTERIOR A VISIBLE AIR GAP IN OF BUILDING AT 6" SAME ROOM PER FLORIDA ABOVE GRADE OR BUILDING CODE 2001 SEC. NEAREST APPROVED 504.7 AND 504.7.1 INDIRECT WASTE. DRAIN VALVE BY HEATER MANUFACT. DRAIN PAN WITH MINIMUM 2" HIGH SIDES PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. SET HEATER THERMOSTAT AT 120' F. WATER HEATER SCHEDULE/DETAIL SLOPE OF HORIL. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1 /4 3to6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2001 c_)HOC K ARRETOR C H E D U L E P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. P0.1 PLUMPING SHEET INDEX PLUMBING NOTES, LEGENDS, AND DETAILS P1.0 PLUMBING FLOOR PLANS P1.1 PLUMBING ROOF PLAN P2.0 PLUMBING WASTE & VENT PARTIAL FLOOR PLANS P2.1 PLUMBING DOMESTIC WATER PARTIAL FLOOR PLANS P3.0 PLUMBING RISER DIAGRAMS P4.0 PLUMBING DETAILS PLUMPING LEGEND CO CLEAN OUT 5 -5 SANITARY SEWER PIPING COTC CLEAN OUT TO GRADE S - - - S VENT PIPING FD FLOOR DRAIN DOMESTIC COLD WATER PIPING CW DOMESTIC COLD WATER S- - CD CONDENSATE PIPING VTR VENT THRU ROOF m GATE VALVE S'4-S PIPE RISE UP # 5__>_5 PIPE DOWN OR DROP 4 WATER HAMMER ARRESTER (PDI No.) E CAPPED END OF PIPE ® FD FLOOR DRAIN POINT OF CONNECTION P-TRAP PLUMPING EXTURE `�)CHEDULE HANDICAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL LAV-1 #0321.075. WHITE, WITH FAUCET SYMONS MODEL S-20-0-GR. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY JOSAM MODEL #17100. SUPPLY TRUBRO MODEL #1020 HANDI LAV-GUARD INSULATION KIT. MUST MEET A.D.A. CODE. HANDICAPPED WATER CLOSET - FLUSH VALVE, BOWL; FLOOR MOUNTED, SIPHON JET, WC-1 VITREOUS CHINA WITH ELONGATED RIM AND A 1-1/2" TOP SPUD AND 18" HIGH AMERICAN STANDARD 3043.102 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET WITH A SLOAN ROYAL #111 FLUSH VALVE AND A CHURCH #9500C OPEN FRONT SEAT LESS COVER. FD-1 FLOOR DRAIN, JOSAM MODEL 30003-5A-50-Y, 3" W/ 4" DEEP SEAL 'TRAP. SINGLE STAINLESS STEEL SINK, 25X22 DAYTON MODEL #K-12522 WITH CHICAGO S-1 FAUCETS MODEL #786E3-CP KITCHEN 5-3/4" SPREAD GOOSENECK WITH 4" WRIST BLADE FAUCET HANDLES. FIAT MODEL MSB-3624 MOLDED STONE MOP BASIN WITH DRAIN BODY AND FLAT MSB-1 STRAINER. SPEAKMAN "COMMANDER" SC-5811-RCP CAST BRASS SUPPLY. FITTINGS: 3/4" HOSE COUPLING DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER NO. 889-C MOP HANGER & 10" HIGH GUARD WALLS. HANDICAP/DRINKING FOUNTAIN, SUNROC BI-LEVEL MODEL ADA-8-BL-WF1 , WALL EWC-1 MOUNTED BARRIER FREE, 7.5 GPH. SUPPLY ANY ADDITIONAL WALL CARRIERS REQUIED FOR COMPLETE INSTALLATION. MUST MEET A.D.A. CODE. 1/5 HP 5.1 FLA 455 W 115 V. RD-1 ROOF DRAIN: JOSAM 21500-3. USE EXTENSION IF NEEDED. WHE-1 WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V. 10 4.5 KW LOCHINVAR TALL MODEL ETJ-030-KK. HB-1 HOSE BIBB, WOODFORD MODEL 84, ANTI -SIPHON WALL HYDRANT TP-1 TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS P1-500 OR P2-500. FOR DETAIL SEE SHEET P4.0 YH-1 POST YARD HYDRANT, WOODFORD MODEL Y30. PROVIDE WITH MODEL 37HD2 BACKFLOW PREVENTOR. GENERAL NOTES: (1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. 2) - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2001. (3) - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED -TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF "THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. PLUMBING NOTE 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2001, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK, 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS, 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 15.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 19. PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. 20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS, 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 23. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2001 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. 24. CONDENSATE LINES SHALL NOT DRAIN ON 'THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES NEED NOT COMPLY WITH MIN, CLEARANCE REQUIREMENTS PER FBC 2001, PAR. 1522.3.5 25. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 26. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. 27. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE -TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES, INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ARCHITECTURE ENGINEERING PLANNING 9 B m 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for on purpose other than the specific Project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CHARGE AMY HADLOW PROJECT MANAGER F. L'ESTRANGE QUALITY CONTROL S. ALLEN PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA H tz PLUMBING NOTES, LEGEND AND DETAILS ] E F_ b .. I I I I I I I I I I 1 C C2.D 2.7 3 �4� ---------------------- ---------------------------- -------- --- � I ... � I � I I I I � I I I I I I I I � I � I � I � I �J r CII I � I I I I - � I I I I I I I I I I I � I I _ � I I i I I i I � I _ � TERMINATE WITH BALL TYPE SHUT-OFF VALVE J I FOR FUTURE E PANSIOIPLUG ALL VACUUM BRANCH INES AND "DROPS" TO BE 3"0. (YP) CLEAN OUT — - E - - - — - - -o ESE REDUCE PIPES TO 1 2" FOR kI CONNECTION TO REELS S u IS ® 3/4" _1 a 11 U0 I� y> 0 o ( 10 Iq"0 I;r IUA 4 0 4"DOWN SPOUT SPILL I ' I ON GRADE. o VACU. 4" OW DRAIN LINE BELOW 12 COMP. WORK AREA GRADE 01/8"/FT. TO OIL I F1 UIOS 123 I g INTERCEPTOR. IE:59.15' FOR<- I 121 I� 3 3 CONT, SEE CIVIL PLANS. r• :�\��P2.0 P2.1 xx L1 q LE �3/4" l � /4" �� 1 ° r W�i 8 2„� x BA"7 4"DOWN SPOUT SPILL I O 0 ON GRADE. I �,✓� 11 q 6 4"STORM DRAIN LINE BELOW 4"DS ° SIDEWALK & SPILL IN DRIVEWAY. Q 4" SAN LINE BELOW GRADE 01/8"/FT. I.E.: 59.15' FOR i HALL-4 ,!LIEN CKE 4 2000 Goun o CONT. SEE CIVIL PLANS. _ I \ I Qx R.J. MA, 1 1 V � \\ ��I � � `i' Gio x i7To -- ECLI_ ` /y_ c_-1..15 _ 1 1 x OMIEN S -�� ��,�. EIT I ��� ,9g00 Colton �3" /rMAIItlTT.� 1= MAINT�) wut,.r 3 _ P2.1 P2.0 -I)1Ij x 17.'ratl O B-1 . I / 7l -9I1E& 4" SCH 40 VgDRAIN LINES. COORDINATE �' r "� - ..... 3/4" g-1/2„ 1 II - 10A NOTE: SEE CANOPY VENDOR DRAWINGS FOR STORM DRAINAGE PIPING. CANOPY STORM WATER TO SPILL ON GRADE. I OTE: ALL COMPRESSED AIR, WINDSHIELD WASHER FLUID, AND VACUUM LINES HUNG FROM CANOPY UNDERSIDE WITH GALVANIZED UNISTRUT BRACKETS. I I 4"STORM DRAIN LINE THROUGH . r . o - WALL AND SPILL ON GRADE. 3- I RO 2 I P2.0 P2.1 17 4_ - •�'-- •- - •��3"COLD WATER LINE BELOW GRADE SEE CIVIL PLANS FOR 1-1/2 COLD WATER CONTINUATION. WITH BALL VALVE x PIPE SLOPE AN NVFRT ELEVATIONS WITH o rJ r 1410 CAR WASH QUIPM T INSTALLER. �I - _TTTT - �, F - - 6" SCH 40 PVC DRAIN LINE. ORDI%TE ' c PIPE SLOPE AND INVERT E ATIONS 5F, CAR WASH QUIPMENT I TALLER. ROUTE� ' 0 WASH SUMP TO _ (_�,y _ DRAIN LINE FROM C 1� T�I�Ja �� (�� -t �``` t o _ RECLAIM TANK. o I v _ 1z FCO o 6" L___-J- CAR WASH RECLAIM TANK. PROVIDED AND INSTALLED BY GENERAL CONTRACTOR 6" OW DRAIN LINE BELOW GRADE 01 /8"/FT. TO OIL INTERCEPTOR. I.E. 59.65' FOR CONT. SEE CIVIL PLANS. 4" SAN LINE BELOW GRADE 01/8"/FT. I.E.: 58.74' FOR CONT. SEE CIVIL PLANS. _ _L .___._-..___�--- _-- -�----_._____.._ , -_._ ._-�____.. 6 � FCO „ 0 ELEC. _ _ _ _ __—_ _ _—_ _ _ ---------- EFMCE �-----------------------------------3/4-"-------------- HB-1 107 3 " 1 / " - 101 ---- �-� r STO JC STO FIALL- 104 ; ro3- 102 M.I.S. -,- _,=L I r ------------------------J---------------------------------------- �\ 1 irW I ME�ioc i 1 MC.IV�J2 2 `L7-- — — 2 -� � i rr � P2.0 P2.1 F17T �J FINISHED FLOOR 4" FWJ--3 I ELEVATION: 62.15' CUSTOMER SERVICE AREA I � 110 I r—aBREAK I �� ROOM OFFICE 12 12 I � 12 i 3/4" I - ---- i I F-1 171 y,�p�� ...`. `. .l.L..—.L . . .`•`. . . `. . .`... `.Y.. . ....... .......... .............. 4"STORM DRAIN LINE BELOW-1 GRADE 01/8"/FT FOR CONT. SEE CIVIL PLANS. 4"STORM DRAIN LINE BELOW 4"STORM DRAIN LINE BELOW GRADE @1/8"/FT FOR CONT. GRADE 01/8"/FT FOR CONT. SEE CIVIL PLANS. SEE CIVIL PLANS. 1 PLAN NORTH PLUMBING FLOOR PLAN P 1 OJ SCALE: 1 /8 1$— ON (D) CAR WAS-H NOTE 1. PLUMBING CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR PHASING SEQUENCE OF WASH BAY EQUIPMENT INSTALLATION AND BUILDING CONSTRUCTION. 2. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ALL WATER AND WASTE CONNECTIONS TO CAR WASH EQUIPMENT THAT IS PROVIDED AND INSTALLED BY BELANGER COMPANY. REFER TO BELANGER COMPANY DRAWINGS THAT ARE PART OF CONTRACT DOCUMENTS. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPING AND MISCELLANEOUS MATERIALS AS REQUIRED FOR HIS WORK TO INSURE A COMPLETE OPERATIONAL SYSTEM. COORDINATE INSTALLATION WITH BELANGER COMPANY REPRESENTATIVES. 3. PLUMBING CONTRACTOR SHALL PROVIDE -TWO ONE INCH BALL VALVE CONNECTIONS WITH HOSE BARBED FITTING IN VINCINITY OF EACH INSTA-KLEEN CONTROL CENTER. LOCATE BALL VALVES 8'-0" ABOVE FINISHED FLOOR. COORDINATE TYPE AND LOCATION OF FITTINGS WITH CAR WASH EQUIPMENT INSTALLER. 4. PLUMBING CONTRACTOR SHALL PROVIDE TWO ONE INCH BALL VALVE CONNECTIONS WITH HOSE BARBED FITTING IN VINCINITY CAR WASH R/O UNIT. LOCATE BALL VALVES 8'-0" ABOVE FINISHED FLOOR. COORDINATE TYPE AND LOCATION OF FITTINGS WITH CAR WASH EQUIPMENT INSTALLER. 5• PLUMBING CONTRACTOR SHALL PROVIDE TWO 1/2 INCH FPT FITTING AIR CONNECTIONS. COORDINATE TYPE AND LOCATION OF FITTINGS WITH CAR WASH EQUIPMENT INSTALLER. KEYED NOTES: (THIS SHEET ONLY 0 1/2" AIR BRANCH TO LIFT. REDUCE TO CONNECT TO AIR TUBING. 2 1/2"CW DN TO EMERGENCY EYE WASH. DRAIN TO BE ROUTED THROUGH WALL AND SPILL ON GRADE. 3 ROUTE 1" AIR HEADER TO BAYS #1 & #2 AIR DROP. PROVIDE 1/2" FPT FITTING FOR WACH DROP. COORDINATE LOCATION WITH BELANGER PLANS. (4) 3/4" AIR BRANCH FROM HEADER TO HOSE REEL �OROUTE 1--1/2" WATER LINE TO (2) 1" CONNETIONS TO ]CC #1 FRESH WATER FEED AND (2) 1" CONNECTIONS TO REVERSE OSMOSIS FRESH WATER FEED. PROVIDE 1" HOSE BARB CONNECTION 0 96" AFF. COORDINATE LOCATION WITH BELANGER PLANS. 1" MOTOR OIL BRANCH FROM HEADER. REDUCE DOWN TO 1/2" TO HOSE REEL. 1-1/2" COMPRESSED AIR HEADER, D 1" MOTOR OIL HEADER. 1" SEAMLESS STEEL TUBING X 0,065" WALL THICKNESS. O4" TRAP, ROUTE 4" WASTE LINE TO OIL INTERCEPTOR. 10 1" COMPRESSED AIR HEADER. SCH 40 BLACK PIPE. 11 3/4" TYPE K COPPER PIPE - W/W FLUID 12 4 ST UP TO ROOF DRAIN. 4" SAN LINE BELOW GRADE 01/8"/FT. I.E.: 58.74' FOR CONT. SEE CIVIL PLANS. - 4"STORM DRAIN LINE BELOW GRADE 01/8"/FT FOR CONT. SEE CIVIL PLANS. ELEC. ��—r 11 5 3/4" B-1 17IL-2 02 06 M.I.S. i 10-80 , I\ _ _' _ '�'' 4-i`` _.1 E L 2 2 P2.0 P2.1 _ FCk 4" HALL-3 I CUSTOMER SERVICE AREA FREAK ROOM• OFFICE 111A jj---- e ..... .. ....... 12 ' I 12- I 0 I 1 PLUM IN L P 1.0 SCALE: 1 /�� 1 *—on -�ALTERNATE .. 0 1 GREENBERG FARROW ARCHITECTURE ENGINEERING PLANNING IN a N 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpase other than the specific project arid site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL. SEAL. PROFESSIONAL IN CHARGE AMY HADLOW PROJECT MANAGER F. L'ESTRANGE EQUALITY CONTROL S. ALLEN PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA (FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PLUMBING FLOOR PLAINS SHEET NUMBER E a N � CO-- - - - (D Q) ARCHITECTURE ENGINEERING PLANNING v M >a 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03431405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL IN CHARGE AMY HADLOW PRO✓E'CT MANAGER F. L'ESTRANGE QUALITY CONTROL S. ALLEN PRO✓ECT NAME THE HERTZ CORPORATION Facilit►es & Construction HERTZ QTAFACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA PLUMBING ROOF PLAN SHEET NUMBER L F h h h P; 1 MAINTENANCE BLDG P2.0 SCALE: 1 /4" . 1'-0" Z OFFICE BREAKROOM & P2.0 SCALE: 1 /4"=1'--0" 3 IFLUID STORAGE AND P2.0 SCALE: 1 /4" r 1$--o" W 4 DOMESTIC WA P2.0SCALE: 1 F GR.EENBERG FARROW ARCH ITECTU RE ENGINEERING PLANNING N N 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 08"1 1 FAX 732 / 5 3 7 _ 083"1 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ_ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL mom PROFFSSI®NAL IN CHARGE AMY HADLOW THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA ['Z►�17 J E ri 8 N W n h O 0i I / � L I I I\ i � 1/2" \ PR'yER S�UPPI Y \ pOWN W/ 7 VALVE INRISE; --SE1-3/P4: r LAV-li W -1 V�C-1 E I— ----� — — — \ _ J ��''• - 1�l9 LOCATED IN WALL PROVIDE AN ACCESS PANEL. FOR SIZES SEE P3.2. (TYP) FOR DETAIL SEE 2/P4.0. SEE P3.0 FOR PIPE SIZES 1 MAINTEN A'O"6E BLDG. RESTRO®MS P2.1 SCALE: 1 /4" 1'_0" — 1/2"CW FOR REFRIGERATOR ICE -MAKER FOR DETAIL SEE 12/P4.0 m 2-1/2"CW & 3/4" HW FOR C T. SEE 1/P1.0 WHE-1, SEE ahl w ►,, NoSHEET P01 I I I I I I I I SHUT OFF VALVES TO BE ACCESSIBLE ABOVE FINISHED CEILING (TYP) 2"CW & 3/4" HW FOR CONT. SEE 1/P1.0 1/2" TRAP PRIMER JUPLY DOWN W/GATE VALVE I RISE; SEE 3/P4.0 (IF-- n— — — — — — — — — — — — — — — — — — — LOCATED IN WALL ROVIDE AN ACCESS \ j \ I ANEL, FOR SIZES SEE i WC_ 1 \ a 3.0. (TYP) P) FOR DETAIL EE 2 P4.0. \ r I I Ir I i .xl o 'i X ' CFL_ EWC-1 E I I SEE P3.0 FOR PIPE SIZES 1 I P FF VALVES TO BE ACCESSIBLE ABOVE FINISHED CEILING (TYP) �l I I II I I I II I I I I II 2 VI-rtrit, tjKt P2.1 SCALE: 1 /4"= 1®®" W..I r ` i o'er — -1/2"CW TP LINE TO FLOOR DRAIN TRAP (TYP) I I I I J — 5-1 FIREBALL OIL PUMP TANK MOUNT (FBO) �- - OIL LINE FROM PUMP PTO OVERHEAD REELS IFOR CONT, SEE 1/P1 2" SCH 40 GALVANIZED VENT PIPE' WITH RISER & TERMINATE WITH UPFLOW VENT. (TYP) WIN OW WASH FLUID AND COMPRESSED AIR AND VACUUM LINES TIGHT TO CANOPY STRUCTURE FOR CONT. SEE P1.0 -3/4" CW FOR 1/2 CA CONNECTION I CONT:- EE P1.0 TO OTOR OIL PUMP. (TY) > � � I O I I O FULL SIZE PUMP o - BY-PASS j I I 3"CW FOR CONT. BP-1 3" WATER SERVICE SEE 1/P1.0 ENTRANCE WITH 3" _ f SHUT-OFF VALVE j I 3/4" DN BELOW FLOOR WITH 1 j _ _SHUT OFF VALVE 48" AFF. �� ' - -�i 3"CW FOR CONT. L-________...___ - I I ROUTE`WATER TO YARD SEE 1/P1.0 HYDRANT ON FUEL ISLAND. ALL STORAGE TANKS -� PROVIDED BY OWNER t,_CON SEE P3.0 FOR PIPE SIZES _—CW FOR T. SEE P1.0 0 USED OIL PUMP WALL Yf .. 1-1/2" CA HEADER FOR n MOUNT (FBO) ' ` CONT. SEE 1/P1.0 FLUID STORAGE AND E9!il ENT RC® DOMESTIC WATER BOOSTER PUMP ROOM P2.P2.1 SCALE: 1 /4" — V-0" 1 SCALE: 1 /4" � 1'-0" ARCHITECTURE ENGINEERING PLANNING � � 9 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 / 5 3 7 . 0831 COPYRIGH t NOTICE This drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and connot be reproduced in any manner without the express written permission frorn the Architect DRA WING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31405 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL PROFESSIONAL IN CRARG3E AMY HADLOW PROJECT MANAGER F. L'ESTRANGE QUALITY CONTROL S. ALLEN PROJECT NAME THE HERTZ CORPORATION Facilities & Construction HERTZ QTA FACILITY 3050 CARRIER AVENUE SANFORD, FLORIDA F 9 L 4" OILY WASTE ROUTE TO OIL INTERCEPTOR. SEE CIVIL PLANS FOR CONTINUATION. 4" 2"VIR I I 12" 2"VTR 4"S SEE CIVIL PLANS FOR CONTINUATION. 4" q 1 LAB YH / I I Y"�3Z4" . ei 3/4^ FULL SIZE PUMP BY—PASS. 1-1/2" BALL VALVE, WATER NORMALLY CLOSED. SERVICE TO CAR WASH I ` . EQUIPMENT. SEE CAR WASH 3" SHUT—OFF ' 2" VENDOR DRAWINGS FOR VALVE CONTINUATION. �. 30 P9 \ 3" ":30 ��G��ON\ 3" .' FOR PUMP DETAIL SEE / 4/P2.1 &10/P4.0. 3" 3/4 2" • ` ` t .' 2� 1/2"' I 3/4" . HB_1 1/2 I 3/4 IAV l � I "B" WATTS DET-5 THERMAL J 1 t I EXPANSION TANK. INSTALL PER I I (3/4" 1/2" i 13/4" —1 MFR'S INSTRUCTIONS tx WC I LAV 1 W�_1 � .� TRAP PRIMER VALVE & 3/4" � ' •k I DISTRIBUTION UNIT SEE MSB 1 i DETAIL #3 SHEET P4.0 2"VTR I HB 1 ` \ WC-1 FD-1 W�AH "B" LAY m _ 3/4" ®` ®1 1 /2 EWC 1 6" OILY WASTE ROUTE TO OIL INTERCEPTOR. SEE CIVIL PLANS FOR CAR WASH RECLAIM CONTINUATION. TANK. SEE CAR WASH 7 VENDOR DRAWINGS FORDETAIL. CAR WASH TRENCH DRAIN. FOR DETAIL SEE ARCHITECT AND CAR WASH VENDOR DRAWINGS. FCO 1-1 /2' 4"S SEE CIVIL PLANS FOR CONTINUATION. 4^ i I I S-11 " WCO 1/ j / <'K i v 1 /2" 1/2" V I 1/2" ICE MAKER 13/4- S-1 2 D® I P3.0 SCALE: NONE 21 ARCHITECTURE ENGINEERING PLANNING m m 6 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 081 1 FAX 732 / 5 3 7 . 0831 COPYRIGHT NOTICE This drawing is the property of the above referenced Architect and is riot to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect DRAWING ISSUE RECORR DATE DESCRIPTION 03/14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL pROF_FSSlONA/_ /N CRARLs_F AMY HADLOW PROJECT MANAGER F. L'ESTRANGE QUALITY CONTROL S. ALLEN PROJECT NAME THE HERTZ CORPORATION Facilities & Construction 3050 CARRIER AVENUE SANFORD, FLORIDA PLUMBING RISER DIAGRAMS ,SAFEET NuAIRER Lw 1 ) Edo P3.0 SOLE: NONE J F i REMOVABLE PLUG ROOFTOP UNIT EXTEND CONDENSATE PIPING ON THE ROOF TO NEAREST ROOF DRAIN. - ¢ -F �i N ROOF CURB L",j Q PIPE SUPPORT PROVIDE MEMBRANE UNDER SUPPORT i -ROOF 1 RTU CONDENSATE DRAIN DETAIL P4.0 SCALE: NONE EXTRA HEAVY DUTY CAST IRON ADJUSTABLE SCORIATED SECURED COVER. BRONZE TAPER THREAD PLUG FLUSH WHT1 WITH COUNTER SUNK HEAD FLOOR LINE v 0 2., o � 45' WYE AND 1/8TH BEND FLANGE FTTING OR COMBINATION FITTING WASTE LINE LENGTH NOTE: TO SUIT INSTALLATION SHALL BE FLUSH WITH FINISHED FLOOR SURFACES. FLOW TYPICAL P4.0 SCALE: NONE FINISHED FLOOR 1-1/2" TANK FILL AND DISCHARGE PIPING BY PLUMBER. FLOW OUT DETAIL A PRE -CHARGED HYDRO- PNEUMATIC 170 GALLON STORAGE TANK. 3" 200 WOG BUTTERFLY VALVE BRAIDED STEEL FLEXIBLE CONNECTION AT SUCTION AND DISCHARGE MANIFOLDS, INSTALL PER PDI HOT OR COLD WATER SUPPLY STANDARDS AND IF HORIZONTAL BRANCH IS LESS THAN 20' MANUFACTURER'S LONG, PROVIDE ONE WHA AT END OF LINE. — PDI i INSTRUCTIONS. IF BRANCH IS GREATER THAN 20' LONG, SIZE PROVIDE A WHA PROVIDE ANOTHER WHA IN MIDDLE, EACH „A„ AT ALL QUICK- SIZED FOR HALF THE FIXTURE UNITS. CLOSING VALVES. SINGLE FIXTURE -MULTIPLE FIXTURES PDI SIZE PIPE SIZE 1 /2" 3/4" FIXTURE UNIT LOAD 1-11 12-32 33-60 61-113 A B C ill D 1-1/4" E 1-1/2" 114-154 F 2" 154-330 FIXTURE UNIT TABULATION FIXTURE OLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 3 -- LAVATORY/SINK 2 2 SHOWER/BATHTUB 2 2 DO NOT PROVIDE AIR CHAMBERS. PROVIDE WATER HAMMER ARRESTERS BY J.R. SMITH, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE # 1010 AND ANSI # Al 12.26.1 M CERTIFICATION, INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE ACCESSIBILITY TO "WHA" WHERE REQUIRED BY LOCAL CODE. Z WATER HAMMER P4.0,/SCALE: NONE MAY EXTEND OR VENT FOR WALL C, ARCH. DWGS C.I. CLEANOL CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER WASTE LINE LENGTH 1/8" TO SUIT LINE WAS FLOW 6)WALL CI P4.0 SCALE: NONE 3" DOM. WATER SERVICE. FOR CONT SEE PLANS. 3" BRONZE GATE VALVE, BY-PASS NORMALLY CLOSED DIELECTRIC UNION 3" GATE VALVE FOR BUILDING ISOLATION SEAL RISER THRU SLAB WATERTIGHT SYSTEM DRAIN. ROUTE TO I EXTERIOR WALL OR NEAREST 6J FLOOR DRAIN 3" DOM. WATER SERVICE SEE PLAN BEND AND END OF CLEANOUT TE LINE TIGHT AS POSSIBLE TO WALL PROVIDE WALL BRACKETS AT 48" INTERVALS \, I - EXTERIOR WALL TIGHT AS POSSIBLE TO WALL PROVIDE WALL BRACKETS AT 48" INTERVALS - EXTERIOR WALL TIGHT AS POSSIBLE TO WALL PROVIDE WALL BRACKETS AT 48" INTERVALS CLEANOUT TEE \ CLEANOUT TEE BRANCH BRANCH FINISH FLOOR x FINISH GRADE \ \ FINISH FLOOR X\N 1 ;1 ,: \ SLEEVE AND SEAL THRU WALL ja. •, \ SLEEVE AND SEAL JAY R. SMITH THRU WALL DOWNSPOUUTTNOZZLE OZZ OFFSET TO INVERT AT SITE (BELOW FROST LINE) FINISH FLOOR " SPLASH FINISH GRADE BLOCK PENETRATE ABOVE FOOTING 4 4 4 BY SITEWORK \ 5'-0" BY PLBG. CONTR. CONTRACTOR 4 ®®E DRAIN LEADER DETAILS CHROME PLATED P4,0 SCALE: NONE SC E UTCHEON AT WALL 3/4"x1/2" TEE. I C.W. SUPPLY I HEADER IN WALL - - - - - - - L----�-------------_� TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS P1-500 OR P2-500 AG-500 AIR GAP FITTING 00U DISTRIBUTION UNIT SECURE DISTIBUTION UNIT TO BACKING SHEET BETWEEN STUDS 1/2" COPPER TUBIING TRAP SUPPLIES. ROUTE BELOW FLOOR TO PPP DISTRI®TUION UNIT SCHEDULE NO. OF DRAINS DISTRIBUTION UNITS 1 NONE DU-2 3 DU-3 4 DU-4 5 DU-2 & DU-3 6 DU-3 & DU-3 FLOOR DRAIN TRAPS. SEE PLANS FOR EXACT NUMBER OF LINES. NOTE: MOUNT THE TRAP PRIMER VALVE ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 3 P PRIMER DETAIL (TP- P4.0,/SCALE: NONE PUMP STATION NOTES: 1) SECURE THE PUMP FRAME AND STORAGE TANK 4) PROVIDE ALL NECESSARY DRAINS AND SAFETIES TO THE SLAB USING HILTI KBII EXPANSION BOLTS. AS REQUIRED BY LOCAL CODE. 2) ALL 3" PIPING SHALL BE STAINLESS STEEL, 5) PIPE ALL DRAINS AND SAFETIES TO THE MOP SCHEDULE 40. SERVICE BASIN WITH APPROPIATE AIR GAP. 3) PROVIDE GATE VALVES AT ALL DRAIN LINES FULL 6) ALL PIPING, WITH THE EXCEPTION OF THE PRE-FAB SIZE OF DRAIN CONNECTION, PUMP ASSEMBLY, SHALL BE INSULATED PER SPECIFIED ON DRAWINGS. PUMP SYSTEM SYSTEM MAXIMUM SYSTEM MINIMUM SYSTEM MAXIMUM SYSTEM MINIMUM LEAD PUMP LAG PUMP STORAGE N0. GPM DISCHARGE PRESSURE DISCHARGE PRESSURE SUCTION PRESSURE SUCTION PRESSURE HP TDH GPM ELEC HP TDH GPM ELEC TANK BP-1 135 60 PSI 23 PSI 35 PSI 17 PSI 5 98 FT. 87 460V 3PH 5 198 FT. 87 460V 3PH 170 GALLONS 10 WA P4.0 SCALE: 1/2 x=1 I -ON 11ITWICAL P4.0 SCALE: NONE TOP BEAM CLAMP - BUILDING STRUCTURAL MEMBER I' I ' I I I I I HANGER ROD TYPICAL MAIN CLAMP 1 /2" GATE VALVE FAUCET WITH 3/4" HOSE CONNECTION VACUUM BREAKER 1 /2" DRAINLEG 1/2" DRAIN COCK �L rig HANGER FOR SCALE: NONE WALL FINISH SIDEWALK ROUTE STORM PIPE THROUGH SIDEWALK AND SPILL OUT THROUGH CURB. SLEEVE AND SEAL THRU WALL TOP BEAM CLAMP BUILDING STRUCTURAL MEMBER I' I ' I' I I I LJ HANGER ROD TYPICAL -INSULATED PIPING -CLEVIS TYPE PIPE HANGER -INSULATION SHIELD UNDER INSULATION NOTE: PIPING SHALL BE SUPPORTED PER THE BUILDING MANUFACTURERS RECOMMENDATIONS. BACKING BOARD FASTENED BETWEEN STUDS PLASTIC ICE MAKER BOX AND FACE PLATE. SECURE TO STUD WALL AND BACK BOARD. BRASS QUARTER TURN SHUT-OFF VALVE. 1/2"MIP/SWTxt/4"COMP WITH SELF-LUBRICATING TEFLON SEATS. LSP P-06288 OR EQUAL. STUD WALL 1/2" COPPER PIPING IN WALL CONTRACTOR TO VERIFY THAT EQUIPMENT IS FURNISHED WITH BACKFLOW PROTECTION. IF IT IS NOT THEN FURNISH AND INSTALL THE FOLLOWING: *FOR WATER ONLY MACHINES USE WATTS H7C AFTER ANGLE VALVE. COORDINATE FINAL LOCATION W/OWNER. 1 CESSED VAL C T D AI L P4.0 SCALE: NONE —1 ARCHITECTURE ENGINEERING PLANNING 265 DAVIDSON AVENUE/ SUITE 400 SOMERSET, NEW JERSEY 08873 VOICE 732 /537 . 0811 FAX 732 /537 . 0831 COPYRIGHT NOTICE rhis drawing is the property of the above referenced Architect and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Architect BRA WING ISSUE RECORD DATE DESCRIPTION 03 14 05 50% REVIEW SET 03 28 05 75% REVIEW SET 03 31 05 95% REVIEW SET TO HERTZ 04 12 05 BUILDING PERMIT SET REVISION RECORD NO. DATE DESCRIPTION PROFESSIONAL SEAL: / v1Y vE/ v 76 P1?®FESS.10NA/- IN CHARGE THE HERTZ CORPORATION Facilities & Construction HERTZ QI°A F CILIff 3050 CARRIER AVENUE SANFORD, FLORIDA L- ISSUE n n n n n I, Z �li ,�IIII �,4,III If,l I I' ,, ,,I 1 � III ,;I� I"' 111 �� I j � �� �'�; � �1� I I�. ��:� !� � I i i � :�' ��I� Ili.L !�II (I , I' � �;� I � ,; . IITIn• I Ii 1�I I IR II I,I r I c! II�pII�h�I t I - �.� � I ',� ill 'I� � - SYSII � ''. il�f '"t ��Illll�II)i II! �l� �I��1EM ����I I. I ,L;I,lip �I!�' � U..'1161. 1� �� l � II :, it L_. i-, ! �. '.,i ,. � �, I:. r',`• 'I ,,, , : , .;, I I I, ,I �Ii III II I i I �► d I I I 'I I I l _J 00 DRAWING LIST C---01 FUELING ISLANDS AND APRON PLAN C---02 FUELING ISLANDS AND APRON PLAN SECTIONS AND DETAILS C-03 TANK TOP CONCRETE PLANS, SECTIONS AND DETAILS C-04 TANK DEADMAN AND ANCHORS PLANS, SECTIONS AND DETAILS `7i: r 1 IFLORIDA- t i I..I l� I.I.� lI" L'�l�llli;11 I II,,. 11�1 II I�i ! I . II' i!�j �;� !�l�I,I;i I' , �p' ill �,� i�LI I�,� it it ���'rr'' I� Ii i,i j.; ll�.� � II;;,�.! !I 'll III! (II ��;, � ll,- I E-01 DISPENSER AREA CONDUIT PLAN E--02 TANK AREA CONDUIT PLAN E-03 VEEDER ROOT SENSOR DETAILS E-04 PETROLEUM SYSTEM ELECTRICAL AND SIGNAGE DETAILS E-05 ELECTRICAL EQUIPMENT LAYOUT E-06 PETROLEUM SYSTEM ELECTRICAL SCHEMATIC P---01 FUEL PIPING PLAN P-02 DISPENSER PIPING DETAILS P-03 TANK PIPING DETAILS P-04 TANK ELEVATION AND DETAILS N-01 SPECIFICATIONS AND NOTES SHEET 1 OF 2 N-02 SPECIFICATIONS AND NOTES SHEET 2 OF 2 FOR BY DATE — FOR REVIEW ONLY FOR APPROVAL — FOR BID u — FOR CONSTRUCTION El —FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo: WAN Client: Address: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: DRAWING LIST Jacques ure Whitford X/d, Company Inc. 27 Congress Street, Portsmouth, NH 03801 USA, del: 16031 431-4899 NUMBER: 00 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT rr SHALL Nor BE GIVEN OU'r, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PVRPOSE TO WHICH Ir REFER, Siarnp: DESIGN: RONALD ©. LAURENCE JR. JC13 FLORIDA PROFESSIONAL ENGINEER #5/713 DRAWN: JCB _ CHECKED. % JSC �" / DATE: - - - ti j j s 03/31 /05 SCALE: i y 1:1 NOTE; BASE MAP PROVIDED BY CREENBERG FARROW. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES, THESE PLANS ARE TO DEPICT THE PE AND ISLANDS ONLY, REFER TO THE i AND CIVIL DRAWINGS FOR CANOPY, F( OTHER DETAILS, SEE ARCHITECTURAL DRAWINGS AND 'I ADDITIONAL HERTZ FUELING FACILITY I INFORMATION. If IS A VIOLATION OF LAW FOR ANY I THE DIRECTION OF A LICENSED PROFE SURVEYOR, TO ALTER ANY ITEM IN TV THIS PLAN IS ALTERED, THE ALTERING AFFIX TO THE ITEM HIS SEAL AND "rH BY FITS SIGNATURE AND 'THE DATE OF DESCRIPTION OF THE ALTERATION. IT IS 1HE RESPONSIBILITY OF THE COI DRAWINGS AND SPECIFICATIONS A5S01 SCOPE PRIOR TO THE INITIATION OF C CONTRACTOR FIND A CONFLICT WITH SPECIFICATIONS OR APPLICABLE CODE RESPONSIBILITY TO NOTIFYTHE PROJE( PRIOR TO THE START OF CONSTRUCTI NOTIFY THE PROJECT ENGINEER SHALT RESPONSIBILITY BY THE C0N rRACTQR DEFINED BY THE DRAWINGS AND IN FI REGULATIONS AND CODES. n n n n ISSUE FOR BY DATE — FOR REVIEW ONLY — FOR APPROVAL — FOR DID Cl - FOR CONSTRUCTION — FOR AS BUILT NOTES: BUILDING PERMIT SET JFI 04/12/05 No. D _SCRIP IIUN BY DATE REVISIONS Logo: Client: THE HERTZ CORPORATION Address: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: FUELING ISLANDS AND APRON PLAN Jury ord Colilpony Inc. 27 Congress Street, Portsmouth, NH 03801 USA, Tel: 16031 431-4699 NUMBER: NHP-05041-C-01 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Scamp: RONALD U. LAURENCE JR. DESIGN: JCB FLORIDA PROFESSIONAL ENGINEER //57713 DRAWN: JCF3 i CHECKED: J jC DA rE: 03/31 /05 LI 10) SCALE: l 3/16"=1'-0" n a ISSUE NOTE; 24'-0" COLUMN COLUMN DISPENSER 16'-6" .� 1 -4„ 14'-0" �__.. �•-_ BOLLARD 2',_6 4" WIDE HERTZ YELLOW (PMS-116C) ,--• BOLLARU SQUARE STEEL PAINT STRIPE 2 PER ISLA D CANOPY COLUMN - SEE DETAIL 5 DESIGN BY OTHERS - --------ISLAND FORM - FORMEX MODEL# IFSU36W600 3H ONE PIECE, 6" CORNER RADIUS FOR A 3'--0" x 5'-0" ISLAND, PAINTED HERTZ YELLOW (PMS-116C) ISLAND AQCESSORIES o o BY OTHER$ ti o a o a Q M 0. O 0 L FIRE EXTINGUISHER TYPICAL 1 PER ISLAND WAYNE SELECT TWIN I REMOTE LANE ORIENTED DISPENSER 3/G7247D/2CJK DISPENSER SUMP PISCES DSF-1029 SEE DWG, P-02 FOR DETAILS DISPENSER ISLAND STEEL ISLAND FORM - PAINTED HERTZ YELLOW (PMS-116C) INSIDE SURFACE OF PREFORMED STEEL ISLAND FORM SIKAFLEX IC SL-• TO BE COATED WITH MASTIC (SELF• -LEVELING) CAULKING 3/4" CLOSED CELL FOAM JOINT Fit.LER- ISLAND CONCRETE CUT DEPTH TO SUIT SLAND 6" WICK CONCRETE - APRON "4 dd tO �. ° y Qy a'V yq 4. vd' ° e' ° 4 APRON REINFORCEMENT 6x6--W5,4xW5.4 WWM s STEEL ME+n SH TOP ONLY 4 v DETAIL 1 CONTRACTION JOINT DETAIL(Y ISLAND SCALE. 1-1/2" - 1'-•0" C HOSE RETRACTOR TYPICAL 2 PLACES PER ISLAND SEE DWG. P-02 FOR DETAILS CONTRACTION JOINT AROUND DISPENSER ISLAND TYPICAL SEE DETAIL 1 PLAN VIEW TYPICAL DISPENSER ISLAND SCALE: 3/4"=1'-O" 1/4" x 1 1/2" DEEP MAX. SAWGUT FILLED WITH SIKAFLEX 1C SL (SELF —LEVELING) CAULKING APRON REINFORCEMENT 6x1, 11 4xW5.4 WWM STEEL MESH TOP ONLY A A ° Q • a a. + :Q Y . a a . 3/6" BACKER ROD DETAIL 2 SAWCUT DETAIL SCALE: 1-1/2" - V-•O" rr c' J CANOPY COLUMN BOLLARD SEE DETAIL 5 8„ CONTRACTION JOINT AROUND COLUMN SEE DETAIL 4 " ONTRAC IION JOINT AROUND SLAND - SEE DETAIL 1 1/2"o REBAR x36"Lg PLACED DIAGONAL AS SHOWN 2" BELOW CONCRETE SURFACE DETAIL 3 DIAGONAL REINFORCING DETAIL AROUND CANOPY COLUMNS SCALE; NTS BASE MAP PROVIDED BY GREENBERG FARROW, IT IS THE CONTRACTOR'S FOR RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. FOR REVIEW ONLY a - THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY, REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. FOR APPROVAL -SQUARE STEEL CANOPY COLUMN SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AN DESIGN BY OTHERS ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL _ FOR BID INFORMATION. - CONTRACTION JOINT AROUND CANOPY COLUMN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER A LICENSED PROFESSIONAL_ ENGINEER OR LAND - FOR CONSTRUCTION TYPICAL THE DIRECTION OF SURVEYOR, I0 ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON SEE DETAIL 4 THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED THE DATE OF SUCH ALTERATION, AND A SPECIFIC f I FOR AS BUILT - BOLLARD BY HIS SIGNATURE AND 2 PER 15LAND DESCRIPTION OF THE ALTERATION. SEE DETAIL 5 IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH 'THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD DIE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 10 THE NOTES: SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY 'TO NO7IFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR 'fo THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO A NOTIFY THE PROJECT ENGINEER SHALL CON5TI"fUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED OY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. JMN FOOTING THESS SIKAFLEX 1C SL- (SELF-LEVELING) CAULKING CONCRETE APRON DIAGONAL REINFORCING SEE DETAIL 3 N • ��-- FILL GAP WITH 3/4" CLOSED CELL FOAM JOINT FILLER °' 1" CLOSED CELL FOAM JOINT FILLER CUT DEPTH TO SUIT " CAULK AROUND EDGE 1" GAP BETWEEN BOTTOM OF CONCRETE APRON AND CONCRETE COLUMN COVER TO ALLOW FOR MOVEMENT. EXPOSED CANOPY COLUMN (BELOW GRADE) TO BE COATED WITH MASTIC ° TYPICAL ALL CANOPY COLUMNS CONCRETE POURED AROUND BASE OF COLUMN — AS PER MANUFACTURER'S SPECIFICATIONS SQUARE STEEL CANOPY COLUMN — DESIGNED BY OTHERS CANOPY FOOTING - DESIGNED BY OTHERS .b �4. 4 DETAIL 4 CONTRACTION JOINT DETAIL AROUND CANOPY COLUMNS SCALE: NTS N0,(E: CONTRACTOR IS REQUIRED TO COORDINATE PLACEMENT OF CANOPY FOOTING WITH BOLLARD FOOTING. DUE TO INTERFERANCE, FOOTINGS WILL NEED TO BE COMBINED, PAINTED HERTZ YELLOW (PMS-116C) OVER PRIMER 00 SCH. 40 STEEL PIPE, CONCRETE FILLED, TROWELLED DOME 16"0 SONG TUBE 30" LONC CONCRETE FILLEC DETAIL 5 BOLLARD DETAIL SCALE: 3/4" = 1'-0" 6Y DAME BUILDING PERMIT SET JH 1 04/12/05 No, DESCRIPTION BY DATE REVISIONS Logo: (� / At Client: r Address: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: FUELING ISLANDS AND APRON PLAN SECTIONS AND DETAILS Jacques u1munhitford Company Inc. 27 Congress Street, Portsmouth, NH 03801 USA, Tel: (603) 431-4899 NUMBER: C—U2 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Slump: DESIGN: RONALD B. LAURANCE JR, JCQ FLORIDA PROFESSIONAL ENGINEER #57713 DRAWN: JCE3 _ CHECKED: /DATE: 03/31 /05 - C� SCALE: SCALE; 3/4"=•I'-0" TYPICAL CORNER CHAMFER TYPICAL 4 PLACES SEE DETAIL 1 MAT REINFORCEMENT 1/2" (y4) REBAR 012" o/c TOP AND BOTTOM BOTH WAYS SAMIJ 1 1 GENERAL. ARRANGEMENT -- TANK APRON SCALE: 3/8" x 1'--O" ALL MANHOLES TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS TO AVOID CONCRETE CRACKING BETWEEN MANHOLES ENSURE BARS ARE PLACED PERPENDICULAR TO CRACK GROWTH DIRECTION USE ONLY PLASTIC OR CONCRETE REBAR SUPPORTS REFER TO P DRAWINGS FOR TANK PIPING DETAILS ELEVATION - TANK APRON SCALE: 3/8" - 1'-0" —1. „— - —T ­1 !•(.AITA k—CAIT AIAAIIAIAV ANHOLE UO 12" MANHOLE )R PIPING DETAILS NO I'E: BASE MAP PROVIDED BY GREENBERG FARROW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR 'TO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY. REFER TO THk ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. IT 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE 15 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I r IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR 'TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO '[HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOrIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE STARE OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY '(FIE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 1'-5" TANK APRON OPW 104—AOW-1200 12" MANHOLE FOR OBSERVATION WELL TYPICAL 2 PLACES ASPHALTIC SEALANT AROUND PERIMETER OF NEW TANK APRON VULKEM 45 POLYURETHANE SEALANT APPLIED AS PER MFR'S RECOMMENDATIONS DETAIL 1 TYPICAL CORNER UJAMFER DETAIL ON TANK APRON SCALE: 1/2" � V-0" 1/2" (y4) REBAR 912" 7—CAULKING 1/4" x 1 1/2" DEEP MAX. TOP AND BOTTOM SAWCUT FILLED WITH BOTH WAYS SIKAFLEX 1C SL (SELF —LEVELING) s C 4 �4. 4 ' .4 DETAIL 2 SAWCUT DETAIL SCALE: 1-1/2" - V-0" 2" COVER TYP. TYPICAL CROWNING OF CONCRETE AT ALL MANHOLES DETAIL 3 TYPICAL CROWNING DETAIL SCALE: 1" — V—O" ISSUE FOR BY DATE — FOR REVIEW ONLY — FOR APPROVAL — FOR BID — FOR CONSTRUCTION — FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE a REVISIONS Logo: - 7-, Client: THE HERTZ CORPORATION Address: SANFORD INTERNA`!'IONAL AIRPORT SANFORD, FLORIDA Project HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: TANK TOP CONCRETE PLANS, SECTIONS AND DETAILS Jacques 4 WI ord Company Inc. 27 Congress Street, Portsmouth, NH 03801 USA, Tel: (603) 431-4899 NUMBER: C- 03 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH If REFERS, Slump: DESIGN: RONALD B. LAURENCE JR. JCB FLORIDA PROFESSIONAL ENGINEER DRAWN: # J/113 GCB CHECKED: i l+, JSC DATE: 03/31 /05 ■C!j ��'l 11 SCALE: 1/41I_11_01I rfarrl^.r•Gr�7vIvr7G7®i1P.s��� OBSERVATION WELL TYPICAL 2 PLACES t OUTSIDE DEADMEN ANCHORS--\ TYPICAL 4 PLACES PER OUTSIDE DEADMEN SEE DETAIL 2 TYPICAL LIFTING HOOK TYPICAL 2 PLACES PER DEADMEN SEE DETAIL 3 36'-0" s -3$» - - - 11'_0 - -- 7'-414„ TYP, OBSERVATIC TYPICAL 2 PIAGE AN�GHORSTRAPS IN THE- �� SfR P GgIOES Q411 THE D 51 NATIrD. RI AND ,IN. TALIn AS PER TANK MANUFACTURER'S SPECIFICATIONS �rT � i 1 C� 1 I 0 0 1 I Q. t t%)I•t .O Q 1 v 1!I .1 p P � • -% _UL ZZ OUTSIDE DEADMEN ANCHORS-, TYPICAL 4 PLACES PER OUTSIDE DEADMEN SEE DETAIL 2 ALL EXPOSED TANK ANCHORS AND TURNBUCKLES TO BE MASTIC COATED AND PLASTIC WRAPPED -TYPICAL LIFTING HOOK J TYPICAL 2 PLACES PER DEADMEN SEE DETAIL 3 DEADMAN LAYOU T SCALE: i-1/2„-1'-0" CONTAINMENT SOLUTIONS HOLD DOWN $THAI TURNBUCKLE USED ON ONE SIDE OF HOLD DOWN STRAF HOOK SIZE: 1-1/4", JAW: 3/4", EYE: 3/4" (MIN. WORKING STRENGTH OF 5,200 Ibs CONTAINMENT SOLUTIONS HOLD DOWN STRAP 1/2"0 WIRE ROPE (MIN. WORKING STRENGTH OF 5,200 Ibs) CLAMPED THREE TIMES AS SPECIFIED BY CONTAINMENT SOLUTIONS INC. �- TURNBUCKLE USED ON ONE SIDE OF HOLD DOWN STRAP HOOK SIZE: 1--1/4", JAW: 3/4", EYE: 3/4" (MIN, WORKING STRENGTH OF 5,200 Ib9) 1/2"0 WIRE ROPE (MIN, WORKING STRENGTH OF 5,200 Ibs) CLAMPED THREE TIMES AS SPECIFIED BY CONTAINMENT SOLUTIONS INC, A 1-1/4" (#10) REBAR, SMOOTH RADIUS - 10" SPAN, 6" PROJECTION 10" ULTIMATE STRENGTH SAFETY FACTOR a 5.0 REQUIRED WORKING STRENGTH S*PAN CIO t t p cp .ti •I M DETAIL 1 TANK ANCHORING HARDWARE FOR MIDDLE DEADMEN SCALE: 1--1 /2"=V-0" FILTER FABRIC EXCAVATION LINER AMOCO PROPEX 4545 24" min., 30" max. FROM SIDES OF "TANK WITH min. 12" OVERLAP N WELL 'LACES —1' WIDE OUTSIDE DEADMAN SEE DETAILS —1' WIDE OUTSIDE DEADMAN SEE DETAILS DIRE ROPE (MIN, WORKING STRENGTH OF 5,200 Ibs) CLAMPED THREE TIMES AS SPECIFIED BY CONTAINMENT SOLUTIONS INC. J) REBAR, SMOOTH RADIUS 6" PROJECTION 4-5/8" (#5) REBARS CONTINUOUS TOP & BOTTOM 1/2" (#4) REBARS ® 18" C/c TOP & BOTTOM SECTION A TYPICAL SECTION THROUGH OUTSIDE DEADMEN SHOWING ANCHORING HARDWARE SCALE: IMPORTANT NOTE: HIGH GROUNDWATER CONDITIONS AND UNSTABLE SOILS ARE EXPECTED AT THE SITE DURING CONSTRUCTION. REFER TO GEOTECHNICAL REPORT PREPARED BY GILES ENGINEERING ASSOCIATES, INC. FOR MORE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE TANKS IN ACCORDANCE WITH THESE PLANS AND MANUFACTURER SPECIFICATIONS REGARDLESS OF THE GROUNDWATER AND SOIL CONDITIONS ENCOUNTERED, THE INSTALLATION, WHICH IS THE CONTRACTOR'S RESPONSIBILITY, MAY REQUIRE DEWATERING, A "WET HOLE" INSTALLATION, OR SHORING, AMOCO PROPER 4545 CEOTEXTILE MATERIAL OBSERVATION WELL 2'-0" STRUCTURAL FILL MATERIAL min. 24" ABOVE TOP OF TANKS PAVEMENT BASE COURSE FILL MATERIAL AS PER PROJECT SPECIFICATIONS PAVEMENT BASE COURSE FILL MATERIAL AS PER PROJECT SPECIFICATIONS AS PER PROJECT SPECIFICATIONS FINISHED GRADE STRUCTURAL FILL. MATERIAL AS PER PROJECT SPECIFICATIONS �Cj,, GALVANIZED CORRUGATE STEEL CULVERT SECTION p d d BSERVATION WELL DETAIL 2 ON p ��� ______ _________ _ ____________ ___-_____ __-----______ ---------- ____ :���EE DRAWING IL 2 O-_____ ,\ i r: PEA GRAVELAS SPECIFIED BY TANKMANUFACTURER PEA CRAVED -� AS SPECIFIED BY �ANK MANUFACTVRER jK\ j�\ j�\ CONTRACTOR RESPONSIBLE FOR CONTRACTOR RESPONSIBLE FOR / ENSURING A STABLE SLOPE ENSURING A STABLE SLOPE 3/ 4' - 1/2' PEA GRAVEL 1/8" TO 3/4" CRUSHED GRAVEL 1/8" TO 1/2" NO PARTICLES LESS THAN 1/8" SIZE SEE MANUFACTURES INSTRUCTIONS FOR ADDITIONAL DETAILS, m:> C > AND TEMPORARY DEWATERING AND TEMPORARY DEWATERING / V� AS REQUIRED AS REQUIRED //%//%✓%✓%✓% a NOTES: 1. MECHANICAL TANK ANCHORING IS REQUIRED FOR ALL TANK INSTALLATIONS. ANCHORS/DEADMEN "TO BE DESIGNED BY TANK MANUFACTURER AND ARE TO BE INSTALLED PER TANK MANUFACTURER'S SPECIFICATIONS. 2, USE ONLY TANK MANUFACTURER'S SPECIFIED ANCHOR STRAPS, NUMBER AND LOCATION IN ACCORDANCE WITH TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. ALL HOLD-DOWN STRAPS MUST BE UNIFORMLY TIGHTENED, STRAPS MUST BE TIGHTENED UNTIL SNUG, BUT CAUSE NO DEFLECTION OF THE.. TANK. 4. WIRE ROPE ANCHORS OVER THE 'TANKS ARE NUT ACCEPTABLE AS A MEANS OF ANCHORING TANKS. UNLESS WRITTEN CONFIRMATION IS RECEIVED FROM CST AS AN ALTERTIVE METHOD. 5. ALL TANKS ARE TO BE SET LEVEL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. `&MIN MENT SOLUTIONS DOUBLE WALL \\H P UST - 12,000 GALLONS ) L) DOWN STRAP REFER TO MANUFACTURERS DRAWINGFOR QUANTITY AND LOCATION CRITICAL COMPACTION AREAS SEE NOTE ABOVE REINFORCED CONCRETETYP, EACH TANK DEADMAN ANCHOR :.7 `o- N AMOCO PROPEX 4545GEOTEXTILE MATERIAL BOTTOM OF EXCAVATION SHALL BE - PLACED ALONG BOTTOM OF EXCAVATION COMPACTED TO PROVIDE A STABLE WITH min, 12" OVERLAP BASE FOR THE DEADMEN AS NOTED IN THE CONSTRUCTION SPECIFICATIONS, TANK BEDDING AND ANCHORAGE TRANSVLRSE SECTION SCALE: 3/8" V-U" / r INSTALL FIBERGLASS HOLD-DOWN STRAPS z OVER DESIGNATED TANK RIBS (MARKED ON TANK) a DO NOT PLACE BETWEEN RIBS. HOLD DOWN STRAPS ARE TO BE SUPPLIED BY TANK MFR. Ti DO NOT USE SUBSTITUTIONS ,GALVANIZED STEEL TURNBUCKLES COATED WITH A BITUMASTIC MATERIAL SIZE ACCORDING TO TANK MANUFACTURER N WIRE ROPE CABLE ra, ATTACH TO ANCHOR AS SHOWN ¢iv SECURE WITH 3 CABLE CLAMPS o < a SPACED 3" APART iti E d x RE -TIGHTEN AFTER CABLE Qi z IS TENSIONED (TYPICAL) a J a 0 I 4"0 SCH. 40 PVC SLIP-ON CAP NOT CLUED TYPICAL 2 PLACES ff ONTAINMENT SOLUTIONS HOLD DOWN STRAP /2"0 WIRE ROPE (MIN. WORKING STRENGTH OF 5,200 Iba) LAMPED THREE TIMES S SPECIFIED BY CONTAINMENT SOLUTIONS INC. B 1-1/4" (#10) REBAR, SMOOTH RADIUS 10" SPAN, 6" PROJECTION I N R L O •o N La B DETAIL 2 TANK ANCHORING HARDWARE FOR OUTSIDE DEADMEN SCALE: 1-1/2'=1'-0" • NOTE: BASE MAP PROVIDED BY GREENBERG FARROW, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UHLIIIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY. REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON 'THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE SMART OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT' ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, 1/2"0 WIRE ROPE (MIN. WORKING STRENGTH OF 5,200 Ibo) CLAMPED 'THREE TIMES AS SPECIFIED BY CONTAINMENT SOLUTIONS INC. ip I 1-1/4" (#10) REBAR, SMOOTH RADIUS 10" SPAN, 6" PROJECTION is ♦ ♦ I 4-5/8" (#5) REBARS CONTINUOUS TOP & BOTTOM 1/2" (#4) REBARS 10 18" c/c TOP & BOTTOM 2„ 2" ALL EXPOSED LIFTING HOOKS TO BE MASTIC COATED AND PLASTIC WRAPPED. 1 -0 SECTION B TYPICAL SECTION THROUGH OUTSIDE DEADMEN SHOWING ANCHORING HARDWARE SCALE: 1-1/2"=l'-O" NOTE: - 1. WHEN TANKS HAVE BEEN INSTALLED WITH BACKFILL TO TOP OF TANK AND PRIOR TO THE INSTALLATION OF BACKFILL TO GRADE, THEY SHALL BE COMPLETELY FILLED WITH PRODUCT AS BALLAST. DO NOT PLACE PRODUCT IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. ALL WORK, FROM THE FIRST PLACEMENT OF TANK IN EXCAVATION VN'TIL BALLASTING 15 COMPLETE SHALL BE DONE ON AN UNINTERRUPTED BASIS. COORDINATE ALL BALLASTING OPERATIONS WITH HERTZ FACILITIES MANAGER AT SITE. 2. IT IS VITALLY IMPORTANT THAT ALL AREAS BETWEEN THE RIBS AT THE BOTTOM OF THE TANK AND UNDER THE TANK END CAPS BE SOLIDLY BACKFILLED. BACKFILL SHALL BE PUSHED, TAMPED AND RODDED ETC. TO FILL ALL VOIDS AND COMPACTED 54LIDLY INTO THE CRITICAL AREAS. MINIMUM BED DEPTH - 18' 3, NUMBER AND LOCATION OF HOLD DOWN STRAPS VARY ACCORDING TO TANK MANUFACTURER'S SPECIFICATIONS. 4, (� OF ANCHORAGE POINT MUST BE ALIGNED WITH DESIGNATED TANK RIB r -- TYP. 5. SLOPE OR SHORE SIDES OF TANK EXCAVATION AS REQUIRED TO COMPLY WITH OSHA REGULATIONS (TYP). 1/2" LIFTING HOOK 1/2" (#4) REBARS 0 18" TRANSVERSELY TOP & BO 4-5/8" (#5) REBARS CONTINUOUS TOP & BOTTOM DETAIL 3 LIFTING HOOK SCALE: 1-1 /2"= V- 0" LIFTING HOOK TIED TO DEADMEN REINFORCING BAR "TYPICAL ALL LIFTING HOOKS NOTE: SAFE EXCAVATION SLOPES ARE THE CONTRACTOR'S RESPONSIBILITY, THE EXCAVATION MUST DE SLOPED OR BENCHEU IN ACCORDANCE WITH OSHA SAFETY REQUIREMENTS. IF THE EXCAVATION CANNOT BE PROPERLY SLOPED OR BENCHED, THE CONTRACTOR WILL PROVIDE APPROPRIATE EXCAVATION SUPPORT (Le. SHEETING AND SHORING) 'TO FURNISH SAFE CONDITIONS. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND FRP STORAGE TANKS BE INSTALLED ACCORDING TO LOCAL, STATE, FEDERAL REGULATIONS, AND MANUFACTURERS SPECIFICATIONS. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE ANCHOR POINTS FOR THE CONCRETE DEADMEN MATCH THE DESIGNATED STRAP LOCATIONS FOR THE TANKS. 1/2" LIFTING HOOK 1I 'r I N r 2-5/6" (#5) REBARS 'TOP & BOTTOM .2" COVER • LIFTING HOOK TIED TO DEADMEN 1/2"' (#4) REBARS 18" o/c REINFORCING BAR TRANSVERSELY TOP & BOTTOM TYPICAL ALL LIFTING HOOKS SECTION C LIFTING HOOK SCALE: 1-1 /2"=1'-O" ISSUE FOR BY DATE - FOR REVIEW ONLY - FOR APPROVAL FOR BID - FOR CONSTRUCTION - FOR AS BUILT NOTES: THE CONTRACTOR SHALL CALL: SUNSHINE STATE ONE CALL OF FLORIDA INC. (600) 432-4770 FOR UNDERGROUND UTILITY CLEARANCES PRIOR TO BEGINNING ANY EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REFER TO SITE UTILITY PLANS PREPARED BY GREENBERG FARROW ARCHITECTURE INC. FOR UTILITY LOCATIONS. BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo: I QAW ujZ& Iff wo ININEWPIAREPI Client: THE HERTZ CORPORATION Address: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ MENTAL CAR FACILITY FUELING SYSTEM Title: TANK DEADMAN AND ANCHORS PLANS, SECTIONS AND DETAILS Jacques IV*/WWhitford Company Inc. 27 Congress Sired, PwAsmoulh, NH 0,M01 USA, Tel: (6061 131-4899 NUMBER: C--04 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OF? DUPLICATED FOE? THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Stump: DESIGN: RONALD B. LAURENCE JR. JCB FLORIDA PROFESSIONAL ENGINEER --------- DRAWN: #57713 JCE3 CHECKED: � J�C DATE: 03/31 /05 L . /'�- U7 SCALE: 1 c 1/40,—V-0,> UPW--PISCES TANK SUMP #TSMF-4536 WATER TIGHT TURBINE ENCLOSURE TYPICAL FOR ALL TANK SUMPS TYPICAL SUBMERSIBLE PUMP TYPICAL SUMP LIQUID SENSOR TYPICAL ALL SUMPS I I I 1 I I I - « Itll ! 1 I I 1 I H111) ICALPRODUCT DISPENSER SUMP. I DWG,SUME-04 FOROR D TYPICAL ELECTRICAL DETAILS ! ! I I !!II I I I I ! ! I I �!II 111 Itll 1, AIR !Ili 1!II 1!li 1 1 i i 1!ii • !ii 5• III ! Q ' 0 Q tii it ' i; ! I I I EMERGENCY FUEL PUMP 5HU r—OFF SWITCHES I I I j i i SEE DWG, E-04 FOR MOUNTING DETAILS, �!II O ;!II it I I I I I I it ! I 1 i I ! it IIII it I I I I i t !III II Q 1!II it 1111 jl !ttl it -= — 5 80 9 — ._._._ _._.-.-._.__.-._._._.-._.-._._.-._.-._._.-._.-.-._.�.._ .�._._._._.__,_,_._._._._._._._._._._._._._.- 6�-._._.-._._._-.-._ -.-._._.-..._._._._._._.-._._._--.-._.-._.-._-..._.-._._._._._.-.-._._._--._-._._.-.-._._._._.-._-._._._ _..-._._._.._._ _ f--: - - --= - - - - --- _. - T � -•--- � - - � --. --�-. _ - - - r _-- - --� ..�.._._ _._._ -..._._..�_._._..�..-._._..-._._._._._._._ �} - _ _ _ _ _ _ _ /• /./• p t a o n le KALE: 1/4'+I'-e" .--- , a -. - TYPICAL 'TANK LEVEL MONITOR TYPICAL HYDROSTATIC RESERVOIR (W/ SENSOR) NOTE: REFER TO DRAWINGS E-03 AND E-04 FOR EQUIPMENT ELECTRICAL DETAILS CONDUIT SCHEDULE 1 — LS. SENSOR WIRING FOR TANK #1 (3/4") 2 — POWER TO SUBMERSIBLES (3/4") 3 — SPARE TO -TANK SUMPS (3/4") 4 -- EMERGENCY SHUT—OFF SWITCH (DISPENSERS) (3/4") 5 — VEEDER ROOT OVERFILL ALARM (3/4") 6 — POWER TO DISPENSER / DATA WIRING (1") 7 — I.S. WIRING TO DISPENSER SUMP SENSOR 1 (3/4") B — SPARE TO DISPENSER SUMP 1 (3/4") 9 — DISPENSER PULSER TO VEEDER ROOT « CONTRACTOR TO IDEN IFFY THE FUNCTION OF EACH CONDUIT IN ELECTRICAL ROOM. C l CONDUIT DESIGNATION NUMBER NOTE: BASE MAP PROVIDED BY GREENBERG FARROW, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES, THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY. REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS, SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY, IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY 'THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. ISSUE FOR BY DATE — FOR REVIEW ONLY — FOR APPROVAL 1 — FOR BID — FOR CONSTRUCTION E — FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIP HON BY DATE REVISIONS Logo: Client: THE HERTZ CORPORATION Address: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: TANK AREA CONDUIT PLAN Jacque Whitford Company Inc. 27 Congress Sheet, Portsmouth, NH 03801 USA, Tel: (603) 431-4699 NUMBER: E-02 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT If SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR 'THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH II' REFERS. Slump: DESIGN: RONALD B. LAURENCE JR. JC13 FLORIDA PROFESSIONAL ENGINEER - #5 /713 DRAWN: .JCB CHECKED: JSC d DATE: 03/31 /05 SCALE: �� I 0 -Y ISSUE TLS- 350R CONSOLE FRONT VIEW TO VEEDER ROOT SYSTEM DEDICATED SUPPLY POWER 1A 3AG SLO--BLO FUSE AC POWER CONNECTOR GROUND LUG 511E FAX MODEM INTERFACE MODULE do 2-INPUT/2-RELAY OUTPUT INTERFACE MODUL� (OVERFILL ALARM ACKNOWLEDGEMENT SWITCH RS-232 INTERFACE MODULE ---- (COMM. TO A FUEL MANAGEMENT SYSTEM) TO BE INSTALLED IN LEFTMOST 5L07. OVERFILL ALARM AND ACKNOWLEDGEMENT SWITCH 0 REFER TO INSTALLATION 3c OPERATION MANUAL FOR ALARM AND SWITCH ELECTRICAL WIRING, I r ALARM MUST BE DIRECTLY FACING TANKS, SEE DWG. E-04 FOR MOUNTING DETAILS. I O O I i I S I I ..............................._.---_...-.------...................._.....,.....--------..--..---------- -� OVERFILL ALARM COMMUNICATION WIRING OVERFILL ALARM POWER FROM ELEC. ROOM IN CARWA5H BUILDING II GROUND LUGS SUBMERSIBLE PUMI LIQUID SENSO TANK LEVEL MONITOI LIQUID SENSOF HYDROSTATIC RESERVOIR SENSOR NOTES: - ALL POWER AND BRANCH CIRCUIT WIRING TO BE SIZED AND INSTALLED AS PER THE NATIONAL ELECTRICAL CODE, LATEST EDITION. - ALL CONDUCTORS COPPER, THWN OR THWN. - ALL EQUIPMENT INSTALLATIONS MUST COMPLY WITH MANUFACTURERS SPECIFICATIONS AND BE INSTALLED AS PER THE NATIONAL ELECTRICAL CODE, LATEST EDITION, ---rY-- - 4-INPUT PROBE INTERFACE MODULE - ALL COMPONENTS FOR ELECTRICAL INSTALLATIONS MUST BE UL RATED AND BEAR THE UL SEAL. * L�!Jl NOAY _r e - 2 M` 11a3 fn�= FU�1l�cD© TH1d6T�R'� . • �1 1PY)pl- w � F)OCDf� �" Q�mOm 8-INPUT INTERSTITIAL/LIQUID SENSOR (TANK HYDROSTATIC RESERVOIR AND CONTAINMENT INTERFACE MODULE SUMP SENSORS) Q A r► s Tr _ _ B-INPUT INTERSTITIAL/UQVID SENSOR (015PENSER INTERFACE MODULE PAN SENSORS) » w o WWA- • s a �► N + • _ A h!I LuJ � • Ivl � p 11 r • (MAC 1 PROBES) _ _ I — — — _ _ _ _ — _ 3/4" CONDUIT CONTAINING ----R j S. - — — — — — — — TANK //1 -WIRING-------._-_.-.-_.._--._...._....._._. --.__---__,._ _.-_ - ELECTRICAL TROUGH LOCATED IN WWF ROOM GROUND LUGS WAYNE DISPENSER INTERFACE MODULE-•/ 1' (BUSINESS INVENTORY RECONCILIATION) I ALL CONDUIT AND WIRING TO ENTER VEEDER ROOT BOX AS PER MANUFACTURER'S SPECIFICATIONS. THIS DRAWING IS FOR REFERENCE ONLY. REFER TO INSTALLATION MANUAL FOR D SPECIFIC INSTRUCTIONS AND ENTRY LOCATIONS. 1-91 ALL COMMUNICATION WIRING IS TO UE SHIELDED AS PER MANVFACTVRER'5 SPECIFICATIONS. DO NOT INSTALL COMMUNICATION/SENSOR WIRING IN SAME CONDUIT AS POWER WIRING. ALL WIRING TO BE INSTALLED AS PER NEC AND NFPA SPECIFICATIONS, PULSER CONDUITS TO DISPENSERS VEEDER ROOT TLS---350R PANEL WITHOUT COVER ELECTRICAL TROUGH LOCATED IN WWF ROOM DISPENSER SUMP SENSOR CONDUIT TYPICAL EACH DISPENSER m NOTE: REFER TO DRAWING E-04 FOR MORE EQUIPMENT ELECTRICAL DETAILS, DISPENSER DISPENSER SUMP SENSORS TANK SENSORS VEEDER-ROOT MONITORING SYSTEMS WARRANTY REGISTRATION AND CHECKOUT FORM NOTE: ITEMS 1-7 MU51 BE FILLED IN OR MRAGO WILL BE RETURNED, 5ERIAL N0. IN5TA1.LAl10N UAIE: Oil Cornpony Sltep_ Brand Name 5lroct City S1.____. zip Phone — Manager MONITOR IDENTIFICATION 5criul No. form No. _ _ PROUE IDENTIFICAIION rt�,_bew_ . Serial No. Form No, I _ 4 5 6 _ 7 OISIRIBUTUIT I hocby corlify that I)'is system has bowl iAAcd in accordance wh Ilre pocedrres wilred a Ora paper Voedar-Nol Silo POT and h1olatim nvrrual, I how olso read A of IN ei 6np aid I calily that No ao no nhit u svkly rillak4 tlue to inpopar i1slokbun of this system Nwne (print) _ Slgnoture Certillcollon No. — Comm Address _ Dale CU5TOMER I have been lydnod n Urn popr opaolim of llia equpncil: 0 Yes CJ No Busincsi category at instollation Iucaliun; CIOT Company ❑C-Storo CTC9m1111lenl nutilily E) Telephone ❑ Trucking EJ Rentol Car CJ Airport ETUnderground 5loroge Tank ❑ Aboveground 5toroge Tank E101her (please spicily) Nome (print) Signature _ Date `r STAIION OWNER INFORMATION Owncr's Name Add age a City_ St — Zip Phone INSTALLED BY Co. Nome_____ Address City St— Zip Tech Name Certilkaticn No. VLLD, PLW, AND WLLD LINE LEAK IDENTIFICATION Check Valve Controller/Sens" Form No. Serial No. Serial No. VEEDER-ROOT 6lh Avenue at Burns Crossing, Post Office Box 1673, Altoona, PA. 16603 TEL: (800) 873-3313, FAX: (80D) 234-5350 577013-W, Rov F ♦Y4Cllr~M-F1P07 CU$T0�4N B�iYlC4 9E►MT�Nf CONDUIT SCHEDULE 1 - I.S. SENSOR WIRING FOR TANK #1 (3/4") 2 - POWER TO SUBMERSIBLES (3/4") 3 - SPARE TO TANK SUMPS (3/4") 4 - EMERGENCY SHUT-OFF SWITCH (DISPENSERS) (3/4") 5 - VEEDER ROOT OVERFILL ALARM (3/4") 6 - POWER 70 DISPENSER / DATA WIRING (1") 7 - I.S. WIRING TO DISPENSER SUMP SENSOR 1 (3/4") 8 - SPARE TO DISPENSER SUMP 1 (3/4") 9 - DISPENSER PULSERS TO VEEDER ROOT (3/4") a CONTRACTOR TO IDENTIFY THE FUNCTION OF EACH CONDUIT IN ELECTRICAL ROOM, LEGEND U] CONDUIT DESIGNATION NUMBER NOTE: BASE MAP PROVIDED BY GREENBERG FARROW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY. REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAG GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THL DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY'THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, FOR BY ❑ - FOR REVIEW ONLY FOR APPROVAL ze ❑ - FOR BID ❑ - FOR CONSTRUCTION ❑ - FOR AS BUILT NOTES: DATE BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo: Client: go Nowmoic- Addro5s: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: VEEDER ROOT SENSOR DETAILS Jacques Whitford Compuny Inc. 27 Congress Skeel, Portsmouth, NH 06801 USA, Tel: (603) 4N-4899 NUMBER: RLY.: E—U3 THIS DRAWING 15 THE PROPERTY OF JACQUES WHITFORD LOANED TQ THE RECIPIENT WHO AGREES THAT If SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FUR THE USE OF ANOTHER UUT SHALL UE USED ONLY UY THE RECIPIENT FOR THE PURPOSE To WHICH IT REFERS. Stomp: DESIGN: RONALD B. LAURENCE JR. JCB FLORIDA PRO :r : 'SIONAL ENGINEER DRAWN: {1577? 3 JCB CHECKED: Jsc i DATE: 03/31 /05 SCALE: NOTE: BASE MAP PROVIDED BY GREENBERG FARROW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR fO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY, REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL. HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. If IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING FNGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. If IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY'I'HE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. NOTES -- ALL POWER AND BRANCH CIRCUIT WIRING TO OF SIZED AND INSTALLED AS PER THE NATIONAL ELECTRICAL CODE, LATEST EDITION. - ALL CONDUCTORS COPPER, THHN OR THWN, -- ALL EQUIPMENT INSTALLATIONS MUST COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND BE INSTALLED AS PER THE NATIONAL ELECTRICAL CODE, LATEST EDITION. - ALL COMPONENTS FOR ELECTRICAL INSTALLATONS MUST BE UL RATED AND BEAR THE UL SEAL. CONDUIT SCHEDULE I - I.S. SENSOR WIRING FOR TANK f1 (3/4') 2 -- POWER TO SUBMERSIBLES (3/4') 3 - SPARE To TANK SUMPS (3/4") 4 - EMERGENCY SHUT-OFF SWITCH (DISPENSERS) (3/4") 5 -- VEEDER ROOT OVERFILL ALARM (3/4") 6 - POWER TO DISPENSER / DATA WIRING (1") 7 - I.S. WIRING TO DISPENSER SUMP SENSQR 1 (3/4") 6 -- SPARE TO DISPENSER SUMP 1 (3/4") 9 -- DISPENSER PULSERS TO VEEDER ROOT (3/4") r CONTRACTOR TO IDENTIFY THE FUNCTION OF EACH CONDUIT IN ELECTRICAL ROOM. LEGEND 1 CONDUIT DESIGNATION NUMBER FE PETRO 2HP VARIABLE SPEED SUBMERSIBLE PUMP #IST-2 c/w MECHANICAL LEAK DETECTOR JUNCTION BOX CROUSE-HINDS GRFX239, GRF10, GASK643 3/4" SEAL ENTRY FITTING 3/4" RIGID METAL CQNDUIT CONTRACTOR TO FIELD BEND TO SUIT (BEND RADIUS AS PER NEC ARTICLE 346) 1 1_ PISCES ENTRY FITTING BF-075 VEEDER-ROOT SUMP LIQUID SENSOR TO BE MOUNTED AT LOWEST POINT OF SUMP, INSTALL AS PER MANUFACTURER'S SPECIFICATIONS, CORRUGATED GALVANIZED 42" EZ LIFT MANWAY STEEL CULVERT SECTION METAL SHEATHED CABLE WITH CORROSION RESISTANT OUTER JACKET. CABLE MUST BE UL APPROVED FOR INSTALLATION IN CLASS I, DIV I LOCATIONS. XP CAIBLE FITTINGS ARE TO BE PUTTY PACKED AS PER MANUFACTURERS SPECIFICATIONS FOR INSTALLATION IN CLASS I, DIV I LOCATIONS, JUNCTION BOX CROUS'.E-MINDS GUP215 3/4" SEAL FITTING 3/4" RIGID METAL CONDUIT CONTRACTOR TO FIELD BEND TO SUIT (BEND RADIUS AS PER NEC ARTICLE 346) ELEVATION UST SUMP c/w FE PETRO 2HP VS SUBMERSIBLE SCALE: VENT VENT CAP VENT PIPE M!!l NOTE! OVERFILL ALARM AND SIGNAGE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR -- SEE DWG. C--07 FOR SIGNAGE DETAILS I (V VEEDER ROOT OVERFILL ALARM VEEDER ROOT ACKNOWLEDGEMENT SWITCH R 3/4" 0 CONDUIT Q FASTENED TO WALL I 3/4" SEAL FITTING FINISHED GRADE 1 1 ' 11 I it P 1 n II I I 121 1 -\ - 3/4"0 CONDUIT -BACK TO MAIN BUILDING VENT PIPE TYPICAL VEEDER ROOT ALARM CONDUIT DETAIL SCALE: 1 /4"- 1'-0" DC JUNCTION BOX SUPPLIED B CONTRACTOR TO TERMINATE 3/4" CONDUIT DISPENSER MANUFACTUREF WITH UL APPROVED SEAL FITTING. SEAL FITTINGS ARE TO BE SEALED. CONTRACTOR DISPENSER TO INCLUDE A PULL WIRE FOR EACH CONDUIT, CONCRETE ISLAND 3/4" SEAL ENTRY FITTING CONCRETE APRON .•, '::�:_:>I;ia'i;' ��;: v .,.,h,ra. La I w N 0. D In l E8 ¢ 3/4" RIGID METAL CONDUIT CONTRACTOR TO FIELD BEND TO SUIT DISPENSER SUMP (BEND RADIUS AS PER NEC ARTICLE 346) PISCES ENTRY FITTING BF-075 SIDE VIEW —END OF LINE DISPENSER DISPENSER SPARE CONDUIT DETAILS SCALE: 1 /2"= V-- 0" CORD GRIP KIT FOR SENSOR WIRE JUNCTION BOX CROUSE-HINDS GRFX239, GRF10, GASK643 CONTRACTOR TO SEAL 3/4" CONDUIT MATH UL APPROVED SEAL FITTING. SEAL FITTINGS ARE TO BE SEALED AS PER N.E.G., LATEST EDITION, BRACKETS, CLAMPS, ETC, a .. FROM UNIVERSAL SENSOR '' "'' w a MOON IING KIT, DISPENSER SUMP ❑ ¢ VEEDER ROOT SUMP LIQUID SENSOR TO BE MOUNTED AT LOWEST POINT -•3/4" RIGID METAL CONDUIT OF SUMP, CONTRACTOR TO INSTALL CONTRACTOR TO FIELD BEND TO SUIT AS PER MANUFACTURER'S (BEND RADIUS AS PER NEC ARTICLE 346) SPECIFICATIONS. PISCES ENTRY FITTING BF--075 SIDE VIEW --END OF LINE DISPENSER DISPENSER SUMP LIQUID SENSOR CONDUIT DETAILS SCALE: STAGE 1 VAPOR RECOVERY PORT JUNCTION BOX -� CROUSE-HINDS GRFX239, GRF10, CASK643 3/4" SEAL ENTRY FITTING- 3/4" RIGID METAL CONDUIT --- CONTRACTOR TO FIELD BEND TO SUIT-1-1 (BEND RADIUS AS PER NEC ARTICLE 346) PISCES ENTRY FITTING BF-075--' VEEDER-ROOT SUMP LIQUID SENSOR TO BE MOUNTED AT LOWEST POINT OF SUMP, INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 2'-e4„ 2'-5" ir 1 "v. PRODUCT INLET 1=w 2� �0 ELEVATION UST FILL/VAPOR SUMP SCALE: 1 /0-11--0" 16" 13" FILL PORT -CORRUGATED GALVANIZED STEEL CULVERT SECTION OPW-PISCES TANK SUMP #TSMF-4536 WATER TIGHT TURBINE ENCLOSURE VEEDER ROOT MAG 1 TANK LEVEL MONITOR PROBE OVERFILL ALARM SIGNAGE. ALL SIGNAGE TO COMPLY WITH NFPA, OSHA AND HERTZ CORPORATE SAFETY MANUAL OVERFILL ALARM AND VEEDER ROOT ACKNOWLEDGEMENT SWITCH SEE DWC. E-03 FOR DETAILS VEEDER ROOT OVERFILL. SIGNAGE N. T.S. OPTIONAL POB I/F J-BOX 0 CONDUITS 1" CONDUIT y 1 FOR LIGHT & POWER 93, WAYNE SELECT DISPENSER BASE LAYOUT SCALE: AC JUNCTION BOX SUPPLIED BY DISPENSER MANUFACTURER DISPENSER CONCRETE ISLAND CONCRETE APRON CONTRACTOR TO COMPLETE CONNECTION TO JUNCTION BOX AS REQUIRED, ALL INSTALLATIONS AS PER N.E,C„ LATEST EDITION. 1" SEAL ENTRY FITTING !LUU 1" KIGID METAL CONDUIT CONTRACTOR TO FIELD BEND TO SUIT DISPENSER SUMP (BEND RADIUS AS PER NEC ARTICLE 346) BF-100 SIDE VIEW —TYPICAL DISPENSER DISPENSER A/C POWER CONDUIT DETAILS 5CALE: 1/2"=1'-0" ISSUE FOR BY DATE - DPW 104A-1600 FOR REVIEW ONLY 18"fa CAST IRON MANHOLE JUNCTION BOX-CROUSE HINDS GUP215 - FOR APPROVAL �// (/✓/% SEE DETAIL 1 °.. FOR F31D FOR CONSTRUCTION 3/4" SEAL ENTRY FITTING El - FOR AS BUILT I i TO NEXT I.S. SENSOR—C�—____ f0 ELECTRICAL ROOM IF NOT NEEDED, PLUG OFF PORT AT JUNCTION BOX ; I 3/4" RIGID METAL CONDUIT NOTES: I 4" GALVANIZED PIPING TO BE MASTIC COATED ----- — HYDROSTATIC RESERVOIR SENSOR ^ INSTALL AS PER MANUFACfURER'S SPECS I I I I 1 II 11 11 II 11 II it II 11 11 11 11 I II II 11 I II li ii ii ii II II 11 II, IH 1II 11 II 11 I 11 II I' II i� li I 11 1, II 11 TYPICAL HYDROSTATIC RESERVOIR SENSOR DETAIL_ SCALE: 18" Al C A S'c 00 F SP11 E C41 FOPS Uopo oremone Thor � OOO���I °a�NJti°1Q - 24" x 18" SINGLE FACED, COLUMN MOUNTED SIGN. RED BACKGROUND NTH WHITE LETTERS. - SIGN LOCATIONS (3 TOTAL): PLACE ONE ON THE CARWASH BUILDING AND ONE ON THE FUELING SUPPORT BUILDING ON THE WALLS FACING THE DISPENSER APRON. PLACE ONE ADDIIIONAL SIGN ON THE FUELING SUPPORT BUILDING WALL FACING THE TANKS. EMERGENCY PROCEDURE SIGN SCALE: 1-1/2"=V-O" 18" ri WAJ 0m§?4U16t___�1E_J - No SO difig °Vap NOW °WO Coll➢ aker'l - 24" x lb" SINGLE FACED, COLUMN MOUNTED SIGN. WHI TE BACKGROUND WITH BLACK LETTERS. SIGN LOCATIONS (4 TOTAL): PLACE ONE SIGN ON EACH OF THE CANOPY COLUMNS THAT ARE NEAREST TO THE DISPENSERS ONLY. PLACE THE SIGN ON THE SIDE OF THE CANOPY COLUMN THAT FACES INCOMING TRAFFIC. WARNING SIGN SCALE: 1-1/2"=V-O" 181. - rc NYE 0 bj--/rmc v G&LI SOU T_ 00 FF f - 18" x 18" SINGLE FACED, COLUMN MOUNTED SIGN, YELLOW BACKGROUND N IH WHITE LETTERS. - SIGN LOCATIONS (4 TOTAL): PLACE ONE SIGN ABOVE EACH OF THE EMERGENCY STOP BUTTONS. SEE DETAIL AT RIGHT, EMERGENCY SHUT-OFF- SIGN SCALE: 1-1/2"=V-0" BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo, Aff Aw Client: Address: SANFORD INTERNATIONAL AIRPORT SANF'ORD, FLORIDA Project: HERTZ RENTAL CAP FACILITY FUELING SYSTEM Title: PETROLEUM SYSTEM ELECTRICAL AND SIGNAGE DETAILS Jacques Immmlhitf ord Company Inc. 21 Congress Street, Portsmoulh, NH 03801 USA, Tel: 16031 431-4899 NVMBER: E-04 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AO REES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Stomp: DESIGN: RONALD U. LAURENCE JR. JCB FLORIDA PROFESSIONAL ENGINEER 3 DRAWN: JCB CHECKED: JSC DATE: O3 31 O 5 SCALE: AS NOTED JJ A PANEL. 'FP' SURGE laJ MANAGEMENT SYSTEM r rkrl rei -- -�- A (G �..rP- _ UHI VI FE erHo Y POWER TO FUELING SYSTEM FRAM MAIN POWER PANEL CONTRACTOR TO TERMIINATE 3/4" CONDUIT BY OTHERS 3/4" WITH APPROVED SEAL FITTING. SEAL FITTINGS - ARE 7O BE SEALED AND PLUGGED FOR FUTURE USE. CONTRACTOR TO INCLUDE A PULL WIRE FOR EACH CONDUIT. AC POWER/DATA WIRING TROUGH � O Q O 0 p p !F p q ONTRACTOR TO CLEARLY LABEL THE FUNCTION OF EACH CONDUIT USING A PAINT MARKER. (TYPICAL ALL CQNDUITS) o Q n Qa CROUNDING ELECTRODE AS PER NEC ELECTRICAL EQUIPMENT LAYOUT ELECTRICAL ROOM IN MAIN BUILDING SCALE: NTS NONE: IF EMERGENCY SHUTOFF SWITCHES ARE PRESSED, MAGNETIC CONTACTOR (ITEM B) SHUTS DOWN POWER TO PANEL 'FP' , VEEDER ROOT LS, SENSORS AND SYSTEM DOES NOT SHUT DOWN IN AN EMERGENCY SITUATION SINCE. THEY ARE POWERED BY AN ALTERNATIVE POWER SOURCE (OTHER THAN PANEL FP). THE RESET BUTTON WILL BE REQUIRED TO BE PRESSED TO RESET SYSTEMS AFTER A SHUT DOWN OCCURS. EMERGENCY EMERGENCY SWITCH CANOPY COLUMNS ,..._ _.._.._...._...._.., __. r — — _..,._...._...._. — —I r AUXILIARY INTERLOCK FOR SWITCHED- I C NEUTRAL IN EMERGENCY DISCONNECT, F — POWER TO FUELING SYSTEM i RESET UUTTON N/C I FROOTH MAIN POWER PANEL I RESET BUTTON I I N Li L2 L3 LOCATED INSIDE UTILITY ROOM SEE DRAWING ATION. C a FOR MACENETIC CONTACTOR - I- F C C/W AUXILIARY INTERLOCK I N/0 IN 0 I I I N/C N/c I I II c L C - I I I Grp„- ._...-_ _ __. - _._. --� T — T — Ij I I I IN Tl T2 73� T- TO PANEL "FP" EMERGENCY SHUTDOWN CIRCUIT SCALE: N.T.S, mom POWER CONDUIT TO OVERFILL ALARM PULSERS FROM DISPEN SEE DWG, E-0 VEEDER ROOT CONSOLE POWER FROM SEPARATE POWER SOURCE. (OTHER THAN FUEL SYSTEM POWER PANEL) DEDICATED CIRCUIT VEEDER-ROOT •�11�r rrly ur�u ri�ln SIMIAN ®��ie L��LLEL tl N1l'+ 7011i1-tl ED0 VEEDER ROOT CONSOLE STATION MANAGERS OFFICE SCALE: N TS NTRIN51CALLY SAFE SENSOR DER ROOT IPANEL SAFE NAGERS OFFICE POWER TO FUELING SYSTEM— — WIRE TO SUIT FROM MAIN POWER PANEL t' BY OTHERS SPEC. AS PER N.E.G. c/w GROUNDING PER N,E.C, EMERGENCY CONfACfOR i I 3C 6 10#6 GROUND 2" CONDUIT EMERGENCY STOP BUTTONS 12 COPPER WIRE _TO GROUND ROD ALL GROUNDING AS PER N,E.C. T NOTES: -THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DISCONNECTING MEANS FOR ALL DISPENSER VOLTAGE SOURCES TO COMPLY WITH NEC ARTICLE 514.13, NEC 2002, - ALL EQUIPMENT SHOWN IS NEW INSTALLATION. EQUIPMENT LAYOUT SHOWN FOR REFERENCE ONLY, EQUIPMENT MUST BE FIELD INSTALLED TO ACCOMODATE ANY EXISTING ELECTRICAL INSTALLATION. - ALL DISPENSING EQUIPMENT IS POWERED FROM PANEL 'FP' EXCLUDING THE VEEDER ROOT CONSOLE AND THE VEEDER ROOT OVERFILL ALARM, - CONTRACTOR IS RESPONSIBLE FOR SUPPLYING POWER TO THE CONSOLE AND ALARM, AS WELL AS SUPPLYING MAIN POWER TO PANEL 'FP'. DISCONNECIING MEANS AND METERING TO BE SUPPLIED FROM LOCAL UTLITY. - ONLY EQUIPMENT SHOWN ON PANEL SCHEDULE IS TO BE POWERED FROM PANEL 'FP'. TTIE ENTIRE PANEL SHUTS DOWN IN AN EMERGENCY SHUT -DOWN SITUATION. - CONTRACTOR TO MOUNT VEEDER ROOT CONSOLE AS PER MANUFACTURER'3 SPECIFICATIONS AND LOCATE AS PER FIELD REPRESENTATIVE INSTRUCTIONS. - ALL CONDUIT FROM ELECTRICAL ROOM ARE TO BE PROPERLY SUPPORTED AND SECURED AS PER NATIONAL ELETRICAL CODE. - CONTRACTOR TO CONSULT FIELD REPRESENTATIVE FOR DESIRED LOCATION TO RUN CONDUIT FROM ELECTRICAL ROOM, CONDUIT SCHEDULE 1 - I.S. SENSOR WIRING FOR TANK 1,1 (3/4") 2 - POWER TO SUBMERSIBLES (3/4 ) 3 - SPARE TO 'TANK SUMPS (3/4") 4 - EMERGENCY SHUT-OFF SWITCH (DISPENSERS) (3/4") 5 - VEEDER ROOT OVERFILL ALARM (3/4") 6 - POWER TO DISPENSER / DATA WIRING (1") 7 - I.S. WIRING TO DISPENSER SUMP SENSOR 1 (3/4") 8 - SPARE 'TO DISPENSER SUMP 1 (3/4") 9 - DISPENSER PULSER TO VEEDER ROOT • CONTRACTOR TO IDENTIFY THE FUNCTION OF EACH CONDUIT IN ELECTRICAL ROOM. 40 CCf PANEL rA I SCHEDULE A - ELECTRICAL CONDUIT SCHEDULE r TO DISPENSERS I I J.__�� ^_ - — DHI I TO DISPENSER #1 i I zcza I 1C#12 GRD 3/4"c I I I I I SURGE MANAGEMENT1 SYSTEM (3 - - •-- — — — — — -Q - H� _ TO SUBMERSIBLE PUMP #1 LFP-37/J59 2C#10 1C#10 GRO OUTPUT WIRING TO 3/4"C ELECTRONIC EQUIPMENT INPUT WIRING FROM CIRCUIT BREAKERS SINGLE LINE DIAGRAM SCALE: N.T.S. NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN 15 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ITEM NO. DESCRIPTION MANUFACTURER MANUFACTURER PART NO. NOTES A 40 CIRCUIT LQADCENfER 120/208 1Ph GENERAL ELECTRIC TLM4020CCU Branch Circuit Breakers per Schedule B - Equipment Ground TOK42 - Circuit Directory 0 EMERGENCY CONTACTOR TELEMECHANIQUE Specify as required Contractor to provide an Emergency Contactor capable of handling the main load of the panel and shuts down all power to panel FP' (including neutral if applicable), V MOMENTARY PUSH BUTTON SQUARE D 9001SKR1RH13 - Push - NEMA 4 Flush Mounted Enclosure - EMERGENCY SHUTOFF BUTTONS Button - Exterior buttons to have clear - RESET BUTTON FOR EMERGENCY CONTACTOR KN105RP - Legend plate weather-proof button cover plates (K60). K60 - Clear Cover - Rernote shut down buttons at dispensers plate to be installed as per NEC. Order contact blocks as _ required. (D) VEEDER ROOT PANEL VEEDER ROOT TLS--35OR Powered from saporate/al torn ato power source. CE) SURGE MANAGEMENT SYSTEM POWER INTEGRITY SMS-PS-9-9 VEEDER ROOT OVERFILL ALARM VEEDER ROOT ACKNOWLEDGEMENT SWITCH VEEDER ROOT 79QQ91-001 Powered from ue orate alternate power source. P / _ 790095-001 Q DISPENSER HOOK ISQLARON FE PETRO STP--DHI 2HP VARIABLE FREQUENCY CONTACTOR REGULAR FE PETRO IST-VFC GENERAL PURPOSE RELAY SQUARED #8501-CO16-V20 Shut down relay for emergency contactor J - SCHEDULE C - ELECTRICAL EQUIPMENT SCHEDULE PANT-M I P Voltage: 120/208V, 10 Amperage Interrupting Capacity: 1 U,000 AIC Mains: 200A M.L.O. Panel Type: General Electric / Bottom Feed, Surface Mount Notes Aescri tion Wire Load Pole Brkr CIRCOI'P Brkr Pole Load Wire Besori tion Note A B C DISPENSER #1 12 - - SWN 1 2 2 12 SPACE __ -� DISPENSER CONTROL POWER 12 900 2 20-SWN 3 5 4 6 - - 12 SPACE SPACE - - - - 2 12 SPACE ` SPACE - - - 7 9 8 10 - - 12 SPADE SPACE - - 2 - 12 SPACE SPACE_ ' - - 11 13 12 14 - 12 SPACE SPACE - 2 - 12 SPACE SPACE - - - 15 17 16 18 - 12 SPACE SPACE - - 2 12 SPACE SPACE - 19 21 20 22 - - 12 SPACE SPACE - - 2 12 SPACE -- SPACE -_ - 23 25 27 29 24 26 28 30 - 12 SPACE SPACE - - 1 12 SPACE SPACE _ - 20 1 100 12 5TP-DHI PUMP 1 A C SPACE - - - - 2 12 SPACE SPACE - 31 33 32 '3E2 w 12 SPACE A B C DISPENSER LIGHTS (1) 12 - SWN 12 SPACE - 12 400 2 20-5WN 35 37 36 38- 12 SPACE A B C SUUMERSIBLE PUMP #1 10 2080 2 30 - tU SPACE 10 2080 30 39 40 10 SPACE Notae: A INSTALL CIRCUIT BREAKER LOCKS (LOCKAOLF. IN "OFF' PosinoN FOR PFR1001C 14UNTENANCE/REPAIR) 8 CIRCUIT IS fO BE SURGE PROIECTED C POWER WIRED THROUGH ENERCENCY FUEL PUMP SHUT—OFF CIRCUIT SCHEDULE B - ELECTRICAL FUEL PANEL (FP) SCHEDULE ISSUE FOR BY DATE - FOR REVIEW ONLY FOR APPROVAL ,% :/ RY - FOR RID �_-_- 0 - FOR CONSTRUCTION L-I - FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION_ BY DATE REVISIONS Logo: / AAWV Client: THE HERTZ CORPORATION Address: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Tille: ELECTRICAL EQUIPMENT LAYOUT ititford A/w,Jacques Company Inc. 27 Congress Street, Portsmouth, NH 03801 USA, Tel: 1603) 431-4699 NUMBER: NI-IP-05041—E-05 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER OUT SHALL UE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Stamp: DESIGN: _ JCB DRAWN: JCB CHECKED: / /IY JSC DATE: 03/31 /05 SCALE: 1 >>-1 0,> n n n n J MMtJAVN II VMLV 1 JVVV/L .PNUL-L 11 LL 1 JN+- 1-IJ " ISSUE FOR BY DATE — FOR REVIEW ONLY — FORAPPROVAL — FOR DID _ — FOR CONSTRUCTION — FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo: Aff - #�?, Client: THE HERTZ CORPORATION Address; SANFORD IN`I'ERNA`1'IONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title; FUEL PIPING PLAN N/wJacques Whitford Company Inc. 2l Congress Slreei, Porl,moulh, NH 03801 USA, Tel: 16031 431-4899 NUMBER: P-01 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHI TFORD LOANED '10 THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT. COPIED OR DUPLICATED FOH "rHE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Slump: DESIGN: RUNALD B. LAURENCE JR. JCD FLORIDA PROFE5510NAI_ ENGINEER DRAWN: #37713 JCB CHECKED: JJC DATE: 03/31 /05 3/16"=V-0" s ISSUE FOR BY DATE DPW 523V-3253 PRESSURE VENT CAP (YELLOW BANDED PRESSURE/VAC RAHNG) 3"0 SCH, 40 GALV. VENT PIPE BUILDING OUTLINE 3"4 SCH, 40 GALV, 45' ELBOW 3'o SCH. 40 GALV, VENT PIPE 3"o SCH, 40 GALV, 45' ELBOW 3" GALV. COUPLING REQUIRED AT GRADE VENT CLUSTER DOGLEG SEE DETAIL SLOPE MIN. 1/8" PER FOOT BACK TO 'TANK SEE WALL BRACKET DETAIL max. 20' BETWEEN BRACKETS TYP, CONTRACTOR TO PROVIDE 1/4" THREADED TEST PORT C/W PLUG 3"93 SCH, 40 GALV, VENT PIPE MOUNTED TO BUILDING 3" AMERON SINGLE WALL FRP VENT PIPE 3" 90' FRP ELBOW 3" FRP BELLxMALE ADAPTER NEW VENT CLUSTER DETAIL SCALE: 3/8"= V-0" 2 ONLY 3" x 3" x 1/4" HOT DIPPED GALVANIZED STEEL ANGLES 1/2" ANCHOR BOLTS 3" PIPE SCH 40 GALVANIZED 3" U-BOLTS 3" x 3" x 1 /4" ANGLE 2 REQUIRED) WALL BRACKET —PLAN VIEW SCALE: 1 /2"-V-O" t SCN 4U ,NIZED BOLTS ONLY 3" x 3" x 1/4" HOT DIPPED ALVANIZED STEEL ANGLES /2" ANCHOR BOLTS 3" x 3" x 1 /4" ANGLE (2 REQUIRED) WALL BRACKET — ELEVATION SCALE: 1/2"=V--O" 3" AMERON SIN FRP ' Tl VENT RISER 90' FRP ELBOW SLOPE TO TANKS min, 1/8' PER FOOT VENT CLUSTER DOGLEG DETAIL SCALE: 3/8"=V-0" FRP PIPE NOTES; 1) CONTRACTOR TO INSTALL FRP PIPE USING ONLY MANUFACTURER'S APPROVED CLUE KITS AS JOINING ADHESIVE. 2) ALL FRP PIPE DIRECTIONAL CHANGES SHALL BE FOLLOWED BY A 4'-0" SECTION OF STRAIGHT PIPE (MINIMUM). REFER TO INSTALLATION MANUAL FOR ADDITIONAL FRP DOGLEG REQUIREMENTS. 3) ALL PIPE MUST SLOPE 1/8" PER FOOT CONTINUOUSLY FROM THE FIRST DISPENSER TO THE TANK. 3" AMERON DUALOY 3000/L FRP SINGLE WALL VENT/STAGE II VAPOR RECOVERY PIPE 3" PISCES ENTRY FITTING BF-300 3" AMERON DUALOY 3000/L FRP 45' ELBOW 3" AMERON DUALOY 3000/L FRP VENT/STAGE II VAPOR RECOVERY PIPE 3" AMERON DUALOY 3000/L FRP 90' ELBOW 3" AMERON DUALOY 3000A FRP SPxMALE ADAPTER DPW 233VM-4433 VENT VALVE EXTRACTOR 4x4x3x3 o/w DPW 233VP-6046 TEST PLUG TO BE REMOVED AFTER TEST 3" AMERON DUALOY 3000/L FRP SPxMALE ADAPTER 3" AMERON DUALOY 3000A FRP 90' ELBOW 3" AMERON DUALOY 3000/L FRP VENT/STAGE II VAPOR RECOVERY PIPE 3" AMERON DUALOY 3000/L FRP 45- ELBOW 3" PISCES ENTRY FITTING BF-300 3" AMERON DUALOY 3000/L FRP SINGLE WALL VENT/STAGE II VAPOR RECOVERY PIPE DPW 17 STAGE 1 VAPOR I OPW 611 STAGE I VAPOR RECOVERY SV OPW 6511-RB16 I 4" GALW OPW STAGE I VAP( VENT VALV 4x4x, 233VP--604 FI FOR STAGE II A NOTE: BASE MAP PROVIDED BY GREENBERG FARROW, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY. REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY, IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 4" GALVANIZED RISER PIPE FOR FILL POINT VEEDER ROOT TANK LEVEL MONITOR SEE DWG, E-03 AND E-04 FOR ELECTRICAL DETAILS OPW-PISCES TANK SUMP #TSMF-4536 WATER TIGHT TURBINE ENCLOSURE PLAN UST PIPING SUMP STAGE I STAGE II AND FILL CONNECTIONS SCALE: 1"=V-0" ELEVATION UST PIPING SUMP STAGE I STAGE II AND FILL CONNECTIONS SCALE: 1"=V-0" OPW TIGHT FILL TOP SEAL CAP >34TT--7085-EVR (4") ,/W BRASS IDENTIFICATION TAG NDICATING PRODUCT STORED AND TANK CAPACITY )PW TIGHT FILL SWIVEL ADAPTOR iISALP-1020-EVR 2' (TYP. 1 2HP 2" UPP MALE "THREADED AD UPP-8 2" UPP FRP-75 o/w UPP-49.075,063 FUSION TERMINATING RE( AND 02.75 (SC) SECONDARY FUSION COL 2" COAXIAL UPI UPP-01,7: 2" MULTI -PORT SPILL CONTAINMENT MANWAY V/OBSERVATION PORT, 5 GAL, FILL AND STAGE I SPILL CONTAINERS )PW/POMECO #6571-EVR-B-16-30-42-SC-05-2 )PW 35" FRP COVER WITH TWO 6 GALLON PATER SHROUD BOOTS AND CLAMPS JACK SCREW ASSEMBLY FOR 6150-EVR VALVE DPW 61JSK-4400-EVR THREADED FACE SEAL ADAPTER )PW FSA-400 I" GALVANIZED RISER PIPE OR FILL POINT VEEDER ROOT TANK LEVEL MONITOR SEE DWG, E-03 AND E-04 FOR ELECTRICAL DETAILS VEEDER ROOT SUMP LIQUID SENSOR NOTE: SUBMERSIBLE "MASTER-SLE REFER TO PU PUMP INSTAL PICTORAL VIEW PLAN CNI EZ—LIFT MANHOLE COVER DETAIL SCALE: N.T.S. PLAN UST PIPING SUMP c/w FE PETRO 2HP VS SUBMERSIBLE SCALE: 1 "=V-0" ELEVATION UST PIPING SUMP c/w FE PETRO 2HP V) SUBMERSIBLE SCALE: 1 "=1'--O" OPW--PISCES TANK SUMP #TSMF-4536 WATER TIGHT TURBINE ENCLOSURE Z LIFT MANWAY W/ CAM-LOK ZVATION PORT AND SKIRT ANUFACTURING MODEL #7046 COVER (ARIABLE SPEED RSIBLE PUMP 'LLD IVERSAL #213FP--20 PORT BALL VALVE ALL LOCATIONS -TANK SUMPS) LVANIZED UNION GROUND JOINT PISCES TANK SUMP #TSMF-4536 R TIGHT TURBINE ENCLOSURE FOR REVIEW ONLY / FOR APPROVAL - FOR BID - - - FOR CONSTRUCTION - FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No, DESCRIPTION BY DA rE REVISIONS Logo: Client: Address: SANFORD INTERNATIONAL AIRPORT SANF'ORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Title: TANK PIPING DETAILS Juacques 1t A/w, Company Inc. 27 Congress Street, Purt5mouth, NH 03801 USA, let: 1603) 431-4899 NUMBER: P-03 REV.: A THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE 05ED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH II' REFERS. Siomp: DESIGN: RONALD B. LAURENCE JR. JCD FLORIDA PROFESSIONAL ENGINEER #57713 DRAWN: JCB CHECKED: / Jsc UA fE: � 03/31 /O5 'rl 11-/ 4 SCALE: 1 /4"-1'-O" ISSUE SLOPE CONCRETE AWAY FROM MANHOLES AT A 17, GRADE PW 1U4-AOW-12OU MAT REINFORCEMENT 1/2" (y4) REUAR 012" O/C TOP AND BOTTOM BOTH WAYS GRADE C w al 7:g; DPW 62PMC LOCKABLE MONITORING CAP. CONTRACTOR 'TO PROVIDE WATERPROOF, I ?t.. RUSTPROOF LOCKS FOR EACH OBSERVATION WELL, ALL WELLS TO HAVE KEY ALIKE LOCKS. CONTRACTOR TO 'TURN KEY OVER TO OWNER FOLLOWING INSTALLATION. 2" CONCRETE GROUT POURED TO WALLS OF MANHOLE 12" OF BENTONITE CLAY TO BE USED AS SEALANT 4"0 SLOTTED PVC .020 _ 4"0 SCH, 40 SLOTTED PVC (SLOT SIZE ,020) o _ WITH NO LESS THAN 30 SLOTS PER FOOT. O C t W c O nE� �.� DEADMAN c- Lu -- r-P V V) O m m ,t 4" 0 SCH. 40 PVC SLIP-ON CAP NOT GLUED DETAIL 2 OB NERVATION WELL DETAIL SCALE: 1/2" = l'-O" MONITOR MANHOLE OPW 104-AOW-1200 FINISHED GRADE OPW 62PMC LOCKABLE MONTTORING GAP. CON'IRACTOR TO PROVIDE WATERPROOF, RUSTPROOF LOCKS FOR EACH OBSERVATION WELL, ALL WELLS TO HAVE KEY ALIKE LOCKS, CONTRACTOR TO TURN KEY OVER TO OWNER FOLLOWING INSTALLATION, 4"0 PVC SLOTTED 0.0 OBSERVATION WE SEE DETAILS 1 & 4" 0 SCH, 40 PV SLIP-ON CAP NOT GLUED NOTE; INSTALL ALL EQUIPMENT AS PER MANUFACTURER'S SPECIFICATIONS. 3/4" PLYWOOD CORRUGATED GALVANIZED STEEL CULVERT SECTION VEEDER ROOT SVMP LIQUID SENSOR 42" EZ LIFT MANWAY W/ CAM-LOK OBSERVATION PORT AND SKIRT CNI MANUFACTURING MODEL #7046 2HP VARIABLE SPEED SUBMERSIBLE PUMP c/w MECHANICAL LEAK DETECTOR 2" GALVANIZED UNION GROUND JOINT UPP COAXIAL PIPE TO DISPENSERS OPW-PISCES TANK SUMP #TSMF-•4536 WATER TIGHT TURBINE ENCLOSURE NOTE: TOP OF RISER CAPS TO BE MOUNTED 4" BELOW UNDERSIDE OF COVERS. NOTE: TOP OF TOP SEAL CAP OF FILL PORT TO BE MOUNTED NO MORE THAN 3" BELOW UNDERSIDE OF SPILL BOX OPW 1711 T-7085-EVR COVER. STAGE 1 VAPOR RECOVERY CAP OPW 61VSA-1020-EVR STAGE I VAPOR RECOVERY SWIVEL ADAPTOR 3/4" PLYWOOD - CORRUGATED GALVANIZED STEEL - CULVERT SECTION Rr;rur.aIR, UNI,PAl) LU OPW 6511-ROIG R15ER SPACER 4" GALVANIZED PIPING OPW 233VM-4433 STAGE I VAPOR RECOVERY VENT' VALVE EXTRACTOR 4x4x3x3 c/w OPW 233VP-6046 TEST PLUG 3" AMERON FRP 90' ELBOW CONTAINMENT SOLUTIONS DOUBLE WALL FRP UST - 12,000 GALLONS TANK ELEVATIO SCALE: 1/2" = V-O" TANK LEVEL MONITORING SYSTEM PRODUCT LEVEL FLOAT VEEDER ROOT MAGNETOSTRICTIVE PROBE WATER LEVEL FLOAT 1. OPW TIGHT FILL TOP SEAL CAP 634TT-7085-EVR (4") C/W BRASS IDENTIFICATION TAG INDICATING PRODUCT STORED ,AND TANK CAPACITY DPW TIGHT FILL SWIVEL ADAPTOR 61SALP-1020-EVR 42" MULTI -PORT SPILL CONTAINMENT MANWAY W/OBSERVATION PORT, 5 GAL, FILL AND STAGE I SPILL CONTAINERS OPW/POMECO #6571-EVR-9-116-30-42-SC-05-2 OPW 33" FRP COVER WITH TWO 5 GALLON WATER SHROUD BOOTS AND CLAMPS OVERFILL VALVE POSITIONED FOR POSITIVE SHUTOFF AT NO MORE THAN 95% OF TANK CAPACITY OPW 61SO--40OC-EVR (FOR 8' UST) OVERFILL DROP TUBE /`' UPW 104A-1800 18"0 CAST IRON MANHOLE INTERSTITIAL SPACE MONITOR JACK 5CREW ASSEMBLY OPW 61JSK-4400-EVR THREADED FACE SEAL A OPW FSA-400 4" GALVANIZED PIPING TO BE MASTIC COATED VEEOF.R ROOT MAC 1 TANK LEVEL MONITOR VEEDER ROOT SUMP LIQUID SENSOR 1'-5" TANK APRON I / 4 p 4 /J °. 4 4- .4 ' ° 4 N . A4 d 44 4 q t__ 4. 4.444 4q 4 4.2'—Gn._�_.. 4 q ' 4 ° 4 ° d p• ° 4 .4 4.. .4 q .. q.4 • q 4 q d 4 a 4 ° 4 4 4 4 ° r °.4 4 ' 4q• Q 4 4 4 4 DETAIL 1 OBSERVATION WELL DETAIL SCALE: 1/2" = 1'-0" SO-EVR VALVE FINISHED GRADE NOTE: NEW OPW 104-AQW-1200 12" MANHOLE FOR OBSERVATION WELL TYPICAL 2 PLACES ASPHALTIC SEALANT AROUND PERIMETER OF NEW TANK APRON VULKEM 45 POLYURETHANE SEALANT APPLIED AS PER MFR'S RECOMMENDATIONS BASE MAP PROVIDED BY GREENBERG FARROW, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR 'TO ANY CONSTRUCTION ACTIVITIES, THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY, REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, "TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL. AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IT IS THE RESPON51BILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, FOR - FOR REVIEW ONLY FOR APPROVAL El —FOR BID -- FOR CONSTRUCTION ❑ —FOR AS BUILT BY DATE NOTES: BUILDING PERMIT SET JIT 04/12/05 No. DESCRIPTION BY DATE REVISIONS Lego: A Cl len t: THE HERTZ CORPORATION Addreca: SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM Ti11e: TANK ELEVATION AND DETAILS i Jac"ues if ord F.OrrlpUrly Inc. 27 Convess Street, Porlsmoulh, NIi 03801 USA, Tel: (603) 431 4a99 NUMBER, P-04 THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Stomp: DESIGN: RONALO d. LAHRENCE A JCB FLORIDA PROFESSIONAL. ENGINEER 57713 DRAWN: JCB CHECKED: (� OS JSC DATE: 03/31 /05 SCALE: A, HANDLING 1. LIFTING 'TANKS USE INSTALLATION LIFT LUG(S) TO LIFT TANKS. LARGER TANKS (10' AND 12' DIA.) HAVE MULTIPLE LIFTING LUGS: ALL MUST BE USED. GUIDE THE TANK WITH GUIDE LINES. DO NOT USE CHAINS OR CABLE AROUND THE TANK, DO NOT STAND ON THE TANK WHILE IT IS BEING LIFTED. ONLY USE LIFTING EQUIPMENT TO MOVE TANKS, CAPACITY OF LIFTING EQUIPMENT MUST BE CHECKED BEFORE MOVING TANKS. 2. DOUBLE WALL TANKS CANNOT BE MANUALLY UNLOADED FROM -THE TRUCK. DO NOT ROLL OR DROP "THE TANK. FOR TEMPORARY STORAGE AT THE JOBSITE, SET 'TANKS ON SMOOTH GROUND FREE OF ROCKS AND FOREIGN OBJECTS AND RECHOCK WITH THE TIRES OR SANDBAGS PROVIDED, B. BED AND BACKFILL ALL EXCAVATED NATIVE SOIL MUST BE REPLACED WITH APPROVED BACKFILL. DO NOT MIX APPROVED GRAVEL WITH SAND OR NATIVE SOIL. ALWAYS USE APPROVED GRAVEL. DO NOT BACKFILL USING SAND OR NATIVE SOIL. IF BACKFILL DOES NOT MEET THE SPECIFIED REQUIREMENTS, ALTERNATE MATERIALS MAY NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE OWNER'S ENGINEER. 1. GRAVEL A CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZES NOT LESS THAN 1/8" OR MORE THAN 3/4" IS REQUIRED. 2, CRUSHED STONE OR CRUSHED GRAVEL WASHED, CRUSHED STONE OR GRAVEL WITFI AN ANGULAR PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 1/2" IS REQUIRED, NOTE: ALL BACKFILL MATERIALS MUST MEET ASTM—G 33 PARAGRAPH 9,1 FOR QUALITY AND SOUNDNESS. THE BACKFILL SHOULD NOT HAVE MORE THAN 3 PERCENT PASSING THE NO,8 SIEVE, THE DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT, IN FREEZING CONDITIONS, THE BACKFILL MUST BE DRY AND FREE OF ICE, NOTE: THE CONTRACTOR SHALL REQUIRE HIS BACKFILL SUPPLIER TO CERTIFY THAT THE BACKFILL MEETS THESE SPECIFICATIONS. C. VISUAL AIR/SOAP TESTING DOUBLE WALL TANKS ARE SHIPPED TO THE JOBSITE WITH A VACUUM IN THE TANK CAVITY BETWEEN THE INNER AND OUTER TANK WALLS, THE VACUUM SHOULD BE LEFT UNDISTURBED UNTIL THE TANK IS READY TO BE AIR TESTED BY THE CONTRACTOR, IN THE UNLIKELY EVENT OF SHIPPING DAMAGE, THIS TEMPORARY VACUUM SERVES AS AN EARLY WARNING DEVICE, THE VACUUM CAN DETECT RELATIVELY "LARGE" LEAKS IN THE INNER OR OUTER TANK, BUT IT CANNOT DETECT "SMALL" LEAKS. THEREFORE, PRIOR TO THE INSTALLATION, ALL TANKS MUST ALSO BE AIR TESTED AND SOAPED USING THE FOLLOWING PROCEDURE: RELEASE THE VACUUM IN THE TANK CAVITY. BEFORE SETTING THE TANK IN THE EXCAVATION, PLUG AND TIGHTEN ALL FITTINGS. PRESSURE TEST TANKS TO 5 PSI AS FOLLOWS: OUTER WALL TEST: CAUTION: PRESSURIZING THE TANK CAVITY OVER 5 PSI MAY DAMAGE THE TANK. FOR ALL 'TESTS, INSTALL AN AIR GAUGE AT THE FITTING WHERE THE AIR PRESSURE HOSE IS CONNECTED TO THE TANK AND A SECOND GAUGE WITH 1/4 OR 1/2 POUND INCREMENTS SO THAT CHANGES IN AIR PRESSURE CAN BE EASILY OBSERVED. USING A MANIFOLD SYSTEM CONNECTED TO THE INNER TANK AND THE CAVITY BETWEEN THE INNER AND OUTER TANK, PRESSURIZE THE TANK CAVITY USING AIR PRESSURE FROM THE INNER TANK. STEP 1 — WITH THE MANIFOLD VALVE TO THE CAVITY CLOSED, FIRST PRESSURIZE THE INNER TANK TO 5 PSI MAXIMUM. STEP 2 — CLOSE THE AIR SUPPLY VALVE TO THE INNER TANK AND THEN DISCONNECT THE AIR SUPPLY. STEP 3 — PRESSURIZE THE CAVITY BETWEEN THE INNER AND OUTER TANK TO 5 PSI MAXIMUM BY OPENING THE MANIFOLD VALVE THEREBY TRANSFERRING PRESSURE FROM THE INNER TANK. DO NOT CONNECT THE AIR SUPPLY DIRECTLY TO THE MONITORING FITTING OR ALLOW THE MANIFOLD VALVE TO BE OPEN DURING STEP 1. TYPICAL AIR COMPRESSORS CAN OVER PRESSURIZE (OVER 5 PSI) THE TANK CAVITY BETWEEN THE INNER TANK AND OUTER WALL IN LESS THAN 2 SECONDS. STEP 4 — MONITOR THE PRESSURE ON BOTH THE INNER TANK AND CAVITY BETWEEN THE INNER AND OUTER TANK FOR AT LEAST 30 MINUTES, SOAK THE OUTER TANK AND CHECK FOR LEAKS AS INDICATED BY BUBBLES. AN OUTER WALL LEAK DETECTED BEFORE BACKFILLING IS SIMPLE TO REPAIR. DO NOT BACKFILL A TANK WITH A KNOWN OR SUSPECTED LEAK IN THE OUTER WALL. INNER WALL TEST STEP 5 -- CLOSE THE MANIFOLD VALVE TO THE CAVITY BETWEEN THE INNER AND OUTER WALL. RELEASE THE PRESSURE AND VENT THE PRIMARY TANK (BY OPENING THE AIR SUPPLY VALVE), BUT MAIN -FAIN THE 5 PSI MAXIMUM PRESSURE ON THE CAVITY BETWEEN 'THE INNER AND OUTER WALLS. STEP 6 -- MONITOR THE AIR GAUGE ON THE TANK MONITORING FITTING FOR ANOTHER 30 MINUTES, BUT NOT MORE THAN 60 MINUTES. LONGER TESTS CONDUCTED DURING CHANGING TEMPERATURES OR CHANGING CLOUD COVER MAY DISTORT -LEST RESULTS BY 1 PSI. IN THE UNLIKELY EVENT THAT A TANK LEAK IS DISCOVERED IN ANY OF THE ABOVE TESTS, CALL THE MANUFACTURER'S FIELD SERVICE MANAGER TO SCHEDULE A TANK REPAIR, DO NOT ATTEMPT TO REPAIR THE TANK, DO NOT EXCEED 5 PSI DURING AIR TEST. AFTER SUCCESSFULLY COMPLETING THE AIR TEST, DISCONNECT AND REMOVE THE AIR MANIFOLD FITTINGS, HOSE AND VALVE. BEFORE BACKFILLING TO GRADE, A 5 PSI AIR/SOAP TEST ON ALL FINISHED PIPING CONNECTIONS AND UNUSED TANK FITTINGS IS RECOMMENDED. _ANK INSTALLATION INSTRUCTIONS DOUBLE WALL FIBERGLASS TANKS: D. "TANK EXCAVATION SIZE FOR 4 FOOT THROUGH 12 FOOT TANK DIAMETERS, THE EXCAVATION MUST BE LARGE ENOUGH TO ALLOW A MINIMUM OF 24 INCHES BETWEEN THE TANK SIDES/ENDS. THE DISTANCE BETWEEN THE TANKS MUST BE AT LEAST 24 INCHES OR LARGER, IF NECESSARY TO ACCOMMODATE THE DEADMAN ANCHOR BETWEEN ADJACENT TANKS. E. BURIAL DEPTH AND COVER THE TANK HOLE MUST BE DEEP ENOUGH TO ALLOW A MINIMUM 12" REQUIRED BACKFILL BED OVER THE HOLE BOTTOM OR CONCRETE SUPPORT SLAB. PAD DIMENSIONS — PAVING MUST EXTEND AT LEAST 12" BEYOND TANK OUTLINE IN ALL DIRECTIONS. MAXIMUM BURIAL DEPTH THE MAXIMUM BURIAL DEPTH IS 7' FROM THE TANK TOP TO GRADE. FOR DEEPER BURIAL DEPTHS, CONTACT THE MANUFACTURER'S TANK INSTALLATION MANAGER. MINIMUM BURIAL DEPTH MINIMUM BURIAL DEPTH AS PER PIPING SLOPE FOR DRAINAGE AND AS PER MANUFACTURERS SPECIFICATION. F, FILTER FABRIC — WET HOLE LINER FILTER FABRIC WILL BE USED FOR THE INSTALLATION OF TANKS FILTER FABRIC PREVENTS THE MIXING OF PEA GRAVEL WITH NATIVE SOIL WITHIN THE HOLE. THE FABRIC HELPS TO MAINTAIN THE INTEGRITY AND STABILITY OF THE BACKFILL MATERIAL. THE USE OF A FILTER FABRIC IS RECOMMENDED FOR THE FOLLOWING TYPES OF INSTALLATIONS, 1, TIDAL CONDITIONS OR AREAS SUBJECTED TO FREQUENTLY CHANGING GROUNDWATER LEVELS. 2, UNSTABLE SOILS (MUCKS OR LANDFILLS). 3. WATER CONDITIONS WITH SILTY SOIL A SUITABLE FILTER FABRIC IS "AMOCO PROPE:X 4545" AS LISTED BY CONTAINMENT SOLUTIONS INC. EQUIVALENT FABRICS MAY BE SUBSTITUTED UPON APPROVAL OF THE OWNER'S ENGINEER. POLYETHYLENE IS NOT CONSIDERED AN EFFECTIVE MATERIAL TO PREVENT MIGRATION OF PEA GRAVEL AND NATIVE SOIL; IT TEARS AND WILL DEGRADE IN A WET HOLE ENVIRONMENT. INSTALLATION PROCEDURE -- LINE THE EXCAVATION SIDES AND BOTTOM WITH FILTER FABRIC. OVERLAP ADJOINING FABRIC PANELS AT LEAST 12 INCHES. PLACE SOME BACKFILL ON TOP OF THE FILTER FABRIC IN AND AROUND -THE EXCAVATION PERIMETER TO HOLD THE FABRIC IN PLACE. IN WET HOLE INSTALLATIONS, BACKFILL BALLAST IS NECESSARY TO SINK AND HOLD THE FABRIC TO THE BOTTOM OF THE EXCAVATION, G. INSTALLATION PROCEDURE — DRY HOLE FILTER FABRIC WILL BE USED FOR THE INSTALLATION OF TANKS BED PROVIDE A MINIMUM OF 12" LEVEL APPROVED BACKFILL BED OVER HOLE BOTTOM OR CONCRETE HOLD DOWNS. SET TANKS ON BED, DO NOT PLACE TANKS DIRECTLY ON CONCRETE, TIMBERS, BEAMS, OR CRADLES. DO NOT MIX APPROVED GRAVEL WITH SAND OR NATIVE SOIL. ALWAYS USE APPROVED GRAVEL. DO NOT BACKFILL IN LAYERS USING SAND OR NATIVE SOIL. REGARDLESS OF THE HOLE SIZE, ALL EXCAVATED (OR LOOSE) NATIVE SOIL MUST BE REPLACED WITH' AN APPROVED BACKFILL MATERIAL. BACKFILLING NOTE: TANKS INSTALLED WITH BACKFILL TO TOP OF TANK, BUT WITHOUT BACKFILL TO GRADE, SHOULD BE COMPLETELY FILLED WITH WATER OR PRODUCT AS BALLAST. DO NOT PLACE WATER OR PRODUCT IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. BACKFILL USING THE SAME MATERIAL AS USED FOR BEDDING. PLACE FIRST 12" LIFT EVENLY AROUND TANKS, FROM THE BANK OR ADJACENT TANK TOP, BACKFILL MUST BE PUSHED COMPLETELY BENEATH THE TANK BOTTOM, BETWEEN RIBS AND UNDER END GAPS TO PROVIDE NECESSARY SUPPORT, A LONG HANDLED PROBE CAN BE USED TO PENETRATE BACKFILL AND PUSH IT BETWEEN ALL RIBS AND AT 3 TO 5 POINTS UNDER ENDCAPS. THE BACKFILL MAY BE SHOVELED BENEATH THE TANK, PLACE ANOTHER 12" LIFT EVENLY AROUND THE TANKS. REPEAT THE PROBING OF BACKFILL FROM THE BANK OR ADJACENT TANK TOP, AFTER COMPLETION OF SECOND LIFT, BACKFILL CAN BE BROUGHT TO 'FOP OF TANKS OR GRADE WITHOUT ADDITIONAL HANDWORK. (COMPACTION MAY BE REQUIRED FOR SLAB SUPPORT.) THIS METHOD WILL NOT WORK IN TIGHT AREAS; OR IN STRAIGHT WALLED HOLES. STRAIGHT WALLED HOLES WILL REQUIRE A CURVED PROBE TO BACKFILL UNDER THE TANKS, THE CURVED PROBE IS A 4' SECTION OF THE LONG HANDLED ALUMINUM PROBE BENT ON A RADIUS TO MATCH THE TANK CURVATURE. A LEVERAGING ACTION ON THE LONG HANDLED PROBE CREATES A PUSHING ACTION UNDER THE TANK BOTTOM. THE FOLLOWING PROCEDURE IS THE MOST EFFECTIVE FOR THE CURVED PROBE: 1, AFTER SETTING THE TANK ON THE GRAVEL BED, PROBE THE ENTIRE TANK BOTTOM AND AROUND THE END CAPS, 2, PLACE THE FIRST 12" LIFT OF BACKFILL. 3. PROBE THE ENTIRE TANK BOTTOM AND END CAPS AGAIN. 4. PLACE THE SECOND 12" LIFT OF BACKFILL. 5. SWITCH 1*0 STRAIGHT PROBE SECTION AND PROBE TANK AGAIN. H. INSTALLATION PROCEDURE — WET HOLE A FILTER FABRIC SEPARATOR SHALL BE INSTALLED TO PREVENT FINE SOILS MIGRATION. REFER TO SECTION "F" ABOVE FOR DETAILS. WATER LEVEL SHOULD BE MAINTAINED AT LOWEST PRACTICAL LEVEL BY USING PUMPS WITH OR WITHOUT A WELL POINT SYSTEM, PREPARE BED AS OUTLINED IN SECTION "G". BALLAST IF THE WATER LEVEL CANNOT BE LOWERED, THE TANKS WILL NEED TO BE BALLASTED, PLACE TANKS IN THE HOLE, ADDING ONLY ENOUGH BALLAST TO SINK THEM, BALLAST LEVEL IN 'TANKS MUST NEVER EXCEED WATER LEVEL IN THE HOLE DURING INSTALLATION, WHILE ADDING BALLAST, USE ONLY LIFTING CABLE TO KEEP TANKS IN POSITION. TANKS SHOULD BE FREE TO ROLL SLIGHTLY, BACKFILLING DISTRIBUTE BACKFILL EVENLY AROUND TANKS, PUSH BACKFILL UNDER TANKS AFTER EACH DROP USING EITHER A LONG HANDLED PROBE OR AN AIR JET. AFTER BACKFILL IS AT LEAST 2' UP THE TANK SIDES, ADDITIONAL BACKFILL CAN BE FREELY ADDED TO TANK TOP WITHOUT USING THE PROBE OR AIR JET. ADDITIONAL INFORMATION ON ALTERNATE OUT OF HOLE 'TECHNIQUES ARE AVAILABLE FROM FLUID CONTAINMENT TANKS. I, ANCHORING MECHANICAL TANK ANCHORING SHALL BE REQUIRED FOR ALL 'TANK INSTALLATIONS. INSTALLATION INSTRUCTIONS VARY WITH 'THE DIFFERENT TANKS MANUFACTURERS. THE CONTRACTOR SHALL BE AWARE OF AND FOLLOW THE GUIDELINES SET FORTH BY THE PARTICULAR TANK MANUFACTURER FOR THIS SITE. TWO COMMON METHODS OF MECHANICAL TANK ANCHORING ARE THE USE OF A FULL CONCRETE ANCHOR PAD OR THE USE OF DEADMEN ANCHORS. EACH OF THESE METHODS IS BRIEFLY DESCRIBED BELOW, BOTH METHODS MAKE USE OF FIBERGLASS ANCHOR STRAPS, TRIPLE CLAMP THE WIRE ROPE, DO NOT USE STRAPS OR CABLES BETWEEN RIBS. CONCRETE ANCHOR PAD THE WEIGHT OF OVERBURDEN ON TOP OF THE CONCRETE SLAB PROVIDES THE ANCHORING FORCE. THIS PAD DESIGN IS STRICTLY FOR BUOYANCY. POOR SOIL CONDITIONS MAY REQUIRE INCREASED REINFORCEMENT AND SLAB SIZE. IMBED ANCHOR POINTS IN CONCRETE AND ATTACH THEM TO ENDS OF STRAPS WITH WIRE ROPE (SEE TABLE AT END OF THIS SECTION) AND CLAMP WITH AT LEAST THREE CLAMPS. BE SURE THERE IS A 12" BED BETWEEN THE CONCRETE PAD AND THE TANKS. THE CONCRETE PAD MUST EXTEND AT LEAST 18" BEYOND SIDES OF TANK AND BE AT LEAST EQUAL IN LENGTH TO THE TANK. IT IS BEST TO EXTEND THE SLAB TO THE UNDISTURBED NATIVE SOIL. DEADMAN ANCHORS THE WEIGHT OF OVERBURDEN ON TOP OF THE DEADMAN AND TANK PROVIDES THE ANCHORING FORCE. LAY DEADMAN ALONG EACH SIDE AND PARALLEL TO TANK, THE TANK MUST NOT "OVERSHADOW" THE DEADMAN ANCHOR, CLAMP WIRE ROPE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH END OF STRAP. WHEN USING DEADMAN ANCHORS IN MULTIPLE TANK INSTALLATIONS, EACH TANK WILL REQUIRE TWO DEADMEN. IF ONE DEADMAN IS USED FOR ADJACENT TANKS, IT MUST BE DOUBLED IN WIDTH. A SEPARATE ANCHOR POINT MUST BE PROVIDED FOR EACH STRAP. REBAR ANCHOR POINTS ARE INCORPORATED WITH THEIR LEGS ANCHORED. UNDER THE REBAR REINFORCEMENT, SPACING FOR ANCHOR POINTS IS DETERMINED BY THE NUMBER OF ANCHOR POINTS SHOWN ON TANK DRAWINGS. AN ANCHOR POINT CAN BE FABRICATED FROM REBAR AS FOLLOWS: TANK DIAMETER REBAR SIZE 4',6' NO.6 8' N 0.8 10',12' N 0.10 TURNBUCKLES HOOK, JAW OR EYE TYPE TURNBUCKLES (STAINLESS STEEL) MAY BE USED IN PLACE OF ALL OR A PORTION OF THE WIRE ROPE DESCRIBED IN THIS SECTION, NOTE: ALL TURNBUCKLES & CLAMPS TO BE STAINLESS STEEL, ALL ANCHORING METHODS MINIMUM PER ANCHOR LOCATION: TANK DIAMETER MIN. REBAR SIZE MIN. REBAR WIDTH 8' #8 F„ 10 #10 7-1/2" 12' #10 7-1/2" STAINLESS STEEL TURNBUCKLE DIA. FOR 8', 10' AND 12' DIA, TANKS HOOK TYPE 1-1/4" JAW TYPE 3/41" EYE TYPE 3/4" WIRE ROPE DIAMETER: 1/2" (FOR 8', 10' AND 12' DIA. TANKS) (USE 6X19 IMPROVED PLOW STEEL WIRE ROPE) DO NOT USE WIRE EYEBOLTS OR BENT STEEL EYEBOLTS NOTE: TANKS INSTALLED WITH BACKFILL 'TO TOP OF TANK BUT WITHOUT BACKFILL TO GRADE SHOULD BE COMPLETELY FILLED WITH WATER OR PRODUCT AS BALLAST. DO NOT PLACE WATER OR PRODUCT IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. J. PIPING AND SUMP CLEARANCES TANKS WITH BOTTOM SUMPS WHEN INSTALLING A TANK EQUIPPED WITH A BOTTOM SUMP, EXCAVATING AND BEDDING MUST BE MODIFIED TO PROVIDE A 12" DEEP BY 24" DIAMETER HOLE CENTERED AT THE SUMP LOCATION. AFTER THE TANK IS PLACED, THE VOID SURROUNDING THE SUMP IS TO BE HAND BACKFILLED AND HAND TAMPED PRIOR TO ADDING BACKFILL AROUND THE TANK. EXTERNAL PIPING 'THE PUMP AND ATTACHED PIPING MUST BE FREE TO MOVE WITH THE ,TANK, USE A FILL BOX OR STREET BOX TO ISOLATE THE PIPING FROM 'THE TRAFFIC PAD. TAKE PRECAUTION DURING CONSTRUCTION TO ENSURE NO DAMAGE OCCURS ,TO THE EXPOSED PIPING AND FITTINGS. INTERNAL PIPING INTERNAL PIPING MUST BE A MINIMUM OF 4" FROM THE TANK BOTTOM (12' DIA, TANKS REQUIRE A 6" MINIMUM CLEARANCE), K. FILLING TANK DO NOT FILL UNTIL BACKFILL IS TO TOP OF 'TANK. NEVER ADD PRODUCT OR WATER FOR HOLD DOWN IN DRY HOLD CONDITIONS UNTIL BACKFILLING IS COMPLETED TO TOP OF TANK. (EXCEPTION: SEE INSTALLATION PROCEDURE, WET HOLE, SECTION "H") L. VENTING ALL TANKS MUST BE VENTED, AS TANKS ARE DESIGNED FOR OPERATION AT ATMOSPHERIC PRESSURE ONLY, EXCEPT FOR USE WITH VAPOR RECOVERY SYSTEMS PROVIDED THE PRESSURE OR VACUUM DOES NOT EXCEED 1 PSI, THE VENT OPENING SHOULD BE THE SAME DIAMETER OR LARGER THAN THE PIPING TO REMOVE PRODUCT. IF THE MONITORING CAVITY BETWEEN THE INNER AND OUTER TANK IS VENTED, IT MUST BE VENTED INDEPENDENTLY FROM THE PRIMARY TANK, PRESSURIZED DELIVERIES ARE NOT RECOMMENDED. IF THE DELIVERY VEHICLE USES PUMPS TO FILL -THE TANK, INSTALL OVERFILL SHUT OFF EQUIPMENT IN THE TANK AND TRUCK TO PREVENT THE 'TANK FROM BEING OVERFILLED. OVERFILLING THE 'TANK UNDER PRESSURE WILL DAMAGE THE TANK, EVEN IF THE TANK VENT IS UNRESTRICTED. M. SITE MONITORING WELLS PLACE MONITORING WELLS AT LEAST ONE FOOT OUTSIDE OF OUTER TANK DIAMETER. BACKFILL WITH THE SAME MATERIAL AS TANK BACKFILL. N. INSTALLATION CHECKLIST COMPLETE 'THE INSTALLATION CHECKLIST, PROVIDED BY THE TANK MANUFACTURER IN THE SHIPPING PACKET. MEASURE, COMPARE AND RECORD THE TANK VERTICAL DIAMETER READING BEFORE BACKFILLING AND AFTER BACKFILL IS BROUGHT UP TO SUBGRADE TO VERIFY THE TANK BACKFILL SUPPORT. A COPY OF THE INSTALLATION CHECKLIST MUST BE RETAINED BY THE TANK OWNER AND INSTALLATION CONTRACTOR TO VALIDATE ANY FUTURE WARRANTY CLAIM. NOTE: TANKS AND PRODUCT PIPING ARE TO BE TIGHTNESS TESTED BEFORE PUTTING THE SYSTEM IN -TO SERVICE. REPORTS SHALL BE SUBMITTED TO THE LOCAL FIRE CHIEF AND TO THE OWNER'S REPRESENTATIVE, SPECIAL CONTRACTOR NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE TANK MANUFACTURER'S INSTALLATION PROCEDURES. THOSE INSTRUCTIONS SHALL TAKE PRECEDENCE OVER THESE DRAWINGS. FAILURE TO FOLLOW THE TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS WILL VOID THE WARRANTY AND MAY RESULT IN TANK FAILURE. 2. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY 'TO ENSURE THAT'THE TANKS ARE NOT ONLY INSTALLED TO THE MANUFACTURER'S MINIMUM REQUIRED DEPTH, BUT ALSO 'TO SUFFICIENT DEPTH TO ALLOW PRODUCT PIPING TO SLOPE CONTINUOUSLY BACK FROM THE PRODUCT DISPENSER TO THE TANK SUMP AT A PITCH OF NOT LESS THAN 1/8 INCH PER FOOT, IF THE CONTRACTOR DETERMINES THAT THE MANUFACTURER'S MAXIMUM ALLOWED TANK DEPTH WILL BE EXCEEDED, THEN THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER PRIOR TO INSTALLATION. 3. PER THE MDE REQUIREMENTS, THE UST SYSTEM MUST BE INSTALLED IN THE CONTINUOUS, ON —SITE PRESENCE AND UNDER THE DIRECTION OF A MD LICENSED UST TECHNICIAN. NOTIFY THE MD OIL CONTROL PROGRAM AT LEAST 3 WORKING DAYS PRIOR TO INSTALLATION. INSTALLATION MUST ADHERE TO MANUFACTURER'S SPECIFICATIONS. NOTE: BASE MAP PROVIDED BY GREENBERG FARROW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY, REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL. OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSFRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOIIFYFHE PROJECT ENGINEER OF RECORD IN WRIHNG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULAHONS AND CODES. ISSUE FOR BY DATE — FOR REVIEW ONLY — FOR APPROVAL — FOR BID ❑ — FOR CONSTRUCTION — FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo: /� ® - P'S cliont: THE HERTZ CORPORATION Address: SANFORD IN`l'ERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM 'Tine: SPECIFICATIONS AND NOTES SHEET I OF 2 Jacques h�f � Company Inc. 27 Congress Street, Portsmouth, NH 03801 USA, Tel: I6031 431-4899 NUMBER: N-01 REV.: THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT IT SHALL NOT BE GIVEN OUT, COPIED OR DUPLICATED FOR THE USE OF ANOTHER BUT SHALL BE USED ONLY by THE RECIPIENT FOR THE PURPOSE TO WHICH If REFERS. Stamp: RONALD B, LAURENCE JR. FLORIDA PROFESSIONAL ENGINEER J57713 DESIGN: JC13 DRAWN: JCB CHECKED: JSC gDATE: 0.5/31 /05 SCALE: m SPECIFICATIONS FOR DOUBLE WALL FIBERGLASS REINFORCED PLASTIC TANKS FOR FUEL STORAGE SUBMERSIBLE TURBINE PUMP SPECIFICATIONS ISSUE FOR BY DATE GENERAL 1.01 RELATED WORK (SEE SITE DRAWINGS AND DETAILS) 1.02 QUALITY ASSURANCE A. GOVERNING STANDARDS, AS APPLICABLE I. ASTM STANDARD DOCUMENT NUMBER D4021---66. 2. UNDERWRITERS LABORATORIES, INC. (U.L.) STANDARD FOR SAFETY 1316, FILE MH 9061 FOR STORAGE OF FLAMMABLE LIQUIDS, A U,L, - CERTIFICATION PLATE SHALL BE ATTACHED TO EACH TANK, 3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NFPA 3OA: AUTOMOTIVE AND MARINE SERVICE STATION CODE NFPA 31: INSTALLATION OF OIL --BURNING EQUIPMENT PRODUCTS: 2.01 DOUBLE WALL FIBERGLASS REINFORCED PLASTIC (FRP) UNDERGROUND STORAGE TANKS. A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOWING DESIGN CRITERIA: 1. INTERNAL LOAD: TANK SHALL WITHSTAND A 5 PSI AIR PRESSURE TEST WITH 5:1 SAFETY FACTOR, CONTRACTOR SHALL_ INDIVIDUALLY TEST TANKS FOR LEAKAGE PRIOR TO INSTALLATION. MAXIMUM TEST PRESSURE IS 5 PSI, 2. VACUUM LEST: TO VERIFY STRUCTURAL INTEGRITY, EVERY TANK SHALL BE VACUUM TESTED BY THE MANUFACTURER AT THE FACTORY TO 11,5 INCHES OF MERCURY, 3. SURFACE LOADS: TANKS SHALL WITHSTAND SURFACE H-20 AXLE LOADS WHEN PROPERLY INSTALLED ACCORDING TO MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS, 4. EXTERNAL HYDROSTATIC PRESSURE: TANK SHALL BE CAPABLE OF BEING BURIED IN GROUND WITH 7' OF OVERBURDEN OVER THE TOP OF THE TANKS, THE HOLE FULLY FLOODED AND A SAFETY FACTOR OF 5:1 AGAINST GENERAL_ BUCKLING, 5. TANKS SHALL SUPPORT ACCESSORY EQUIPMENT - SUCH AS HEATING COILS, DROP TUBES. SUBMERSIBLE PUMPS AND LADDERS -- WHEN INSTALLED ACCORDINC TO TANK MANUFACTURER'S RECOMMENDATIONS AND LIMITATIONS. B. PRODUCT STORAGE 1. TANKS SHALL BE CAPABLE OF STORING PETROLEUM PRODUCTS WITH SPECIFIC GRAVITY UP TO 1.1. 2. TANKS SFIALL BE VENTED TO ATMOSPHERIC PRESSURE. THE TANK IS NOT DESIGNED AS A PRESSURE VESSEL, EXCEPT FOR USE WITH VAPOR -RECOVERY SYSTEMS, PROVIDED THE PRESSURE OF VACUUM DOES NOT EXCEED 1 PSI. 3. GASOLINE; GASOHOL (90% GASOLINE/107, ETHANOL MIXTURE; 90.5% GASOLINE AND 9.5% OXINOL -- 50*(4,75% METHANOL AND 4.757. GTBA MIXTURE); DUPONT EPA WAIVER (GASOLINE WITH 5% METHANOL AND A MINIMUM OF 2.5% COSOLVENT --- GASOLINE WITH UP TO 20% (BY VOLUME) OF MTBE; GASOLINE/WATER/ETHANOL OR METHANOL ---BLEND MOTOR FUELS, INCLUDING 100% ETHANOL OR METHANOL. OR M85 (85% METHANOL) AT AMBIENT TEMPERATURES; KEROSENE; DIESEL FUEL; OR USED FOR FUEL OIL AT TEMPERATURES NOT TO EXCEED 150 DEGREES F. C. MATERIALS 1. TANKS SHALL BE MANUFACTURED WITF-I 100% RESIN AND GLASS FIBER REINFORCEMENT, NO SAND FILLERS, D. TANK DIMENSIONS SEE DWG. C--02 E. INTERSTITIAL SPACE 1. TANK SHALL HAVE A SPACE BETWEEN THE PRIMARY AND SECONDARY SHELL WALLS TO ALLOW FOR THE FREE FLOW AND CONTAINMENT OF ALL LEAKED PRODUCT FROM THE PRIMARY TANKS, THE SPACE ALSO ALLOWS THE INSERTION OF A MONITORING DEVICE THROUGH A MONITORING FITTING, 2.02 APPURTENANCES AND ACCESSORIES A. OPTIONAL ANCHOR STRAPS 1. STRAPS SHALL BE FRP ANCHOR STRAPS AS SUPPLIED BY TANK MANUFACTURER, 2. NUMBER AND LOCATION OF STRAPS SHALL BE SPECIFIED IN CURRENT LITERATURE BY TANK MANUFACTURER, B. MANWAYS 1. ALL MANWAYS ARE TO BE FLANGED AND 22" I,D,, COMPLETE WITH U,L. LISTED GASKETS, BOLTS AND GQVERS, (30 AND 36" LD, MANWAYS ARE ALSO ACCEPTABLE.) 2. LOCATION IS SHOWN ON TANK DRAWINGS. 3. OPTIONAL MANWAY EXTENSION TUBES SHALL BE FRP AND 24" LONG. 4. EACH STEEL MANWAY COVER SHALL HAVE A MINIMUM OF THREE 4" NPT FITTINGS. (SEE Iv1ANUFACTURIER'S SPECIFICATIONS FOR ACTUAL SIZE AND QUANTITY OF FITTINGS.) C. OPTIONAL FILL TUBES 1. FILL TUBES SHALL BE FRP OR CONTRACTOR SUPPLIED AND INSTALLED ALUMINUM. LOCATIONS ARE. SHOWN ON DRAWINGS. 2, FRP TUBES SHALL BE 4" DIAMETER WITH A 6" X 4" DOUBLE TAPPED REDUCING BUSHINGS, AND INCLUDE A 6"' NPT FITTING ON THE TANK, FRP TUBES CAN BE INSTALLED IN MANWAY COVER OR TANKS SHELL WALL, ALUMINUM TUBES (CONTRACTOR SUPPLIED) SHALL BE 4" IN DIAMETER AND FIT DIRECTLY INTO A 4" NPT FITTING. TUBES SHALL TERMINATE A MINIMUM OF 4" FROM THE BOTTOM OF TANK AND A MAXIMUM OF 6". D. GAUGE PLATES GAUGE PLATES SHALL BE INSTALLED UNDER EACH SERVICE FITTING AND MANWAY OPENING. E, HEATING COILS 1, OPTIONAL HEATING COILS SHALL BE INSTALLED IN A SEPARATE 22" MANWAY AND SHALL BE THE STANDARD ITEM SUPPLIED BY TANK MANUFACTURER. F. OPTIONAL LADDERS LADDERS SHALL BE THE STANDARD LADDER AS SUPPLIED BY TANK MANUFACTURER (ALUMINUM, CARBON STEEL OR FIBERGLASS). G, NPT THREADED FITTINGS 1. ALL THREADED FITTINGS SHALL BE A MATERIAL OF CONSTRUCTION CONSISTENT WITH THE REQUIREMENTS OF THE U.L. LABEL. 2. ALL STANDARD THREADED FITTINGS SHALL BE HALF COUPLINGS AND SHALL BE 4" IN DIAMETER. REDUCERS ARE TO BE USED FOR SMALLER SIZES WHERE SHOWN AND PROVIDED BY CONTRACTOR, 3. SIZES FILL -- 4" GAUGE - 4" INLET - 4" OUTLET - 4" VENT - 4" EXTRA 4" 4. STRENGTH - NPT FITTINGS SHALL WITHSTAND A MINIMUM OF 150 FOOT-POUNDS OF TORQUE AND 1,000 FOOT --POUNDS OF BENDING BOTH WITH A 2:1 SAFETY FACTOR. H, MONITOR FITTINGS EACH MONITOR FITTING SHALL CONSIST OF A 4" NPT FITTING ON THE SECONDARY TANK. EXECUTION: 3,01 INSTALLATION CONTRACTOR SHALL BE TRAINED BY THE TANK MANUFACTURER, THE STATE OR OTHER APPROVED AGENCY, 3.02 TESTING TANKS SHALL BE INSTALLED AND TESTED ACCORDING TO CURRENT DOUBLE WALL INSTALLATION INSTRUCTIONS PROVIDED WITH THE TANK. (REFER TO CURRENT MANUFACTURER PUBLICATIONS AND INCLUDE AS PART OF SPECIFICATIONS.) WARRANTY: 4.01 WARRANTY SHALL BE MANUFACTURER'S CURRENT STANDARD WARRANTY. GENERAL: THE ENTIRE PUMPING ASSEMBLY SHALL HAVE UL LISTING AND SHALL MEET ALL REQUIREMENTS OF UL STANDARD UL 79. THE PUMP DISCHARGE HEAD AND MANIFOLD ASSEMBLY SHALL BE MANUFACTURED FROM ASTM A 48 CLASS 30 CRAY IRON. THE PUMPS SHALL BE 3/4 HORSEPOWER AND/OR 2.0 HORSEPOWER FOR REGULAR GAS AND DIESEL FUEL (REFER TO P-SERIES DWG'S) TANK AND SHALL BE MANUFACTURED TO THE PROPER LENGTH AS DETERMINED BY THE TANK DIAMETER, TYPE OF TANK, AND BURY DEPTH. AN OPTIONAL VARIABLE LENGTH TELESCOPIC FEATURE CAN BE PROVIDED SUCH THAT LENGTH OF THE PUMP CAN BE FIELD ADJUSTED AT THE JOB SITE TO FIT THE SPECIFIC PUMP LENGTH REQUIRED. THIS VARIABLE LENGTH OPTION SHALL BE AVAILABLE IN THREE VARIABLE LENGTH RANGES, REFERRED TO AS VL1, VL2 AND VL3, WHERE THE VL2 MODEL WILL FIT 94% OF ALL KNOWN INSTALLATIONS. THE PUMP MOTOR SHALL HAVE A THERMAL OVERCURRENT OVERLOAD PROTECTOR WITH AUTOMATIC RESET. THE PUMP MOTOR ASSEMBLY SHALL BE CLEARLY MARKED WITH PERTINENT INFORMATION INCLUDING MODEL, HORSEPOWER, VOLTAGE, PHASE, AND MANUFACTURER. SINGLE PHASE PUMP MOTORS SHALL BE A PERMANENT SPLIT PHASE CAPACITOR, AND SHALL INCORPORATE A 15 MFD CAPACITOR, THE PUMPS SHALL BE UL LISTED FOR AN MIXTURE OF ALCOHOL AND GASOLINE, THE PUMPING UNIT SHALL NOT INCORPORATE ANY FLEXIBLE DIAPHRAGMS AND ALL SEALING SHALL BE ACCOMPLISHED WITH 0-RINGS OR UL RECOGNIZED GASKETS. THE PUMPS SHALL HAVE A REMOVABLE INTAKE SCREEN WITH OPENINGS NO GREATER THAN 3/32 INCH. THE PUMPS SHALL BE MANUFACTURED BY FE PETRO, INC., MCFARLAND, WI. AND/OR RED JACKET. INSTALLATION AND MAINTENANCE THE PUMP SHALL HAVE A TWO OR THREE WIRE FIELD CONNECTION DEPENDING ON SINGLE OR THREE PHASE MODELS AND AN EASY ACCESS GROUND WIRE TERMINAL, AND SHALL INCORPORATE A WIRE SEAL PLUG WHICH WILL ACCOMMODATE THESE WIRES. THE PUMP SHALL INCORPORATE A PORT FOR LINE PRESSURE TESTING THAT SHALL BE SEALED WITH A 1/4" NPT PIPE PLUG. THE PUMP HEAD SHALL BE EQUIPPED WITH A MANUAL PRESSURE RELIEF SCREW TO MANUALLY DROP LINE PRESSURE: TO ZERO BY VENTING LINE PRESSURE INTO STORAGE TANK. PURPOSE OF THIS FUNCTION IS TO AVOID FUEL `.PRAYING INTO DISPENSER AND PUMP CONTAINMENT SUMPS DURING ANY ROUTINE SERVICE REQUIRING PIPING TO BE OPENED TO ATMOSPHERE SUCH AS FILTER REPLACEMENT OR LEAK DETECTOR MAINTENANCE. THE PUMP UNIT SHALL HAVE A FULLY EXTRACTABLE HEAD IN ORDER TO PERMIT REMOVAL OF THE PUMP MOTOR ASSEMBLY WITHOUT DISTURBING THE DISCHARGE PIPING OF THE ELECTRICAL WIRING. THE PRODUCT IN THE PIPELINES SHALL BE HELD IN PLACE BY A LINE CHECK VALVE THAT SHALL HAVE A MINIMUM SEALING FOR OF 170 LB S WHEN rHE PUMP IS NOT RUNNING, THE LINE CHECK VALVE SHALL BE INDEPENDENT OF THE REMOVABLE HEAD AND SHALL BE EASILY ACCESSIBLE. THE REMOVAL OF THE EXTRACTABLE PORTION OF THE PUMP SHALL NOT DISTURB PRODUCT IN THE PIPELINES DOWNSTREAM OF THE CHECK VALVE. DURING THE REMOVAL OF THE EXTRACTABLE PORTION OF THE PUMP, PRODUCT CONTAINED IN THE DISCHARGE MANIFOLD OF THE PUMP SHALL DRAIN AUTOMATICALLY INTO THE STORAGE TANK. THE PUMP MOTOR SHALL BE INTERCHANGEABLE BY HORSEPOWER WITH DIFFERENT MANUFACTURER'S PRODUCTS. OPERATION THE PUMP SHALL HAVE AN AIR/VAPOR ELIMINATION SYSTEM THAT RETURNS AIR OR VAPORS TO T1-IE UNDERGROUND STORAGE TANK THROUGH A TUBE DISCHARGING NEAR THE TOP OF THE PUMP ASSEMBLY. THE PUMP UNIT SHALL CONTAIN A BUILT-IN EXPANSION RELIEF VALVE THAT RELIEVES PRESSURE AT OR ABOVE PUMPING PRESSURE BUT BELOW 50 PSI AS STANDARD. OTHER PRESSURE RELIEF SETTINGS AS REQUIRED BY CERTAIN ELECTRONIC LINE LEAK DETECTION SHALL BE AVAILABLE. THE PUMP MOTOR SHALL UTILIZE THE PRODUCT BEING PUMPED FOR LUBRICATION OF THE MOTOR BEARINGS AND FOR COOLING. THE STATOR AND THIS FLUID SHALL DISCHARGE INTO THE UNDERGROUND STORAGE TANK AT THE TOP OF THE MOTOR. THE PUMP SHALL HAVE SYPHON CAPABILITY BUILT INTO THE PUMP AS STANDARD. NOTE; BASE MAP PROVIDED BY GREENBERG FARROW. IT IS '[HE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE LOCATION OF ALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. THESE PLANS ARE TO DEPICT THE PETROLEUM SYSTEM, CONCRETE APRON AND ISLANDS ONLY. REFER TO THE ARCHITECTURAL, STRUCTURAL, MEP, AND CIVIL DRAWINGS FOR CANOPY, FOOTING, EARTHWORK, GRADING AND OTHER DETAILS. SEE ARCHITECTURAL DRAWINGS AND 'HERTZ RAC GUIDELINES AND ADDITIONAL HERTZ FUELING FACILITY EQUIPMENT' FOR DIMENSIONAL INFORMATION. I'T IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY ITEM IN THIS PLAN IN ANY WAY. IF ANY ITEM ON THIS PLAN IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IT IS 'THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CON fRAC rOR'S RESPONSIBILITY TO NOTIFYTHE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR 'TO I NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL I RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS! DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WHH LOCAL REGULATIONS AND CODES. - FOR REVIEW ONLY FOR APPROVAL - FOR BID El -FOR CONSTRUCTION ID - FOR AS BUILT NOTES: BUILDING PERMIT SET JH 04/12/05 No. DESCRIPTION BY DATE REVISIONS Logo: AN At Client: goeffime Address: SANFORD IN`i'ERNATIONAL AIRPORT SANFORD, FLORIDA Project: HERTZ RENTAL CAR FACILITY FUELING SYSTEM 'Title: SPECIFICATIONS AND NOTES SHEET 2 OF 2 Jacques Iwww hint Company Inc. 27 Congress Street, Portsmoultl, NH 03801 USA, All Tel: (603) 431-4899 NUMBER: N-02 REV.: A THIS DRAWING IS THE PROPERTY OF JACQUES WHITFORD LOANED TO THE RECIPIENT WHO AGREES THAT If SHALL NOT BE GIVEN OUT, COPIED Oft DUPLICATED FOR THE USE OF ANOTHER OUT SHALL BE USED ONLY BY THE RECIPIENT FOR THE PURPOSE TO WHICH IT REFERS. Stamp: DESIGN: RONALD U. LAURENCE JR. JCB FLORIDA PROFESSIONAL ENGINEER --- #5-17'. 5 DRAWN: JCB CHECKED: JSC DATE: 03/31 /05 lSCALE: R E C jVt­- 'D APR 1 5 2005 GREENBERG FARROW NEW JERSEY ME f-I 1, WTI w I '0� B ANU"� R UAR WASH D'Wufs -- - - - - -- - - ---- - - - ------------------------------------- THIS SET Cr DRAWINGS AND DOCUMENTS IS INTENDED AS A SET O GUIDELINES FOR THE PROJECT. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, SrATE AND LOCAL CODES INCLUDING FEDERAL ,A, .A. REQUIr#EMDWS. THIS SEA' ASSUMES nIAT RIERE ARE 1140 UNUSUALL. C SUC I IIMS. THE FAILURE R T°IIJ CONDITION MAY REQUIRE SIC'�r�IIFIC,A T CHANGES TO THESE DOCLIMENI'S. IT IS THE FIESPOH I IL11Y OF THE GENERAL CONTRACTOR TO CONFORM M TO ALL APPLICABLE CODES AND TO INFORM THE OYMER /;ARCHITI CTS Cr + lY QUESTIONS O CLARIFICATIONS IICH ARE DESIRED, CONTRACTORS ARE ASSUMED TO KNOW ,ALL. OBSERVANCE CONDI-flONS. `T'lilS DRAWING IS AND IAIL. REMAIN THE PROPERTY Cr ELAGER, INC. USE, REPRODUCTION OR ALTERA-11ON OF T•IIS DRAWING WITHOUT THE EXPRESSED WRITTEN PERMISSION CST' SELANC TC, INC. IS FR(MISITED. SITE SPECIFIC INFORMATION ,SANF! "- SITE ! 08 CONVEYOR - FRONTWHEEL PULL CUSTOMER INFORMATION TELEPHONE: 201-307-5203 FAX: 866-153-3594, EMAIL: -ivermeersch@hertz.com GENERAL CONTRACTOR INFORMATION NAME: GRE NBURG FARROW _ \ CHITECTS— _' ! -POWERS r- 0 3 FAX: 770-303--2389 EMAIL: INPOWEROG13ELtABERGFARROW.COM BELANGER CONTACTS NAME: k D: : A. ARCHITECT INFORMATION NAME: GREENBERG - FARROW ARCHITECT TELEPHONE: FAX: 732-537-083& EMAIL: LBUENAVENTURAOGREENBERGFARROW.COM LOCAL R ._P NAME: CARWASH SOLUTIONS. -DE FLORIDA 1_R _ 1, IR...- l4 SHEET INDEX 04099-00 — COVER PAGE 04099-01 _ GENERAL NOTES 04099--M 1 — EQUIPMENT SCHEDULE 04099—M2 — EQUIPMENT LAYOUT 04099--M3 — EQUIPMENT DETAILS 04099--C 1 — FLOOR PLAN 04099---C2 — CONVEYOR TRENCH 04099—C3 CONVEYOR FLOOR PLAN 04099—C4 — RECLAIM TANKS 04099—E1 -- ELECTRICAL SCHEDULE 04099—E2 — UNDERGROUND CONDUITS 04099—P1 --° PLUMBING SCHEDULE 04099—P2 — UNDERGROUND PLUMBING LAYOUT 04099—P3 — PNEUMATIC & HYDRAULIC SCHEDULE z r - ca � w 0 w x N oLij n® LIJ ti p1tUjEff #: MEET #: 00 Important Safeguards and Precautions Read all safety, installation, operating, and maintenance instructions before ® installing or operating the equipment. A\ Car wash equipment is usually sequenced to start automatically. Stand clear of equipment at all times. Car wash equipment in general has many moving parts. Stand clear of the equipment at all times. By no means step on the conveyor and/or conveyor dollies. Make a strict practice of stepping over the conveyor. Ensure that all employees know the location of all emergency stop devices. Disconnect all power when servicing or maintaining equipment. The use of standard OSHA Lockout Practice is highly recommended, and may prevent accidents that are both electrical and mechanical in nature. Be aware that many washes have multiple sources of power. Use extreme care in determining absence of voltage prior to installing or maintaining. All electrical devices must be properly grounded. Always use grounded power outlets. BELANGER. INC. STANDARD NOTE TO CONTRACTORS, THIS SET OF DRAIMNOS ANDDOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PRO EC` . THEY MUST BE PAD TO INCORPORATE ALL APPLICABLE FEDEAL, STATE AND LOCAL CODES INCLUDING FEDERAL A.U.A. REQUIREMENTS. n, IIS SET ASSUMES THAT THERE R UNUSUAL SAIL CONU TT I . 'ITIE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT WI S TO THESE DOCUMENTS. IT° is THE RESPONSIUIUre OF THE NERAL CONTRACTOW1 TO CONFORM TO ALL APPLICABLE ODE AND TO INFORM THE OVMERS/AR0I­IITEOJ`S OF ANY QUESTIONS OR CLARIFICATIONS % II0H ARE DESIRED. CONTRACTORS ARE ASSUMED TO KNOW ALL OBSERVANCE CONDITIONS. General Notes: These drawings are representative of a special installation. They are not intended to address every detail or unique situation. For special conditions, changes, or modifications please consult your Belanger Inc. contact. These prints are not intended to replace architectural and/or engineering drawings. They are intended to aid the development of these types of drawings and to clarify equipment placement and utility hookups. 3 Additional installation information is provided in the equipment manual/manuals. Generally this information is far more detailed in nature and should be considered the primary installation guide. Included in these drawings are requirements for only Belanger, Inc. manufactured items. For support equipment such as air compressors, water softeners, water heaters, slab heating, etc. consult local Belanger, Inc. contact. 5� All references made regarding building size, materials, or structural elements are intended for descriptive purposes only. @Do not scale these drawings. OBelanger, Inc. recommends that all trade work performed be done by those skilled in the particular trade who are familiar with all applicable codes and licensing requirements. Specific Considerations: Concrete Construction ``_'./ Belanger Inc. or Belanger's local representatives are to be contacted for site inspection Before wash bay and Mech. room flooring are to be poured. &Before pouring the concrete, verify locations of all underground lines and stub up locations. Great care must be taken when pouring all concrete details. Poor workmanship in this area can affect overall performance of the wash. Belanger, Inc. recommends using a contractor with similar experience and one having strong confidence that the project can be handled properly. 11 Belanger, Inc. recommends minimal grade deviations at both the exit and entrance ends of the wash. The longer and straighter the entrance approach, the smoother the site will flow. Equipment-u- k Note that while equipment may be located differently along the length of the tunnel, the dimensions shown locating the equipment off of the guide rails cannot be deviated from. only those familiar with safe rigging practice should be employed to erect the equipment. Pneumatics 14 Providing the wash with clean/dry compressed air is imperative. Failure to due so is the primary reason for pneumatic component failure. +Follow all plumbing The use of an approved back flow preventer separating the wash water from the potable water supply of the building is required. Only copper pipe of K or L grades are to be used for any water piping installation. Unless otherwise noted. 8 All fresh water pipe has to be insulated with proper fiberglass insulation compatible with the environment they will be used in. Electrical Field wiring requires stranded copper wire only. Follow all applicable codes. Selection of electrical materials must be compatible with the environment that they will be used in. Field control wiring is to be no larger than AWG 14, no smaller than AWG #18 No conduit runs to top of any electrical enclosures or junction boxes. Utilize separate conduits for 3-phase circuitry, 120VAC, 24VDC control wiring and and a startup alarm. This car wash system is equipped with provisions for an emergency stop circuit The E-stop circuit can accommodate an infinite number of field located stop switches/devices. At a minimum, Belanger, Inc. recommends locating switches wherever employees are present, generally at the exit and entrance. E-stop switches must be a normally closed maintained contact, installed in proper enclosure for the environment. E-stop components and start-up alarm are not supplied with. system. All capacity requirements, component/materials sizing and selection to be determined by electrical engineer. These drawings will be superseeded by more stringent local codes and specifications. Hydraulic All feed and return lines to be installed in such a manner as to prevent chafing and abrasion which can lead to hydraulic leaks. The practice of purging hydraulic lines prior to operating is recommended. - - r 1 LLJ �r'4 o_ :Z w �® � M P C-3 Lei W � U PItOJ1,117 #: SHEET #: ' THIS DRAWNG IS AND SHALL REMAIN nit PROPERTY Of BELANGER, INC. U USE, REPRODUCTION M .ALT`ER nON OF THIS DRAWING I-GIOUT Ohl EXPRESSEDY IT`I I PERMISSION OF B LAGER, INC. IS PROHIBIT" . BELANGER INC. STANIDARD matE To coNTRAcToRs: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PRO ECT. THEY MUST BE READ TO INCORPORA"fE ALL APPLICABLE FEDERAL� STATE AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREIMPaITS. THIS SE--T ASGUMES 114AT THERE ARE NO UNUSUAL SOIL CONDITIONS. JHE FAILURE OF 1+11S CONDITION MAY REQUIRE SIGNIFICANT CHANCES TO VIESE DOCUMENTS. IT IS THE RESPONSIBILITY OF niE GENERAL CONTRACTOR TO CMFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUE51MS OR CLARIFICATIONS MICH ARE DESSIRED. CONTRF ACTORS ARE ASSUMED TO KNOW ALL OBSERV410E CONDITIONS. THIS DRAWING IS AND SHALL REMAIN THE PROPERTY F BELANGER. INC. USSE, REPRODUCT04 OR ALTERATION OF THIS DRAWING ViVITIOUT THE EXPRESS-ED WIRITTEN PERMISSION OF BELANGER. INC. IS PROHIBITED. EQUIPMENT SCHEDULE SUPPLIED BY ITEM QTY DESCRIPTION -QTHER=5 1 2 R/O TANKS x 2 1 REVERSE OSMOSIS SYSTEM x 3 1 AIR PANEL, TOP WHEEL x 4 1 AIR PANEL, GYRO EXTEND x 5 6 7 1 1 1 insta —KLEEN, CONTROL CENTER (ICC)-,---- HYDRAULIC POWER PACK CONTROL POWER — HYDRAULIC POWER PACK x x x 8 1 RECLAIM PUMP SYSTEM x 9 1 TITAN VPS, PUMPING STATION x 10 1 TITAN VPS, CONTROL PANEL x 11 1 AIR CANNON CONTROL PANEL x 12 2 1 EMERGENCY BUTTONS CORRELATOR x x 13 14 15 1 1 GRATING TREADLE ASSEMBLY x x 16 1 STOP N GO SIGN x 17 18 19 1 1 1 CONVEYOR UNIARCH,.-BLASTER ARCH TITAN VPS, TUBES, SET X- x x 20 1 TOP WHEEL x 21 1 GYRO LSW x 22 1 UTILITY TRACK x 23 1 PHOTO —EYE, RINSE ARCH RECEIVER x 24 2 UNIARCH,_RINSE ARCH x 25 1 PHOTO —EYE, RINSE ARCH EMITTER x 26 1 AIR CANNON — DRYER 50HP x 27 1 CONVEYOR REVERSING VALVE x 28 1 Al R PANE 0 LLY CALL x t%*4 UA!?4� *x C%j cl- 04 I'D V in pitojEcr #: SHEET #: Elo BELANGER, INC. STANDARD NOTE TO CONTRACTORS: THIS SET Or DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROXCT. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. 1111S SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANCES TO 'ITIESE DOCUMENTS. IT IS TflE REF11ONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES k1l) TO INFORM TIRE OWNERS/ARCHITECTS OF ANY QUES710,11S OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS ARE ASSUMED 1*0 KNOW ALL OBSERVANCE CONDITIONS. I I L4411� A-41- *C<4 cl C3 Ne PROJECT #: SHEET #: THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF BELANGER, INC. USE, REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT 7HE EXPRESSED W"RI'MI PERMISSION OF BELANGER, INC. IS PROHIBITED. V TO RINSE ARCH SCALE: 3/8"=l'—O" 1 1/Y ITT TO FET I UNION STUB UP FOR UMMUM TITAN STICKS SCALE: 3/8"=1'-0" f 3 N TOP WHEEL — ELECTRIC DRIVE SCALE: 3/8"=1'--®" R x• aai �. h 11 mt, GYRO W/LSW — ELECTRIC ®RIVE SCALE: 3/8"=1'-0" K '" 9 x w ry f 5 U. �n �w �ry w w � cc� C> M� C ® : w � i C>L � v � w ra PROJEU #: SHEET #: M3 m - 1, OF 0181HEAb DOOR 20 508mm 40"[1016mm -ALL G[WING SUPPLIED DY GE14E11AL COUTRAGrOfl. GRATING --REMIF. 6`1162mvil] CONC, FLOOR TO SE �AADF OF SIELL '?AQ1 ELANDED vj/ Llow Bnoom w1ml EDGE klD MtJSf SlUrKIORT THE WEICHT OF VEHRIlk BEING I' CONDUITEE 10*1141. `V' ew[203mm] TO SHEET C3 10-[254mm] "A U V + v v 'TAIL locl, E v *4 btlIAL "t to 2 112? x 2) 1 /2', x w k- 40 PVC _Xamm] ANGLE SfEEEL TKANEL 12-[304MMI W N ason ANCuOR FINISH FOR " DECAL V4A84'I Etf GC r El - 'A' SH �,3) v V. i SLOPE CON-STRUG31014: REINF. CONCI VAIALL V v v It % REINF. V v V 'o v 'v to I 8' CONC. PAL) I v . V V' 9 _IP-1 21_� 01 6mm] ION cr, I I ';0NVE_`Y0F__R TRENCI-1 : ENTRANC"Fl.. ____ ... ....... _ .......... ___ ....... . .. .............. ............. . SvLE - ,I w - 1 Y-6, I" ELECTRIC& CONDUIT FOR DOWE ROLLER COUNT. 8*-10" BELOW GRATING IN WATER TIGHT J-BO)L TERMINATE 1'=-W Aff AT GARWASH CONTROLLER IN EQUIPMENT ROOM. RUN PIPE UNDOMOUND. (DRIVER SIDE EQUIPMENT ROOM) � ihL ikkF 1 a'YQ; 14- 10 ELECTI" CONDUIT FOR DOLLIE ROLLER COUNT. 8*-100 BELOW CRATING IN WATER TIGHT J-BOX TERMINATE 1*-0" AFF AT CWASH CONTROLLER IN EQUIPIM ROOM. RUN PIPE UNDERGROUND. (PASSENGM SIDE EQUIPMENT ROOM) DINEGIMN OF VEHRAE TRAMLL E�> OF OiERR D =)R 40:L101 6m!pj f1rifive(fir? SOE- DETAIL "A' AND 1"J"1611'Xiff) fpe DELAIL "810 LOfJ�l BELANGER, INC. . . . .✓ .... . ...... r V V v DZT�k v V IF- Y v v VIAJ-1 -v� V . I R04F 61201-yvaj 41 owc. i2AD •OF TRENCH 117 V V �v v v y v v v ELEV1110ON VARIES,,. SLOPE FROM EN1IV410E TO 0(fl, 'BY 200 PER ,[,508mm 207508mm J_ , -IA0 SLOPE] 8720,3mml�. im — [a 81203mml . ......... . .......... ------- 'i a q OF ovaiifE:Al) mxm 0mTING SUPPIJED BY GEHERAL COI(TIVAC100. OftkIING TO DE, �MOIJDE OF 5rEEL virki fjAl4bFa EDGE Atli) MIUST SLIPPOifff THE lifEwtr or 1" CONDUIT SEE awn. 4'a" vclllcu�, BEING IWO 1W[) 8'[203rnm] TO 1 0"[254mm] V V • F47 7 V DETAIL "C14 J E DETAIL "C" E X4* PVC T Y. L-127,304mml / 04 v /> x '4 RMNF> CONC. WALL V v Dn 1124MMI q V V v REINF. kV' (203rnenj lip v IV 'I V V • v v %v 'y CONC. PAD Ul Tj V, v 1" CONDUIT FOR PULSE SWITCH. 8"-10" BELM GRATING IN WATER TIGHT J-0O)L TMINATE lw-O" KF AT I --f X E'A IlGrrl CARWASH CONTROLLER IN EQUIPMRff NEIEFZ "NUAL CONVE )R LE FOR PROJ'E'CT PLUS 1 '1_011 ROOM. RUN PIPE UNDERGROUND. 4*-0' cl ^41 WALL 6 u 4 ....... . ..... . ... ............ X tJ .. ........ l0q. N Fl Y do ,wwVv�tl ,_ Fl? kl. ni . .... . ... . ........... "NEE 01ETA3L "A" 14 SEE GEDI& "A," Oki smim cS ON WrEr C15 PlAID FUMING I - 'ffil "ll 14 C,0,410d�rz' Ca,�,JEA RE .31 4 a chlu .41 L HOE FRO111M cok?i0i011 WHEM111111 WAIM AtUEA TO erlff SIM OF RECURA PHIF f*40PI. OR TMAL rEML0011A 6vl;tell is USIElf), yrre mt"Jmn conmizfoa) I CONDUIT FOR flfyfi b PULSE SMTCH. IF 8XIMIlu SEWER Is CLOSER r-100 BELOW GRATING TO 1HE Off &4D OF THE BUILDING% IN WATER TIGHT J-BOX. RE've-reillE SLOPE AiND I.Of"XiE I'AdIfIll AI ro TERMINATE 1'--0" W AT EXIT ME) CONVEYOR TRENCH F' UNDKrION PLAN CARWASH CONTRO[_lffl IN MUIP" S"M. -3/8 , - 1'--0' ROOK RUN PIPE UNDERGROUND. CORIAILA"foili FRAME, OPENING ID BEE DI LI-LS SHEET C-3 0 1.X*4VF:MR TRENCH LEMfflil'--O" SWIDE RHISH FLOOR & COPHyF-yon sq�q_F up Facm mrmmmE To EXIT1/4, - M 16-0- OVER LENG-fl-I OF TRENCH I ip.. "M 1 1/2 - ANCAE WITH Hil-mN Akltlliltl)I�ls SEL DEML `04 ON Siff' 04 1 1/4 -X 3116 " SMEL WA-H MADED EME FURN12,44ED AND 1NTrAU.10 BY OX,AFTER I'M4511"mml, CONVEYOR NPlOH_1Sl_;l-:' SERVAMD SURFACE RECOMMENDED 1 1/2 -x 1 1/2 - j*lGLL wfifil �Slcvo;is AA,o IN"'3TALlk.0 Hy GrflLftpl c0Nn%al;rorl' (sp-E- cgvrpa, -re sG S8ff ov,) 80[203rnrn] E C T I ON'k, EXTF END CONVEY0 R" 1- RENCH ................ . ... ...... ........ .. ............... 49 PVC CHA"Y FOR HYDRAULIC FEED LINES. RUN PVC UNDERGROUND TO EQUIPMENT ROOM AND Wkig,%TE 4T SOIL (EQUPMEt,ff ROOM ON I)W,06- UDE) e PVC CHASEWAY FOR HYDRAULIC FEED LINM RUN PVC UNDERGROUND TO EQUIPMENT ROOM AND ff SDM. �l Kk I • i I a L, I m 110_X I It0i lk 3 tl � i tv �v v Wl . . . . . . . . . . . . . . . . . . . . . . o?l� WAL5blll- F I` PE10-0" TO ... L 0 Ran "'Er 77" • 7 -D&YOR TRENCH FvlirlNo . . ......... .. . . ... BELANCER, INC. STANDARD NOTE TO CONTRACTORS: THIS SET Of DRA%NGS AND DOCUMENTS IS INI U-4DED AS A SET OF GUIDELINES FOR THE PROJECT. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE AND LOCAL. CODES INCI-LIDING FEDERAL A.D.A. REQUIREMENTS. 'THIS SET ASSUMES THAT THERE ARE NO UNUSAJAL SCAL COl'ADITIONS. THE FAILURE OF `I`HIS CCANDITIQ1 MAY REQUIRE SIGNIFICANT CHANGES TO 'THESE DOCUMENTS. i*r is YHE REST`' ONSIBIUlY OF nIE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFCRM THE OYMERS/ARCHITECTS OF ANY (111JESTION'S OR CLARIFICATIOiNS II ICH ARE DESIRED. CONTRACTORS ARE ASSUMED TO KNOW ALL OBSEAVA&RX CONDITIONS. 'PHIS DRAWING IS MID SHALL REMAIN TN'IE PROPERTY OF BELANGER, INC. USE, REPRODUCTION OR ALTERATION Or THIS DRAWING Vdn]OUT THE EXPRESSED VYRITTEN PERMISSION OF BE -LANCER, INC. IS PR%IIBITED. PVE FR0173 (;O�TWMR TRENrl" NO`ff:�. CONVE.Wil SHELF NOT SH(YWH fiA TH6 SEEAoIIOH Abe H ARFA TO 4ALE1 SIDE. or RL-Cw-A flrr iF PAIVP1 COR TOTAL RECLAAM 4 SMEM jS USED. (Eff PwaAmm. tl Ir SpIllfrAld sviliER Is CLOSER TO 'THE EX.IT EP4D OF 'HIE MILIAN% KNERSE SLOPE AND LOCArE `f.AAV Ar Eylff END CONVEYOiR TRIENCH (110141STRUC1110A PAVIMEDURE S Er'Tl 0 N CONVEYOR TRENCH 1. PCUR lcla154EVOIR TAMCH 8" PAD FotyrlUc LOCATION OF HOLDING TANKS AND CONVEYOR ;:� ¢�, -.1"'.:= 2, POUR WAU13 3/03 1 . 1 1-61 3. POUR HWiSHIED FLOOR IN CAJ4 WkIM Lll:lvl'v� TRENCH SLOPE TO DRAIN MAY BE MODIFIED 2 4. POUR ("tDIVENOR alfiu* tp5r ACCORDING TO PROJECT SITE CONDITIONS AND PHYSICAL LOCATION OF CAR WASH FACILITY. i I -:! Mal DETAIL. i C w.STEEL GR/XTING !`3UPPORT 'ripf Ei SUPPLIED ek INEXALLED Ut OENEE-RA C0lk4TfVkr;'f0R aim *x C%4 o ul " FX fl- V)- 3t C) c) C) m V) X 1110JEC1, #: SHEET #: C2 I r T"WifCDOO�,f y�y���gg�af�Im�vFER .D NE w a gVERH VER41 i' rr4oIl TO C oNf r11IJCr°Ilo". 4`0 02rnrrr DIA., 5'-"#y . PIPE I2. g��PI�ACEs') I • ° r , + ' ! 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STANDARD NOTE TO CONTRACTORS. THIS SET OF DRAIMNG a AND DOCUMENTS ENTS IS INTENDED A A ET OF GUIDELINES FOR THE PROJECT. THEY MUST BE READ TO INCORPORATE ALL APPUCAMLE FEDERAL,. "t`ATE AND LOCAL CODES II? (A.IJ01NO FEDrRAL A.D.A. RECKAREMEN'113. THIS SET ASSUMES 'MAT THERE ARE NO I3I* USU AIr SULn CONDITIONS. THE FAIL RIE OF 7I•II1S CONDITION MAY REQUIRE SIGNIFICANT CHANCES TO THESE IT IS THEI SPON I IILJ"I�''t' Cal" VE GaltRAL. CONTRACTOR .-I y° O CONFORM TO ALL APPLACABLE CODES AND TO INFORM THE OfffflERS/ARCHI7E0TS OF ANY 0JESTIONS C ClARIFICATIONS b^s-ITCH ARE DESIRED. CONTRACTORS RS N ASSUMED TO KNOW ALL OBSERVANCE CC1NDITICAS. THIS DRAWING IS AND SHAI+L. REMAIN THE PROPERTY OF BEL ANCE: , INC. USE. REPRODUCTION TIN OR ALJERATION OF 1-IIS DRAIAING ITHOIIT THE EXPRESSED IT1FN PERMISSION OF BEL= ANWL INC. IS PL7OHJ I I Dm i L 3 1/2' X 3 1/2' X 1j"' STEEL Ut4LESlo 111I=ax DOTED WELD USE .1" X 1 /2J DLL., fIE-1100 OR EQUAL i sE 4";0/20 i01.orrlm ar 12.7marrr] �E__Roo OR EQUAL DETAIL 'A", a ANGLE wrrFI NELSON AilC 11O r��D1"� 111>il�PtaqEI�1C�1�..I,��:D By 'CIO, ..,+�..,.�..�,W..a.,�..a✓...a, r38.1 mrri x 36a 1 mra x , 5mrn] f", [D rrrra1n er"rsrra j I `"•`I" OD Oro Ca UAl. x .1 /2.n Mul.u7rrrn X rg1'Jrrrrflj 0-Rob OR EQUAd- -la" l L � �° ' All l...r-E WITH NELSON 142N IMEET 1" CONDUIT 8"[203mm] T9 10"[254mm] 4" PVC 12"[304mm] GENERAL NOTE: �1 THE PLAN SHOWS BELANGER'5 INGROUND CORRELATOR MdDEL#IGRCRL 300. OTHER MODELS MANUFACTURED BY BELANGER WILL REQUIRE ADDITIONAL INFORMATION, CONSULT YOUR LOCAL BELANGER DISTRIBUTOR. O2 GENERAL CONTRACTOR 70 INSTALL STEEL FRAMES FOR CORRELATORIN APRON AT THE TIME OF POUR. IF FRAMES ARE REQUIRED PRIOR TO EQUIPMENT DELIVERY ARRANGEMENTS MUST BE MADE WITH LOCAL BELANGER DISTRIBUTOR FOR EARLY DELIVERY OF FRAMES. Q3 CONTRACTOR TO PROVIDE 4" PVC PIPE FROM CORRELATOR PITS TO CONVEYOR TRENCH (2 PLACES). NO ELBOWS, BENDS OR FITTING. SLOPE CONCRETE FLOOR OF PITS AS SHOWN. CORRELATOR PIT DEPTH MAY VARY. BELANGER RECOMMENDS F" MIN. AT SHALLOW POINT TO APPROXIMATELY 8" AT PIPE LEADING TO CONVEYOR TRENCH. ui ZR Lu W (OJ 9= ac La 0 LLJ CL cn �� Ix O O Ocn III PROJECT #: SHEET #: C3 z- ,),,,n ou rvu Juu I iuiN LINES FOR TITAN PUMPING STATION AND RECLAIM UNIT. TOTAL QTY 3, 1 ARE SPARE LINES. THE ACTUAL LINES TO BE EQUIPPED W/ FOOT VALVES. THE VALVES ARE PROVIDED BY BELANGER AND INSTALLED BY GENERAL CONTRACTOR. PRESSURE TEST THE LINES FOR 24 HIRS AT 30 PSI BEFORE POURING CONCRETE. ---- ----- --------- 'BELANGER. INC. STANDARD NOTE TO CON'tRACTOR'S: THIS SET OF DRAWING S AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PRO.ECT. THEY MUST V READ TO INCORPORATE ALL APPLICABIE FEDERAL, STATE AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THA,r THERE ARE NO UNUSUAL SOIL CONDITIONS. THE FAILURE Of *ITJIS CQ101TION MAY REQUIRE SIGNIFICANT CHANCES TO THESE DOCUMENTS. IT IS "THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES Afi10 TO INFORM nlE OWIERS/ARCHITECTS OF ANY QUESAONS OR CLARIFICATIC)NS WHICH ARE CON'rRAC`rORS ARE ASSUMED 'TO KNOW ALL 08SERIVANCE CONDITIONS. THIS DRAVVING IS AND SHALT_ REMAIN THE PROPER'r( OF BELANGER, INC. USE. REPRODUCTION OR ALTERATION OF THIS DRAWlNG WITHOUT 11-1E EXPRESSED WRI'rfEPI PERMISSION OF BELANGER, INC. IS PROHIBITED. NOTE: TANK LOCATION TO BE SPECIFIED BY ARCHITECT TANK TO BE PROVIDED BY GC — to -.-- . ---, - . . (6) TRENCH DRAIN FROM WASH BAY DISCHARGE LINE WITH AIR SPARGER. AIR SPARGER TO BE INSTALLED 12" ABOVE WATER LEVEL RECOMMENDED TANK DESIGN. ACTUAL TANK DIMENSIONS MAY VARY. TANK SPECIFIED BY ARCHITECT AND SUPPLIED BY GENERAL CONTRACTOR. TR,ENCI-1 LINE LOCATED AT THE DEEPEST POINT OF 'I"HE 'CONVEYOR Tf"?ENGH 7� DETAIL UNDE'—'l--RCNoR0UND DRAINA(—';ES 10 ------------ DEPT11 OF UNDERGROUND 'I'lAiNK 'FO BE DE-fERklflNED BY AR01-11TE(J E PROJECT' #: SIMI' #: �l BELANGER, INC. STANDARD NOTE TO CON1°IRACTORS: THIS SET OF IDT AWNG S AND iDOCUMIr N1 iS IS INTENDED AS A SET OF GUIDELINES FOR THE PRO-J CT. 'WIEY MUST BE READ TO INCORPORATE. ALL APPLICABLE FEDERAL, STATE. AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. TI°IIS SET ASSUMES THAT THERE ARE NO UNUSUAL. SOIL CONDITIONS. `91E° FAILURE OF THIS CONDITION MAY REQUIRE SIC441 ICANT CHANCES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF TIME GENERAL CONTRACTOR TO CONFORM TO ALL. APPLICABLE CODES AND 10 INFORM THE O IERS/ARCHITECTS OF ANY t UESAONS OR CLARIFICATIONS 'WHICH ARE iDE'SIREID. C0114TRACTUR S ARE. ASSUMIED TO KNOW ALL � IDSERVANiCE. CONDITIONS. 'IVHIS DRAWING IS AND SHALL REMAIN THE. PROPE.R� �' OF BEWLIGER, INC. USE, REPRODUC"n(' I OR ALTERATION Or THIS DRAWING ' 3I"I`HOUT 111E EXPRESSO D WfRITT NI PERMISSION OF BELANC , INC. IS PROHIBITED. FRESH WATER FEED LINES EQUIPMENT DESCRIPTION LINE# FROM TO - LINE SIZE MATERIAL LINE - REQUIREMENTS _ TERMINATION MEDIA BALL VALVE FRESH WATER FEED MAIN CARWASH HEADER MAIN WATER LINE BACKFLOW PREVENTOR 1 1/2- COPPER (MIN) TYPE M 50 GPM 0 40 PSI MIN. FRESH WATER — GEN. CONTRACTOR MAIN CARWASH FRESH WATER FEED LINE FW1 BACKFLOW PREVENTER COLD WATER HEADER 1 1/2" COPPER (MIN) TYPE M 50 GPM 0 40 PSI MIN. FRESH WATER — GEN. CONTRACTOR ICC FRESH WATER DROP FW1.1 COLD WATER HEADER ICC C/W DROP 1-COPPER (MIN) TYPE 1A 30 GPM 0 40 PSI MIN. 1 HOSE BARB 96 A.F.F 0 ICC FRESH WATER lot GEN. CONTRACTOR INSj KLi EN ICC FRESH WATER BACK—UP FW1.2 COLD WATER HEADER ICC C/W BACK—UP 1" COPPER (MIN) TYPE M 30 GPM 0 40 PSI MIN. 1 HOSE BARB 96 A.F.F 0 ICC FRESH WATER 1" GEN. CONTRACTOR FRESH WATER FEED ICC FRESH WATER FEED FW1.11 ICC C/W DROP ICC FINAL CONNECTION 1" 300 PSI RUBBER HOSE 30 GPM ® 40 PSI MIN. FINAL TERMINATION, ICC FRESH WATER - BY BELANGER REVERSE OSMOSIS FRESH WATER DROP FW1.5 COLD WATER HEADER R.O. C/W DROP 1" COPPER (MIN) TYPE M 30 GPM ® 40 PSI MIN. 1 HOSE BARB 96 A.F.F ® ICC FRESH WATER 1" GEN. CONTRACTOR INSTA—K - REVERSE OSMOSIS R.O. FRESH WATER BYPASS DROP FW1.6 COLD WATER HEADER R.O. C W BYPASS / 1 " COPPER (MIN) TYPE M 30 GPM 0 40 PSI MIN. in HOSE BARB 96 A.F.F 0 ICC FRESH WATER in GEN. CONTRACTOR FRESH WATER FEED R.O. FRESH WATER FEED FW1.51 R.O. C/W DROP R.O. FINAL CONNECTION 1" 300 PSI RUBBER HOSE 30 GPM 0 40 PSI MIN. FINAL TERMINATION. R.O. FRESH WATER — BY BELANGER R.O. FRESH WATER FEED FW1.61 R.O. C/W DROP R.O. FINAL CONNECTION Jim 300 PSI RUBBER HOSE 30 GPM ® 40 PSI MIN. FINAL TERMINATION, R.O. FRESH WATER — BY BELANGER RECLAIM WATER SYSTEM FEEDS ICC EQUIPMENT DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA BALL VALVE SUCTION LINE RW1.1 UG1 RECLAIM PRESSURE PUMP 2" HOSE 80 GPM SUCTION LINE — RECLAIM WATER — BY BELANGER RECLAIM WATER AIR SPARGER LINE RW1.2 UG4 RECLAIM PUMPING STATION 1" 300 PSI RUBBER HOSE (CONNECT LINE TO SPARGER — RECLAIM WATER BY BELANGER SYSTEM FEED DRAIN LINE RW1.3 RECLAIM PUMPING STATION UG3 1" RUBBER HOSE — — RECLAIM WATER BY BELANGER ICC FEED LINE RW1.4 ICC FEED LINE ICC MANIFOLD 1" 300 PSI RUBBER HOSE _ 130 GPM ® 100 PSI MIN. ]RECLAIM WATER — BY BELANGER EQUIPMENT DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA BALL VALVE SUCTION LINE VP1.1 UG3 TITAN VPS 2" HOSE 80 GPM SUCTION LINE — RECLAIM WATER — BY BELANGER DRAIN LINE _ , OVERFLOW VP1.2 TITAN PUMPING STATION UG8 1/2" HOSE — — RECLAIM WATER — BY BELANGER TITAN VPS/ RECLAIM WATER TITAN FEED LINE VP1.3 TITAN VPS UG5 1 1/2" 300 PSI RUBBER HOSE 80 GPM 0 140 PSI MIN, 1 1/2" --_-__ X 1" CROSS RECLAIM WATER _. — BY BELANGER TITAN FEED LINE VP1.4 UG7 DRIVER SIDE TITAN 1 1/4" 300 PSI HOSE 36 GPM ® 140 PSI MIN. WATER FEED TO TITAN VPS RECLAIM WATER — BY BELANGER TITAN FEED LINE VP1.5 UG8 UNI--ARCH 1 1/4" 300 PSI HOSE 30 GPM 0 100 PSI MIN. WATER FEED TO UNI—ARCH RECLAIM WATER — BY BELANGER TITAN FEED LINE VP1.6 UG8 PASS. SIDE TITAN 1 1/4" 300 PSI HOSE 30 GPM 0 40 PSI MIN. WATER FEED TO TITAN VPS RECLAIM WATER — BY BELANGER EQUIPMENT CONNECTIONS EQUIPMENT DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA BALL VALVE PRE SOAK ARCH PRE SOAK ARCH WATER/CHEM FEED LINE IK1.1 ICC PRE SOAK ARCH 3/4" 300 PSI HOSE 8 GPM 0 40 PSI FINAL TERM. ® PRESOAK RECLAIM WATER — BY BELANGER TOP WHEEL TOP WHEEL WATER/CHEM FEED LINE IK1.2 ICC TOP WHEEL 3/4" 300 PSI HOSE 8 GPM 0 40 PSI FINAL TERM. ® TOP WHEEL RECLAIM WATER — BY BELANGER GYRO/LSW WATER/CHEM FEED LINE IK1.3 ICC GYRO/LSW FEED LINE 3/4" 300 PSI HOSE 18 GPM ® 40 PSI MIN. RECLAIM WATER — BY BELANGER GYRO/LSW GYRO FINAL CONNECTION IK1.4 GYRO/LSW FEED LINE GYRO 3/4" 300 PSI HOSE 6 GPM ® 40 PSI FINAL TERM. ® GYRO RECLAIM WATER — BY BELANGER LSW FEED FINAL CONNECTION IK1.5 GYRO/LSW FEED LINE DRIVER SIDE LSW 3/4" 300 PSI HOSE 6 GPM 0 40 PSI FINAL TERM. ® LSW RECLAIM WATER — BY BELANGER LSW FEED FINAL CONNECTION IK1.6 GYRO/LSW FEED LINE PASSANGER SIDE LSW 1 3/4" 300 PSI HOSE 6 GPM ® 40 PSI FINAL TERM. ® LSW RECLAIM WATER — BY BELANGER R/O UNIT EQUIPMENT DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA BALL VALVE R 0 PRODUCT WATER, SUPPLY LINE PW1 R/O UNIT R/O TANK #2 3/4" RUBBER HOSE — PURE WATER — BY BELANGER CONNECTION BETWEEN TANK 1 & 2 PW2 R/O TANK 12 R/O TANK #1 2" NON COLLAPASABLE HOSE — - z' W IA 10BE I N BDIN >I PURE WATER — BY BELANGER R O UNIT SYSTEM/FEED M/FEED R O TANK OVERFLOW PW3 R/O TANK 2 / UG9 1" 30OPSI RUBBER HOSE — PURE WATER — BY BELANGER R/O REJECT WATER PW4 R/O UNIT UG9 1 2" 30OPSI HOSE — REJECT WATER — BY BELANGER SUCTION LINE FOR REPRESS PUMP #1 PW5 R/O TANK #1 R/O REPRESS PUMP #1 1 1/4" NON COLLAPASABLE HOSE — BY BELANGER RINSEgR.CH RINSE ARCH 1 FEED LINE PW5.1 R/O REPRESS PUMP #1 RINSE ARCH BAY #1 FEED 1 1/4" NON COLLAPASABLE HOSE— OSE W/P) 3/r III IN MCH PURE WATER BY BELANGER D1 RINSE ARCH FINAL CONNECTION BAY #1 PW5.2 RINSE ARCH BAY #1 FEED BAY #1 RINSE ARCH #1 3 4 30OPSI HOSE — PURE WATER BY BELANGER RINSE ARCH FINAL CONNECTION BAY #1 PW5.3 RINSE ARCH BAY #1 FEED BAY #1 RINSE ARCH #2 3/4" 30OPSI HOSE — PURE WATER BY BELANGER 9 M.- ffil EQUIPMENT DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA BALL VALVE AIR SUPPLY MAIN AIR SUPPLY LINE PL1 AIR COMPRESSOR AIR SUPPLY HEADER 3/4" COPPER (MIN) TYPE M - 10 SCFM 100 PSI - OMPRESSED AI — GEN. CONTRACTOR LINES AIR DROP PL1.1 AIR SUPPLY HEADER AIR PANEL 1/2" COPPER (MIN) TYPE M 10 SCFM 100 PSI 1/2" FPT FITTING OMPRESSED AI 1/2" GEN. CONTRACTOR BAY #1 GYRO EXT. AIR PANEL PL1.11 D/S GYRO EXTEND GYRO WRAP 1/4" PURP. POLYFLOW _ 90 PSI MIN. 1/4" TUBE FITTING OMPRESSED AI _ — BY BELANGER AIR LINES GYRO EXT. AIR PANEL PL1.12 P/S GYRO EXTEND GYRO WRAP 1 4" RED POLYFLOW 90 PSI MIN. 1/4" TUBE FITTING OMPRESSED AI — BY BELANGER GYRO EXT. AIR PANEL PL1.13 P/S—D/S GYRO RETRACT GYRO WRAP 1 4" GRAY. POLYFLOW 90 PSI MIN. 1/4" TUBE FITTING OMPRESSED BY BELANGER UNDERGROUND LINES WASHBAY DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA BALL VALVE SUCTION LINE UG1 RECLAIM STORAGE TANK EQUIPMENT ROOM 2" SCH 80 PVC 80 GPM SUCTION LINE 12" A.F.F. IN EQUIPMENT ROOM RECLAIM WATER --- GEN. CONTRACTOR SUCTION LINE UG2 RECLAIM STORAGE TANK EQUIPMENT ROOM 2" SCH 80 PVC 80 GPM SUCTION LINE 12" A.F.F. IN EQUIPMENT ROOM RECLAIM WATER — GEN. CONTRACTOR SUCTION LINE UG3 RECLAIM STORAGE TANK EQUIPMENT ROOM 2" SCH 80 PVC 80 GPM SUCTION LINE 12" A.F.F. IN EQUIPMENT ROOM RECLAIM WATER — GEN. CONTRACTOR AIR SPARGER LINE UG4 EQUIPMENT ROOM U.G. TANK 1" SCH 80 PVC CONNECT LINE TO SPARGER 12" A.F.F. IN EQUIPMENT ROOM RECLAIM WATER — GEN. CONTRACTOR TITAN FEED LINE UG5 TITAN VPS TITAN/UNI—ARCH FEED LINE 2" COPPER 80 GPM 0 140 PSI MIN. 1 1/2- X 1 1 /4" CROSS RECLAIM WATER — GEN. CONTRACTOR TITAN FEED LINE UG6 TITAN/UNI—ARCH FEED D/S FEED 1 1/2" COPPER 36 GPM ® 140 PSI MIN. WATER FEED TO TITAN VPS RECLAIM WATER — GEN. CONTRACTOR TITAN FEED LINE UG7 TITAN/UNI—ARCH FEED PASS. SIDE FEED 1 1/2- COPPER 30 GPM 0 40 PSI MIN. WATER FEED TO TITAN VPS RECLAIM WATER — GEN. CONTRACTOR DRAIN LINE, OVERFLOW UG8 RECLAIM PUMPS TRENCH DRAIN 3" SCH. 40 PVC — — RECLAIM WATER — GEN. CONTRACTOR R/O REJECT WATER UG9 R/O SYSTEM TRENCH DRAIN 3" SCH. 40 PVC 30 GPM 0 40 PSI MIN. _ WATER FEED TO TITAN VPS REJECT WATER - 11 GEN. CONTRACTOR DRAIN TO SEWER UG10 UG TANK SEWER 6" SCH 80 PVC — _ REJECT WATER -- GEN. CONTRACTOR CHASEWAY TO CONVEYOR TRENCH UG11 HYDRAULIC POWER PACK TRENCH EXIT 3" W/SWEEPING 90- — — — — GEN. CONTRACTOR CHASEWAY TO CONVEYOR TRENCH UG12 AIR PANEL DOLLIE UP SWITCH 1 1/2" W/NO HARD 90- — - COMPRESSED AIR — GEN. CONTRACTOR TRENCH DRAIN LINE TO UNDERGROUND TANK UG13 CONVEYOR TRENCH UNDERGROUND TANK 6" SCH 40 PVC — — REJECT WATER GEN. CONTRACTOR m 9 con " S11EET #: 1 w ww o " r� c� cv C NLj w �® of —u �C) U4 ° CE V EL.ANG IZ, INC. STANDARD NOT TO ONTRACTORS— DIIS SET OF DRAWINGS AND DOCUMENTS3 IS INTENDED AS A SET OF GUIDELINES LINES FOR THE PROJECT. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES 114CLUDING FEDERAL A.D.A. REQUIREMUIT , T+IIS SET ASSUMES THAT 'RIETTE ARE NO UNUSUAL -5011- CONDITIONS. VE FAILURE Of 1111S CON017ION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RES t 4SII ILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ,ALL APPLICABLE COVES AND TO INFORM THE (YVVHERS/ARCHMCTS OF ANY QUESTIONS O CLARIFICAlIONS ` I°II II ARE DE T ED. CONTRACTORS ARE AS�USUMED T KNOW ALL OBSERVANCE CONDITIONS. It CD uj III fm �U) wuj �1:C) A cq ry N J�! ® ® i C PROJIs(,"I' #: SHEET #: THIS D AVt13NG IS AND SHALL. REMAIN VE PROPERTY ' OF BEL ^ ' GE , INC. USE, REPRODUCTION OR ALTERATION OF THIS DRAWING WMOUT THE EXPRESSED WRITTEN PERMISSION OF BELANMR, INC. IS P i it ITC0. REVISIONS iss Description Date DATE: 3.31.05 SC ALE: 1/4"IJ-0)) DRAWN BY: cs DRAWING T I T L boo HERTZ SAN DEOED9 FL O DRAWING INFORMATION SHEET OF 0 IV