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Home My WebLink AboutSLC Solid Waste Baling Factory Admin. Bldg. 00-035A ST. LUCIE C SOLID WASTE BALING FACILITY AND ADMINISTRATION BUILDING GLADES ROAD LANDFILL ST. LUCIE COUNTY, FLORIDA MARCH 2O00 CAMP DRESSER & McKEE INC. 1701 STATE ROAD Al A, SUITE 301 VERO BEACH, FL 32963 LICENSE No. EB-0000020 JET ��N 1 REGISTERED ENGINEERS STATE OF FLORIDA ERIC J. GROTKE, P.E. No. 47635 CAMP DRESSER AND McKEE INC. GENERAL CIVIL MECHANICAL JOHN H. DEAN, A.I.A. No. 9457 JOHN H. DEAN ARCHITECT 9 ASSOCIATES, P.A. ARCHITECTURAL JEFFREY D. McGEE, P.E. No. 45944 JENKINS 9 CHARLAND INC. STRUCTURAL LARRY M. SMITH, P.E. No. 45997 SMITH ENGINEERING CONSULTANTS, INC. ELECTRICAL JAMES L. DeBAY, P.E. No. 13044 SMITH ENGINEERING CONSULTANTS, INC. HVAC PLUMBING GREGORY L. BOGGS, ASLA THOMAS LUCIDO & ASSOCIATES, P.A. LANDSCAPE ST. LUCIE COUNTY BID No. 00-035 CDM PROJECT No. 6277-25409-074 WE a 4 I ♦ I' (- - / I � I I � I,� i it (� � ' f1 Fl, iC G `s x J Q w z z u, 0 0 i 0 0 v N i r Lo I. ALL ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. 2. LANDFILL TRAFFIC MUST BE MAINTAINED AT ALL TIMES. 3. LOCATIONS. ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES. AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES. AND OTHER FEATURES AFFECTING HIS WORK. 4. CONTRACTOR SHALL VERIFY ALL UTILITIES AND NOTIFY COUNTY LANDFILL STAFF. 72 HOURS PRIOR TO DIGGING IN ANY PORTION OF THE SITE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT HORIZONTAL AND VERTICAL TRANSITION OF PIPELINES BY DEFLECTION OF PIPE JOINTS USING NO MORE THAN 75 PERCENT OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER. SHOP DRAWINGS SHALL BE FURNISHED TO THE ENGINEER FOR APPROVAL OF ALL PIPE CONNECTIONS. TRANSITIONS AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO JOB SITE. 6. THE CONTRACTOR SHALL REPLACE ANY DRAINAGE CULVERTS, FENCES. ETC.. PER FDOT STANDARDS WITH THE SAME TYPE OF MATERIAL THAT WAS DAMAGED OR REMOVED DURING CONSTRUCTION. 7. THE INFORMATION PROVIDED IN THESE PLANS AND REFERENCED IN THE AVAILABLE SOILS REPORT PROVIDED BY ARDAMAN AND ASSOCIATES IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS THAT WILL BE ENCOUNTERED DURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATION THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED. 8. TOPOGRAPHIC SURVEY WAS PERFORMED BY CULPEPPER 8 TERPENING, INC., FT. PIERCE. FLORIDA ON 12-18-1998. AERIAL MAPPING WAS DONE BY PTI PHOTOGRAMMETRIC TECHNOLOGIES. INC. ON II-6-1998. 9. NEW CONSTRUCTION OCCURRING AFTER THE PHOTOGRAPHIC FLIGHT ON NOVEMBER 6, 1998 MAY NOT BE INCLUDED ON THE DRAWINGS. BIDDERS ARE RESPONSIBLE FOR MAKING ANY AND ALL INVESTIGATIONS PRIOR TO SUBMITTAL OF BIDS. 10. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY UPON FINDING ANY CONFLICTS DURING CONSTRUCTION ON ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. 11. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION. THEY SHALL BE INSTALLED TO THE LIMITS SHOWN ON THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND/OR IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. 12. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE WITHIN THE LIMITS OF CONSTRUCTION OR ON HAUL ROADS SHOWN ON THE DRAWINGS. 13. NO REPRESENTATION IS MADE REGARDING BALANCED EARTHWORK. ANY EXCESS MATERIAL, OR MATERIAL NOT SUITABLE FOR USE AS BACKFILL, SHALL BE PLACED IN PERMANENT STOCKPILE AREA TO BE DESIGNATED BY THE OWNER AND STABILIZED PER OWNERS DIRECTION. NO MATERIAL SHALL BE REMOVED FROM SITE WITHOUT APPROVAL IN WRITING FROM THE OWNER. COMMON FILL FOR USE AS BACKFILL MAY BE OBTAINED FROM AN ONSITE STOCKPILE DESIGNATED BY THE OWNER, 14. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDING OR OTHER SURFACE TREATMENT. 15. DUE TO ITS LOCATION WITH RESPECT TO THE WATER TABLE THIS ENTIRE UNDEVELOPED SITE IS SUBJECT TO SEASONAL STANDING WATER. REFER TO THE GEOTECHNICAL REPORT AVAILABLE AT ENGINEER'S OFFICE. 16. INSTALLATION OF ALL STORM SEWERS, INLETS. MANHOLES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE MOST RECENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND AS INDICATED ON THE DRAWINGS. 17, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR DELIVERY AND DISPOSITION OF ANY SALVAGEABLE MATERIALS. N0. DATE I DRWN I CHKD REMARKS DESIGNED BY, K. MARRACK DRAWN BY, J. HOFFMAN SHEET CHK'D 0Y, E. GROTKE CROSS CHK'D BY, W. SPRIGGS APPROVED BY, E. GROTKE DATE, MARCH 2O00 C 0 C E A N CDMCamp Dresser & McKee Inc. 1701 State Road AIA, Suite 301 Vero Beach, FI 32963 Teti 561-231-4301 License No. EB-00000-20 aT. LUCIE COUNTY LE0jm OA THE CITY OF FORT PIERCE © THE CITY OF PORT ST. LUCIE Qi MIDWAY ROAD 20 FLORIDA TURNPIKE INTERSTATE 95 ® US HIGHWAY I �5 GLADES CUT-OFF ROAD © EDWARDS ROAD O SELVITZ ROAD LOCATION MAP NTS THIS PROJEC GLADES ROAD LANDFILL ST LUCIE COUNTY, FLORIDA NTS ST LUCIE COUNTY BALING FACILITY SHEET NO. TITLE GENERAL COVER SHEET G-1 INDEX, LOCATION MAP, GENERAL NOTES G-2 SYMBOLS AND LEGEND 6-3 ABBREVIATIONS 0-4 SITE AERIAL/STOCKPILE LOCATION CIVIL C - 1 SURVEY PLAN C - 2 HORIZONTAL CONTROL PLAN C - 3 PAVING AND DRAINAGE/PIPING PLAN CD -I MISCELLANEOUS DETAILS CD-2 MISCELLANEOUS DETAILS LANDSCAPE L - 1 LANDSCAPE PLAN L - 2 LANDSCAPE DETAILS ARCHITECTURAL A - I OVERALL FLOOR PLAN A - 2 FLOOR PLAN I WEST OF MATCHLINE A - 3 FLOOR PLAN 11 EAST OF MATCHLINE A - 4 PARTIAL FLOOR PLAN BALING LEVEL A - 5 ADMINISTRATION 1/8" PLANS A - 6 EXTERIOR ELEVATIONS A - 7 ADMINISTRATION EXTERIOR ELEVATIONS AND FOUNDATIONS A - 8 BUILDING SECTIONS A - 9 WALL SECTIONS A - 10 WALL SECTIONS AND DETAILS A - 11 ADMINISTRATION BUILDING SECTIONS A - 12 ROOF PLAN A - 13 INTERIOR ELEVATIONS A - 14 ROOM FINISH AND DOOR SCHEDULES, DETAILS A - 15 DOOR AND WINDOW FRAME DETAILS A - 16 ADMINISTRATION REFLECTED CEILING PLANS AND LIFT STATION A - 17 ADMINISTRATION ROOF FRAMING STRUCTURAL S - I STRUCTURAL NOTES. TYPICAL DETAILS AND SCHEDULES S - 2 LOWER LEVEL FOUNDATION/GROUND FLOOR FRAMING PLAN (I OF 2) S - 3 UPPER LEVEL FOUNDATION/GROUND FLOOR FRAMING PLAN (2 OF 2) S - 4 SECTIONS AND DETAILS S - 5 SECTIONS AND DETAILS S - 6 SECTIONS AND DETAILS MECHANICAL M - I MISCELLANEOUS MECHANICAL PLANS AND SECTIONS M - 2 MISCELLANEOUS MECHANICAL PLANS AND SECTIONS M - 3 LIFT STATION MD -I MISCELLANEOUS MECHANICAL DETAILS HVAC H - I TIPPING FLOOR VENTILATION PLAN H - 2 PARTIAL HVAC PLAN H - 3 HVAC SCHEDULES AND DETAILS H - 4 HVAC DETAILS H - IA SECOND FLOOR AIR CONDITIONING PLANS H - 2A FIRST AND THIRD FLOOR AIR CONDITONING PLANS H - 3A HVAC SCHEDULES AND DETAILS H - 4A HVAC DETAILS PLUMBING P - IA SECOND FLOOR PLUMBING PLAN P - 2A FIRST FLOOR PLUMBING PLAN AND SCHEDULE P - 3A PARTIAL PLUMBING PLANS P - 4A PLUMBING RISERS ELECTRICAL E - I ELECTRICAL LEGEND AND GENERAL NOTES E - 2 ELECTRICAL SITE PLAN E - 3 SINGLE LINE POWER DIAGRAM E - 4 MCC BUILDING POWER AND CONTROL PLAN E - 5 MCC BUILDING LIGHTING PLAN E - 6 BALING ROOM POWER AND CONTROL PLAN E - 7 BALING ROOM LIGHTING PLAN E - 8 TIPPING FLOOR ELECTRICAL PLAN SHEET I E - 9 TIPPING FLOOR ELECTRICAL PLAN SHEET 2 E - 10 SITE LIFT STATION DETAILS E - II CONDUIT AND CABLE SCHEDULES E - 12 SCHEDULES E - 13 MISCELLANEOUS DETAILS E - 14 MISCELLANEOUS DETAILS E - IA POWER/DATA SYSTEMS PLANS E - 2A LIGHTING PLANS E - 3A POWER RISER DIAGRAM, SCHEDULES, AND GENERAL NOTES INDEX, LOCATION MAP, GENERAL NOTES. ERIC GROTKE. P.E. No. 47635 ECT NO, 6277-25409 NAMEr GNXSDOGI.DWG SHEET NO. a i A o_ X ----------_ X X ---- — ® I ®— — — —R/W — — — IP--- IR-- - MON SB — — ale WIRE FENCE WOOD FENCE CHAIN LINK FECIE GUARD RAIL STONE WALL STONE RETAINING WALL PROPERTY LINE (P) EASEMENT LINE RIGHT OF WAY (R/W) IRON PIPE BOUNDARY MARKER IRON ROD BOUNDARY MARKER CONCRETE MONUMENT BOUNDARY MARKER STONE MONUMENT BOUNDARY MARKER TRAVELED WAY SYMBOLS SYMBOL FTC UNIMPROVED DIRT ROAD OR _ — — — — — GRAVELED ROADWAY 24' ASPH PAVT 24' ASPH PAVT M7 �T 2-36" RCP S 0- PAVED ROADWAY, SIZE AND TYPE PAVED ROADWAY W/ CURB, SIZE AND TYPE BOX CULVERT CULVERT, PIPE SIZES AND TYPE SIGNS 12" PALM DESIGNED BY, K. MARRACK DRAWN BY, J. HOFFMAN SHEET CHK'D BY, E. GROTKE ...._..___.__.__..._......__.. __._...._...m.._ _.-,.,,-..,__._.._..._...�..�_.._....__.._. CROSS CHK'D BY, W. SPRIGGS APPROVED BY, E. GROTKE REV. DATE DRWN CHKO REMARKS DATE: MARCH 2O00 NO. 10" PINE Q/ yL 7►- >✓ --- BUILDING OR STRUCTURE: FOOTPRINT TREE, SIZE 8 TYPE HEDGE EDGE OF WOODS EDGE OF WETLANDS EDGE OF SHORELINE DIRECTION OF FLOW FOR STORMWATER DIRECTION OF FLOW FOR SWALE LINED CANAL SURFACE ELEVATION SYMBOF(r�L®TSUE(( Sf6 84 DEPRESSION CONTOUR EXISTING INTERMEDIATE CONTOUR LINE AND ELEVATION DESIGNATION / EXISTING INDEX CONTOUR LINE AND ELEVATION DESIGNATION 84 85 PROPOSED INTERMEDIATE CONTOUR LINE AND ELEVATION DESIGNATION PROPOSED INDEX CONTOUR LINE AND ELEVATION DESIGNATION SPOT ELEVATION EXISTING EMBANKMENT (REVERSE SYMBOLS FOR CHANNEL) PROPOSED EMBANKMENT (REVERSE SYMBOLS FOR CHANNEL) Camp Dresser & McKee Inc. a 1701 Stale Road AIA, Suite 301 Vero Beach, Fl 32963 Tel, 561-231-4301 License No. ES-00000-20 ;SYMBOL FEATURE MH-14 WEST INV 27.35 EAST INV 32.50 SANITARY SEWER AND MANHOLE 8" SS MH-22 EAST INV 32.75 CB -I STORM DRAIN MANHOLE, AND WEST INV 32.50 INV 33.75 CATCH BASIN 8" SD 6" FM ® No— FORCE M�IN 6" RAS-PVC PROCESS' PIP LINE CALLOUT PIPE MATERI L-(OPTIONAL) ABBREVIATE PROCESS LINE DESCRIPTION PIPE DIAMETER 12" ELEC ELECTRICAL ABLE/DUCT OE OVERHEAD ELECTRIC TEL TELEPHONE - OT OVERHEAD TELEPHONE S SIGNAL LINE' ' LPG ICJ LIGHT POLE PP POWER POLE N1 GUY (J( WWVV�_ 04--- WATER MAIN no R/W = RIGHT-OF-WAY P.C. POINT OF CURVATURE P.T. = POINT OF TANGENCY P.I. = POINT OF INTERSECTION X20.5 = SPOT ELEVATION _ 20 — = CONTOUR ELEVATION = STANDING WATER —x--x—x = FENCE = GUARD RAIL CONC. = CONCRETE = EDGE OF PAVEMENT - — — — - - EDGE OF DIRT ROAD {0 s BENCHMARK -0- = POWER POLE 0 - TREE, SHRUB, OR BUSH 0 - MONITORING WELL SECTION NUMBER 1 A-12 TION LINE SHEET WHERE SECTION IS LOCATED. IF THE SECTION IS SHOWN ON THE SAME SHEET IT IS CUT, THE SHEET NUMBER IS REPLACED WITH A DASH. THIS SYMBOLOGY IS USED FOR SHORT SECTION CUTS ONLY. DETAIL LE LEADER LINE SHEET WHERE DETAIL IS LOCATED IF MULTIPLE DETAILS REFER TO THE SAME AREA OF THE DRAWING. THE BUBBLES ARE STACKED SIDE BY SIDE. SUBTITLE OR DESCRIPTION PLAN 1/4" 1'-0" SECTION 3/4" = l'-O" DETAIL 3/4" = 1'-0" A A SECTION NUMBER SHEET WHERE CUT IS TAKEN IF SECTION OR DETAIL IS DRAWN ON THE SAME SHEET THAT IT IS TAKEN FROM, THE SHEET NUMBER IS REPLACED WITH A HYPHEN. 1F THE SECTION IS REFERENCED ON MULTIPLE SHEETS, THE SHEET NUMBER SHOWN INDICATES THE FIRST SHEET THE SECTION IS TAKEN FROM, SHEET WHERE DETAIL IS TAKEN ERIC GROTKE, P.E. No. 47635 PROJECT NO. 6277-25409 FILE NAME: CSYMOOG2.DWG SHEET NO. U u L M 0 0 OA OUTSIDE AIR REF REFERENCE, REFER, ROOF EXHAUST FAN a NUMBER CL2L CHLORINE (LIQUID) EUH ELECTRIC UNIT HEATER [A INSTRUMENT AIR OC ON CENTER REG REGISTER 8 AND CL2S CHLORINE SOLUTION EW EACH WAY ID INSIDE DIAMETER OD OUTSIDE DIAMETER REINF REINFORCING DIAMETER CLF CURRENT LIMITING FUSE EXA EXHAUST AIR IF IIR INSIDE FACE ISOBUTENE ISOPRENE (BUTYL) RUBBER OE OVERHEAD ELECTRIC REM REMOVE AT CLG CEILING EXH EXHAUST O/E OR EQUAL REQ'D REQUIRED e CLR CLEAR EXIST EXISTING IN INCH OF OUTSIDE FACE RES RESIDUAL CMP CORRUGATED METAL PIPE EXP EXPANSION INF INFLUENT OG OZONEOFF-GAS REV REVISION A AIR (COMPRESSED) CMU CONCRETE MASONRY UNITS EXT EXTERIOR INS INSTR INSIDE INSTRUMENT (TATION) OH OVERHEAD (DOOR) RF ROOF FAN A. AMP AMPERE CNR CONDENSATE RETURN EXTD EXTENDED OL OVERLOAD RH RELATIVE HUMIDITY A/C CONDITIONING UNIT CNS CONDENSATE SUPPLY EY EPDXY INSUL INSULATION OPER OPERATOR RIS RUBBER IN SHEAR AA AERATION AIR CO CLEAN OUT INT INV INTERIOR INVERT OPNG OPENING RJ RESTRAINED JOINT AB ANCHOR BOLT COL -COLUMN F f'c FILTRATE OR FAHRENHEIT CONCRETE COMPRESSION STRESS lP IRON PIPE BOUNDARY OPT OPPOSITE RL RAIN LEADER ABDN ABANDON COMB COMBINATION, COMBUSTION IR IRON ROD BOUNDARY OPT OPTION (S RLCI RUBBER LINED CAST IRON AC AIR CONDITIONING OR ALTERNATING CURRENT COMP COMPRESSIBLE f'm MASONRY PRISM STRESS IRP INTERNAL RECYCLE PUMP OS OXIDIZED SLUDGE RM RUBBER LINED DUCTILE IRON ACCV AIR CUSHION CHECK VALVE CONC CONCRETE FAB FABRICATE (OR, ED) IRRIGATION OT OVERHEAD TELEPHONE RM ROOM ACP ASBESTOS CEMENT PIPE COND CONDUCTIVITY FAC FACILITY OR FLANGED ADAPTOR COUPLING IRR OTV OVERHEAD TELEVISION RMS ROOT MEAN SQUARE ACP AIR CONDITIONING UNIT CONN CONNECTION FB FLOOR BOX (BUSHING TYPE) [SOL ISOLATOR, ISOLATION OVA OVERFLOW RND ROUND AD ACCESS DOOR CONST CONSTRUCTION FBO FURNISHED BY OTHERS JB JUNCTION BOX OZA OZONE AIR RO ROUGH OPENING ADDL ADDITIONAL CONT CONTINUOUS FC FLEX CONNECTION JCT JUNCTION OZE EX OZONE EXHAUST ROT REDUCED ER ADJ ADJUSTABLE CORR CORRUGATED FD FLOOR DRAIN JT JOINT RPM REDUCED PRESSURE BACKFLOW PREVENTOR ADPT ADAPTER CPLG COUPLING FDMPR FIRE DAMPER RPM REVOLUTIONS PER MINUTE AFD ADJUSTABLE FREQUENCY DRIVE CPOL CATIONIC POLYMER FON FOUNDATION KO KNOCKOUT P PROTECTED RR RAILROAD AFF ABOVE FINISHED FLOOR CPP CONCRETE PRESSURE PIPE FE FLOW METER KSI KIPS (1000 POUNDS) PER SQUARE INCH PA POLYAMIDE RS RAW SEWAGE AFG ABOVE FINISHED GRADE CPT CONTROL POWER TRANSFORMER Fe CL3 FERRIC CHLORIDE KNIFE GATE VALVE PAB PROCESS AERATION BLOWERS RSL RAW SLUDGE AHU AIR HANDLING UNIT CR CONTROL RELAY FH FIRE HYDRANT KTV PAC PLANT AIR COMPRESSOR RT RIGHT AI ANALOG INPUT CRS COURSE (S) FHMS FLATHEAD MACHINE SCREW L LENGTH OR STRUCTURAL ANGLE DESIGNATION PAG AIRGAP PROTECTED WATER R REMOTE TELEMETRY UNIT ALT ALTERNATE(ING) CS CARBON STEEL OR CONTROL SWITCH FHWS FLATHEAD WOOD SCREW LA LIGHTNING ARRESTER PAVT PAVEMENT RW RAW WATER AL, ALUM ALUMINUM CSL CONDITIONED SLUDGE FI FILTER INFLUENT LAB LABORATORY PB PUSHBUTTON S SIGNAL LINE OR STEEL S-SHAPE DESIGNATION ANOD ANODIZE CSM FIG FIGURE LAM LAMINATED PBAV PLASTIC BALL VALVE SA SUPPLY AIR AO ANALOG OUTPUT CSTG CASTING FIN FINISH (ED) LAT LEAVING AIR TEMPERATURE PC POINT OF CURVE SAN SANITARY AP ACCESS PANEL CT CURRENT TRANSFORMER FL FLOOR OR FIRE LINE PCC POINT COMPLEX CURVATURE SANS SANITARY SEWER APPROX APPROXIMATE (LY) CTG COATING FLO FUSIBLE LINK DAMPER LAV LAVATORY POUND PCCP SSED CONCRETE CYLINDER IPE PRESTRESSED SB STONE MONUMENT BOUNDARY AR ACID RESISTANT CTJ CONTROL JOINT FLEX,FLX FLEXIBLE LB LBS POUNDS PCF POUND PER CUBIC FOOT Sc SCUM ARCH ARCHITECT (URAL.) (UREI CTR CENTER (ED) FLG FLANGE (D) LCS LEACHATE COLLECTION SYSTEM PCTFE POLYCHLOROTRIFLUORETHYLENE SCH SCHEDULE ARND AROUND CTSK COUNTERSINK FLR FLOOR LCP LOCAL CONTROL PANEL PCV PRESSURE CONTROL VALVE SCV SILENT CHECK VALVE ARV AIR RELEASE VALVE CTU CENTRAL TELEMETRY UNIT FLX FLEXIBLE LDS LEACHATE DETECTION SYSTEM PD PLANT DRAIN SDCV SLANTING DISC CHECK VALVE AS ACTIVATED SLUDGE CU COPPER OR CUBIC FM FORCE MAIN LF LINEAL FEET PE PLAIN END SD STORM DRAIN ASPH ASPHALT CUH CABINET UNIT HEATER FO FUEL OIL PEFL PRIMARY EFFLUENT SE SECONDS OR SECONDARY ASSOC ASSOCIATION CUP COPPER PIPE FOB FLAT ON BOTTOM LG LFG LONG LANDFILL GAS PERF PERFORATED SEC SECTION ASTM AMERICAN SOCIETY FOR TESTING MATERIALS CV VALVE FLOW COEFFICIENT FOR FUEL OIL RETURN PF PHENOL -FORMALDEHYDE SEE SECONDARY EFFLUENT ATC AUTOMATIC TEMPERATURE CONTROL CV -A CHECK VALVE (AIR CUSHION) FOS FUEL OIL SUPPLY LGB LAG BOLT PFU POLYMER FEED UNIT SF SUPPLY FAN ATS AUTOMATIC TRANSFER SWITCH CV-H CHECK VALVE (HYDRAULIC CUSHION) FOT FLAT ON TOP LIME LIME, DRY PGA PURGE AIR (LIME SILOS) SG SLUICE GATE AUTO AUTOMATIC CVR CONVECTOR FOV FUEL OIL VENT LL LIVE LOAD HYDROGEN ION CONCENTRATION SG-C SLUICE GATE - MANUAL CRANK OPERATOR AUX AUXILIARY CW COLD WATER FP FILTER PRESS LLH LONG LEG HORIZONTAL pH PH PHASE SG-HW SLUICE GATE - HAND WHEEL OPERATOR AVG AVERAGE CWO CLEARWELLWATER OVERFLOW FPM FEET PER MINUTE LLV LONG LEG VERTICAL PROS PHOSPHATE SG-M SLUICE GATE -MOTOR OPERATOR AWG AMERICAN WIRE GAUGE CWR COOLING WATER RETURN FPT FEMALE PIPE THREAD LNDG LANDING PWH PROTECTED HOT WATER SHC SODIUM HYPOCHLORITE AWL AVERAGE WATER LEVEL CWS COOLING WATER SUPPLY FRP FIBERGLASS REINFORCED PLASTIC LOC LOCATION/LOCATED PI POINT OF INTERSECTION SHT SHEET FS FLOOR STAND LONG LP LONGITUDINAL LOW POINT OR LOW PRESSURE OR LIGHT POLE PINF PRIMARY INFLUENT SIM SIMILAR FT FTC FEET/FOOT FOOTING/FITTING LPA LOW PRESSURE AIR (FROM BLOWERS) PJF PREMOLDED JOINT FILLER SJ SOLDERED JOINT B BRASS D DRAIN (STRUCTURE) FTR FINNED TUBE RADIATION LPNL LIGHTING PANEL PL PROPERTY LINE. PLATE DESIGNATION, OR PILOT SL SLUDGE BCV BALL CHECK VALVE DA COMPRESSED DRIED AIR LR LONG RADIUS PLC PROGRAMMABLE LOGIC CONTROLLER SLC SLLUCIE COUNTY BOD BACKDRAFT DAMPER DAF DISSOLVED AIR FLOTATION FTW FILTER TO WASTE PLP POLYPHOSPHATE SLG SLIDE GATE BEL BELOW DB DECIBEL OR DRY BULB FU FUSE LS LIME SLURRY PLS PLASTIC LINED STEEL SLG-C SLIDE GATE -MANUAL CRANK OPERATOR BF BLIND FLANGE DC DIRECT CURRENT FURN FURNISHED LT LIGHT PLT PLANT SLG-HW SLIDE GATE - HAND WHEEL OPERATOR BFP BELT FILTER PRESS DCU DISTRIBUTED CONTROL UNIT FW FILTERED WATER LVG LEAVING PLYWD PLYWOOD SLG-M SLIDE GATE - MOTOR BFV BUTTERFLY VALVE DEMO DEMOLITION fy STEEL YIELD STRESS LW LIGHTWEIGHT PNL PANEL SLV SLEEVE BGO BURIED GEAR OPERATOR DEPT DEPARTMENT LWA LOW WATER ALARM POJ PUSH ON JOINT SN SOLID NEUTRAL BHP BRAKE HORSEPOWER DET DETAIL G NATURAL GAS LWL, LOW WATER LEVEL POL POLYMER SN SUPERNATANT BIT BITUMINOUS DG DIGESTER GAS GA GAUGE LWT LEAVING WATER TEMPERATURE PE POLYETHYLENE S02G SULFUR DIOXIDE (GAS) BL BASELINE DI DUCTILE IRON GALV GALVANIZED POLYP POLYPROPYLENE S02S SULFUR DIOXIDE (SOLUTION) BLDG BUILDING CIA DIAMETER GE GROOVED COUPLING (SHOULDERED ENDS) POM POLYOXYMETHYLENE SOJ SLIP ON JOINT BLK BLOCK DIAL DIAGONAL GEC GROUNDING ELECTRODE CONDUCT M MOTOR POT POINT OF TANGENCY SOL SOLUTION BLKG BLOCKING DIFF DIFFUSER GEN GENERATOR MASY MATL MASONRY MATERIAL POTH POTASSIUM HYDROXIDE SP STATIC PRESSURE OR SPACE (DI BM BENCHMARK DIGIL DUCTILE IRON GLASS LINED PIPE GF GROUND FAULT INTERRUPTER POTM POTASSIUM PERMANGANATE SPC SPACE (S. ED) BOF BOTTOM OF FOOTING DIM DIMENSION GI GALVANIZED IRON MAU MAKEUP AIR UNIT PP POWER POLE SPEC SPECIFICATION, SPECIFIED BOF BOTTOM OF FOOTING DIP DUCTILE IRON PIPE GL GLASS PIPE MAX MAXIMUM PPM PARTS PER MILLION SPG SPRING BOP BEGINNING OF PROJECT DISCH DISCHARGE GLB GLASS BLOCK MB i' MACHINE BOLTS PER PR PRETREATED WATER SYSTEM SPL SAMPLE BOW BOTTOM OF WALL DIV DIVISION GOV GLOBE VALVE MBH MC THOUSAND BTU HOUR STEEL MISCELLANEOUS CHANNEL PRC POINT OF REVERSE CURVE SPR SPRINKLER LINE BPRV BACK PRESSURE REGULATING VALVE DIW DEIONIZED WATER GPO GALLONS PER DAY MOTOR CONTROL CENTER PRCST PRECAST SPTG SEPTAGE BRG BEARING DL DEAD LOAD GPM GALLONS PER MINUTE MCC) MCJ MASONRY CONTROL JOINT PREFAB PRE -FABRICATED SPW SPRAY WATER BSMT BASEMENT ON DOWN GR GRADE ME METHANOL PRES PRESSURE SQ SQUARE BSP BLACK STEEL PIPE DO DISSOLVED OXYGEN OR DITTO GRAV GRAVITY PRIM PRIMARY SR SLUDGE RETURN BTU BRITISH THERMAL UNIT DOI DOOR INTERLOCK GRND GROUND MECH MECHANICAL PRV PRESSURE RELIEF VALVE SS STAINLESS STEEL OR STORM SEWER BTWN BETWEEN DR DRAIN GRP GRIT REMOVAL PUMP MFD MANUFACTURED PRW PRESSURE WASTE SSC SECONDARY SCUM BUR BUILT UP ROOF (ING) DS DIGESTED SLUDGE GRTG GRATING MFG MANUFACTURING PS PUMP STATION SSFL SODIUM SILICO FLUORIDE BV BALL VALVE DV DIAPHRAGM VALVE GRU GRIT REMOVAL UNIT MFR MANUFACTURER PSC PRIMARY SCUM SSIL SODIUM SILICATE BVL BEVEL (ED) DW DISTILLED WATER GSKT GASKET MG/L MILLIGRAMS PER LITER PSF POUNDS PER SQUARE FOOT SSK SERVICE SINK BWR BACKWASH RETURN DWG DRAWING GSP GALVANIZED STEEL PIPE MGD MILLION GALLONS PER DAY PSI POUNDS PER SQUARE INCH SSL SECONDARY SLUDGE BWS BACKWASH SUPPLY OWL DOWEL GV GATE VALVE MH MANHOLE METAL HOSE PSIA PSI ABSOLUTE SSP STAINLESS STEEL PIPE BYP BYPASS DWTR DEWATER(EDI HAS HEADED ANCHOR STUD MHS MIN MINIMUM PSIG PSI GAUGE STA STATION HB HOSE BIBB MISC MISCELLANEOUS PSPS PLANT SITE PUMP STATION STD STANDARD C CHANNEL (STRUCTURAL) MJ MECHANICAL JOINT PT POINT STIFF STIFFENER CA COMPRESSED AIR E EMERGENCY WATER HC HEATING COIL MIXED LIQUOR PTFE POLYTETRAFLUORETHYLENE STIR STIRRUP (S) CAD COMPRESSED AIR, DRIED EA EACH HCL HYDROCHLORIC ACID ML PV PLUG VALVE STL STEEL CAP CAPACITY EAT ENTERING AIR TEMPERATURE HOPE HIGH DENSITY POLYETHYLENE MO MASONRY OPENING PVC POLYVINYL CHLORIDE STR STRUCTURE CATV CABLE TV EC EMPTY CONDUIT HDR HEADER MOD MOTOR OPERATED DAMPER PVMT PAVEMENT STRUC STRUCTURE (S. URAL) CB CATCH BASIN OR CIRCUIT BREAKER ECC ECCENTRIC HOWKS HEADWORKS MON MONUMENT PVRV PRESSURE VACUUM RELIEF VALVE SUSP SUSPENDED cc CENTER TO CENTER, COOLING COIL ED-F EQUIPMENT DRAIN (FLUSH TYPE) HOWR HARDWARE MPH MILES PER HOUR PW POTABLE WATER SV SOLENOID VALVE CCW COUNTER CLOCKWISE ED-0 EQUIPMENT DRAIN (EXTENDED TYPE -OPEN) HES HIGH EARLY STRENGTH MRPP METAL REINFORCED PLASTIC PIPE PEAK WATER LEVEL SW SWITCH CDT CONDUIT ED-S EQUIPMENT DRAIN (EXTENDED TYPE -SEALED) HEX HEXAGON MSW MUNICIPAL SOLID WASTE PWL PWM POTABLE WATER METER SWA SOLID WASTE AUTHORITY CENTERLINE EDH ELECTRIC DUCT HEATER HFAC HARNESSED FLANGED ADAPTOR COUPLING MTD MOUNTED SWBD SWITCHBOARD CENT CENTRIFUGAL EF EACH FACE HFL HYDROFLUOSILIC ACID MTG MOUNTING SWD SIDE WATER DEPTH CF CUBIC FOOT EFF EFFLUENT HGR HANGER MTL METAL SWGR S CFM CUBIC FEET PER MINUTE EGC EQUIPMENT GROUNDING CONDUCTOR HH HANDHOLE MV MUD VALVE SWK SIDEWALK SIDEWALK CFS CUBIC FEET PER SECOND EGO ELEVATED GEAR OPERATOR HK HOOK NEUTRAL OTY QUANTITY/QUALITY SYM SYMMETRICAL CHAMF CHAMFER EL ELEVATION HOA HAND-OFF AUTO N CHKD CHECKERED ELEC ELECTRIC(AL) HOR HP HORIZONTAL HIGH POINT OR HORSEPOWER N2 NACL NITROGEN SODIUM CHLORITE R/W RIGHT-OF-WAY T TREAD CHL CHLORINATOR EMERG EMERGENCY HPA HIGH PRESSURE AIR NAOH CAUSTIC SODA (SODIUM HYDROXIDE) RA RETURN AIR T&B TOP AND BOTTOM CHR CHLOROPRENE RUBBER (NEOPRENE) ENGR ENGINEER HS HIGH STRENGTH, HIGH SERVICE OR HAND SWITCH NBR NITRILE RUBBER RAD RADIUS T/LINER TOP OF LINER CI CAST IRON ENT ENTERING EDGE OF PAVEMENT HSM HIGH SERVICE MAIN NC NORMALLY CLOSED RAS RETURN ACTIVATED SLUDGE TAN TANGENCY CIGL CAST IRON PIPE GLASS LINED EDP NEC NATIONAL ELECTRIC CODE RBH RUBBER HOSE TAS THICKENED ACTIVATED SLUDGE CIP CAST IRON PIPE EP ELECTROPNEUMATIC OR ELECTRICAL PANEL HT HEIGHT NATURAL GAS RC REINFORCED CONCRETE TC TIME DELAY ON CLOSING CIR CIRCLE EPOM ETHYLENE PROPYLENE RUBBER HTHW HIGH TEMPERATURE HOT WATER NG RCCP REINFORCED CONCRETE CYLINDER PIPE TO TRENCH DRAIN OR TEMPERATURE DIFFERENCE CIRC CIRCUMFERENTIAL EG EOUAL ELY) HVAC HEATING, VENTILATING AND AIR CONDITIONING NIC NOT IN CONTRACT RCP REINFORCED CONCRETE PIPE TOO TIME DELAY ON OPENING CIU CAST [RON PIPE UNLINED EOIV EQUIVALENT HW HOT WATER NMO NORMALLY OPEN RCWM RECLAIMED WATER MAIN TECH TECHNICAL CJ CONSTRUCTION JOINT EQUIP EQUIPMENT HWA HIGH WATER ALARM NOM NOS NOMINAL NATIONAL OCEANOGRAPHIC SURVEY RD ROOF DRAIN TEL TELEPHONE CL CENTER LINE ES EACH SIDE HWL HWR HIGH WATER LEVEL HOT WATER RETURN NPOL NONIONIC POLYMER RDWD REDWOOD TEMP TEMPERATURE/TEMPORARY CL2 CHLORINE SYSTEM ESMT EASEMENT HWS HOT WATER SUPPLY NPT AMERICAN NATIONAL TAPER PIPE THREAD RED REDUCER TF TOP FACE, TRANSFER FAN CL20 CHLORINE (GAS) EST ESTIMATE (0) HIGH PRESSURE WASH WATER NPW (NON-POTABLE)RAW WATER TFP TRANSFER PUMP ETC ETCETERA HWW EVAP EVAPORATOR (ION) HYD HYDRANT NR NATURAL RUBBER HZ HERTZ NTS NOT TO SCALE NO NUMBER, NORMALLY OPEN �_. w____._._ DESIGNED BY, K. MARRACK _....��____....,.. __.._...,._.,_.m........_._....._...��..__m.._,._.... DRAWN BY: J. HOFFMAN _-----------«------------ SHEET CHK'D BY, E. GROTKE CROSS CHK'D BY, W. SPRIGGS - APPROVED BY, E. GROTKE NO' DATE DRWN CHKD REMAR?KS DATE, MARCH 2O00 , THD THREADED THK THICK (NESS) TKD TANK DRAIN TM TELEMETER OR TIME TO TOP OF TOB TOP OF BERM/BANK TOC TOP OF CURB/CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TOXS THICKENED OXIDIZED SLUDGE TP TURNING POINT TPRP THERMOPLASTIC REINFORCED PIPE TPS THICKENED PRIMARY SLUDGE TPY TEMPORARY TR TRIANGULATION POINT TRAN TRANSFER TRANS TRANSVERSE OTION), TRANSITION TS STRUCTURAL TUBING (STEEL UNLESS NOTED) TSL THICKENED SLUDGE TUBV TRUE UNION BALL VALVE TURB TURBIDITY TV TELEVISION TWAS THICKENED WASTE ACTIVATED SLUDGE TYP TYPICAL U HEAT TRANSFER COEFFICIENT UD UNDERDRAIN UG UNDERGROUND UGTC UNDERGROUND TELEPHONE CABLE UH UNIT HEATER VL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE UPVC UN -PLASTICIZED POLYVINYL CHLORIDE V VOLTS VA VENT AIR VA-H HYDRAULIC VALVE OPERATOR VA-M MOTOR VALVE OPERATOR VA-P PNEUMATIC VALVE OPERATOR VA-S SOLENOID VALVE OPERATOR VAC VACUUM VAR VARIOUS/VARIABLE VAV VARIABLE AIR VOLUME VB VALVE BOX VBR VACUUM BREAKER VC VICTAULIC COUPLING VC(G) VICTAULIC COUPLING (GROOVED) VC(S) VICTAULIC COUPLING (SHOULDER) VCP VITRIFIED CLAY PIPE VD VOLUME DAMPER VEL VELOCITY VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VIB VIBRATION VIPA VIRGIN ISOPROPYL ALCOHOL VNBA VIRGIN N. BUTYL ACETATE VOL VOLUME VS VARIABLE SPEED VSD VARIABLE SPEED DRIVE VT VENT VTR VENT THRU ROOF W WIDTH W/ WITH W/0 WITHOUT WAP WALL PIPE WAS WASTE ACTIVATED SLUDGE WB WET BULB WBW WSTE BACKWASH WATER WC WATER CLOSET WF STEEL WIDE FLANGE WH WATER HEATER WJ WELDED JOINT WL WATER LEVEL WM WATER MAIN WNSA WASTE N. BUTYL ACETATE WNC WASTE NON -CHLORINATED WOGS WASTE OXYGEN ACTIVATED SLUDGE WP WELDED PIPE OR WORKING POINT WPF WEATHERPROOF WR WASHWATER RECOVERY WS WATERSTOP OR WATER SURFACE WSH WASHWATER WSL WASTE SLUDGE WSV WALL SLEEVE WT WEIGHT OR STEEL TEE -SHAPE DESIGNATION WTP WATER TREATMENT PLANT WSD WASHWATER DRAIN WW WASTE WATER WWF WELDED WIRE FABRIC WWTP WASTEWATER TREATMENT PLANT WV WATER VALVE XFMR TRANSFORMER XP EXPLOSION PROOF YD YARD YR YEAR ERIC GROTKE, P.E. No. 47635 PROJECT NO, 6277-25409 FILE NAMEe GARSDOG3.DWG SHEET NO. ml (F� y V i. VJ P s' i Al" g i J a. W n c i 0 N i r N REV. i NO DATE DRWN CHKD u RELiAR i %OWN 'S STOCKPILE AREA FORS-, OBT' ING FILL'" OWNER WILL,"3 DESI NATE SPECIFIC LOCATION TO STAIN FILL ALL FILL RE. �FAINE UIREI FOR HIS PROJECT MAY BE' FRO' TMIS STOCKPILE. c i aTi: a DESIGNED K. MARRACK I� � ` Camp Dresser & McKee Inc. DRAWN BYj J. HOFFMAN SHEET CHK'D BYs E• GROTKE on"Ahmmo 1701 State Road AIA, Suite 301 CROSS CHK'D BY, W. SPRIGGS Vero Beach, Ft 32963 APPROVED BY, E. GROTKE Telr 561-231-4301 License No. ES-00000-20 MARCH 2O00 GLADES ROAD LANDFILL NOTES: 1. CONTRACTOR TO CLEAR AND GRUB WITHIN THE LIMITS SHOWN ON SHEET C-3. 2.CONTRACTOR SHALL BACKFILL AND COMPACT SOIL TO 98X SEE 3. NOTE THAT THE AERIAL OVERLAY OF EXISTING ROADS, LANDFILL CELLS, AND OTHER STRUCTURES DOES NOT SHOW CONSTRUCTION SINCE THE FLIGHT DATE (NOVEMBER 6, 1998). CONTRACTOR SHALL VERIFY IMPROVEMENTS IN OR ADJACENT TO THE LIMITS OF CONSTRUCTION SINCE THE FLIGHT DATE. 4. CONTRACTOR SHALL DISPOSE OF WASTE MATERIAL IN THE APPROPRIATE AREAS AS DIRECTED BY THE OWNER. GROTKE. P.E. No. 47635 -CT NO. 6277-25409 NAME: GAERLOG4.DWG SHEET NO. r R5Apca n P' R8iAc;nn n 11 BENCHMARK �..•^ I ' \ e \ �\ TOP IR&C STAMPED L84286 \ ELEVATION = 21,22' ` \ 22.3 \ N. G V D. 1929 3 s + x \ X \ x ` \ 20.15 \ . \ \ \ X19.58 K 19.58 X20,45 1 11 \ x \1 \ \\ t \ X 1,20 \\ 33,37 \ 94 14 22.2 x \ \\ \\ GRAPHIC SCALE X23.28 48 X23,17 X23,29 X23,29 X23.30 X23,13 X23.22 X22,72 x \ � o as ea tioo :ura \\ x \ -� 1 J BENCHMARK TOP NAIL & 77N TAB X19.70 X19.46 X19.44 X19.37 1 (IN MT 1 imh ) 4D fL X20.28 ELEVATION = 2..98' X 19,91 X19.60 1 N.G. V. D. 1929 X21,88 \ X20a45 X 19.70 I / x \ \ X 20.59 X 20,77 X 20.77 K 20.12 J \ \ X 19.56 I I ^-."'-...._.-_....-... I, x \ X20,54 x20,12 � I 21J7 x \ 1 I 20.92 X 20,51 X 20,69 X 20,11 X20.15 X 19.77 K 19,71 20,40 i � 2 x \ \ I � x9 \ 12L13 I x I / I x\ \ 1 1 X20.57 21 20.X X19,64 X20,82 X20.59 J o SIGN \ \ \ \ 4 I 20.93 X20,54 X21.67 X20.98 . 8 l / J X22,53 I 211 21.1 7 X20:59 X \ x 19,80 1922 X 1,44 l © C x 21167 x � X20.60 X20,94 x X20,86 1 � © 22,50 \ � \ 20.48 2,x \ 1 , X21,21 X2a57 ' \ 21,27 1 20.76 e j � X21,24 70 X20,19 x ! � x 1 ) �� \W X19.62 p C> \ X21,44 �� 22,13 21,98 \ \ X21,88 ., \ X22,52 X22.63 X22135 X20,77 \ 21.22 -- X21,81 "J _ - -_ --_- _ `X21.8 `ems ` ``� 0 X 20,17 1 2 .42 x ' X22,37 X9.9.93 x21.23 0 xJ 20,62 \ \ .1 22,12 / / I 2157 \\ 21'2 X21,a1 y `� x \ / , / x \ �t X21,51 `��. X21,14 X20,19 �\ ., , --�C21,29 / 20,38 21,77 \ X 1.59 ` \ ��----- - / 20,39 x \ \\ X21,05 .�� \� 20.32 X > 2145 21,40 25 7 (x \\ X20,37 ' r X21,30 - \ ' lass \ I x \ as -��J X21,60 /- 2 "3t�16i3 "IDel \\ 2 24,46 x p X20.Si �\ 21.69 --X - \ p p X18.32 t X22139 i , O ) X2L52 fl p 24,57 1 X21,03 X21.69 X22,44 x X23,33 x �J21,50 X ) �--' 20,68 1 ® 22,55 29,88 2�49 X 21, 0 --- -- ----- --- \` `� - %! - _ O 22.87 I 79 21:.61 21:42 pp° X2 ,72 76 1 \\\ \�-- X20,83 J '� i x 21,75 1 �, x 1.13 ��' I ! I X22,b6 X21,1 X19,28 JUNK X22:05 i ss -- � - : ` I '-"^° 22C,62 X21,46 A CERTFiCATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY DIRECTION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. ALSO, THIS SURVEY COMPUES WIN TNIE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FLORIDA STATUR 427,027, FLORIDA STATUTES DATED THIS 2.54 DAY OF _ _-- i898 BY_--_---_--�- RICHARD C. LA /JTURE, P.L.S. FLORIDA CER77FICATE No. 5209 NOT VALID WTHWT 7NE SIGMA nJW AAD ORWML RAISED SEAL OF FLaWA LIC LASED SURWY43R AND MAPPER. .-.. rs wa�evw:a$e+�asw-.vavroau .snme+maacmrww � -�^�.. _..___m.._,_..._.,....-._.........__.___._...__._..�___._.__'._�__...... _.v...__-.....__..._ DESIGNED BY: K. MARRACK DRAWN BYz J. HOFFMAN _..a.._.�. ___�__..�__. _ .�...._...._..�...-------- -- ---• SHEET CHK'D BY: E. GROTKE .__._,.._.w.-,._..,_...,.....,..� W. SPRIGGS .___�...__.__.....__._._.._-.___..._......____...._._.__-_._._.CROSS CHK'D BY: APPROVED BY. E. GROTKE REV. � td0. DATE DRWN CHKD ( WNAPtCS MARCH 2O00 a DATE�..�.-._-.-..,._.__ 7 VERTICAL DATUM NOTE., All benchmarks, elevations and contour lines shown hereon are based on the National Geodetic Vertical Datum of 19291. The source Benchmark is that Florida Department of Transportation Benchmark "195 85 A-29 , located at the Intersection of Midway Road and Interstate 95, with a published elevation of 47.539' GENERAL NOTE• i) Elevations and contour linear are based on photogrammetry performed by P77 Photogrammetric Technologles, Inc.. All photogrommetry Is based on photography dated November 6, 1998, and ground-truthed by Culpepper and Terpening, Inc. December 18, 1996. HORIZONTAL DATUM NOTE., Coordinates and geodetic control shown hereon are based on the Florida East Zone State Plane Coordinate System. The following stations and coordinates were supplied by St. Lucie County and all coordinates and positions are based hereon. Station "MARK" Northing (Y) - 1, 108, 184.883 Easting (X) == 854,823.107 Station 'BARBARA" Northing (Y) 1,110,931.016 Easting (X) = 853,26Z899 Camp Dresser & McKee Inc. PgrAuft 1701 Stole Rood AIA, Suite 301 uD+ Vera Beuch, FI 32963 Tol: 561-231-4301 License No. EB-0000®-20 CULPEPPER & E-RPENING,INC. CERTIFICATION NQ 4286 CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34"1 (561) 464-3537 a n a a nA ra =CT NO. 6277-25409 NAME: CSTPLOCI SHEET NO, -7� 0 0 A. A 20.05 N, N, CONTROL STRUCTURE No.1 -4/m. 2 '%Sq-RC.0 ts: FDOT INDEX No. 200 IN INV EL 18,,0 N, W/3" BLEEDER ORIFICE ...... IT I \ 0 INV EL 18-20 . ....... N I IN I NI, TOP- EL. 21.50- - - - ---------- -, I . N, INV EL 18. 10 N\ I lil4LET Noll ............... M.E EX No. 200 N, FDOT I STORMINATER CULVERT INV EL 19.4 ....... .... ---- - - EXI��, St,?RM�AT�j CULVERT IN W/MES; FDOT INDEX No. 272- - -------- r STORMWATER CULVERT INV EL 11�1 FOOT IN I D X No. IT INV EL 18.0 ----.,,.,-MATCH EXISTING 22.25 N MATCH EXISTING MATCH EXISTING INV EL 9.0 PAVEMENT EL-', MATCH DI TEE EXISTING' CONNECT TO EXIST EXIST 4- EFFLUENT FORCE MAIN INV EL 19.5 2.72 L 23.13 PAVEMENT EL 3.22 PAVEME 4T �E 21 4 EFF-IM ,3. PAVEMENT EL L W/ 4 PV 23.29 (2) 4 Q CONTROL STRUCTURE N9%; .. ...... ...... FOOT. INDEX 11200 7. ...... . .... W/3"\'BLEEDMORIFJ�t 23 1 N, ®INV EL 18.20 Z, I _e- IN 21 , ------- _:i� 1,0 "TOP EL,\211.50 r- 30' _'w 90 INV EL 18-,\�O -RC Ir I\! IN N, 1 4 N, 25 IN IN -30 IN N, 21.88 N• O 19.70 --35- I' 0 % L_ Iv. I HA IN DICAPMATCH EXISTING SIG 14 PER 19it PAVEMENT EL, FQ T NO, 17355 x 15t.0 ------- - - C_ WASTEWATER METER SEE NOTE I FLOATING 2 1. ADMINISTRATION A 1 20.12 FOUNTAIN IN -).54 BUILDING _2� 0 2 DOWNSPOUT HEADER-P 2 .69110""' 6" GV p x S P) GUARDRAIL F 6" DI TEE FIRST FLOOR ROTECTIVE .12051 40T INDEX No. 4.00 -0� ELEV. 25.00 5:1- SECOND FLOOR ELEV. 38.00 + 4" SANS -PVC C.O. Itt LIFT STATION NN., C CONTROL PANEL A 8- SANS -PVC . '13 SHOP HANDICAP SIGN PER 6 ll��! III I, - I m,E.S._ FDOT 'NO.17355 it, ,l I 1 1. ., p, IN ASTEWATER M-3 0.581 EL 19.0 LEACHATE/ A, 22.53 b. I FE \ V IN to LIFT STATION 0 t�l� mdulds: 7,.12 20.76 \N, 4 N."DOWNSPOUT - - - N, I HATCHING DENOTES',; IN HEADER -PVC I UST - 2 - 2A LIMITS OF RIP -RAP 1% SLOPE c\j 21.6 7 9 19.80 22.50 0 SPARE It 12" SD-CMP W/M.E.S. t'i'l I l'ik II C4 r-14 ki I'll A BALING PARp CD )91 1. INV EL 17.0 FLOOR 'Mi l i't. , .,..,22.66 '1 N, I.00 TIPPING > I 1. 1 1 " N, I 1 8 0 . a. �l � 1., -I� ELEV. 25.00' IN ONTROL FLOOR MCC rD rE • Om 4Z� 6' DI TEE X, 2 0.5 7 (2) 6"' GV FOOT INDEX No. 200 INLET No.3 tt 201-9 % 21.2, IN N, TE 06- 45* 01 BENDS HATCH NG DEIII 1 0 E mW NNW I TOP EL 24.0 LIMITS OF RIP -RA 1-9.62 INV EL j" M.E.S. :113"' DI CROSS .13 I I N, t i6" GV INV E 19.0 LD C21,98 \V, ilill! 1, NNI, 2. WIRE 2 7 IN, 52, 1 z % STORAGE1 Woo ROLL UP DOOR IN, 12.35 IN 22. V_ CIO.I. I I -4 -q!I- ELEV. 38.00 0.1 N, -2 Ir N 42 -ANI, B; It I\ z -1 . -1 1 , 3 < END EMERGENCY.SHOWER (2) 22.5* k 3ENERAT R EYEWASH (TO BE 2 BY OWNER) INN \0 ROOM INSTALLED - 4 DOWNSPOUT HEADER- rPvc N, 1% SLOPE j %I NNk Ilk 4 A 4l, yy N, V\ 20.38 T Q WALL ff Nl6X--U;I'T94 III NET v� R DOUS" OT INDEX1_40�.� - 4.:' . -�._ " ' .. - - /. 20.39 4 % 232- 1 40 DENOT S LIMITS OF 84T ER •ES' IN 2 TOP E �ONCR TE 'L 27 6 RMINING, WALL' IN .1 (OWNER) \ N, ��Z 7, .4 4. 11"A" I 23-0 - � 1- - I 'E ITT INV V4 . EL, Ou INIL T WZ 41 %NNv NN 21.0 ..FOOT (�DEX. No. '13 _T. '4 14'L. I J,/ . _fyf�tl IT IN IT, 4,1W 1. 0 1 'r J UP KL VIA', N,\\ W 4(' _.N - 20.58 1 -49 24. -1.. ti L CONCRETE SWALE '7: 1 .4� 1p FOOT MANHOLE W INDEX NO. 201 60x 1 w TAPPING SADDLE �) I \ (IN TOP EL 24.0 7 (2) 8"x 45' DI BENDS IN 1* CORP STOP 1. I", Gv 7 INV EL 19.2 . . ...... T, NN L* y.1 '�bF TAININ T., WIM-PVC24.46 1- , . •.ROLL '11 IN,ICY 29A 3 20.51(OWNER)' IN, N. IT N. 6* WIM 21.52 IN % HATCHED AREA DENOTES IN H LIMITS STABILIZED BASE 22.36 IN OF 6 I I IN (SEE SPECIFICATIONS) 313 G 8" WATER METER 6- X 90- Of / �11� OUS WASTE BLDG I.CD-11 EXISTING HOUSEHOLD HAZARD <� 21.69 22.4 4 (TO'_8E MOVED BY OWNER) 8"x 6" DI TEE REMOVE PLUG AND� 'N 8"x 6" RED 24.57 21.03 22.55 CONNECT TO EXISTING WATER MAIN N, (2) 6- GV 20.68 NN 2 1. 61 NOTE, 22.8 7 0_4�_3lo? 1 - X;, " I __T ... . ........... I. SLOPE WALKWAY FROM ADMINISTRATION 2�. 79 21.72 BUILDING "AT EL. 38.0 TO PARKING LOT L. ITT,) I I - f J I __ I EXISTING ADMINISTRATION BLDG I 76 g., ROADWAY STRIPING AND DIRECTION 0: TRAVEL ---- --- -LEGEND x 1 EXISTING FIRE HYDRANT %I MARKERS TO BE DONE IN ACCORDANCE WITH 15 ..... VN 'N FOOT ROADWAY A D TRAFFIC DESIGN STANDARDS. -, L� I Y, I N\ .N DENOTES LIMITS OF CONCRETE ------- i tN. ........ T� N. NNN\ MAIN 7 M-- 205.0 IN........... 20.83 DENO S LIMITS OF 6" STABILIZED BASE T Nx\'204f 21.13 I 1 22.66 I EXIST 8" WM-pvc 22.62 . .. ....... a mgIIIII^ ff^ V% I A 9"1=11 I PROJECT NO. 62TT-25409 DESIGNED BY, K. MARRACK DRAWN BY, J.HOFFMAN_ SHEET CHK'D BY. E.GROTKE CROSS CHK'D BY, W. SPRIGGS I APPROVED BY, E.GROTKE REV. DATE I DRWN CHKO REMARKS MARCH 2000 DATEi-_ NO. h IM w 0 0 N N SEE PLAN SHEET I" THICK PAVED ASPHALT SURFACE CL OF ROADWAY TYPE S-I GRADE REFERS TO THIS POINT 12„ 2• 1/2" FIRST I i/4": Y-0" SLOPE ASPHALT �� ` 1/4": V-0" SLOPE ,y SURFACE o..'O. o.o.o O''�o o �''O''''O'o'-o'.o p o p. o .,Q_o.d.o... TYPE S-I 12" SUBGRADE, STABILIZED 10" COMPACTED TO 75 P.S.I. COOUINA OR SHELLROCK BASE NOTE; SEE SPEC. SEE PLAN FOR ROADWAY LOCATIONS. ROADWAY CROWN VARIES - SEE SHEET 3 TYPICAL ROADWAY DETAIL DETAIL A —NTS C-3 SEE PLAN SHEET I" THICK PAVED ASPHALT SURFACE CL OF ROADWAY TYPE S-I GRADE REFERS TO THIS POINT 12" 2" 1/2" FIRST 1/4 I 0" `LOPE 1/4' I 0 SLOPE ASPHALT \� -0" SURFACE o O..o.'o. o O -A, ° O' o TYPE S-I FISUBG RADE, STABILIZED 10 COMPACTED TO 75 P.S.I. COQUINA OR SHELLROCK BASE NOTE: SEE SPEC. SEE PLAN FOR ROADWAY LOCATIONS. ROADWAY CROWN VARIES - SEE SHEET 3 TYPICAL ROADWAY DETAIL DETAIL NTS C-3 TRENCH WIDTH 'W' • 4' MIN 6'-0" EXISTING SURFACE RESTORATION BASE MECHANICALLY 6" SAW EXIST. PAV'T' MINCO w SEE NOTE 6 REPLACEMENT COQUINA OR z SHELLROCK BASE IN 3 LIFTS AT in 6" MAX, LAYERS OR 98% rn OTHER APPROVED METHOD TO ACHIEVE 95% COMPACTION ( x SEE NOTE 7 MAX. WATER LEVEL 4" MAX. + �� rALLOWABLE DURING LAYERS CONSTRUCTION AT 95x °o J°�oo°O° 12" PIPE 12" 3/4" DIA. BEDDING ROCK ZO.D. WHERE EXCAVATION TRENCH WIDTH UNDISTURBED SOIL CONDITIONS REQUIRE 'W" NOTES: 1, WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS 0 1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5, ALL ROADWAY RESTORATION SHALL COMPLY WITH THE RESPECTIVE GOVERNING AUTHORITY. 6, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. FOR PVC PIPE ONLY - INSTALL METALLIC TAPE OVER FULL LENGTH OF PIPE. SEE SPECIFICATIONS. (PAVED AREAS) TRENCH DETAIL N.T.S. zr�E 6" THK CONCRETE SWALE W/ 6"x 6" WWF SEE NOTE 6 SEE NOTE 4 MAINTAIN TRENCH - WIDTH 2'-0- ABOVE TOP OF PIPE MAX. WATER LEVEL ALLOWABLE DURING CONSTRUCTION 12" VARIES SEE PLAN 3/4" RADIUS 2" 4„ FIN GRADE TOP SOIL 6" x 6" x 10/10 WWF WALK 1 EEL-IE) DETAIL C NTS 1/4" EXP. 1/2" RADIUS _I/4" EXP. rJ.(MIN)4„ SIOEWALK JT.(MIN) . (M IN) 4'-0" FLAG 4'-0" FLAG 4'-0" FLAG 12'-0" BETWEEN EXP. JTS. �Txgff�TmiIN *` 3\ • • DETAIL BATTER FACE OF CURB 1" IN 6" VARIES SEE PLAN 3/4" RADIUS APHALT C (TYP) P VEMENT FLAG 8 1/2" RADIUS EXP. JT. ( CD -I FIN GRADE 6" �— — 1/4' V SLOPE T 6"x6"x10/10WWF �2-NO-5, CONT. C OUINA BASE 8 1/2" 3" E,LEV,A110 CURB AND SIDE%i L DETAIL E NTS 3/4" DIA. BEDDING ROCK WHERE EXCAVATION CONDITIONS REQUIRE NOTES: PROVIDE TRENCH SLOPE AS REO'D ro °o 0 0 0 ° o 0 0 12" PIPE 12'"/ O.D. TRENCH WIDTH •W, st GRADE w > O 6" MAX. LAYERS OR OTHER APPROVED ? METHOD TO ACHIEVE 95% COMPACTION zo 4" MAX. LAYERS AT 959 UNDISTURBED SOIL 1. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION, 2. SHEETING WILL �E REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. PVC PIPE TO HAVE ROCK BACKFILL TO CLOP PIPE. 6. FOR PVC PIPE ONLY - INSTALL METALLIC TAPE OVER FULL LENGTH OF PIPE. SEE SPECIFICATIONS. ,3 TRENCH DETAIL DESIGNED BYr K. MARRACK i P �ICSSei & McKee Ii DRAWN BYr J. HOFFMAN D SHEET CHK'D BY: E.GROTKE mmwv 1701 State Rood AlA, CROSS CHK'D BY,W. SPRIGGS texas Vero Beach, FI 3296 APPROVED BYr E. GROTKE Teh 561-231-4301 DATE MARCH 2O00 License No. ES-00001 REV, DATE DRWN CHKD REMARKS No'u,Y_..,. 6" NEW COMPACTED COQUINA OR SHELLROCK MORE THAN 24" EXISTING VARIES ORIGINAL GRADE PAVEMENT s � I• •I ORIGINAL EXCAVATION i I L ------J 3/4" PER I' 6" NEW COMPACTED COQUINA OR SHELLROCK 3/4" PER 1' EXISTING VARIES 24" OR GRADE /- ORIGINAL LESS / PAVEMENT m I. o I ORIGINAL EXCAVATION I IQ- NEW COMPACTED i COQUINA OR SHELLROCK L__�___J PATCH IN SHOULDER & SWALE NTS 4" WASTEWA,�,. MAIN -PVC (SEE NOTE % ON SHEET M-3) PLAIN END/FLANGE END t5tt NU I t 110 UIY JMCC 1 M-J) MAGNETIC FLOW METER AND METER BOX DETAIL -WASTEWATER DETAIL F NTS C-3 INDICATOR TOTALIZER 3'-0- SO. X 4" THICK CONCRETE METER BOX 113" X 24"1 WITH WITH 1 NO. 3 CONT. N0. 38-TR-STEEL DIAMOND PLATE 0/E CONCRETE PAD POURED TRAFFIC COVER, BROOKS PRODUCT, INC. AROUND METER BOX 2"— r- FINISH GRADE R yLIMEROCK TN GRAVEL REGISTER EXTENSION WITH i1 8" CONNECTOR ih I i MECHANICAL JOINT/ INTERMEDIATE SHAFT "�� FLANGE END SUPPORT Vi r I -` FLOW .r 8" WATER 8" COUPLING 8" CONNECTOR 6" COUPLING MAIN -PVC (SEE NOTE 16 ON SHEET M-3) PLAIN END/FLANGE END (SEE NOTE 16 ON SHEET M-3) 8" FLANGED MAGNETIC DRIVE FLOW METER (120 TO 1200 GPM) METER AND METER BOX DETAIL - WATER DETAIL G NTS C-3 /FCF ELEV 22.0 ROLL -OFF BOX (OWNER) IING t. CONC. CURB CONCRETE ROADWAY STRUCTURAL FILL 11 DOCK BUMPER TO BE FIELD LOCATED (SEE SPECIFICATIONS) R': SECTION SECTION ERIC GROTKE. P.E. No. 47635 PROJECT NO. 6277-25409 FILE NAME: Csddtcdl.dwg SHEET NO. FINISH GRADE JOINT (TYP.) RESTRAINED JOINT 2-3/4" 0 GALV. TIE RODS (TYP.) ENCASED AS REO'D OBSTRUCTION 36" MIN. COVER 45' OR 22 1/2' BENDS (M. J.) SPECIAL UTILITY CROSSING - FITTING TYPE 3�E 18" MIN. CLEARANCE REQUIRED FOR WATER AND SEWER MAIN CROSSINGS. 12" MIN. CLEARANCE REQUIRED FOR OTHER TYPE UTILITIES CROSSING. SEE WATER AND SEWER SEPARATION STATEMENT ON THIS SHEET. SLOPE UP TO 36" MIN. COVER nR4TPI Ir TION ---, SEE NOTE BELOW\,. ENCASED AS REO'D I \_ CENTER A FULL LENGTH OF PIPE AT THE POINT OF CROSSING STANDARD UTILITY CROSSING - DEFLECTION TYPE NOTE: I. THE DEFLECTION TYPE CROSSING SHALL BE USED WHERE EVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING USING 75% OF MANUFACTURERS MAXIMUM JOINT DEFLECTION (MAX.) 3. COAT TIE RODS WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MIN.) 4. TIE RODS MAY BE OMITTED WHEN OTHER APPROVED METHODS OF RESTRAINING ARE UTILIZED. UTILITY CROSSING NTS STANDARD WATER AND SEWER SEPARATION STATEMENT I. STORM AND SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P. WHERE THERE IS NOT ALTERNATIVE TO SEWER PIPES CROSSING OVER A WATER MAIN. THE CRITERIA FOR MINIMUM SEPARATION BETWEEN LINES AND JOINTS IN THE ABOVE, SHALL BE REQUIRED AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS, 2. MAINTAIN TEN (101 FEET HORIZONTAL DISTANCE BETWEEN WATER MAIN AND STORM OR SANITARY SEWER MAIN, AS A MINIMUM. 3. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND OUTSIDE OF THE WATER MAIN WITH WATER CROSSING OVER THE FORCE MAIN. i J u 0 0 0 N N ti to NEB' DATE DRWN CHKD a P , TRENCH 24" x 24" x 4" THICK CONCRETE PAD AT EACH VALVE BOX WITH I-NO.3 CONT. 12" ♦ WATER (WATER MAIN) W SEWER r" (FORCE MAIN) RAW WATER (RAW WATER MAIN) tM REUSE (RECLAIMED WATER MAIN) 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD v SIZE OF VALVE "4- TYPE OF VALV 16" SERVICE B.V. 1/8" RAISED LETTERS WATER TO BE CAST WITH 3" DIA. R-20 BRONZE DISC AS MFG. DIRECTION 8 NUMBER BY SHEIDOW BRONZE CO. OF TURNS TO OPEN CONCRETE VALVE PAD/IDENT- DISC. NTS xN UNDISTURBED EARTH A A BOARD IN FRONT OF PLUG "C" SQUARE TEE WITH PLUG TYPICAL SECTION LATERAL THRUST BLOCK DETAILS N.T.S. DESIGNED BY, K. MARRACK DRAWN BY, J. HOFFMAN DM Camp Dresser & McKee inc. SHEET CHK'D BY, E. GROTKE ° W. SPRIGGS °A 1701 State Road AIA, Suite 301 CROSS CH BY, q:en/ate Vero Beach, Fl 32963 APPROVED BY, E. GROTKE Tel, 561-231-4301 RLicense No. EB-00000-20 REMARKS DATE, MARCH 2O00 CAST IRON STAY PUT COVER W/RAISED LETTERS MARKED 3" DIA. BRONZE DISC "WATER," "REUSE WATER" ANCHORED IN CONC. PAD OR "SEWER" SEE CONC. VALVE BOX PAD. (DENT. DISC. DETAIL ASPHALT 'SQUARE SURFACE/ URFACE FINISH 12 r GRADE MAX. .....,. ... • •. NO 3 CONT LIMEROCK BASE 7". SLIDE TYPE VALVE BOX PROVIDE EXTENSION AS REQUIRED VALVE FILL W/ CONC 8 ROUND OFF TOP 6" DIA SCH 40 STEEL PIPE PAINT PER SPECIFICATIONS 1/2" SLOPE PAVEMENT/FINISH GRADE/FLOOR -------CONCRETE ENCASEMENT BOLLARD POST DETAIL B NTS - THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 90. 45' 221/24 111/44 LAT. TEE PLUG INCHES E MIN. B A A A A A A C D E 4 10" 7- 10" 6" 3" 3" 7" 7" 10" 7" 8" 10" 15" 8" 4" 4" 10" 10" 12" 10" 8" 14" 18" IO" 5" 5" 14" 14" 14" 14" 12" 11028- 16" 24" 14" 7"1 7" 16" 16" 1 16" 16" 14" 20" 26" 16" 8" 8" 20" 20" 18" 20" 20" ALL PIPES 12" DIA AND ABOVE SHALL HAVE MECHANICAL RESTRAINED JOINTS NOTE: ALL PIPES SHALL HAVE RESTRAINED JOINTS OR SUITABLE THRUST RESTRAINT PROVIDED. I. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2. IN THE CASE OF FIRE HYDRANTS THE BOARDS MAY BE OMITTED WHEN SOLID BEARING CAN BE OBTAINED. 3. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE. 4. ALL BLOCKING SHALL BE PRESSURE TREATED. 5. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 6. REFER TO SPECIFICATION SECTION 02600 FOR ADDITIONAL INFORMATION ON PIPES REQUIRING RESTRAINT. GLADES ROAD LANDFILL ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY PUMPER NOZZLE FACING ACCESS ROADWAY CONCRETE VALVI PAD FINISH GRADE 6" G.V.- 6" D.I.P. T�_ o UST BLOCK 2-5/8" TIE RODS AS REO'D 3/4 C.Y. CONC. THRUST BLOCK TYPI( HYDR FIRE HYDRANT DETAIL C NTS C-3 "'BING NOTE: SAMPLE POINTS COMING FROM HYDRANTS TO INCLUDE A SMALL VALVE WITH A REMOVABLE HANDLE. AFTER SATISFACTORY BACTERIOLOGICAL TESTING REMOVE SAMPLE POINT TUBING AND FITTINGS A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF I" COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND. AFTER SATISFACTORY BACTERIOLOGICAL TESTING CORPORATION IS TO BE SHUT OFF AT MAIN AND ALL TUBING REMOVED 1" GATE I" COPPER TUBING VALVE OR APPROVED EQUAL If 11 BY UTILITY COMPANY CORPORATION STOP W/ SADDLE i° WATER MAIN --f-ALM1211111MR29101mil Am DETAIL D NTS C-3 Y CAP l I" GV .. '' CONCRETE' . 1" 90' BEND EMERGENCY SHOWER/EYE 8 FACE WASH DETAIL F NTS C-3 ERIC GROTKE, P.E. No. 47635 PROJECT NO. 6277-25409 FILE NAMEt Csddtcd2.dwg MISCELLANEOUS DETAILS SHEET NO. CD-2 MAM eT: II► sow awo ST. 0i ama moT: AMMOM BY: RATE: FEBROARY 2000 CDMCamp Dresser & McKee Inc. NOW 1761ttaN.wuA $.11.361 'I► Toro N..a, M 33N3 Tat: H14314301 uk No. 9A0000.20 (TYPICAL) GLADES ROAD LANDFILL ST LUCIE COUNTY, FLORIDA ITS OF SOD 'YPICAL) 4TRACTOR TO SOD TO 4TROL WATER ELEvATION 21+00' /V�k Thomas Lucido & Associates, P.A. vv Land Plann�nel anawape Ardntectmm /v� Lic. qca-0000335 100 Anew A. SWte v. FL PJe . FL 39M 66I-167'-1m. Fa 001-av-isw N M 3o. GRESM L. W KS, ^iM PR IM N0. 6277.ZM HIE NAME: MPL90 i M. NO. 17TMCITE ST LUCIE COUNTY BALING FACILITY LANDSCAPE PLAN Sim No. L-1 Landscape Legend Abb Qty 113otanical Name iCommon Name Size & Spacing Comments Trees CB 1 Cordia boissieri White Geiger FG, 12' Ht, 2.5" Cal. IA 5 flex attenuata East Palatka Holly FG, 12' Ht, 2.5" Cal. LS 6 ILIquidamber styraciflua Sweet Gum FG, 12' Ht, 2.5" Cal. MC 8 IMyrica cerifera Wax Myrtle FG, 8' Ht, 4' Spr. P£ 64 Pinus eiliottii Slash Pine FG, 12' Ht, 2.5" Cal. PO 8 Platanus occidentalis Sycamore FG, 12' Ht, 2.5" Cal. QV 9 Quercus virginiona Live Oak FG, 12' Ht, 2.5" Cal. TD 12 Taxodium distichum Bald Cypress FG, 12' Ht, 2.5" Cal. Palm Trees CH 1 Chamaerops humilis European Fan Palm 4' - 6' ht. triple SP 25 Sabal palmetto Cabbage Palm FG, 18 - 24' o.a. ht WR 6 Washingtonia robusta Mexican Fan Palm FG, 18' - 24' o.o. ht Shrubs BA 1.3 IBulnesio arborea Bulnesia FG, 8' Ht, 4' Spr. Jl 54 Jatropha integerrima 'Compactor' IDwarf Jatropha 13 Gal., 24"x24", 2411 O.C. Full to Base Groundcover HEL 189 Helianthus debilis Dune Sunflower 3 Gal., 24"x24", 24" o c. Full to Base iPO 225 ipomoea pes-caprae Railroad Vine 3 Gal., 24"x24", 24" o c. Full to Base JUN 105 Juniperus chinensis 'Parsons!' Parson's Juniper 3 Gal., 24"x24", 24" o C. Full to Base RAP 106 Raphiolepis indica Indian Hawthorne 3 Gal., 24"x24", 24" o c. Full to Base SER 112 Serenoa repens Isaw Palmetto 3 Gal., 24"x24", 48" o c. Full to Base TRl 1531 jTrIpsacum doctyloldes Fakahatchee Grass 3 Gal., 24"x24", 36" o c. IFull to Base Sod Sod * Paspalum notatum 'Argentine' Argentine Bahia Grass Contractor to provide quantity Mulch * Recycled Mulch I 27,275 s.f. THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE --- DIRECTION OF THE ENGINEER. PAINT ALL CUT, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (ENGINEER DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). TOP OF BURLAP BALL SHALL BE AT LEAST - i" ABOVE THE FINISHED GRADE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS - 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS - SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. IRREGULAR & MULTI -STEM TREE N.T.S. ROCK MATERIAL SHALL BE MADE UP OF ALABAMA ROCK IN A MIX OF SIZES. TOTAL QUANTITY SHALL BE 10 TONS IN A MIX RATIO OF: 20% 3' X 5' X 2' 50% 18" X 30" X 12" 30% 1' X 1' X 1' FOR MORE INFORMATION ON ROCK MATERIAL PLEASE CONTACT ROCKSCAPES INTERNATIONAL AT 941.992.2855, REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. NO NAILS SHALL BE DRIVEN INTO TREE. TREE TRUNK SHALL BE FREE OF ANY SCARS. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. USE 1/2 " DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE; 3 GUYS MIN. PER TREE - EVENLY SPACED; ONE TURNBUCKLE PER GUY WIRE: USE WHITE FLAGGING RIBBON. BUILD 4-6" CONTINUOUS SAUCER AROUND 0 THE TREE PIT T HOLD THE WATER. / 2" X 4" x 24" STAKE FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. - FILL MATERIAL SHALL CONSIST OF AT LEAST NATIVE SOIL FROM HOLE DUG III=I I II I I -I I11 ADD AGRIFORM TABLETS AS SPECIFIED. TREE PLANTING (2"-6" CALIPER) N.T.S. TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE THE FINISHED GRADE. RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, APPROVAL, AND DIRECTION BY THE ENGINEER. USE 1/2" DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE; 3 (MIN.) EVENLY SPACED GUYS PER TREE; FOR TREES 10' AND OVER ADD ONE TURNBUCKLE TO EACH WIRE TO MAINTAIN SUPPORT WHITE FLAGGING RIBBON 3" MULCH LAYER. SEE PLANTING NOTES. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE (PRESSURE TREATED - GREEN PAINT IS OPTIONAL) ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL. DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. xe PLANTING NOTES: PLANTING SOIL AND BACKFILL FERTILIZER PLANTING SOIL SHALL BE LANDFILL MANUFACTURED TOPSOIL. THIS TOPSOIL SHALL CONSIST OF A STABILIZED MIXTURE OF GROUND FERTILIZERS SHALL BE SLOW RELEASE, UNIFORM IN COMPOSITION, YARD TRIMMINGS AND POSSIBLY BIOSOLIDS PROCESSED ACCORDING TO DRY AND FREE FLOWING. THE FERTILIZER SHALL BE DELIVERED STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF SEWAGE TO THE SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARING SLUDGE COMPOST. RECYCLED TOPSOIL SHALL ONLY BE OBTAINED THE MANUFACTURERS STATEMENT OF ANALYSIS,AND SHALL MEET FROM A STATE PERMITTED RECYCLING FACILITY WHICH IS ALSO D.O.T. THE FOLLOWING REQUIREMENTS: SIX (6) PERCENT CERTIFIED AND STORES PRODUCT ON A PAD WITH A CURRENT NITROGEN,SIX (6) PERCENT PHLOSPHOROUS,AND SIX (6) NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF PERCENT POTASSIUM. FERTILIZER SHALL BE APPLIED TO AGRICULTURE. RECYCLED TOPSOIL SHALL HAVE THE FOLLOWING ALL SHRUBS (1/3 LB PER 3 GAL POT, 1/4 LB PER 1 GAL CHARACTERISTICS: - WEED FREE POT) AND GROUNDCOVER. THE SOD STARTER - MOISTURE CONTENT 50% BY WEIGHT MAXIMUM FERTILIZER MIXTURE SHALL BE A 5-10-10 ANALYSIS. A - WATER HOLDING CAPACITY 200% BY WEIGHT MINIMUM 14-14-14 FERTILIZER ANALYSIS IS REQUIRED ON ALL TREES - CARBON TO NITROGEN RATIO LESS THAN 25 TO 1 DRY WEIGHT MINIMUM AND SHRUBS OVER 5' IN HEIGHT (1/2 LB PER 5' OF - ORGANIC MATTER CONTENT 40% BY - SOLUBLE SALTS LESS THAN 3 MMHOS/CM SPREAD). AGRIFORM TABLETS WITH TWENTY (20) PERCENT NITROGEN, TEN (10) PERCENT PHOSPHOROUS,FIVE (5) - M N MUM N TRIENT7LEVELS AS FOLLOWS: PERCENT POTASSIUM IN 21 GRAM SIZES SHALL BE APPLIED MACRO NUTRIENTS: NITROGEN (N) - 1% MINIMUM, WATER INSOLUBLE ALONG WITH THE FERTILIZER PROCESS (1 WITH 1 GAL NITROGEN 90% MINIMUM, PHOSPHORUS (P) - 0.5% MINIMUM, PLANTS. 2 WITH 3 GAL PLANTS AND 2 TABLETS PER 1" POTASSIUM (K) - 0.2% MINIMUM AND OTHER MACRO AND MICRO OF TREE TRUNK CALIPER). MAGNESIUM SULFATE SHALL BE NUTRIENTS. THE RECYCLED TOPSOIL SHALL CONTAIN LEVELS OF THOSE THESE INCLUDE MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. APPLIED TO ALL PALMS AT INSTALLATION AT A RATE OF CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE 1/2 LB PER INCH OF TRUNK CALIPER. MANGANESE SHALL AND MOLYBDENUM. RECYCLED TOPSOIL NOT MEETING THESE BE APPLIED AT THE SAME RAPE. REQUIREMENTS WILL NOT BE ACCEPTED. MULCH BACKFILL: ALL NEW AND TRANSPLANTED PLANT MATERIAL (INCLUDING NEW SOD) MULCH MATERIAL SHALL BE RECYCLED MULCH AND SHALL BE PLANTED ONLY AFTER PREPARATION OF EXISTING SOIL MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT. THE CONTRACTOR SHALL COORDINATE WITH AS FOLLOWS: SPREAD A LAYER OF 3" DEPTH OF SUNSOIL (AS DEFINED ABOVE) LANDFILL PERSONEL ON DISTRIBUTION OF TOPSOIL AND MULCH. OVER THE ENTIRE PLANTING AREA. THE SUNSOIL SHALL THEN BE THE CONTRACTOR TO PROVIDE UNIT PRICE FOR COST TO SPREAD MULCH TO THE COUNTY FOR APPROVAL. MULCH SHALL BE UNIFORMLY DISKED, TILLED OR AERIFIED INTO THE EXISTING SOIL APPLIED TO A MINIMUM OF 3" DEPTH IN PLANTING BEDS. TO A DEPTH OF 12" UNDERNEATH SHRUBS AND GROUNDCOVERS, MULCH SHALL NOT BE PLACED WITHIN 6" OF TREE OR PALM 6" UNDERNEATH SOD AND TO A DEPTH OF 36" FOR THE TREE TRUNKS. PITS, WITH THE FOLLOWING EXCEPTION: NO ROTOTILUNG OR DISKING SHALL OCCUR CLOSER TO THE TRUNKS OF ESTABLISHED SOD PLANTS THAN ONE HALF (1/2) THE DISTANCE OF THE CANOPY FURTHER OUT FROM THE DRIP LINE OF THE EXISTING PLANT CANOPY. ALL THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANTS, INCLUDING HEDGES AND GROUND COVER SHALL BE PLANTED PLANT BOARD SPECIFICATIONS,ABSOLUTELY TRUE TO IN INDIVIDUALLY DUG HOLES AND THE MATERIAL DUG FROM THE HOLES VARIETAL TYPE,AND FREE FROM WEEDS,FUNGUS,INSECTS SHALL THEN BE FURTHER MIXED WITH THE PREPARED SITE SOIL PRIOR AND DISEASE OF ANY KIND. TO BACKFILLING OF THE PLANTING HOLES AROUND THE ROOT BALLS. SUBSTITUTIONS NO ADDITIONAL BACKFILL SOIL SHALL BE USED. NO SUBSTITUTION OF PLANT 14ATERIAL TYPES OR SIZES WILL BE AN EXCEPTION ARE PLANTING PITS FOR CABBAGE PALMS, WHICH SHALL BE BACKFILLED WITH CLEAN NATIVE SAND ONLY. ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OF RECORD. CONTAINER GROWN REMOVE EXCESS MATERIAL TO PROVIDE PROPER FINISHED GRADE. MATERIAL WILL NOT BE ACCEPTED AS A SUBSTITUTE FOR B & B MATERIAL UNLESS PREVIOUSLY APPROVED. ALL PLANTING PITS AND PLANTING AREAS SHALL BE AMENDED WITH AGRODIAMONDS Q PER THE ATTACHED SCHEDULE. INTENDED SUBSTITUTIONS SHALL BE SPELLED OUT IN BID. MEASUREMENTS SHADE TREES: HEIGHT SHALL BE MEASURED FROM GROUND TO THE AVERAGE BRANCH HEIGHT OF CANOPY. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE INFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE POINT WHERE MATURE PLANT GROWTH STOPS. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENT AREA NOT TO INCLUDE ANY TERMINAL GROWTH. PALMS: CLEAR TRUNK SHALL BE MEASURED FROM THE GROUND AT THE TIME OF INSTALLATION TO THE POINT WHERE THE MATURE AGED TRUNK JOINS THE IMMATURE OR GREEN PORTION OF THE TRUNK OR HEAD. GREY WOOD (G.W.) - SHALL BE MEASURED FROM THE GROUND AT THE TIME OF INSTALLATION TO TOP OF THE HARDENED TRUNK. OVERALL HEIGHT (O.A.), SHALL BE MEASURED FROM THE GROUND AT THE TIME 0 INSTALLATION TO THE AVERAGE FROND HEIGHT, PALMS WITH MARRED OR BURNED TRUNKS WILL NOT BE ACCEPTED. PLANT MATERIALS TREES, PALMS, SHRUBS,GROUND COVERS: PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN THE DRAWINGS, NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I & 11, LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED OTHERWISE. ALL PLANTS SHALL BE NORMAL FOR THE VARIETY AND FLORIDA GRADE NUMBER 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. SPECIMEN MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL. TIGHTLY KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE REQUIREMENTS ARE OMITTED FROM THE PLANT LIST. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN HEALTHY GROWING CONDITION, AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. SHADE TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH SPROUTS CLEANLY REMOVED AND BRANCHING THIN BRANCHES BY 1/4 OF TOTAL M S. RETAIN THE NATURAL SHAPE 'F UNIFORMLY DISTRIBUTED. OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. SECURE BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE NO NAILS SHALL MINIMUM 3 (2" X 4") WOOD BRACES., BE DRIVEN INTO TREE. HEIGHT OF �� BATTENS SHALL BE LOCATED FOR REMOVE BURLAP FROM THE TOP 1/3 OF ADEQUATE BRACING OF TREE. THE ROOTBALL (ENGINEER'S DISCRETION). 5 (2" X 4" X 16") WOOD BATTENS. MINIMUM 3" MULCH 5 LAYERS OF BURLAP (SEE PLANTING NOTES). STEEL BAND ADD AGRIFORM TABLETS AS SPECIFIED, TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE BUILD 4-6" CONTINUOUS SAUCER AROUND THE FINISHED GRADE. THE TREE PIT TO HOLD THE WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON 2" X 4" X 24" STAKE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ._ FINISHED GRADE BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON - IT COMPACTED EARTH. - - SEE SPECIFICATIONS FOR BACKFILL MIXTURE. _- DIAMETER OF THE HOLE SHALL BE TWICE THE BALL. I -I I FII,L MATERIAL SHALL CONSIST OF AT LEAST _- DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLE SHALL BE 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. 2' LARGER THAN THE BALL DIAMETER. - - - - TREE CALIPER SHALL BE MEASURED AT 3 1/2: FEET ABOVE GRADE. TREE PLANTING (6" CALIPER & UP) N.T.S. FINISHED GRADE 3" MULCH SEE' PLANTING NOTES PALM TREE PLANTING N.T.S. DISI81® BY: 1WI DUV M By: EW sow OWD BY: GB am cwD 8T: APPROVED OT: DATE: FEBRUARY 2000 TRIM ONLY THOSE FRONDS WHICH HANG BELOW LEVEL OF TREE HEART. MINIMUM OF NINE 9) GOOD PALM FRONDS, TIE THE HEAD OF THE PALM WITH BURLAP TIE THE HEAD OF THE PALM WITH BURLAP STRIPS. LET STRIPS REMAIN FOR AT LEA T FIVE (5) MONTHS, BUT NO LONGER THAN TWELVE (12) MONTYYdi TRUNK DIAMETER SHALL BE CONSISTENT - WITHOUT ABRUPT CHANGES LOOSE SHEATHES, HOLES, OR CAJITIES. SECURE BATTENS W/2 3/4 " HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 5 (2" X 4" X 16") WOOD BATTENS. 5 LAYERS OF BURLAP TO WRAP TRUNK. STEEL BANDS (3/4"; H.C.S.) MINIMUM 3 (2" X 4") WOOD BRACES: TO REMAIN FOR AT LEAST 12 MONTHS. NAIL TO 2 X 4 STAKES (3). BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD WATER. FILL AROUND ROOTBALL WITH BACKFILL MIX. CMCamp Dresser & McKee Inc. GENERAL NOTES: 1. THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT AND SCOPE OF WORK REQUIRED. 2. THE PLANT UST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT MATERIALS. QUANTITIES HAVE BEEN PROVIDED TO THE CONTRACTOR AS A CONVENIENCE, THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY COUNT. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND PLANT UST, THE QUANTITIES ON THE DRAWINGS SHALL PREVAIL. 3. NO SUBSTITUTES ON VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. 4. PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. 5. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT OF RECORD. 6, ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. 7. ALL TREES MUST BE STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HRS OF PLANTING. STAKES TO REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER THAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF THE STAKES. 8. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT DIRECTION. 9. ALL SOD EDGES SHALL BE TRIMMED AS PER THE LANDSCAPE ARCHITECTS DIRECTION. 10. ALL SHRUBS, TREES, GROUNDCOVERS, SOD AND WILDFLOWER AREAS SHALL HAVE IMPROVED SOIL AS PER PLANTING SOIL NOTES. 11. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 12. SOAK PLANTS IMMEDIATELY WITH WATER FOLLOWING PLANTING. 13. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. 14. PAINT ALL CUTS & SCRAPES OVER 1/4" IN DIAMETER WITH AN APPROVED TREE PAINT. ALL COST FOR LABOR AND MATERIAL IS TO BE INCLUDED INTO THE PRICE OF THE TREE. 15. DO NOT BREAK ROOTBALL. 16. ALL PLANT SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. 17.THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE„ AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTANCE BY THE LANDSCAPE ARCHITECT. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. 18.7HE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY THE CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. 19.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF FINAL ACCEPTANCE THE ONE (1) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR IN THE DRAWINGS. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. 21. ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION AS WELL AS ALL COST FOR THE REMOVAL OF UNSUITABLE OR EXCESS BACKFILL MATERIAL SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK PRESENTED IN THIS PLAN SET. 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT SAID LANDSCAPING OBSCURES MOTORIST'S VISIBILITY OF ANY EXISTING SIGN(S). NOTE: DETAIL TO BE IMPLEMENTED IN AREAS WITH POOR DRAINAGE AS A PLANTING SUPPLEMENT. TWO TIMES BALL DIAMETER TOP OF ROOTBALL TO BE 2" ABOVE EXISTING GRADE FILTER CLOTH SAND - MIN. 12" DEPTH DRAIN ROCK PUNCH THROUGH HARD PAN TREE PITS WITH DRAIN N.Y.S. TOP OF BURLAP BALL SHALL BE AT LEAST 1/2 " ABOVE THE FINISHED GRADE. LINE SHRUBS AT ENGINEER tECTION. PRUNE ALL SHRUBS ACHIEVE A UNIFORM MASS. 'MOVE ANY CONTAINER THAT MAY BE AROUND )OTS. IF PLANT IS IN BURLAP,LEAVE BURLAP, PLACE WHEN PLANT IS INSTALLED. PLANT IS IN PLASTIC FABRIC, REMOVE FABRIC STALLATION. ' MULCH (SEE PLANTING NOTES). IILD 4-6" CONTINUOUS SAUCER AROUND THE EE PIT TO HOLD THE WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED SOIL. DIAMETER OF HOLE FOR BALLS 2' & GREATER SHALL BE 2' LARGER THAN DIAMETER OF BALL. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE THE BALL DIAMETER. FILL MATERIAL TO CONSIST OF 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. SEE SPEC'S FOR BACKFILL MIXTURE. C,WPIIR PI ANITIMr, N.T.S. g BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. PREPARED TOPSOIL TO MIN 10" DEPTH. 3" MIN. MULCH (SEE PLANTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED TO LET NOTHING CROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. PLANTING BED EDGE N.T.S. THIN BRANCHES BY 1/4 TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PROVIDE ONE (2" X 2") WOOD BRACE REMOVE BURLAP FROM THE TOP 1/3 0 THE ROOTBALL (LA DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). BURLAP BALL SHALL BE AT LEAST I ABOVE VE THE FINISHED GRADE. PAINT ALL CUTS, i" OR > IN SIZE, WITH APPROVED TREE PAINT. 2" X 4" X 24" STAKE ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF THE HOLE FOR THE BALL UP TO 2 SHALL BE TWICE THE BALL DIAMETER. DIAMETER OF THE HOLE FOR THE BALL 2' AND GREATER SHALL BE 2' LARGER THAN THE BALL DIAMETER. AGRODIAMONDS SCHEDULE TREES, SHRUBS & GROUNDCOVERS ROOTBALL PLANTING SOIL AgD AgD DIAMETER HOLE VOLUME WEIGHT VOLUME 4" 8"X4" 0.12 CF 0.15 OZ 1 ROUNDED TSP. 6" 12"x6" 0.4 CF 0.48 OZ 1 ROUNDED TSP. S. 16"x8" 0.93 OF 1.12 OZ 3 ROUNDED TSP. 10" 20"x10" 1,32 CF 2.2 OZ 1/4 R'D CUP 12" 24"X12" 1 3.14 CF 3.75 OZ 1/2 CUP IS, 30"x15" 6.14 CF 7.5 OZ 1 CUP 18" 36"x18" 10.6 OF 12.75 OZ 1 1/2 CUPS 24" 48"x24" 25.0 CF 30 OZ 1 3 3/4 CUPS 30" 60"X30" 49.0 CF 59 OZ 7 CUPS 36" 72"x36" 85.0 CF 10 0 12 3/4 CUPS APPLICATION RATES ARE CALCULATED AT A RATE OF 1.2 OZ PER CUBIC FOOT, OR 2 POUNDS PER CUBIC YARD OF SOIL VOLUME. TO DETERMINE THE AMOUNT OF AGRODIAMONDS REQUIRED. USE THE RECOMMENDED RATE OF 1.2 OZ PER CUBIC FOOT OR SELECT THE PLANTING HOLE SIZE CLOSEST TO THE THE SPECIFIC APPLICATION. TURF & WILDFLOWER AREAS TILL 10 TO 12 POUNDS PER 1000 SF INTO THE TOP 8 TO 10 INCHES OF SOIL. APPLICATION PROCEDURE: SPREAD 1/2 OF THE AGRODIAMONDS EVENLY THROUGHOT THE BOTTOM OF THE PLANTING HOLE MIX THE BALANCE EVENLY THROUGH THE BACKFILL WATERING SCHEDULE APPLICATION SCHEDULE PALM TREES 20 GAL/APPLICATION/PLANT LARGE TREES 30 GAL APPLICATION PLANT SMALL TREES 20 GAL APPLICATION PLANT LARGE SHRUBS 10 GAL APPLICATION PLANT SMALL SHRUBS 5 GAL APPLICATION PLANT GROUND 5 GAL APPLICATION PLANT APPLICATION AMOUNT MONTH 1 12 APPLICATIONS MONTH 2 12 APPLICATIONS MONTH 3 8 APPLICATIONS MONTH 4 8 APPLICATIONS MONTH 5 5 APPLICATIONS TOTAL: 45 APPLICATIONS ABBREVIATIONS: C.T.- CLEAR TRUNK Ht.- HEIGHT O.C.- ON CENTER Spr.- SPREAD SPREAD OF -1 THOROUGHLY R BACKFILL TO MINIMUM DEPTH ,. IL SHALL BE LOOSELY INCORPORATED INTO -PLANTING BEDSFOR • 1 COVERS AND PERENNIALS PERENNIALS SEE SPECIFICATIONS FOR BACKFILL/PLANIING SOIL MULCH 3" MIN. DEPTH (SEE PLANTING NOTES) ALTERNATE SPACING OF PLANTS TO INSURE FULL COVERAGE GROUNDCOVERS GROUNDCOVER. AND ROOTED CUTTINGS N.T.S. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. TREE TRUNK SHALL BE FREE OF ANY SCARS. USE 1/2 " DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE TO LASH WOOD BRACE TO TREE. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. BUILD 4 - 6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE PLANTING (2" CALIPER & BELOW) N.T.S. Thomas Lucdo & A,ssodab s, P.A. Laud Plaiming�dsaRpe ATY13Ttectu e vMe. #W-0000335 \oI 100 As ue 4. S41Ar PI, PL Pie , PZ 34"0 301-MV-1301, P".. WJ-447-130.9 GWMY L WAS, ASI A P601Ea NO. 6277.5406 RILE NAME: CSTPWE3 EMW �1, I IM+nn wmliftw I 1701 Sk%Oax1 AIA, Saga 301 Pao EAaA, R 3M3 T141 541.231.4301 UI NO.0.00000.20 T, 1 25 , -0,, 2 8 t 275'-0" � 12'-8" 12'-8" retaining wall w/ emergency sho er _� guard ail /ey * ash statio A------- ° " sidewall closure 2' high impact wall 24 x 28 ovej head door slope D — . _4_ ° TB5 --j wind wall typical see detail on sheet Ad see Al for extent of metallic conc flooring 0 in N �— — --- level floor 3 slope iI\ 0" o N slope N - --- tipping, floor (0) BZoI NOTE: N provide level bearing for all impact wall (push wall) panels at all points conc walk wind wall typical TB6 S 'I l /pe bollard e d details see detail B/CD-1 A o i O N /� 24 x 28 v / e head door O 00 p 12' high impact wall W' face of floor slab main building fl or plan North see site plan for contnuation of parking sidewall clos re -- p .� .scale 3/32"=1'-0" -- -- --- -- --- DESIGNED BY 4 SB DRAWN BY. -. - --- --- ----- SHEET CHK'D BY: —. CROSS CHK'D BY:. APPROVED BY: REV. NO. DATE DRWN CHKD REMARKS DATE: MARCH2aoo ,� Camp Dresser & McKee Inc. consulting 1701 State Road AIA, Suite 301 engineenng Vero Beach, FL 32963 - oonstwction Tel:561-2314301. operations License No. EB-00000-20 t ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA El rol john h. deati architect and Associates, P.A. A.I.A. 2223 10th Avenue; Vero Beach, Florida 32960 (561) 567-4907 Fax 569-3939 NOTE: TIPPING FLOOR ELEVATION 0 -0" - ARCHITECTURAL/STRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 CDM PROJECT NO. 6277-25409-074 FLOOR PLAN 11 JHD PROJECT NO. 98-700-1 EAST OF SHEET NO. MATCH LINE A-3 m 3 G w � l 5,-O" i ,I heavy line indicatesbaling floor below I� 21'-5v2' 21' 51 /2" extent of 2 hr rated wall • • heavy line indicates shop 12 6 ) upping floor below F �' UL905 face of retaining wall below extent of 2 hr raced wall below UL905 cat walk 0") down vl�2 -0" 5 -0 = o., 12, 0„ 29,i 4" ' 17 . _ lev. of Ill wall m 12'-0„ 8,. 29 -4 I 12' 0' W. 2 ' 0' 8 3'0"x 5'4" ` 1 o access door 1 1 viewing area A301 ObS ry non viewlhg area above � 16R o _ �o t'?� q office0 Oi dow o en 4J A20 Q i 28 r — 1 u 19R stair � 2 °� 3 t own metal roof T ' 16 hIC i�0„1 h/C 3 0 ,..m ____. ; 8" 12' 4" 4" 5.„ 8„ 11, 1,A„ 11 A,, ' 8„ 5' „ i4, 10., 8„ ib third floor plan(+ 111-4/1) North hoc E women men office office E 2'-s" A209 A21 ; scale 1/8"=1'-0" 197 sf (1 s stair) ; 24 extent of 2 8" see site plan for feat resin this rea A205 25 O R wall cover 31 a 13 O o 32 v! i `0 4" 3'-4" - 10' ,;4„ 9' 8" centered in wall q ?7 an. O 3 sec' q � m 10 ; A213 35 N a office a/c library A20 wkrm. d 6, o., 4" ~ 16"diam c of 21 22 A212 I Om . heavy line indicates colic cola i stg. a i FACE OF DROP WALL extent of 2 hr raced wall ___ I A21 1 36 34 UL905 20 38 fJ. m 1 hr rated hallwa s'-o" reinf cone stairs office 13 see note below 102 office m I = 0 - 0 eq 3 0° a -- 3 ;q, 1 � 41 40 ase cabinets w/ 00 0 oq TTTT426' 0" _ _ _.- _ _ _ _ _._ _._, Icabine above v� Up .glass block p el pass-Inwindow 0 91 office by eftig 2- in — i A i 15 rece tion conference V breakroom - A110 II' -� 6, 8„ 5. 4., p ! O1 21 A220 ao kitchen - O 1 5 4 stair 11 9 s _ 17a ' 0 3k5' MB Al 1 l R OD (no cooking) — 18'-4.' 4" 11 -4" � 4 ON 3'x5 fold -out,, i - - 11 0 3 00 fla OIeS co -------------------- marker board -- G �o F roofed e O 3' S TS ! colic walk r office -C q beam above 8 -C .n .y� �; .� i w I line 1st floor A109 °' o bre room �-°D 7 4 t 18 ., r X O h CA 112 base cabinets w/ wall cabt above xt 10'-0" 1 0" . _�. 5, „ 8., sink 14' 8" 8 4'-8' 8" b : 0. 0,. 2,A„ 4, 8„ 0 2, 8., 4,-8„ 4' 2" 4'-8" q g _. elect ref ~ _ A1o8 O furred out 6 w/ T .. ..' N � � 16" diam. rei € colic column dotted ........ metal studs & 3 4 roof edge shown drywall q °' hall 101 /� - _entry �, 59,„ ' - d( janitor 14 E O retaining wall `. 5'4 1 h/ M urinals w/ divider 5" 1 second floor 0 ) q ves storage 10 A102 6�_0^ screen beam above _ plan scale 1/8"=1'-0" 3683 sf (less stair) A10 - ea o q 10"x 6'- " bench 11 8 ea dou le lockers ves in 103 ; on base / sloped t p . i P_0 „ 8" 5' 4 8" 12'-0" 1 7' �„ _ 1200 ry , 10"x 4'-0" bench wome5n h cl m IWx 6'- bench A10 • `r — - shower curtain rod 4 d bl t ke 8" 4' 4,11 4" 0" u a oc rs rA on base w/ sloped top m 10"x 4'-0" bench 31,-G' shower curtain rod. - 28'-10" 10.41 I retaining wall I first r 1a\ n -1 floor 3 F) rth scale 1/8"=1'-A" 2240 sf (including stair) DESIGNEDBY: __ �� ,�" � � �1 DRAWNBY. __ �r, _ ` °�" Camp Dresser &. McKee Inc. ST LUCIE C-tOY, NT Y D SHEET CHWD BY'. I LUCIE COUNTY, 1 , F�.(i 6�%A consulting ' 1701 State Road AIA, Suite 301 cRoss cHx o BY _ _.___ ongineedng Vero Beach, FL 32963 ' APPROVED BY: _ _ ccnsbucNOn Tel: %1-231-4301 .. operatlans ST LUCIE COUNTY BALING FAILITY NO. DATE DRWN CHKD REMARKS DATE: MARCHz000 _ _ License No. EB-00000-20 2'-0' 41 --- 3 -4 3 -4 XorI 8" 2' ' 1 1I'A" retaining wall 21'-5 1/2" glass block panel 1 0 N h/c metal roof over 1st floor I 0 O 18 x 20 overhead door O see site plan for features in this area NOTE: TIPPING FLOOR ELEVATION 0'-0" - ARCHITECTURAL/STRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 e hills dean CDM PROJECT NO. 6277-26409-074 John JHD PROJECT NO. 98-700-1 and Associates, P.A. A_IA. C ADMINISTRATION SHEET NO. 2223 10th Avenue, Vero Beach, Florida 32960 1 /8" PLANS (561) 567-4907 Fax 569-3939 As= 5 �i n n 10 11 12 i 1 i i i i i r 0 " downspouts r into 11 oles 6" downspout into 4 agP Sp wind walls reinf. concrete seeplans:/ detail this sheet U/G drainage system see spec U/G drainage system @ ea column unless in this location otherwise noted typical North orth Elevation ty'1Cal roof vent units by Mech scale I/16"=V-0" r—i 2:12 slope immal 1 1/2" bot-dippcd steelII f rnn � !A 1 AIDiiiiiallilli handrail w/ 1/2" rcraln�gwall U/G othe- trinslucent roof panels s roof plan e retaining wall-_ Ilf profile of Ist-fl-oor 4" downspouts into U/G drainage system @ ea column unless otherwise noted t5 I6 I I i I bollards see detail on sheet CD-2 6" downspout into U/G drainage system in this location typical isBs \:-ice M�� low �� bollards see detail on she t B/CD-2 see der i p191 5'-0" x 8'-0" louver ooutn uevation / 1 1/2" hot -dipped steel pipe see mech plans H-2,4 handrail w/ 1/2" balusters e 1/16"=1'-0" 4° downspouts into max past spacing 6' U/G drainage system see detail D/AIO @ ea column unless nrherwic' nnrr.i DESIGNED BY: JD - ' ---- DRAM BY: SB @ ��pp CID - Camp Dresser & McKee SHEET CHK'D BY: CROSS CHK'D BY: ewnsu#ing 1701 State Road AIA, Suite 301 engineering Vero Beach, FL 32963 _ .--------.--_—_-- — APPROVED BY: won Tel:561-231-4301 REV. NO. DATE DRWN CHKD REMARKS DATE: MARCH2O00 OperBUPrls License No. EB-00000-20 Inc ST LUCIE COUNTY ST LUCIE COUNTY, FLOHIDA ST LUCIE COUNTY BALING F 25'-0" 8" conc wall w/ #4 each way centered in wall. 21" lap w/ footing dowels o reinfconc ie M reinf. concrete wind walls we plans / detail this sheet 0 0 oI � 12" x 4'0" wide footing w/ 445 cunt @ bottom & #4 @ 12" bottom short way Typical Wind Wall Detail NOTE: TIPPING FLOOR ELEVATION 0'-0"-ARCHITECTURAUSTRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 000945 CDM PROJECT NO. 6277-26409-074 JHD PROJECT NO. 98-700-1 EXTERIOR SHEET NO. ELEVATIONS Aw,6 I1 --- � underside of � louvers 2hr CMU shall extend to un �r of gable �\ lower roof or higher. rcmaind' metal lath e n e st CDX f el backed see specs end can then be stucco on felt -backed plywood @ A11 gable ends flashing by metal roof supplier V stucco set in stucco regle[ typical C A17 I exp omts typical stucco stucco _- B A ------ _ ---- -- — / � Al 1 A11 i baling st cture structure 11 All \ conc retainingall ! refer to site pn wacccordion style st rm shutters typical gals steel pipe rdrail g gua-.- _ -- -. - --....__ _.._ ._....._ _ _. ._ _. _.._ _...._._ ._ ._ _. :_ ._ _ _ _ _ .. d 0'-0' retaining wall stucco north elevation L--__ _- ------ -- --- -- scale 1/8", j '_0" profile of 1st floor see de -s'I /A17 -- - _-- cl fl ucco - see derail C/A17 - -- -- -- -- -- flashing by m tal roof sup ' r -1--- ---- P 1 • tYP ser in s[ cco et typical j%+ ex of [S t stucco _-_--__—___ V steel pipe stucco! l stucco +� - - --- rdrail 25'-0' 30' 0" stucco 2nd floor line -- - - _ _._ . _ _. _ ._ _ - - - - - - - - - - - - - - floor / o ofile of pa io m other sid--------- -- ---- --- _----- _ __ clg --- -- - - - - - - - -- —_ - - - -- - - -- - stucco finish floor line - -- - — 't r inin walls [9' coce - �- g / f acccordion style storm shutters typical cone walk - approximate - s cco ! / y 6n grade line cone retaining ally o see plan and stru rural R g ng - dra In a joit is typical `C see plans and s ctural x _ e " _ _ -_ _ o � � �� con auction ' int drawings - I :❑� 0.N' Floor east elevation -_ aPPr 8"x8" glass block 55'-0' 1 C). West elevation „ gra it end of II vat scale 1/8"=1'-0 i e ................... . _ _.-_..._. _ . scale 1/8„=1,- 0„ 4" conc slab ; , 6„ l i ii 6" p�con plank -------- Wall . retaining #5 x 3 -0 @ 1 - - bent into topping i 'I w! 2" cone topping 14 remf cone. wall 2 #5 cunt a � 12 reinf cone. wall dowel footing remf - hollow care supplier note: t t edge of main bldg slab g + indicates, dditional 3K load #5 cont „ it #5 C°� 9" 4" slab on grade w( into retaining wall �h �i 6 x 6- wt.4 x 1.4 #3 x 2' x 2' @ 18" - : #5x3-0 @1G' - : reinf conc. stairs 2I B-1 _----- bent into cot w! matching wee 2TB 2 be I III HiM if& conc in pla a. «i (19 lap) conc retaining wall see I 1'-0" 5" structural dwgs TE-1 _ ---- ------------- t i ? #6 @ 9" o „ ---- - i 41 - - • .. .----- "i ; ! stairway i elev (3 0 i BB C-� ; �- ; N O bar FI N I N 2 EJ i : — t AA CIO TS-1 IFATH si tb:TS-I ... TS-1 = TE-1 indicates } ; ; ;l I I I :. i A 8" wide x 12" min : m, , G HC-r w , : i 1 ex t 20' wide - I i- r** t /2# O = t thickened slabr__ I .. ... deep w ick 5 coot 2TB 1 ,! I , ---;---------- J i - - f--------- 1 r,' I 0 2 #4 @ 16" BeamSchedule TT CE ; dowel footi I reinf �•; i 0D M Note: 'I j I i m m see structural drawings ; b TS-i o N O and M bar details '; l into retaining wall Jor N �, I flr slab -13 typical 1 FFi o #6 @ 9" I I ` I ; I _ •�_ l - top of co� @ I I - f i : i elev -2'-5 1/4 �.,..... ._. . __... ...... �..w.� I TS-1 indicates caU 4'-10" 1'-2" 12'-6„ I TS-1 i 1 i i top of oang 2" wide x 12" ;nin TS-1 :,-.-::r:::e";:--:::::w::. ........ _....."y EE 2TB 1 i i x EE d i_ - tyP• r deep thickened slab ;.. 4 @ 9" M bar N :. 2TB 3 _ J # I I '----........ - .. I ii s wl 2# 5 coot 1 .. CCr r i I • dowel footing reinf ' 4 12 TS 1 ; l__ g 2TB- -1 2'-6" i I r ::. = O! retaining 2 i i EE i into eta' 'ng wall i TB-3 , t I t 1 1 L-6" HC-7 L��. HC�7 Retaininga section A7 . j I retaining wall below m ' A7 I I CONCRETE MASONRY UNIT REINFORCING NOTES: O I I___ _ top offoo 'ng i____ __ _; filled CMU cells f -" -- S ; w/ rebar typical i 1 Exterior Walls - 8 CMU laid in running bond w/ #5 rebar vertical in grouted cells @ t 4' 4" J o verticalspacing.an ea st ro a type reinf. c and at all jambs. d 'de of 1 joints. Provide 4ga. ladder I t I 16i diam conc col ; elev 0' 0" A InteGior/c%Lverica " ' TS-i f :O w/ 6 x 6 verticals & E top of slab A7 2TB-1 ails - 8" CMU laid in running bond w/ #5 rebar vertical in grouted cells i - i #3 ties @ 12" to of v 0'-0" t - " vertical at all jambs all joints. Provide 9 ga. ladder type reinf. P ; 4„ elev at G 0" /C vert� 1 spacingLILLIA . id o , footing @ elev -2'-0" slab on grade to of topping' s and ea s f , filled CMU cells i P I w/WWF6x6-W 1.4xW 1.4 i�first/ Hflo d AA I I _ � w/ rebar typical i III gll e fir•, top of i t ,- ---; I I I? �� or w i Footing c e ul I i i I i TS, 1 f i i N 1 ' t EE I 2TB-3 Mark W x L x I Reinforcin i 8"CMU typical a i t----#5 @ 16' CC 5 @ 16"2'-0 x cont. x 1 -0 2 #5 bott AA i C : dowel footing reinf -------------- ------------• C ' i into retainin wall t ... — r TE 1------ g BB 3' 0" x coot. x 1-0" 3 #5 bolt , _ I t-------------------------- ---- ----------------------------i - retaining wall ♦ r H H Si1T1 ` ~`ti ' -- -- -- -top -f wall --•------------------------------------------- -- -- ----- #5 @ --- } -- w/ WWF 6 G- 4'slabon ade 4'-0" x coot. x 1 -0" 4 #5 bott, #4 @ 18" o.c. CC h \, W1.4xW1.4 b transverse ott t ----- -- --- „ ------ --------- ! '-------- --------- -- --- -- - retaining wall D 3'-0" x 3'-0" x, 1'-0 ' 4 #4 bott each way first floor foundation plan( 13) � beam no. elev. of top of beam size WxH reinforcing closed hoop size & spacing remarks bott. top c e RTB-1 20'-4" 8 x 16 2 #5 2 #5 - - - - RTB-2 VARIES 8 x 12 min. 2 #5 2 #5 - - - raked beam RTB-3 15'-1 7/8" 8 x 13 718 2 #5 2 #5 - - - - RTB-4 12'-8' 8 x 32 2 #5 2 #5 - - - raked beam2 pours # EF er our RTB-5 11'-0" 8 x 16 2 #5 2 #5 - - - - RTB-6 9'-10 5/8" 8 x 14 5/8 2 #5 2 #5 - - - - RTB-7 8'-9 3/4" 8 x 17 3/4 2 #5 2 #5 - - - - 3B-1 11'-4" 8 x 16 2 #7 2 #5 - - #3 @ 6" - 3B-2 1 F-4" 12 x 16 2 #7 2 #5 - - #3 @ 6" - 313-3 11'-4" 8 x 16 2 #7 2 #5 - - #3 @ 6" - 3TB-1 11'-4" 8 x 16 2 #5 2 #5 - - - - 2B-1 -0'-8" 8 x 16 2 #5 2 #5 - - #3 @ 6" - 2B-2 -0'-8" 8 x 16 2 #6 2 #5 - - #3 @ 6" - 2B-3 4-8" 8 x 24 2 #7 2 #5 - - #3 @ 10" - 2B-4 4-8" 12 x 16 2 #5 2 #5 - - #3 @ 6" " - 2B-5 4-8" 8 x 20 2 #7 2 #5 - - #3 @ 8" extend one top ar 2TB-1 4-8" 8 x 16 2 #5 2 #5 - - - - 2TB-2 4-8" 8 x 16 2 #5 2 #5 - - - add'l #5 EF 2TB-3 -2'-4" 8 x 16 2 #5 2 #5 - - - - 2TB-4 -3'-6 1/2" 8 x 17 1/2 2 #5 2 #5 - - - - top of footing I scale 1/8"-1'-o second oor foundation lan (0') North H 0 4'-0" x 4'-0 x ll1'-0' 6 #4 bott each way NOTE: TIPPING FLOOR ELEVATION scale 1/8"-1'-0 5-0 " x 5-0 " x I -0 ' % #4 bott each way 0'-0"-ARCHITECTURAUSTRUCTURAL F 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 _-.. --- —. -- --- DESIGNED BY. JD _ "' ----- DRAWN BY: SS _ ,� ; 1 Camp Dresser McKee Inc. ST LU OU COUNTY ------------- SHEET CHKIDBr ST LUCIE COUNTY, FLORIDA -- cons 1701 State Road AIA, Suite 301 CROSS CHK'D BY: ofyins+aring Vero Beach, FL 32963 - $B A APPROVED BY: MRCH2000 C ,e atlor+s License No EB-00000-20 REV. NO. DATE DRWN CHKD REMARKS DATE: __ '7 CDM PROJECT NO. 6277-25409-074 ION JHDPROJECTNO. 98-700-7 ADMINISTRA I EXTERIOR ELEV SHEET NO. & FOUNDATIONSAissiI7 I metal roofing by MBM rake trim by MBM a a y 0 Fq 0 o L y '� a E E~ � b E E girt area o N .y N u o c b conc column base � I Section scale 1/4"=1'-0" IREV. NO. I DATE ! DAWN I CHKD ,' I metal siding N K ` louver M 00 translucent panel louver m ;r metal siding soffit of metal siding trim ea end by metal building manufacturer (MBM) 0 downspout into U/G drainage syst closure between exterior paneling & cor c push walls approx finish grade gutters & downspouts 6y MBM �_ 2hr CMU/cone wall shall extend to underside of roof sheathing. \ metal siding 2hr GM shall extend to underside of lower roo or higher. remainder of gable f end can then be stucco on felt -backed �01 louver j metal lad. on 3/4" CDX plywood @ gable m f ends 3/4" to o expo ed s E d cent roc purlin area girt area i I � I i bldg frame f bldg frame I� 0 louver f i metal siding closure by MBM metal siding closure cope around structure 5.12 slope typical Note: this closure shall be installed at all locations where push walls occur throughout the building 0 0 0 bldg frame push wall s e str ttjral 1" slope to, /J purlin area outside thickened slab edge see structural 5:12 slope typica� col footing` see structural Section scale 1/4"=1'-0" metal siding by MBM cut to roof profile _.--- girts 2x6 steel tube galvanized push wall standing seam metal roofs g follows profile of roof field weld to purlin clean & rouch-up wl zinc 00 rich primer & paint end wall columns _ support angle see structural plywood sheathing fac of foundation/girt I r2- columns see structural pre-crivancerod trusses 3/4" stucco- 8' CMU thicke ed slab edge see structural Section A A9 scale 1/4"=1'-0" M DESIGNED BY: JD ' '"..1..� �{ DRAWNBY: 9B Camp Dresser &McKee Inc. --__ SHEET CHK'D BY: consulting 1701 State Road AIA, Suite 301 OROSSOHWDBr engineann9 Vero Beach, FL 32963 APPROVED BY: COl73truLMbn Tel: 561-231-4301 REMARKS DATE: . MARCH 2O00 operatlons License No. EB-00000-20 translucent panel in cope around structure I 5:12 slope typical rn 6" x 6" x 8" angle �r metal siding welded to col, and to 5" x 8" embed plate cast I into top of impact wall _ panels see structural soffit of metal siding It metal fraing ---- trim ea end by & 5/8" dry all metal building push wall see structural manufacturer (MBM) o bldg frame Interior W Its - 8" CMU laid in o running bond w/ #5 rebar vertical in grouted cells oat 6 4' o/c and at all jambs and 3 x 3 stl angle ea side of wall joints. Provide 9-- w/hooked anchor ga. ladder type reinf. at 16" o/c poured into base of vertical spa ing. push wall - weld to plate embeded in conc I mn co u base conc. see structural n00000000 0 OOC 1" slope to outside _— _._ IIII=IIII=11 ! ,) precast recast conc I=IAI=IIII=IIII Flank w/2"conc ` col footing topping see structural downspout into U/G drainage syst see structural parking lot paving see site plan IIII=IIII III!=llil=- _ I IIIL-IIII-�I!II-111' '= 11=_ tLI -- I II I1=IIII=IIII-+ 'll !ILI=IIII IIII- IIII=111� III!=IIII- II ''Ii—IIII li!i-=11� I �111=IIII=IIII= I Section rc.4 scaled/4„_1,-0„ n ST LUCIE COUNTY ST LUCIE COUNTY, FLOI WA V x _ • �C r' s gutters & downspouts by MBM bot of this sheet R30 bat r insula typical kpport mesh ne i ting as typical �. susp acoust clg 2 hr rated CMU walls see plans for extent upper viewing A301 00 wall mid metal railing & stai s handrail v conc slab see struct. susp acoust cig ^I o viewing A207 0 purlin/girt area 3/4"stucco girt area viewing window bldg frame heavy line indicates boundary of 2hr fire rating bldg frame see structural baling floor line see foundation plan ' I" col footing see structural Section L scale 3/8"=1'-0" A NOTE: TIPPING FLOOR ELEVATION 0'-0"-ARCHITECTURAUSTRUCTURAL 3R.On' - CMI lMFCHANiCAL John H. Dean, Architect FL Lic # AR 0009457 CDM PROJECT NO. 6277-26409-074 JHD PROJECT NO. 98-700-1 ALL SECTIONS SHEET NO. 15 14 13 OUTSIDE STAIR @ T134 INSIDE STAIR @ CAT WALK stair elevation A scale 1/4"=1'-0" �10 DESIGNED BY. JD DRAWN BY. SB SHEET CHK'D BY: _ CROSS CHK'D BY: _ APPROVED BY: _ DATE. MARCH 2O00 stair elevation B scale 1/4"=1'-0" 1 O CDMCamp Dresser & McKee Inc. ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA mnsuHing 1701 State Road AIA, Suite 301 engineering Ter:561-2,FL 4301 3 ST LUCIE COUNTY BALING FACILITY construcrron Te1:561-231-4301 operations License No. EB-00000-20 12 john h. dean architect and Associates, P.A. A.I.A. 2223 10th Avenue, Vero Beach, Florida 32960 (561) 567-4907 Fax 569-3939 1 1/2" galy, steel railing i i ire ,._i.. -'--' c. A,. - ------��----- ad grating sive nosing NOTE: TIPPING FLOOR ELEVATION 0'-0" -ARCHITECTURAL/STRUCTURAL 38.00' - CIVIL /MECHANICAL ohn H. Architect FL Lic # AR 0009457 CDM PROJECT NO. 6277-25409-074 JHD PROJECT NO. 98-700-1 REV. NO. I DATE I DRWN I CHKD REMARKS WALL SECTIONS & DETAILS SHEET NO A,,,,,,iii1 0 metal standirng seam / standing seam metal roofin 12 roofmgw/ matching drip & associated trim R30 bats ' sulatin , typical pport exxcce/ 1 5 et illslopes eppt entry areas flashing by Metal Roof Manuf. esh tting as I equir _ r-engmeere usses ` finish wood fascia and p i set in stucco reglet typical sub -drip painted pre-engineered trusses see framing plan for tiedowns D M1 o - cut 2x subfiscia 3/4" stucco extend CMU walls all around stair to aluminum soffit CMU painted susp acoustelg 8''-4' 1 1/2" gale steel pipe railing 8 CMU wall w/ foam insulation pa i/2" st«I balusters underside of roof sheathing 16'-0' painted 3/4" stucco over CMU 2' 0„ flashing by roofing eontt 2 z 8 PT blocking wit= 2x12 rafters C� 12"o/c over stair wit stucco reglet 29 (2) -1/4' diam tapcons -4 \� see roof framing plan nail sheathing to tapcons q_ standing seam -- Roof Edge Detail D D g colic metal roofing beyond scale 3/ „= V-0 A l l l 2' 0 R wall shall extend re -en ineer es as Mown K r —� -_,_ edge trim for floorin -- l , smooth! edge of cone flat slab 12 j i 7:12 slope typical all slopes 7 // 1 2'-0" susp a ust clg c 5 8 drywall on lrwt sus acoust ell; 2 layers 5/8" `- tyP p ' / I Exterior Walls - s" CMU aid ___ metal framing bot @ 8'-10" firecode drywall �\ except entry areas re -en ineer d trusses I ut running bond w/ #5 re M -Ori 3 5/8" It Wt /¢ g susp acoust c g reinf co c slab & metal framing 2x8 outlooker to match \ / vertical in grouted cells 1; drywall Cl painted I o e beams ee struct where trusses are ' / at 4'-0" o/c and at all jam .0 _ YK $ P remaining framing andea side of wall joints. �i '^ not used - steel concrete pan type m wall sconce on Provide 9 ga. ladder type -� `d' o Q Wall SCOriCO reinf. at 16" o/c vertical start w/ steel channel �- far wall b ceding line I It metal framing P g. StlirigeCS painted / oy — p o s ac n CMU ainted CMU ext walls w/ foame i insulation alu um soffit typical C& U painted " s closed risers � drywall painted 3/4'stucco — — — glass block I uminu soffit p - •—•-----— -- —._. ._._. o Interior Walls 8" CMU 16'-6' see detail K/ 15 c\ _ laid in running bond w/ #5 c� rebar vernal in grouted cells 6" precast cone all corridor walls HC w/ 2" reinf cone beam atG-0" o/c and at all jambs , , - 16" diam cone column and ea side of wall joints: i plank w/ 2" cone xtend to under- topping & slab see structural m Provide 9 ga. ladder type topping Side of cone deck " colic walk reinf. at 16" o/c vertical spacing. y. CMU painted , , —, .. 4„ —— N 4" base ted BuildingSection e typical _.� - CMU pain----_ m _ N scale 1/4"-1' 0" 1 1 J 12 reinf. cone stair 5 typical all slopes see foundation plan except entry areas 1 -11 - Building Section A tucco scale 1/4"-1' 0" 11 2x8 top chord des n trusses so as to provide no b members within � crossh the area 4ceess oor attic space //fro vi g 1 see too ruing plan for horizont eittent of clear area truss ehu idill unit f 100 pre-engineered - 3''0' sec ech iral I � R30 hart insularn I I typical support mesh netting as req ired / typical conventional framing �. 1 I •.1 d,nl in ,r „1 � floor line of viewing room beyond j J D wrap drywall metal stud partition load bearing 6"metal stud Oil jambs/ head I ceding line typical All I cl of office wall beyoi d w/ 5/8 drywall ea side partition w/ 5/8 drywall ea side typical typical m. i bN Istucco - III breakroom office 0 IE tl 11 20 A218 L re tion conference I - - pre -engine( red it O1 A221 - ' � 4" reinf cone slab � precast HC colic plank g" CMU cone. beam sliding glass pass-thru window w/ 2" cone topping — --- w/alum. frame, 1/4" temp glass drywall clg 3' x 8" x 1 1/2" plan lam shelf window unit shall be C.R.Laurence retaining wall pilaster Model #D 1041A or equal see structural see plan Building; Section B scale 1 /4„- i,-0„ A l l C f NOTE: TIPPING FLOOR ELEVATION women AlOt Amen 103 j 0'-0" -ARCHITECTURAL/STRUCTURAL 38.00' -CIVIL /MECHANICAL p see foundation plan John H. Dean, Architect FL Lic # AR 0009457 REV. NO. I DATE I DRWN I CHKD DESIGNED BY: —T �� _ DRAWN. BY. sit SHEET CHKoBY: CROSS CHK'o BY: APPROVED BY DATE: MARCH 2O00 l 1 . at , I ' Camp Dresser & McKee Inc. consulting 1701 State Road AIA, Suite 301 engineering Vero Beach; FL 32963 n0mctlon Tel:561-231-4301ST operat/ons License No. EB-00000-20 ST LUCIE COUNTY iT LUCIE COUNTY, FLORA A LUCIE COUNTY BALING FACILITY REMARKS �11 I x 2 wood trim all around 3/4" stucco similar painted 8x8x4 CDM PROJECT NO. 6277-25409.074 JHD PROJECT NO. 98-700-1 ADMINISTRATION SHEET NO. BUILDING SECTION I I metal too typical translucei REV. NO. I�1I ORW= DESIGNED BY: JD DRAMBY: SB SHEET CHK'D BY: cRosscHK'Dev __ ___._,_ APPROVED Sr. DATE: MARCH 2O00 � W consulting - ! engineering consHucBon operat/ons Camp .Dresser & McKee Inc. 1701 State Road A IA, Suite 301 Vero Beach, FL 32963 Tel: 561-231-4301 License No. EM0000-20 -' REMARKS ST LUCIE COUNT' ST LUCIE COUNTY, FLORIDA FACILITYS-)T LUCIE COUNTY BALING Partial 1st Floor Roof Plan North scale 1(16"=1'-Q" NOTE: TIPPING FLOOR ELEVATION 0'-0" - ARCHITECTURAL/STRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 CDM PROJECT NO, 6277-25409-074 JHD PROJECT NO. 98-700.1 ROOF PLAN LAN SHEET NO. electrical/Comm outlet -� exit sign M n1nLI mm •I _y m 0 grab bar @ rear of water closer Typical Mounti scale 1/4'=1'-0" thermostats, switches and door knobs fue gong /strobe fire extinguisher cabinet (FEC) electric ware cooler (ELC — 4 � in. M to spout in mirror mm a _y x M ry :.. Ml. grab bar @.side front view of water closet of lavatory Note: The above details are for the convenience of contractors only and are not to supplant or conflict with any local, state or federal codes, laws or regulations. All mounting heights must conform to the Florida Accessibility Code, dieStandard Building Code, and HeightS Life Safety Code. fluc rescent lights in soffit w/ i gg crate diffuser wallcovering T drywall painted wallcovering o ' i n Ic MEN A2o9 gl ed rile floor &base pilaster CMU painted � x R - V CMU painted 8 double lockers (16 total lockers) with sloped tops 5'-2" MEN QD glazed tile floor & base glazed tile floor &base base to be recessed 1" inside fixed berm sinks w/ mirrors above - actual lockerdimension CMU painted 0 H 0 7 Z__ —nz CMU painted ■ CMU painted WOMEN A105 shower rod curtain C I U painted 1 sinks w/ mirrors above 4 double lockers .(8 total lockers) with sloped tops glazed tile floor & base fixed I ench Shower glazed tile floor &base folding H/C shower bench base to be recessed 1" inside actual lockerdimension at drywall painted drywall painted drywall o 4 painted drywall sink �? painted drywall painted drywall re ig. ao BREAKROOM AII2 painted drywall ------------ q sink 00 in refng 0 2'-8 clear! ih KITCHENETTE A219 REV, NO, I DATE I DRWN I CHKD % e — WN o — — — — — — — 4" backsplash — — — — IT — — — n typical LIBRARY WKRM. A212 9'-4" '— DESIGNED BY: '— DRAWN BY: SB SHEET CHK'D BY: CROSS CHK'D BY APPROVED BY:. REMARKS DATE: MARCH 2ODO Camp Dresser & McKee Inc. carnsuldng ' 1701 State Road AIA, Suite 301 OrOwrhrg Vero Beach, FL 32963 Wne> I Teh 561-231-4301 License No. EB-00000-2o luorescent lights in soffit r/ egg crate diffusor drywall painted glazed tile floor & base G „ - JAN. A213 janitor floor sink tile full hgt shower H/C shower CMU painted jan. (ED janitor floor sink Idrywall painted 5/8 drywall on It wt mtl framing typical T-O" 4' fluorescent fixts b alum eggcrate 1/2x 1/2 x 1/2 9'-0" flush w/ wingwall 2'-8" 5/8 drywall on T4" 3/4" PT furring @ 16" o/c on CMU mirror Soffit Detail A 3/4"=1'-0" A 13 4 1 1/2" steel pipe railing painted CB --- --- -- ------- -- ------ ------- -i - - - ---- — - -. L 4 access door to attic space from viewing A301 3'-0. painted CB 2' 8.. steel concrete pan type painted CB stair w/ steel Chanel stringers painted closed risers o li ST LUCIE COUNTY S T LUCIE COUNTY, FLOPI 'A W X % north elevation of viewingB scale 1/4"=1_'-0" Al NOTE: TIPPING FLOOR ELEVATION 0'-0"-ARCHITECTURAUSTRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 CDM PROJECT NO. 8277-25409-074 JHD PROJECT NO. 98-700-1 INTERIOR SHEET NO. ELEVATIONS A-1 3 Roor Finish Schedule Door Schedule le Floors Walls : Ceilin s ,o c o a U 0OCza0 � X —O E tmQp CL es Ew>I.E'71 O N N v' A1011 HALL A102 VESTIBULE A103 MEN A104 VESTIBULE A105 WOMEN A106 STORAGE A107 JANITOR A108 A/C Al09 OFFICE A110 OFFICE O z Al 11 NOT USED Q Al 12 BREAKROOM cA z A201 RECEPTION O A202 HALL A2031 OFFICE A204 OFFICE Z A205 OFFICE Q A206 OFFICE A207 VIEWING A208 WOMEN A209 MEN A210 A/C A211 STORAGE A212 LIBRARY/WKRM A213 JANITOR A214 COMPUTER A215 STORAGE A216 OFFICE A217 SECRETARY A218 OFFICE CONFERENCE UPPER VIEWING Room Name "I LINE 0■■ [I■■ ONE ■■UMMENEUMUMI®® : ■■❑■■■■■ ■■■ ■■■❑■■■■ NOISE ■I■■ U F 213 Ceilings BALE PICK-UP- iommmmmomoomoinommo br% Le ONE ENOOOON0INEOO1 ME 0NOOONO000OOMNEO1 ME- MCC CONTROL rImmommoommoommomc Mi; CONVEYOR PIT illoommommor3mcloommo ME EINNEENNomr3orliommon ME Il�� Ili Ili Trim Notes N N Cis to oA 8" CMU precast cone 9'-0" lintel or CMU lintel w color block 3/4" stucco w color L blocking as O required caulking �—a aluminum window drywal frame caulking 1/4" glass tempered and tinted WINDOW HEAD 1/4" glass tempered/4 nted aluminum mullion — • 9' 0" O 9'-0" 0 see shower finish notes need to s O 9,-0" 0 9'-0"0. see shower finish notes need to s 9'-0'' 91-0" Q0 9'-01,40floor tra sition 91 0„ 9'-0" -0" 9'-0" 9'-01, VCT in ntry, 9`-0" MEESE N�f■ ■■❑ �.aper note OMMININE ■■�❑■■■__ ■■�0■■■ ■■�■❑■■ ■■�0■■■— ■■MMIN ■■■: ■■IEZ110 ■■■■— 9, 0" see sched. 1 6'-' 3'-0„ ram•--' gl 1/4" ' temp. Oaluminum O aluminum O hollow metal alum store front O hollow metal DOOR FRAME TYPES G' 0" W 1 S slider (3 regd) v 2" �— /fd xed 4'-8" slider =®®wm® extend to +12' extend to +12' stop 1/4" glass tempered WINDOW MULLION and tinted caulking aluminum window cultured frame marble si caulking typical blocking as _ required 3/4" stucco 4. 0 cone sill 8" CMU 5/8" drywall over 3/4 PT f wood furring @ 16" o.c. caulk 5/8" drywall over 3/4" PT wood furring @ 16" o.c. HEAD SIMILAR finish floor N — Ohollow metal O hollow metal 01311 �2>OD3Or opc atn operate OVERHEAD DOOR TYPES ll4" �. tempered) HM tinted fram glass typ. r4 anod. aluminum 1/4" tempered glass `? b' 1/4" tempered gl ss HM m finish floor N frame TYPES 1/4" tempered glass ^1 DESIGNED BY. JD ' ------ -- DRAWN BY: Camp Dresser & McKee Inc. ___ SHEET CHKV BY: ._ consuhing 1701 State Road AIA, Suite 301- CROSS CHK•D BY: _ -----._... englneann9 ( Vero Beach, FL 32963 APPROVED BY: Tel: 561-231-4301 REMARKS DATE: MARCH 2O00 _ License No; EB-00000-20 weras+xx x�c.wmxrasmnma� ,.�"::�,r,�a,;,� frame LOWER TYPES el 2' / � lV 0 1/4" tempered glass N finish floor ST LUCIE COUNTY CT LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY Doors Frames Het Symbol Rm No. Typ idth Height Thickness Material Finish Glass Ta ee Mat'l Rtg Drou Notes I A101 A 0" 6'-8" 13/ 4" AL ANOD tem / tint 4 AL 2 F/A15 2 A111 C -0" 6-8" 13/4" HM PNT 3 HM 3 D/A15 3 B101 B1 -0" 6'-8" 13/4" HM PINT temp 5 HM 11/2 21 D/A15 4 A110 E -0" 6-8" 13/4" WD CF 5 HM 20 M 23 C/A15 5 Alll E '-0" 6'-8" 13/4" WD CF 3 HM I 1 HR 4 B/A15 6 A112 b -0" 6'-8" 13/4" WD CF temp 3 HM 20 M 17 C/A15 7 A109 E' 0" 6'-8" 13/4" WD CF 3 HM 20 M 23 C/A15 8 A108 E R 3'-0" 6'-8" 13/4" WD CF 2 HM 20 M 10 B/A15 9 A107 E -0" 6'-8" 13/4" WD CF 3 HM 20 M 11 B/A15 10 A106 E 0" 6'-8" 13/4" WD' CF 4 HM 20 M 12 B/A15 11 A104 E '-0" 6'-8" 13/4" WID CF 20M. 25 B/A15 12 A105 E '-0" 6'-8" 13/4" WD' CF 20 M 25 B/A15 13 A103 E '-0" 6'-8" 13/4" WD CF 20 M 25 B/A15 14 A102 E -0" 6'-8" 13/4" WD CF t4H 20 M 25 B/A15 15 A201 A R3'-0" 6'-8" 13/4" AL ANOD tem /tint1 F/A15 16 A102 A '-0" 6'-8" 13/4" AL ANOD temp/tint 21 F/Al5 17 B101 B1 N-0" 6'-8" 13/4" HM PNT temp 11/2 15 B/Ai5 18 A220 A FR3'-0" 6'-8" 13/4" AL' ANOD temp 2 AL 1 F/A15 19 A201 E 0" 6'-8" 13/4" WD CF 5 HM 20 M 8 E/A15 20 A203 E -0" 6'-8" 13/4" WD CF 3 HM 20 M 23 E/A15 21 A204 E '-01, 6'-8" 13/4" WD CF 3 HM 20 M 23 E/A15 22 A211 E Pl 6'-8" 13/4" WD CF 3 HM 20M 9 E/A15 23 A301 E 1 '-0.. 5'-4" 13/4" HM PNT 5 HM 111/2 13 B/A15 HM DOOR FRAME ALL 4 SIDES 24 A205 E '-0" 6-8" 13/4" WD CF 3 HM 20 M 23 E/A15 25 A208 E '-0" 6'-8" 13/4" WD CF 3 HM 20 M 25 A/A15 UNDERCUT 1/2" 26 A206 E '-0" 6'-8' 13/4" WD CF 3 HM 20 M 23 A/A15 27 A207 131 '-0" 6'-8" 13/4" HM PNT 5 HM 11/2 16 CIA15 28 A207 Bl '-0" 6'-8" 13/4" HM PNT 5 HM 11/2 16 C/Al5 29 A111 E '-0" 6'-8" 13/4" WD CF 3 HM 1 HRI 4 C/A15 30 A216 E '-0" 6'-8" 13/4" WD CF 3' HM 20M 23 E/Ai5 31' A209 E '-01' 6-81' 13/4" WD CF 3 HM 20 M 25 A/A15 UNDERCUT 1/2" 32 A217 E '-01, 6'-8" 13/4" WD CF 3 HM 18 E/A15 33 A217 E '-0" 6'1 13/4" WD CF 3 HM 20 M 24 E/A15 34 A217 E '-0.1 - '6'-8" 13/4" WD CF 3 HM 18 E/A15 35 A213 E '-0" 6'-8" 13/4" WD CF 3 HM 20 M 12 E/A15 36 A215 E '-0" 6'-8" 13/4" WD CF 3 HM 20 M 10 EIA15 37 A214 E '-0" 6'-8" 13/4" WD CF 3 HM 20 M 12 E/Al5 38 A212 D '-0" 6'-8" 13/4" WD CF temp 3 HM 20 M 17 E/A15 39 A218 E '-0" 6'-8" 13/4" WD CF 3 HM 20 M 24 E/A15 40 A220 D I-0" 6'-8" 13/4" WD CF temp 3 HM 20 M 17 E/A15 41" A221 E PR 3'-0" 6'-8" 13/4" WD CF 3 HM 20 M 14 E/Al5 TB1 B101 B '-0" 6'-8" 13/4" AL ANOD temp 3 NM 19 G/A15 TB2 B101 B '-01, 6'-8" 13/4" AL ANOD temp 3 HM 19 G/A15 TB3 B108 F R3'-0" 8'-0" 13/4" HM PNT 6 HM 5 H/A15 LOWERED DOOR TB4 B201 B 3'-0" 6'-8" 13/4" AL ANOD temp 3 HM 20 H/A15 TB5 B201 B -0" 6'-8" 13/4" AL ANOD temp 3 HM 19 G/A15 TB6 B201 B '-0" 6'-8" 13/4" AL ANOD temp 3 HM 19 G/A15 TB7 B201 B 3'-0" 6'-8" 13/4" AL ANOD temp 3 HM 20 H/A15 TB8 B102 B PR3'-0" 6-8" 13/4" AL ANOD temp 3 HM 6 H/A15 TB9 B201 B 3'-0" 6'-8" 13/4" AL ANOD temp 3 HM 22 G/A15 TB10 B104 B PR 3'-0" 6-8" 13/4" AL ANOD temp 3 HM 6 H/A15 TB11 B105 B FIR 3'-0" 9'-0- 13/4" AL ANOD temp 7 HM 7 H/A15 1. ALL EXTERIOR DOOR THRESHOLDS ARE NOT TO EXCEED 1/2" IN HGT. (tin cred lass i 3 0—t 2. DOORWAY THRESHOLDS WILL BE 10"x10" tempered glass 00 BEVELED WITH A SLOPE OF NO GREATER THAN 1:2. 6" 6" 3. G.C. IS RESPONSIBLE TO VERIFY ALL -- DOORS, THRESHOLDS AND FRAMES MEET o ACCESSIBILITYREQUIREMENTS ASPERALL 4 NATIONAL, STATE AND LOCAL CODES. 00 4. ALL HARDWARE SHALL BE REMOVED PRIOR TO FINISHING (PAINT OR STAIN). c? I 5. SEE PAINT SPECIFICATION FOR DOOR Nr FINISH MATERIALS AND APPLICATION. I `? 6. UNLESS OTHERWISE NOTED ALL EXTERIOR DOORS SHALL BE INSULATED 18 TYPE A .alum storefront door TYPE $ alun : kinun door TYPE C TYPE D hollow metal door solid core wood door TYPE E TYPE F solid core wood door hollow metal door TYPE G hollow metal door GA. METAL DOORS AND 16 GA. FRAMES. TYPE Bl hollow metal door Windows SYM SIZE OPER MAT L FINISH GLAZING MFG DETAIL GROUP NOTES Height Width Wl 4'-2" 4'-8" fixed alum anod 1/4' tempRinted See specs /A14 W2 3'-0" diameter fixed alum anod 1/4' temp/tinted See specs /A14 W3 T-8" 6'I 0" fixed HM painted 1/4' temp See specs /A15 All frames shall be hot -dip galvanized W4 T-4" i '-0" fixed HM painted 1/4' temp See specs /A15 W5 4'-4" 16'-0" fixed HM painted 1/4' temp See specs /Al5 W6 4'-4" 4"0" fixed HM painted 1/4' temp See specs /A15 GENERA, WINDOW NOTES: ALL DOORS, WINDOWS, FRAMES AND HARDWARE SHALL BE DESIGNED AND INSTALLED TO WITHSTAND 110 MPH WINDS 1. See window specifications for additional information. (APPROX. 34 PSF). THE INDIAN RIVER COUNTY BUILDING DEPT. 2. All glass windows shall be double glazed. WILL REQUIRE WIND LOAD CERTIFICATIONS FOR ALL DOORS AND 3. All flashing shall be same finish as window frame unless othewise WINDOWS FROM THE MANUFACTURER, AS WELL AS ATTACHMENT noted by architect. DETAILS. John H. Dean, Architect FL Lic # AR 0009457 CDM PROJECT NO. 6277-25409-074 H JHDPROJECTNO. 98-700-1 ROOM FINIS DOOR SCHEDULES SHEET NO. DETAILS Am, 14 john ® dean archit ect and Associates, P.A. A.I.A. 2223 10th Avenue, Vero Beach, Florida 32960 (561) 567-4907 Fax 569-39:i9 NOTE: TIPPING FLOOR ELEVATION 0'-0"-ARCHITECTURAUSTRUCTURAL 38.00' - CIVIL /MECHANICAL CMU wall CMU wall - CMU wall 5/8" drywall 5/8" drywall V 5/8" drywall on 3/4' PT — on 3/4' T - �� on 3/4' PT\ wood furring wood furring - CMU all _ wood furring @ 16" o.c. @ 16" .c. — � 16" o.c ---- 7 5!8„ conc filled conc filled -, conc filed conc filled masonry lintel ° masonry lintel ° masonry lintel ° masonry lintel reinf as required 1/g" reinf as required 9„ j _- reinf as'required G• teinf as required rebar as reqd ® rebar as reqd ® rebar reqd - _ where occurs rebar as reqd for span ° for spar --- for spa _ stucco occurs for span g _ -- _ use stop trim caulk - caulk - -- caulk typ - typ —_ typ wrap drywall iv -- - _ -- N iv corner terminate HM doo� HM d or -- HM door caulk w/ stop — frame frame t frame masonry anchor req'd mason anchors eq'd i� mason anchors req'd i in jambs fill ja bs in jambs fill jams EI in jamb fill jambs I /� w/ conc w/ conc/con caulk door door door UP DOORJAMB & HEAD SIMILAR DOORJAMB & HEAD SIMILAR DOOR JAMB & HEAD SIMILAR alum storefront dgor frame and P HM Details scale 3"=1'-0" A ,,lot CMU w/ drywall both sides A15 CMU all H Detail scale3°=1'-0" A15 518" drywall ext ,rior door on 3/4' PT ' — CMU w/ stucco wood furring @ 16" .c. on 3 5/8" sd ji1 — 5/$" drywall alum storefront coot fil ed door frame and CMU wall - studs @ 16 �I III glazing — - - mason lintel O.C. ;l reinf as required conc filled Frebar a reqd A masonry lintel - 7 5/8" for spa caulk reinf as required q where 3/4" caulk - — - --- ryp' rebar as reqd A stucco occurs rYP - --- for span use stop trim HM door frame's caulk = 4 sides HM r frame typ caulk masonr anchor re 'd q 4 door JAM & H D SIMILAR HM door -- — in 'am s fill a bs ) j frame w/ con masonry anchors req' applied stop 1/4" temp, glass in jambs fill jambs WINDOW JAMB &HEAD SIMILAR w/ conc WINDOW JAMB & HEAD SIMILAR door window--- DOORJAMB &HEAD SIMILAR frame beyond 1/4' temp ass applied stop applied stop 4' M door! i/4" tempered CMU wall window frame glass 5/8" drywall on 3/4' PT HM d or glazing see specs wood furring frame C� 16" o.c. i 1 3/4" door see door sched, door conc filled i masonry lintel reinf as required 7 8" rebar as reqd • where 3/4" � stucco occurs WINDOW /DOOR MULLION WINDOW DOOR MULLION ( for span use stop trim caulk 4 sides window — typ —_ caulk frame beyond - applied stop HM fame i appliedstop ( I 1/4" temp lass �� 1/4" tempered masonry anchors req' 4 glass in jambs fill jambs Ij w/ conc H M glazing frame see specs applied stop 1/4" temp glass window WINDOW JAMB & HEAD SIMILAR HM frame 4" � applied stop 7/4" tempered 1/4 Itemn Mnss aim applied stop I r4 Temp g ass N HM frame d 4„ I< 1/4"' temp glass applied stop WINDOW / WINDOW MULLION HM Details Scale 3"=V-0" B CMU 1 A15 applied stop r WINDOW / WINDOW MULLION app floo only WINDOW SILL HM Details scale 3"=I'-0" CU w/ drywall one side REV. NO. DATE I DRWN I CHKD E A1 5) DESIGNED BY: JD DRAWN BY: SB SHEET CHK'D BY CROSS CHK'D BY: _—__— APPROVED BY: REMARKS DATE: MARCH 2O00 a.w - xa�x �weexnzxmreeuw V_ I — WINDOW / WINDOW MULLION Camp Dresser & McKee Inc. aonsut v 1701 Stare Road AIA, Suite 301 sngrneoev Vero Beach, FL 32963 construction Tel:561-231-4301 OP&M ions License No. EB-00000-20 floor line alum storefrom door frame anc glazing CMU wall 5/8" drywall on 3/4'TT wood furring @ 16" o.c. _ conc filled 4. masonry lintel 119 L 8" CMU ° lintel — Z\ ' 9„ 4 reinf as required c -- rebar as reqd -- - ° EXTERIOR for span EXTERIOR caulkin ` 3/4" stucco 3/4" - — wrap drywall 8° CMU caulking corner, terminate W/. st0� WINDOW HEAD 2 3/ stucco w/ corner, caulk 1 12\3/4" stucco w/ corner, 8" CMU caulking p ryp stop 8"W'x4" glassbiock cultured marble sill caulking HEAD alum storefront cd y ash door frame and gl ing _ N �— -- T DOORJAMB � 8 CMU cap _ EAD SIMILAR _ INTERMEDIATE -_ - 3/4 j _ 3/4" stucco -- I i ' alum slorafron t door frame and gl Lzing SILL I DO DR SILL 10TES: . all exterior glazing shall be 1/4" to . storefront members shown are Ka' I Aluminum Storefront Details scale 3"=1'-0" iiM Detail scale 3"=1'-0" in Metal Bldg Wall y MBM by MBM or drip for head n resp �s HM Detail scale 3"=1'-0" Al s in Conc Wall ST LUCIE COUNTY ST LUCIE COUNTY, FLOfilDA d /solar tinted WINDOW SILL Glass Block Window Detail (115 K� scale 3"=V-0" purlin/girt siding by MBM framed opening by MBM std trim or drip for jamb or head condition resp overhead roll -up door track and operating meth see specs Overhead Door Frame Detail in conc wall scale 3"=V-0" A15 G A n LAS concrete wall steel angle per door ° a ------ -- manufacturer specs ii 1'-0" i #5 hooked anchors @ 24" o.c. conc wall overhead roll -up door °� track and operating meth see specs tchor for applications a steel channel jamb and head poured in place painted �i — _ S ioor frame 11 ecs ioor DOORJAMB & HEAD SIMILAR ecs TYPICAL FOR OH DOOR OD3 ONLY A_ A --- 1-1 Overhead Door Frame Detail I A15 in conc wall Scale 3"=V-0" A15 NOTE: TIPPING FLOOR ELEVATION 0'-0" - ARCHITECTURAL/STRUCTURAL 38.00' -CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 CDM PROJECT NO. 6277-25409-074 john h. dean architect JHD PROJECT NO. 98-700-1 and Associates, P.A. A.I.A. DOOR & WINDOW SHEET NO. 2223 10th Avenue, Vero Beach, Florida 32960 FRAME DETAILS (561) 567-4907 Fax 569-3939 Ammi i iffimI A #5@6" BOT #5@12" TOP . , 12" SLAB W/ 2 #4 X 4'-0" #5@12 EW EACHOORNER T&B CENTER a a a i a i i i Ll ---- r--------------------------------- --'1 - - - - - - - -------------- --- ADD 2 #6' 2 #4 X 4'-0" TYP EA SIDE EACH CORNER LI STATION PLAN CENTER NOTE: REFER TO SHEET M-3 FOR DIMENSIONING ADD 2 #6 ADD 2 #6 TYP EA SIDE \ ZCPANSION TYP EASI,\ o y #4 @ 8" O/C N �- 5 @ 8" O/C A VALVE VAULT o A aluminum soffit 4 @ 8" O/C WEfWELf. ' I.-o" PVC WATERSTOP F-7 "— 6" TO 8" STONE (SEE SPECS) FOR LEVELING STABILIZATION UNDISTURBED SOIL REINFORCE PER ASTM C478 #4 @ 8" O/C z O Q ! W o ji 1. o., light on gable end a o MIN I Z' #57 STONE FOR LEVELING & STA ILIZ-ATION COMPACTED SUBGRADE 0 o #5 @ 81, O/C'�� NOTE: REFER TO SHEET M-3 FOR DIMENSIONING SECTION N.T.S. REINFORCE r-t-j aim Ivl u4to PLAN SEC IN.T,s u LIFT" STATION STRUCTURAL DETAIL REFER TO -3 - DESIGNED BY: JD .. SB - -- ----- DRAWN BY: SHEET CHK'D BY: CROSS CHK'D BY: APPROVED BY: DATE: MARCH2000 REV. NO. DATE DRWN CHKD REMARKS #5@8" ° Camp Dresser & McKee Inc. consuH/ng 1701 State Road AIA, Suite 301 engineern� Vero Beach, FL 32963 constucNon Tel:561,231-4301 operations License No. EB-00000-20 +.�.. PMill ®® .r ceiing break © slope dowrj level clg dr all ceiling Emommum imellims I � � MEN EWE illlllllllnll8Ullll�llll�r�llll�l��lllllll_'�mill� ® IIIIIIm1I11IIIIIIIIII ■C!■®� ®I�l� iii �iiIN �it�i��IIIII�NII�18111111111111IIIII�IIN ®I��II� - • . •. - - -. - :.. � 1, 11111H�;■ I®®iii�■i IMME I®®i�ll M ■II ora® r®r MIN mill OMER r1 -no ST LUCIE COUNTY ST LUCIE COUNTY, FL01 11DA g LUCIE COUNTY BALING FACILITY NA 2x2 premium fluorescent fixture 1771 2x2 fluorescent fixture Ix4 vapor proof surface mounted fluorescent fixture 1st floor lx4 surface mtd roof below fluorescent fixture 2x4 fluorescent fixture wall mounted fixture 6 wall washer incandescent fixture a high hat recessed incandescent fixture a wall mounted incandescent sconce fixture wall mounted exit light fixture (ft ceiling mounted exit light fixture © flush mounted emergency light similar to Dual -Litt EDS-2-FRM Oe f exhaust fan Vl(:Wij 1g re third floor plan(+ 111 4") NOrth scale 1/8"=1'-0" rpical le end NOTE: TIPPING FLOOR ELEVATION 0'-0" - ARCHITECTURAL/STRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 ® CDM PROJECT NO. 6277-25409-074 ADMINISTRATION JHD PROJECT NO. 98-700-1 REFLECTED SHEET NO CEILING PLANS & LIFT STATION A-1 6 heavy line indicates extent of 2 hr rated wall UL905 LU26 bottom w/ (4)-3/16" dia. TAPCONS w/ 1 1 /4" embedment typical this condition see roof framing plan it is sheet 5" slab w/#4 @ 12" ew @ mid -depth LSU26 top w/'(4)-3/16" dia. TAPCONS w/ top of slab @ +1l'-4" 1 1 /4" embedment typical this condition__ TB-2 3 -1 jI T. Z WLI Tl rn l WLI ty! Si dehumidifier unit on plywood decking in attic see mechanical' 3/4" plywood decking on top of lower truss chord shown cross- hatched HETALI6 typical this condition 15/32"-structural 1 sheathing (exposure 1, 32/16 APA rating) w/ 8d nails at 6"at supported edges and 12" intermediate HETALI6 typical this condition (2) 2 x PT (,1,-66 i vrewlnq area above ....., ...-B la I .3TB-1 %/ , !1 1 1 WLI KRTtolL-e i top of col @ �o --- elev +10'-10 3/4" - -' pra-engmeer va ey er try conference E HETALI6 t7lpttal this �onditi reception ea n HETALI6 (beam/col --- - ---- corm) typ RT -2 (2) 2 x 12 PT equal 1 equal crosshatched area indicatesoverbuild I � HETAL16 typical this condition I --^- �------------------- ---- -------I---------- 1-------------------------- '--• see roof framing plan this shoe I U L...................... l Second Floor Roof Framing P an North scale 1/8"=1' 0 — NOTE: Wood truss connectors are inanufactured y Simpson. all plans this sheet Cont. blocking coat. blocking blocking @ 24" o/c sheathing oPT plate A Y3 � • trusses J > l� , 0„ trusses AAqq � blocking @ 24" o/blocking @ 24" o/c sheathing blocking rafters @ 16" el r in center PT plate o tloolter 24" o/c I s bfascia cunt _ G B r RTB- — B-4 HETALI6 typ F typ Dto F �1 1- N aU °x° @) 00 N � QD N n7 L.' section detail 9 — breakroom this sheet 1 engineered trusses conference *8edger in ineered trusses grout wall behind 4" O/C t!'L1SSeS stucco over l/2" plywood & mesh, roof over dootwa ^ h x Breakroom Roof Framing Plan m TB-2 x K K K I HETALI6 real this condition F m N N N �YP scale 1/8 =1 -0 Viewing Area (3rd floor)Roof Framing Plan — R s�l/8"-1' 0" reception conference i breakroom stair o B i = o RL W offic vo J HE'�'AL 6 t � brg (a) m HETALI6 typical this condition wall to -- - - N E LU2G bottom w/ (4)-3/16"dia. TAPCONS w/ 1/4' embedment typical this condition x i �Office LSU26 to w/ (4)-3/16" dia. TAPCONS w/ „ j N sec y - i P 11 1 L/4" embedment typical this condition. E11_ _ - - I510110MM�®IMENEiNNINE_®MM_ —}- reglet HD2A w/ 5/8" dia. "Power Built" 4" embedment i 127 I I LU26 w/ (4) 3/16" dia tal cons w/ 1 1/4' embedment I i 41 4" - I- o 00 -----_—� Section rc scale 3/8"=1'-0" A 17 HETALI6 typical this condition RTB 7 I 1 1 : (2) 2 x 12 PT j O' 8„ dei k fra n Lingasrequire HETALIG (-1'-6") j r twork HETALI6 typical this condition j j F E 04 - i E retaining wall I U =0 j.` I (2) 2 x 12 PT CS/32" structural 1 sheathing (exposure 1, 32/16APA rating) (-1'-10 1/2") LTS 12 typ HETALI�G typical this condition w/ 10d nails at 4"at CMU w walls and 6" at sheathing edges an -- — I sec'y - s o 12" intermediate Blocking is required at panel edges ❑ wx N �. engineered valley HETALI6 Sec nd Floor north en d Roof FramingPlan first flod,r T roof ' officet set trusses ETALI G 16"diamreinfconc scale 1/8"=v-0" 9 I: columns I'. .I. ' truss must notlbe located (2) 2 x 12 PT HETALI at 2 x 127ocatiop use HETAL 16 (4%6") typical th condition to fasten (2) 2 x 112 to top of RT B beam (notch be m crosshatched area rt #4 x 4'-0" top @ ,_.. - 5. Office � indicates overbuild I _ 2 0 bend into topping � HETALI6 typical this condition iCa see roof frami ' �g LU26 bottom w/ (4)-3/16dia. TAPCONS w/ 1 1/4" embedment typical thus condition •^-• R; I l eakroom plan this sheetj! 1 ' 2B-5 2B-4 t Jt2' � . _.,.i LSU26 to w/ 4)-3/16' dia. TAPCONS w/ WLl I aGi I i/4" embedment typical thistonditon I �`:r. R B-2 HETALI pical th condition � ------ o p- susp acoust the 4„ ii ' 15/32" structural I sheathing (exposure 1, 6" HC / w 2 to m 2/16 APA rating) w/ 8d nails at 6"at - — supported edges and 12' intermediate rubbed &painted conc ---- LTS12 typical this condition WLI -indicates z 6 PT gable end trusses on 2 x 8 PT plate w/l/2"dia scud anchors 13'-8" — ----- T cont w/ 3/ 16" d' tapcons w/ 3" embedment 2 4'-0" o/c fasten truss to plate N w/ 1. 1 /4" embed ent w/LPT4 @ 4' 0" o/c --CMU walls------- irst Floor Roof Framing Plan - notch raftc r scale 1/8„ 1,'0„ --- for full bearing: - -- — -- sheathing -- - — - -- ----- _ sheathing notch rafter -- ----- -- -- section view for full bearing built-up member _ see ftamSng plan sheathing see foundation plan WLI W 5" slab rafter D blocking PT plate blocking @ 4" o/c cont sheathing con;, locking blocking rafters @ 16" on center PT plate PT plate rafter n outlooker • @ 24" o/c --- DESIGNED BY io DRAWN BY: SB SHEET CHK'D BY. CROSS CHK'D BY: APPROVED BY: r REV. NO. DATE I DRWN CHKD i,EN1 PVu DATE: MARCH2O00 rafter RTB-4 A C. " `` " Camp Dresser & McKee Inc. con"` 1701 State Road AIA, Suite 301 engineering Vero Beach, FL 32963 constnrciton Tel:561.231-4301 I operatons License No. EB-00000-20 a. Z _ x8er Stair Section A scale 3/8"=1'-0, A 1 7 truss LTS 12 ea. side 2 x 6 ledger w/ 2- 16d nails @ of truss ea truss 2 x 6 joist match rafterspacing I Old toe nails @ ea 2 x 6 joist d wall/plate SPH6 (12-1 Od x 1 1/2" nails) Truss supplier note: FF additional 370 LB in vertical member at bearing { 2x6@16"o/c HD8 w/ 5/8" dia A36 threaded 2 x 6 PT plate rod (6" embedment into slab) #3 dowel 1'-9" x 1'-91" ( ) @ 4'-0" o/c c' o grout cores HC plank w/ toppin i..d V ST LUCIE COUNTY CT LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY see rounaation plan Stair Section $ scale 3/8"=1' 0" 17 B architect and Associates, P.A. A.I.A. 2223 10th Avenue, Vero Beach, Florida 32960 (561)567-4907 Fax 569-3939 @ t4" #4 @ 18" #5 bott @ 14" glass block in opg see architectural NOTE: TIPPING FLOOR ELEVATION 0'-0"-ARCHITECTURAUSTRUCTURAL 38.00' - CIVIL /MECHANICAL John H. Dean, Architect FL Lic # AR 0009457 CD M PROJECT NO. 6277-25409-074 JHD PROJECT NO. 98-700-1 ADMINISTRATION SHEET NO. ROOF FRAMING L.AA�7 17 I 1 STRUCTURAL NOTES GENERAL NOTES: STRUCTURAL DRA'MNGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN OR STRUCTURAL DRAWINGS, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE, 1997 EDITION BY THE SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL, INC. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: PRE-ENGINEERED BUILDING ROOF: LIVE LOAD - 20 psf. COLLATERAL LOAD - 2 psf. STAIRWAYS: LIVE LOAD - 100 psf. TIPPING FLOOR/BALING FLOOR: LIVE LOAD - HS20 WIND: SECTION 1606.2 110 MPH REGION USE FACTOR 1.0 FOUNDATIONS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH REPORT Na 99-2315 PREPARED BY: ARDAMAN & ASSOCIATES, INC. TITLED: SUBSURFACE EXPLORATION REPORT ST. LUCIE COUNTY LADES ROAD LANDFILL SOJD WASTE BALING FACILITY AND ADMINSTRATION BUILDING ST. LUCIE COUNTY, FLORIDA FOUNDATION DESIGN IS BASED ON A CROSS SOIL BEARING PRESSURE OF 2,500 psf. FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN AC STANDARDS 347 AND 301. PLUMBING SLEEVES: MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM UiL SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF AG STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. WELDED WIRE FABRIC: TO CONFORM TO ASTM A-185. FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF AG STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 3000 psi FOR SLABS ON GRADE (3% MAX. AIR ENTRAINED). 3000 psi FOR ALL OTHER STRUCTURAL CONCRETE CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR RENEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 a FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE ALL SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. ALL CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. ALL CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF AC 318-95. PENETRATIONS: NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. g CHEMICAL (ADHESIVE) ANCHORS: SHALL BE AN EQUAL TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS RAMSET "EPCON CERAMIC 60, POWERS RAW_ 'POWER -FAST' CARTRIDGE SYSTEM, OUR-O-WAL 'DUR-O-PAIR• EPDXY ANCHOR, OR HILTI HSE2411 EPDXY DOWEL NG SYSTEM, OR ENGINEER APPROVED SUBSTITUTION, INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. STRUCTURAL STEEL SHALL. CONFORM TO ASTM A-36 AND THE 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATEU ON IHE DRAWINGS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A-500. GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 GRADE B, TYPE E OR % Fy = 35 ksi. TUBE COLUMNS SHALL BE GROUT OR CONCRETE FILLED IN THE SHOP. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU-PLATE TYPE WHERE POSSIBLE ALL BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A-325N HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF W/2 KIPS FROM THE TABLES IN PART 2 "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" OF THE MANUAL OF STEEL. CONSTRUCTION (9TH EDITION), BUT CONNECTIONS SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 OR A-36 (THREADED ROD). SHEAR STUD CONNECTORS: SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 •STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000 psi., AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS, STEEL STAIRS: ENGINEERED STEEL STAIR SYSTEM AND ALL CONNECTIONS TO THE STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. STEEL STAIR SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW AND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS. RAILING: ENGINEERED RAILING SYSTEM AND ALL CONNECTION OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR RENEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. RAILING SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW AND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS. PRE-ENGINEERED METAL BUILDING: THE PRE-ENGINEERED METAL BUILDING SHALL CONSIST OF ROOF DECK, RIGID FRAMES, METAL WALL PANELS ON FRAMING, GUTTERS AND DOWNSPOUTS, AND FLASHING. DEVIATION FROM BAY SPACING SHOWN ON THE PLANS SHALL NOT BE PERMITTED TO SUIT MANUFACTURERS STANDARDS. THE SYSTEM SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER TO SUSTAIN THE DESIGN LOADS SPECIFIED. THE DESIGN SHALL BE IN ACCORDANCE TO AISC AND AISI SPECIFICATIONS AND MBMA 'METAL BUILDING SYSTEMS MANUAL! DESIGN PRACTICES, LATEST ISSUES. THE MANUFACTURER SHALL BE REGULARLY ENGAGED IN METAL BUILDING DESIGN AND MANUFACTURING. CURRENT MBMA MEMBERS ARE APPROVED, OTHERS SHALL SUBMIT PRODUCT DATA FOR RENEW. SHOP DRAWINGS AND A LETTER OF CERTIFICATION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, AND SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL INDICATE THE DESIGN LOADS AND JOB NAME AND NUMBER. THEY SHALL INCLUDE DRAWINGS OF THE FRAMING MEMBERS WITH THE CONNECTIONS, THE ANCHOR BOLT PLAN AND REACTIONS. STANDARD CUT SHEETS OF THE ABOVE ARE NOT ACCEPTABLE. STANDARD CUT SHEETS MAY BE SUBMITTED FOR SECONDARY FRAMING CONNECTION DETAILS, FLASHING AND SHEETING DETAILS, eta AfREVIATIONS AB - ANCHOR BOLT ALT - ALTERNATE APPROX - APPROXIMATELY ARCH - ARCHITECTURAL ARCHT'L - ARCHITECTURAL. BLDG - BUILDING BM - BEAM HOT - BOTTOM BOTT - BOTTOM BRG - BEARING C/C - CENTER TO CENTER CH - CHANNEL CIP - CAST IN PLACE CJ - CONTRACTION JOINT CL - CENTERUNE CLR - CLEAR CMU - CONCRETE MASONRY UNIT CO. - COLUMN CONC - CONCREiE CONFIG - CONFIGURATION CONT - CONTINUOUS CONTR - CONTRACTOR CTR - CENTER OBL - DOUBLE DTL - DETAIL DIA - DIAMETER DIM - DIMENSION ON - DOVM DR - DOOR DWG - DRAWANG EA - EACH EF - EACH FACE EJ - EXPANSION JOINT EL - ELEVATION ELEV - ELEVATOR EQ - EQUAL EW - EACH WAY EXIST - EXISTING EXP - EXPANSION FIN - FINISH FIR - FLOOR TON - FOUNDATION FOM - FACE OF MASONRY FS - FAR SIDE FT - FOOT FTG - FOOTING GA - GAGE GALV - GALVANIZED HC - HOLLOW CORE HORIZ - HORIZONTAL HP - HIGH POINT IJ - ISOLATION JOINT INFO - INFORMATION INT - INTERIOR JT - JOINT KJ - CONSTRUCTION JOINT L - ANGLE LG - LONG LW - LONG WAY MFR - MANUFACTURER MAS - MASONRY MO - MASONRY OPENING MATL - MATERIAL MAX - MAXIMUM MISC - MISCELLANEOUS NS - NEAR SIDE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OPNG - OPENING PART - PARTITION PL -PLATE PLF - POUNDS PER LINEAR FOOT PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE INCH PT - POST TENSIONED/PRESSURE TREATED R - RISER RDNF - REINFORCING REM - REMAINDER REQ17 - REQUIRED REV - REVISED/ REVISION RM - ROOM SCHED - SCHEDULE SECT - SECTION SIM -SIMILAR SQ - SQUARE SP - SPIRAL STD - STANDARD SW - SHEARWALL/ SHORT WAY STL - STEEL STRUCT - STRUCTURAL TC - TIE COLUMN T/O - THRU OUT TO - TOP OF T - TOP TEMP - TEMPERATURE T.O. STL - TOP OF STEEL TR - THREAD TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VERT - VERTICAL W/ - WITH WD - WOW WWF - WELDED WIRE FABRIC �:H11E'I�il TIES AS SCHEDULED /'SLAB OR BEAM, / SEE PLAN VERTICAL REI FORCING 1/2 TIE SPACING (MAX.) TOOOP STEEL) OWN UNDER+' ONC. COL_ COLUMN TiES sy CONCRETE COLUMN TERMINATION 0 SLAB OR BEAM SCALE: N.T.S. COLUMN TiES DOWELS SHALL BE THE SAME SIZE AND NUMBER AS COLUMN REINFORCING 1/2 TIE SPACING CONCRETE COLUMN BASE SCALE: N.T.S. OR EF7 in PREMOLDEO FILLER ISOLATION JOINT (iJ) SCALE: N.T.S. JOINT FILLER TOOLED JOINT W/ MAX. --�.r RADIUS CUT ALTERNATE CROSS WIRES OR BARS AT JOINT CONTRACTION JOINT (CJ) SCALE: N.T.S. 1' DIA. x 18" SMOOTH PREVENT BOND TO DOWEL DOWEL AT 12' AT SECONDARY POUR SIDE s s , io PREY NT BOND BETWEEN POURS CONSTRUCTION JOINT (KJ) SCALE N.T.S. CONE. TOP RE1NF: 1IF RFOIIIRmi REINFORCING. TYPICAL STEPPED FOOTING DETAIL N.T.S. TYPICAL SITE RETAINING WALL 0 V-0" MAXIMUM WALL HEIGHT 1 PROVIDE VERTICAL CONTRACTION JOINT AT 25-0' MAX. SPACING. DISCONTINUE HORIZONTAL REINFORCING AT JOINT. 2 PROVIDE KEYED EXPANSION JOINT AT 100'-(' O.C. COLUMN SCHEDULE Slg VERTICAL REINFORCING COLUMN TiES OR BASE PIL NOTE MARK OR CAP PL BOLTS ANCHOR BOLTS O 17 x 25 - _ 1,2,4 TYPE BB O 8x10 - _ 1.2 TYPE AA O 8 x 16 - _ 1,2 TYPE AA O 8 x 26 - _ 1,2 TYPE AA O 9 x 29 - - 1,2 TYPE AA U8 13 x 13 - - 1,2 TYPE AA O 17 x 25 - - 1,3,4 TYPE BB O 9x33 - - 1.3 TYPE AA O 19 x 34 (10) 13 0 16' 5, TYPE A 10 10 x 19 (4) #7 13 0 10' 5, TYPE B 11 12 x 16 (4) #7 #3 Olt TYPE B x10'xO'-10' BASE PLATE W/ 12 4'1t PIPE COLUMN - (4) 1`0 'POWER STUDS' W/ 4° EMBED. COLUMN SCHEDULE NOTES` 1) PRE-ENGINEERED METAL BUILDING COLUMN. SIZE INDICATES FLANGE WiDTH X COLUMN DEPTH. 2) PRE-ENGINEERED METAL BUILDING COLUMN BASE AT EL a-10'. 3) PRE-ENGINEERED METAL BUILDING COLUMN BASE AT EL-12'-2'. 4) PRE-ENGINEERED METAL BUILDING COLUMN DEPTH IS CONSTANT TO 12'-0' A.F.F.. 5) TOP OF CONCRETE COLUMN AT EL a-10'. (4) #3 TIES AT 2' AT TOP OF COLUMN AND OMIT IMPACT WALL SCHEDULE MARK THICKNESS HEIGHT WIDTH TYPE NOTE ❑1 11i• 12'-0' 24'-11211 ' TYPE 1 ❑2 11.1• 4 12'-0" 24'-11�° TYPE 2 A=9'-7 B=S-4: C=11-11 D=6'-8 ❑3 11i' 12'-O' 23'-11� TYPE 1 ❑4 ilia 12'-O' 24'-3i' TYPE 1 ❑5 1ti• 12'-O" 9'-3j" TYPE 1 �6 1ti• 12'-O" 22'-2 in TYPE 1 O 11i' IV-0" 25-5l' TYPE 1 F8 11i• 12'-0" 16'-1t TYPE 1 �9 11 12'-O• 23'-3�' TYPE 2 A-4'-8' B=3'-4' C=15-3 D=6'-80 11i• 12'-D" 23'-q' TYPE 1 F12FE'll 19i• 12'-0' 2S-11� TYPE 1 ilia 12'-0" 22'-9' TYPE 1 13 11i• 12'-0' 18'-11i' TYPE 1 14 11i• 12'-0" 20'-11i' TYPE 1 15 ilia 4'-0' 24'-11i' TYPE 3 PEDESTAL FOR COLUMN ABOVE. NOTES; Or TYP. Or TYP. Or TYP. Or TYP. IMPACT WALL SCHEDULE 1) ELEVATIONS ARE FROM INSIDE OF BUILDING. 2)CHAMFER AT PANEL EDGES. , + #5 0 15' O.C. E.F. ,2 4 YADTHO.C. E.F. TYPE A TYPE B FLANGE FLANGE2 WDTH TYPE 1 ELEVATION TYPE AA TYPE DD COLUMN TYPE ®2' 0 t4� #3 1�S TAd3 �4)) #3 TIES 2" TAd3 #6 0 6' O.C. EXT. FACE PEDESTAL TYPE ; 0le D.C. E.F. FACE FOOTING SCHEDULE MARK W xSZ D REINFORCING 4'-0' x CONT. x 1'-2° (4) 15 BOTTOM LW /4 0 12' BOTTOM SW 010`-Op x CONT. x 1°-2' (8) #6 TOP & 80TT0M LW #6 0 S. TOP & BOTTOM SW © 13'-0' 13'-O' x 2'-O' (9) #8 BOTTOM E.W. 0 14'-0" 14'-0• x 3'-0' (12) #9 BOTTOM E.W. ® i6'-0' It 1W-0' x S-0' (14) #9 BOTTOM E.W. OF 14'-0' 18'-0' x 3'-0' (12) #9 BOTTOM LW (16) #9 BOTTOM SW SCALE: 'j°=1'-0' NOTE 1) PROVIDE VERTICAL CONTRACTION JOINT AT 25-O' MAX. SPACING DISCONTINUE HORIZONTAL REINFORCING AT JOINT. 2) PROVIDE KEYED EXPANSION JOINT AT 10a-0' O.C. s EL VARIES 17,11A s I. WIDTH L TYPE 3 ELEVATION RETAINING WALL BARS (1) #5 x 3'-O" E.F. o � A L B C WIDTH NOTE REINF. SAME AS TYPE 1 ELEVATION. TYPE 2 ELEVATION FACE r-IMPACT WALL I!" A %--EXTIERIOR FACE TYP. REINF. PLACEMENT SECTION N.T.S. SYMBOLS STEEL SYMBOLS / 12 T T=TOP — INDICATES COLUMN BELOW BAR SIZE ! B=BOTTOM o — INDICATES COLUMN THRU BAR SPACING C='C' E=,E` BAR PLACEMENT Q— INDICATES COLUMN ABOVE IL INDICATES INNER LAYER NOTE: AMERICAN CONSULnNG TIPPING FLOOR ELEVATION ENGINEERS COUNCIL 0'-0- - ARCHITECTURAL/STRUCTURAL BIG 1, N5 1.11' - CIVIL/MECHANICAL `°® TO THE BEST OF MYKNOWLEDGE Wffi` y Fi,4inJn,s AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE JEFF kUL P.E. FL LIC. 045944 PLANS COMPLIES WITH THE 2011 S. 25TH St,ust, Suit 211 APPLICABLE MINIMUM BUILDING Fort Pfw , FL 34947 CODES. (561)46&-3M (591)468-37M FAX REV. NO.I DATE I DRWN I CHKO REMARKS DESIGNED BY: TIM HAYES DRAWN BY: RON HAGGERTY SHEET 00) BY' CROSS Clin BY: APPROVED BY: DATE* MARCH 2oCO _ 1701 State Road AIA, Suite 300 Vero Beach, FL 32963 ,p Tel.561-2314301 I License No. EB-OW-20 ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA k` � IFACILITY j hn h. dean architect and Associates, P.A. A.I.A. 2223 10th Avenue, Vero Beach, Florida 32960 (561) 567-4907 Fax 569-3939 COM PROJECT N0. 6277-25409-074 STRUCTURAL NOTES, JHDPROJECT NO. 98,400-1 TYPICAL DETAILS SHEET NO. & SCHEDULES S-1 REV. NO.I DATE I DRWN I CHKD I REMARKS SEE 'EIS -IV FOR WALL INFORMATION. l E 1�4t�VPyit"� fu;y>�f�= Iv1 O r 0 101 12'-C SEE SHEET S-3 FOR MORE INFORMATION 1 E S-4 I I CONIC. SITE 'XF 1�_p•-14'-0" RETAINING WAI TS I r----------- L' ISLAB ON I GRADE I I, � I I m 14 1 89'10' I I 24'-7� I I I I N DI I C.J. --------------------- --' u l 11 F-1 F - - - - - - - - - - - - - i I I I I I 1'-8' C I L--- ----- -- 1 I I STEP I I STEP S-4 K.J. I I I I I I I I I C.J. I IC.J.I I SLOPE I I I i I I j C.J. c 4 S-5 T� 0. SLAB j 1 TYP. I it S-5 I i 0 0 I OA I r I.J, O 1 L----------J t--------r--- ©� r----------1 TE-1 I 6° SLAB ON I I I I I ♦ GRADE I I L------- , 7 I BEAR TE-1 ON `---- I I I I TOP OF FOOTING. T.O. I I I I I I I 21'-O" I 1 � I i f -------------- ------------- --- I I 1 LOWER LEVEL FOUNDATION & ____ _ I I EL ::lLS " 1 1 I LOPE 'z---6' SLAB ON GRADE --PTO �IL�O� I I I I C.J. I I T.O. SLAB m :I' L - - -----------4------------------------------------------- , I I I I: 1 I (TYP. TRENCH EL-12'-8" T.O. SLAB 'la ua SEE 'E/S-4' FOR WALL INFORMATION. Q B S-4 - OPE - - - - ------------- - SLOPE I L--------------------------- DESIGNED BY: 71M HAYES DRAWN BY RON HAGGRTY SHEET CHWO BY: CROSS Ci Br: APPROVED BY DATT:• MARCH 2000 -K.J. C.J. I C.J. 1 I DRAIN). UROUN® FLO®R FRAMING PLAN Tt 1 I i i i l i i SCALE: :'=1'-0' F I I I 1 1 1 I I I ZrSLAB-ON-GRADE I I I — - - L PLAN NOTES ---------- I 1 I I I O 1). METALLIC AGGREGATE TOPPING IS TO BE 'ANVIL -TOP 300" I MANUFACTURED BY MASTER BUILDERS TECHNOLOGIES. AN INVERTED CHAIN I `-6 SLAB ON I I I I i I 8 I I j RAIL MUST BE USED ALONG EDGES OF TOPPING. TOPPING TO BE PLACED o I GRAD I I I I I I S-5 I I I WITHIN 3 DAYS OF POURING THE SLAB -ON -GRADE OR 28 DAYS AFTER NORTH 'G I I I POURING THE SLAB -ON -GRADE. FOLLOWING THE REQUIRED WET -CURE 1❑ I PERIOD, APPLY A MEMBRANE CURING COMPOUND. E �0SLAB I CJ C J 2'-' I T. C.J.un i . I 2). VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL AliIEL-13'-0' I I DRAWINGS BEFORE COMMENCING CONSTRUCTION. ALL DISCREPANCIES SHALL T.O.LAB I I BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL O I 0. , o ENGINEER. OA I d I I I co ____ J I i I I 3). ELEVATIONS REFER TO 0'-0" REFERENCE ELEVATION. ACTUAL ELEVATION I ®(nI I — - - —� IS 38,00' r---- - - - - — T I C.J.- - - - - - - - - - - -- 1 1 8 I EL�12'-6- I I 1 1 I O 4). CENTERLINES OF COLUMNS AND WALLS SHALL COINCIDE WITH THE L�-0. SLAB I I I F`9 r 1 I FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE. 5). TIPPING FLOOR AND BALING FLOOR SHALL BE A MINIMUM 8' CONCRETE i I I 1 • SLAB -ON -GRADE WITH 15 AT 12" O.C. EACH WAY. I I I S-5 1 i I I I I C.J. o ---------� I I I i I I I ❑1 N BALING PIT FLOOR AND ENGINEERING ROOM FLOORS SHALL BE A MINIMUM I I I 6" CONCRETE SLAB -ON -GRADE WITH ONE LAYER OF 6 x 6 - W2.9 x W2.9 K.J. I I I I 1 I I I WELDED WIRE FABRIC AT 1/3 DEPTH. THE MAXIMUM DISTANCE BETWEEN I 1 IC•J•I I. C•J• I I D I JOINTS IS LESS THAN 15 FEET. THE SLAB AREA BETWEEN JOINTS SHALL EL-13"-O' I T,O. SLAB I I I I I I S-5 I BE LESS THAN 225 SQUARE FEET. THE BOUNDED AREA IS AS SQUARE AS __________________--___________ J i I I I SLOPE I POSSIBLE AND IN NO CASE THE RATIO OF LONG SIDE TO SHORT SDE �---6" SLAB ON GRADE ---� K.J. 60( C.J. I j i I I I i _ _ (�1 EXCEED 1.5. ___---_--_-_____ I STEP I O �•V•, CONCRETE SLAB -ON -GRADE SHALL BE CAST ON A VAPOR BARRIER ON L I I I I I I WELL COMPACTED FILL MATERIAL STEP I I STEP I SLOPE I I IC.J.I C.J. I l I 6). TE-1 INDICATES A 16' WIDE x 16' DEEP x CONTINUOUS CONCRETE THICKENED SLAB EDGE REINFORCED WITH (2) #5 BOTTOM. 1 I I j I 1 C.J. L o F------------I I G TYP. AT GRID 12 1 i I 1 B I I I in7). INFORMATION SHOWN FOR THE BALING EQUIPMENT TAKEN FROM i I S-5 I I I DRAWINGS THAT WERE PREPARED BY MACPRESSE INTERNATIONAL DATED I S-4 j 1 I I I i A I 10/12/99. t I 1 I I I I I I l I f I C.J. I IC:J,I I C.J. T ZVSLAB ON O GRADE I I I I I I j 11 I I I I 0iiii I I I I I S-4 I I I BEAR TE-1 ON TOP T-11 E ICJEL-_�1�._2��'��-_�6' I I OF FOOTING W/ " S-5T I I BOND BREAKER. �! i N 1 r------i------- �I w B OI I I I t2 I I.J.----L----- ISIM L.------- 1 -- -- �_8 �-1___L __ __ 1-iTE_1_-_ im I 2' C.J. o IP MSim. 4 ip iC S-5 i„ S-4 12 ADMINISTRATION BUILD. 13 O 14 O 15 O STRUCTURAL INFO. ST LUCIE C®LINTY hn h. dean architect Dresser & c ee Im ST LUCIE COUNTY, FLORIDA1701 State ROW AIA, Suite 300 and Associates, P.A. A.I.A. Vero Beach, FL32963 M@ I L I ( 2223 10th Avenue, Vera Beach, Florida 32960 T.I. 561.231.4301 ) V 9TY I (561) 567-4907 Fax 569-3939 License No. EB-00000-20 NOTE: AMERICAN CONSULTING TIPPING FLOOR ELEVATION ENGINEERS COUNCIL 0'-Os ARCHITECTURAL/STRUCTURAL JtENQt118 i 38.00' - CIVIL/MECHANICAL INCORPORATED TO THE BEST OF MY KNOWLEDGE ce�xaq AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE JEFF McGi P.E. i UC. "44 PLANS COMPLIES WITH THE 011 S. 25TH street.�4 Si 211 APPLICABLE MINIMUM BUILDING Pierce, 1 coom (MI)M-3"3 (SOI)IM- 10G FAx FILE No. 99-DO36 MM PROJECT NO. 6277-25409-074 LOWER LEVEL FUN. / JHO PROJECT NO. U-700-1 GROUND FLOOR SHEET NO. FRAMING PLAN (1 cif 2) S-2 7 1" E.J. ON O MR POI O IN 6° CONIC. S.O.G. -CONCRETE W/ 6x6-W2,9xW2.9 I I RETAINING WALL ni ni ni TE_j W.W.F. 0 j DEPTH. ni 0 - - - - - - - - - - - - - - ------- --------------- ------------ ------------ ---------------- -------------- --------------- --------------- ------------- ------------------------------------------------------------ -------- -------------------------- ------- ------ 1 --- El I ----------------------- ------------------------ -------- - --- Eb ---------- a] ---------- --------------------- ------- 9 --------- ------- Ft --------------------- -OMIT SLAB SLOPE IMP. TYP. 1 go AT DOOR SEE SHEET S-2 FOR 1 S-5 MORE INFORMATION 4 Sim. r2 S-5 SLOPE C-4 ------ ------------ ------ ------------------------------ --------- -- ------- - --------- ---- SLOPE EL %B 1 T.O. METALLIC AGGREGATE TOPPING (1- 1HIC Z8SLAB-ON-GRAC E �7 �11* STEP w re SLOPE L-------------------------------- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 2 00 42- MIN. SLAB W/ 5/14 TEMP I II II II 1 I II II I II I MIN. SLAB W/ 5/14 TEMP II II I 11 41 1 MIN. SLAB W/ I 5/14 TEMP � II I EL 0' 00 T.O. SLAB 6/6B I t 11 5 12TX 0 - nio C 4v— 5 (!�%W MIN. SLAB W/ I 5/14 TEMP -I : EL -O-2m 6/6B T.O. SLAB I ------------- V-0. I I,5-_O- TC&M71 we IL ------------------------- L-------------------------- ---------- 9:=-0'-2- 1 1 T.O. SLAB I I II II I o I I P, 10 STEP, d 04- (�1�MIN. SLAB W/ 5/14 TEMP 6/6B L I L OMIT SLAB SLOPE I al I GROUND FLOOR FRAMING PLAN SCALE: jm=1'-0w PLAN NOTES: 1) SEE SHEET S-2 FOR TYPICAL PLAN NOTES. NORTH C�, AT DOOR DOWEL BOTTOM BAR C-4 L121 &71 12 — — — — — — — — - r - — — — — — — — — -- r - - - - - - - - - -- - - - - - - - - - TENDTOP 1 4'-106 INTO I"'* -, nr INTO RETAINING CC CC I EN 3ARS SLAB. ----I--------------- --------- -------- r r r CjZX Z F21 X 1 Eil Eil I Of In t% L5x3xjxO'-9" W/ (3) rO 2- E.J. 'POWER STUDS" 0 -27-00 2'-0- -2'-0' 2'-0' 2'-0N 4S -0- H -O' D.C. W/ 4- EMBED. 4 5 6 7 8 9 10 11 ( S-4 @ DRWN CHKD REMARKS Am AYES i DIESIGNM BY: TiHHAW RON MTY ST LUCIE COUNTY DRAW BY: Camp Drewer & McKee Inc. ST LUCIE COUNTY, FI, OR IDA hn h. dean arch itect r SHEET CHWO ft. 1701 State V oad A I A, Suite 300 and Associates, P. A. A. 1. A. OM CHn BY. Veto Beach, FL 32963 Q A Y 2223 10th Avenue, Vero Beach, Florida 32960 PPPWVB BY.' MARCH 20DO Tel. 561-231-4301 T 1 11 1(0.'N.1E COUNTY BALING FACILIT j aw I " (561) 567-4907 Fax 569-3939 DATE- 4OW" License No. EB-00000-20 W"6 "51 0. X1,9 �"Xgmx(Y-gw PLATE W/ (2) JNO A36 THREADED ROD W/ 7- EMB. AND CHEMICAL ANCHOR FRAME 1 SCALE: k=11-00 51 0. I wm6;.1Q.0 _yx9'xO'-9" PLATE W/ (2) � O BOLTS FRAME 2 SCALE: k=11-0w JM McGEE, PE FL M #4W" 12 20111 S. 25M S�Suft 211 For! Plan, FL (561)466-3773 (551AB-3M FAX M THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED 2x20.7 STRUCTURE DEPWM ON THESE 1PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING I 99-DO36 FILE No. NOTE: TIPPING FLOOR ELEVATION 0'-0- - ARCHITECTURAL/STRUCTURAL 38.00' - CIML/MECHANICAL UPPER LEVEL FDN. PI"CT NQ 6zn-254011-074 MD PRUCT NO. 98-M-1 GROUND FLOOR SiffT NC FRAMING PLAN (2 of 2) S IMPACT WALL STD. HOOK 0 CONC. SLAB 3'-0' O.C. (SEE PLAN FOR SIZE & REINF.) 9 #5 CONT. rGRATING LJxi2x4 CONT, E_LS_EE�PLAN N T.O� SLAB r, r L5x3xj CONT. (LLV) W/ �111 "POWER STUDS` #5 0 12' TOP x 6'-0" W/ 4" EMB. AT 3'-O' O.C. „ I FTG. (SEE PLAN FO SIZE & REINF CONIC SLAB (SEE PLAN FOR SIZE & REINF.) DEL SEE ARCH. WATER T.O. S(Ag GONG. WALL CLR. — #5 0 12' D.C. E.F. GONG. SLAB I (SEE PLAN FOR SIZE & REINF.) rl a r7 EL SEE PLAN 1,$T.O.SLAB FTG. (SEE PLAN FORS' I I-j -.� � SZE & REINF.) I_II - I SECTION S-4 SCALE: j"=1°-0` SEE ARCH DRAWINGS FOR ADMINISTRATION BUILDING I SLOPE DN. 1' FT ICI, ,ICI, ,ICI, ,11 11111IIIII�IIII #6 0 9' O.C. ("0" BAR)- #4 0 9. O.C. ('M' BAR) WATER STOP CRUSHED STONE DRAIN i3 11lii11 IIilllll�illll H SECTION s-4 SCALE-- j•=,'-ON F SECTION #5 CONT. 0 9. O.C. -IMPACT WALL CONC. SLAB (SEE PLAN FOR #5 0 126 TOP SIZE & REINF.) (IL) PLAN T.0 8 #4 0 le CRUSHED STONE W FOOT #57�N #5 CONT. #5 0 15' O.C. E.F. 14 0 15" O.C.- 0 9' O.C. GONG. SLAB (SEE PLAN FOR 2• SIZE & REINF.) EL SEE ARCH. T.O =1 I 1=1511=_ V-61 I EXTEND FOOTIG ('D AF BAR) BREAKER �- 15 CONT. 'ND GONG. SLAB (SEE PLAN FOR SIZE & REINF.) O.C. x 6'-0' EL. SEE PLAN 4 , T LTD. HOOK 0 3'-0' O.C. #5 CONT. 114 0 12' O.C. �— #5 0 12' O.C. GONG. SLAB -K J. (SEE PLAN FOR SIZE & REINF.) , EL SEE ARCH. YT.LD. SLAB —EXTEND TO FACE OF FOOTING ('0• BAR) FTG. (SEE PLAN FOR SIZE & REINF.) E SECTION S-4 SCALE �•=1'-0" /--IMPACT WALL CONC. SLAB (SEE PLAN FOR z #5 0 le TOP SIZE & REINF.) ., x 4'-0' (IL) DEL _SEE PLAN_ LOzT . SLAB 12' GONG. WALL BETWEEN GRIDS 11 AND 12. CLR. f®� ® 1' M 1 ' DESIGNED BY: 11M HAYES DRAWN BY: RON HAGGERTY SHEET CHWO BY: CROSS CHn BY: APPROVED BY: DATE: MARCH 2O00 1701 State oad AIA, Suite 300 Vero Beach, FL 32963 Tel, 561-2314301 License No. EB-00000-20 1_30)q�xCONT. W/ } 0)13' SHEAR STUDS 0 415" O.C. GONG. SLAB HOT DIPPED GALV. AFTER v "PLAN FOR FABRICATION. i S, & REINF.) #4 0 12° O.C. " EL SEE PLAN Ma T.O. SLAB EL 4-8' —I i' x 6' xx5l'-2" BEAM BEARING PLATE I W/ (2) 9' x 6" SHEAR STUDS AT 8' >. 8 HIS CONT. 1'-7j' I I= III, #5 0 12' D.C. IIIII #5 0 16' D.C. III- 2' CLR. 2`I I III 0 9' CM' BAR) I—# CONIC. SLAB (SEE PLAN FOR SIZE & REINF.) �E____L__ �SEE A�RCH. T.O— " =1 I WATER STOP EXTEND TO FACE OF - FOOTING ('0' BAR) #5 0 12" O.C. 1'-7j' #5 0 16" 0 2- I HOLE AT 100''-0' O.C.I I= 1 0 V (60" BAR) FTG. (SEE PLAN FOR SIZE & REINF.) G SECTION s-4 SCALE:'=1'-0' CONT. CLR. - #5 0 12' O.C. —K.J. rWATER STOP (TYP.) SECTION S-4 SCALE: �=1'-0" CONIC. SLAB (SEE PLAN FOR SIZE & REINF.) EL SEE ARCH. T.Q SLAB SIZE & REINF.) EXTEND TO FACE OF FOOTING (b' BAR) A 8" TTYP. COLUMN BEYOND,+ STD. HOOK 0 3'-0" 0 C 1+s I #5 0 12' O.C. ICLR #4 0 14' O.C. 2' 2'-8- 7' O.C. ('M' BAR) 6 0 5" O.C. CO- BAR) :1"0 WEEP HOLE 'AT 10-0' O.C. STION ALE: �=1'-0" L3x3xexCONT. W/ ja00' SHEAR STUDS 0 48 O.C. HOT DIPPED GALV. AFTER FABRICATION. C-4. 7,) (2) #5 CONT #4 0 16' O.C. 2' #5 0 12' D.C. 1'-7, 9 ' x 6" xl'-2' BEAM BEARING PLATE W/ (2) � x 6" SHEAR STUDS AT 8' 2' CLR. x #5 0 12" O.C. 16 0 12" O.C. 1'# WEEP HOLE AT 10'-0" D.C. CONC. SLAB (SEE PLAN K.J. s FOR SIZE & REINF.) SEE ARCH. 10 sEL p, SLAB r` I WATER STOP EXTEND TO FACE OF — FOOTING ('0" BAR) NMI. 1) C CRETE WALLS SHALL HAVE VERTICAL CONTRACTION JOINTS AT 25'-0" O.C. ALTERNATE LONGITUDINAL BARS SHOULD BE CUT AT JOINT LOCATIONS. 2) CONCRETE WALLS SHALL HAVE KEYED EXPANSION JOINTS AT 100'-0' O.C. 3) JOINT LOCATIONS MUST COINCIDE WITH SLAB -ON -GRADE CONTRACTION JOINTS. 4) SEE RETAINING WALL ELEVATION WALL BARS ON SHEET S-1 FOR '0' & 'M' BAR INFO. ST LUCIE COUNTY ' hn e aeon architect ST LUCIE couNTY, ��e()RI®A and Associates, P.A. A.I.A. ( 1 1 2223 10th Avenue, Vera Beach, Florida 32960 ,..A. (561) 567-4907 Fax 569-3939 -IMPACT WALL #5 x 3'-O" DOWEL 0 12' O.C. SLEEVE W/ 9• EMBED. FILL WITH GROUT PRIOR TO INSTALLATION OF CONC. SLAB IMPACT WALL (SEE PLAN FOR SIZE & REINF.) .D EEL SEE PLAN . " T.O. SLAB 0 15" TOP x V-6' CONC. SLAB (SEE PLAN FOR SIZE & REINF.) IW�EL�SEE PLAN N.T. SLAB O.C. F 0 9" (•M" BAR) 5 012" O.C. 0 V (80" BAR)_ B SECTION S-4 SCALE:'=1'-0— FTG. (SEE PLAN FOR SIZE & REINF.) NOTE AMERICAN CONSULTING TIPPING FLOOR ELEVATION ENGINEERS COUNCIL e_ 0 0 - ARCHITECTURAL/STRUCTURAL JOWNS a 38.00' - CIVIL/MECHANICAL CNA INCORPORATED TO THE BEST OF MY KNOWLEDGE AND THE 9 � " STRUCTUIRE DEPICTED ONPLETED THESE JEFF MOSEL P.E. FL UC. 04111 PLANS COMPLIES WITH THE 2011 S. 25TH SMhe 211 APPLICABLE MINIMUM BUILDING Fat Pismo. FL 34a47 CODES. (561)488-3M (501)468-3= FAX FILE No. 99-0036 CON PROECT NO. U77-25400-074 JHD PROJECT NO. 98-700-1 SECTIONS & DETAILS SHEET NO. n �- L6X6Xa i'x5'x0'-8° EMBED PLATE W/ (2) 10 x4' SHEAR STUDS AT 4° O.C. IMPACT WALL 4 DETAIL S-5 SCALE: j"=1'-0' REMARKS PRE-ENGINEERED METAL BUILDING COLUMN DESIGNED BY: 11M HAYES DRAWN BY: RON HAGGERTY SHEET CHn BY: CROSS CHK D BY: APPROVED BY: DATE MARCH 20M 2r=10' 8• COLUMN BEYOND Imo' W/ CONC. WASH. PEDESTAL BEYOND -SLOPE [ H ---- r am, II II II 0 16• D.C. 4'-6' F SECTION S-5 SCALE: J6=1'-0- PRE-ENGINEERED METAL BUILDING COLUMN L6x6x4xO'-7'N N IMPACT WALL-/ i'x5'x0'-8' EMBED PLATE W/ (2) J0x ' SHEAR STUDS AT 4' O.C. (TYP.) i" x5"XO'-B' EMBED PLATE W/ (2) 10 x4" SHEAR STUDS AT 4' O.C. (TYP.) N ' JOINT I L-fW® 4 A-$6, S-5 _ SCALE: =1'-O" � PRE-ENGINEERED METAL BUILDING COLUMN �— L6x6xa WALL 2 DT IL S-5 SCALE: -IMPACT WALL #5 x 3'-0' DOWEL 0 240 O.C. SLEEVE W/ 9' EMBED. FILL WITH GROUT PRIOR TO INSTALLATION OF IMPACT WALL CONC. SLAB (SEE PLAN FOR I.J. SIZE & REINF.) M E� L. SEE PLAN ° T.O. SLAB (6) #7 T&B LAP 81" SIDES PRE-ENGINEERED METAL BUILDING COLUMN P SEE DETAIL 1/S-2 - IMPACT WALL z L6x6xjx0'-4' r IMPACT WALL i'x5'x0'-8' EMBED PLATE W/ (2) 10 x4' SHEAR STUDS AT 4' O.C. EMBED PLATE AT TOP OF WALL (TYP. EA. LEG OF ANGLE) 3 DETAIL_ S-5 SCALE J0=1'-0' r_McKee ' W & Inc. 1701 State Road AIA, Suite 300 Vero Beach, FL 32963 8 Tel.561-231.4301 I License No. EB-00000-20 ., 12 11 15 012" TOP x 6'-0' CONC. SLAB (SEE PLAN FOR SIZE & REINF.) , #3 0 16" O.C. (2) #7 EXTEND 1'-0" PAST OPENING AND HOOK CONC. SLAB - (SEE PLAN FOR SIZE & REINF.) EL SEE ARCH T.O. SLAB FTG. (SEE PLAN FOR SZE & REINF.) WATER STOP--\ z, 0 12" O.C. E.F. — IMPACT WALL SLOPE 1' 0 EXTERIOR ---.- EL SEE PLAN T 0. SLAB #5 CONT. #5 0 3'-0' O.C. (2) 15 EXTEND I' -Go OPENING AND HOOK t0cLR. #4 0 16" O.C. E.F. N 12" CONC. BEAM EL SEE ARCH TO OPENING CLR. CONC. SLAB —#4 0 16 O.C. • SEE PLAN FOR aa�� z5 SIZE & REINF.) A'x EL SEE PLAN TO. SLAB NOTE: SIMILAR AT WINDOW OPENINGS. SECTIONOm 16 8' tITYP. COLUMN BEYOND W/ CONC. WASH SLOPE DN. PEDESTAL BEYOND=====1==L'C==T. COLUMN BEYOND W/ CONC. WASH. PEDESTAL BEYOND Ili=III, III `-(3) #7 T&B!! #4 O 16' O.0 ,LAP 81• -=1 _,I1111- ' SEECTION IECTION 5-5-5 SCALE: Y44` -IMPACT WALL 15 x 3'-0' DOWEL 0 24° O.C. SLEEVE W/ 9' EMBED. FILL WITH GROUT PRIOR TO INSTALLATION OF IMPACT WALL CONC. SLAB (SEE PLAN FOR I.J. SIZE & REINF.) v M DEL SEE PLAN T.O_SLAB -IMPACT WALL #5 x 3'-0" DOWEL 0 24. O.C. SLEEVE W/ 9' EMBED. FILL WITH GROUT PRIOR TO INSTALLATION OF IMPACT WALL CONC. SLAB (SEE PLAN FOR I.J SIZE & REINF.) � EL. SEE PLAN 4" V-4' 'I k4' GALV. DIAMOND STEEL PLATE. _ " w Q HOLE L HOLE VIEW 'V1—V1' L3x3xj'XCONT. W/ J'0x3'LG. SHEAR STUDS 0 4'-0" O.C. HOT "x1' CONT. FLAT BAR WELD DIPPED GALV. AFTER FABRICATION. TO ANGLE PRIOR TO GALV. i" GALV. DIAMOND STEEL PLATE BOND BREAKER 4" AV1 CONC. SLAB (SEE PLAN FOR ' '� " ' "- SIZE & REINF.) #4 0 16' O.C: (3) #4 CONT.11^ N (2) #5 CONT: 1111 11-12• o' BETWEEN BARS (NOT SHOWN FOR CLARITY) A SECTI01 S-5 SCALE: �=1'-0' 1-30doxCONT. W/ J00001-G. SHEAR STUDS 0 4'-0' O.C. HOT DIPPED GALV. AFTER FABRICATION. c�1 #4 0 16" D.C.- (3) #4 CONT. -111-11 lilt- (3) #5 CONT.: I • hj1 ST LUCIE COUNTY 9 C�'IIt�C� ST LUCIE COUNTY FLORIDA and Associates, P.A. A.I.A. 4 f I I FACILITY 2223 10th Avenue, Vera Beach, Florida 32960 O V - I (561) 567-4907 Fax 569-3939 BREAKER CONC. SLAB (SEE PLAN FOR ..s SIZE & REINF.) -111=1I1=1I I —I I 1—I 11—T�m#' BETWEEN BARS (NOT SHOWN FOR CLARITY) SECTION S-5 SCALE: J'=l'-0' NOTE: AMERICAN CONSULTING TIPPING FLOOR ELEVATION s ENGINEERS COUNCIL 0'-0' - ARCHITECTURAL/STRUCTURAL 3T•.1m.S41 W 38.00' - CIVIL/MECHANICAL INCORPTO D THE BEST OF MY KNOWLEDGE DOMANORATE' '� AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE JEFF McGEE, P.E. FL LIC. }46044 PLANS COMPLIES WITH THE 2011 S. 25TH S Suit" 211 APPLICABLE MINIMUM BUILDING Fort PPrrcrr, FL 34047 Zg CWES. (561)486-3773 (551)46B-3700 FAX FILE No. 99—DO36 COM PROJECT N0. 6277-254W-074 JHD PROJECT NO. 96-700-1 SECTIONS & DETAILS SHOE` "a 62K N N: 10 11 10 11 6 7 6 7 YV 212K 32K 42K 42K 42K 42K X--BRiNC D BAY AT GRID O AND GRID n 14 15 14 15 W 451( 45K 91% 95K 95K 95K X—BRACED BAY AT GRID CO AND GRID& N.T.S. 2K 27K 2K 2K 2K 2K 2K 2KlK 1K 1K D+ C N 39Ky } f f f f f f f f~9K 48K 1K 2K 2K 2K 2K 2K 2K 2K 1K 48K 4K a o� `I 76K 9 1 61K N/A N/A N/A N/A N/A N/A N/A N/A N/A 73K RIGID FRAME AT GRID 12 N.T.S. I 481K C` 41K �,OK (GRID 13) 43K 3K (GRID 13) 77K 74K RIGID FRAME a GRID t3 THRU G I 15 N.T.S. C is 1K F1�1: �a o I r -, 3K I f f I 1r 13K 13K 13K 13K 13K 9K 9K 9K 9K 9K 3K FRAME AT ID 0 N.T.S. I 1K a 0 1K ►1 1K 1 f 11K I 3K 'ol it 4K f� 4K 12K 43K ► I f 52K �I I 80K 6K f f 10K 9K g 6K 6K I ff 1K 13K D f 13K a . 6K C f � f 9K 10K IOK 8K 10K 10K 10K FRAME AT GRID O N.T.S. MOM D+W 1 8K 10K 3K 0 CV _0 4K �f 12K 44( I 43K 52K f 52K 94K I 80K MAXIMUM DESIGN REACTIONS/ADD'L LOADS IS: 1) 'D' INDICATES DEAD LOAD 'C' INDICATES COLLATERAL LOAD 'L' INDICATES LIVE LOAD W INDICATES NAND LOAD 2) DESIGN REACTIONS BUST BE VERIFIED BY PRE-ENGINEERED METAL BUILDING SUPPLIER PRIOR TO CONSTRUCTION. 3) N/A INDICATES NOT APPLICABLE. 4) AFF INDICATES ABOVE FINISH FLOOR. �)AD01TICiAL LOADS IMPOSED ON META. BUILDING PDDE aSnOWy OuM FRAMING ELEIII NOTE: AMERICAN CONSULTING TIPPING FLOOR ELEVATION ENGINEERS COUNCIL 0'-0- - ARCHITECTURAL/STRUCTURAL (we i 38.00' - CIVIL/MECHANICAL CHARLAID INCORPORATED TO THE BEST OF NY KNOWLEDGE 6.odcjaw PoIuuMIIq 6g41w• AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE IFFF MCGEF P.E. FL LIC. }431144 PLANS COMPLIES WITH THE 2011 S. 25TH St�, Sult• 211 APPLICABLE MINIMUM BUILDING Fort Pismo. FIL 34947 CODES. FILE No. 99-0036 i DESIGNED BY: TIN HAYES • • ST LUCIE COUNTY d___ ....—.... ..� _ _.�. DRAWN BY: RON HAT;aTY F.� 4;ah n h dean arch I t e C t Qmv � � r&M�Ce t� CDM PROJECT Na ®277-25409-074 H JIB PROJECT N0. 96 700 t + --- ----.---�---- sHEETCHK'OBY: —. ST LUCIE COUNTY, FLORIDA 1701StateRoadAlASuite300 C7ilCi ASSOCIC1teS, P.A. A.I.A. SECTIONS &DETAILS SHEET NO. _ a1Gss CHKb er. �® Vero Beach, FL 32963 S LUCIE U T I F C I L I 2223 10th Avenue, Vero Bench Florida 32960 - APPRo�n �`• � �� Tel. 561-231-4301 MOH 2oao 561 567-4907 Fax REV. N0. DATE DRWtd CHID REMARKS DATE 569-3939 e License No. EB-00000.20----------------------- POSITION QUANTITY EQUIPMENT 1 2 PIT CONVEYOR 2 2 HOPPER CONNECTION 3 2 CLOSURE OF PIT 4 2 FEEDING CONVEYOR 5 2 BALER 6 2 ELECTRICAL MAIN PANEL 7 2 BALE SLIDING 8 20 TYING WIRE 9 2 HOPPER PLATFORM 10 4 DRAG CONVEYOR NOTES MECHANICAL CROSS SECTIONS AND DETAILS ON SHEET M-2. I a 0 m 0 P r N REV. i° N0. DATE DRWN CHKD REMARKS a r I tT d 7V -V DESIGNED BYs K. MARRACK Y ' vAem a� P aemr & McKee Inc. DRAWN BYi J. HOFFMAN i SHEET CHK'D BY, E. GROTKE mrauftackmiwlo W. SPRIGGS on t*A" 1701 State Road A1A. Suite 301 CROSS CHK'D BY, ! Vero Beach. Ft 32963 APPROVED BY, E. GROTKE Teti 561-231-4301 MARCH 2O00 License No. ES-00000-20 DATE, BAL P AND WE — 1 N NTS ERIC GROTKE. P.E. No. 47635, PROJECT NO. 6277-25409 FILE NAME: MDDPLMI.dwg SHEET NO. E O O O REV. NO. DATE DRWN CHKD DESIGNED BY; K. MARRACK mst) DRAWN BY, J. HOFFMAN- CIUW9 Camp Dresser & McKee Inc. SHEET CHK'D BY; E. GROTKEpgytwnvdft I avhwlk4 CROSS CHK'D BY: W. SPRIGGS 1701 State Road AlA, Suite 301 Vero Beach. Fi 32963 APPROVED BY: E. GROTKE Tel, 561-231-4301 REMARKS DATE: MARCH 2000 License No. EB-00000-20 GLADES ROAD LANDF�LL Slo" LUCIE COS N'l"Y,FLORID, S-T LUCIE COXINW BALING FA^0"IT, Y I I (y) 25/320 21 In AP CU CU (70 Ln 41 . 4. i L 3Lxj I DETAIL X BALER SINGLE CHARGING Lb/sq.in. KG./cmq POINT A 71,1 5 CONVEYOR POS, 1 TOTAL WEIGHT FOR SINGLE CHARGING POINT Lb. KG. 5126 2330 C 8250 3750 D 10626 4830 CONVEYOR POS. 4 TOTAL WEIGHT FOR SINGLE CHARGING POINT Lb, KG. E 14685 6675 F 15565 7075 G 9185 4175 POSITION QUANTITY EOUIPMENT 1 2 PIT CONVEYOR 2 2 HOPPER CONNECTION 3 2 CLOSURE OF PIT 4 2 FEEDING CONVEYOR 5 2 BALER 6 2 ELECTRICAL MAIN PANEL 7 2 BALE SLIDING 8 20 TYING WIRE 9 2 HOPPER PLATFORM 10 4 DRAG CONVEYOR NOTE: EQUIPMENT LAYOUT AS PROVIDED BY MANUFACTURER. SEc. E-El Mld%.'PURLAM-� us kl-1ECviAll";' 1117*1�1 I P'Likk"I'S AND SEC4Tkg"(J`44%k5j4QS` ERE GROTKE. P.E. No. 4763� ROJECT NO. 6277-25409 ILE NAME: MDDPLMI.dwg SHEET NO. vj' I �-20- (A) (B) �C� lDl G LIFT STATION DATA SAN S DROP CONNECTION 12.. DIM. "S" (SEE PLAN SHEET FOR CORRECT ORIENTATION) (TYP) (CLEAR OPENING) OVERALL LENGTH -VARIES- 2' DIM. "T" (CLEAR OPENING) 3'-0" MIN. I (REDUCER (WHEN REO.) ---------------- I �\- - - - - - - - - - B-------� I DIA "FM" 90*I:RJBEND \ \ L_ i rLrLo N / / =JTL_ \_J1-_ �- _ 1 1---_� 1-I-- / L _ 1 z o I - n x \ 1 1 I o I w d 0- -- fi�II'�I(--� - Ilr- �r i I I - _I _ --- -- - y I I- Q FD b o o W A. N J I I -- L -i UL • 1 I I I I I I ®RO o \t1 1 - (% Q (--I-- -- x J1L---1- -1 1� I ��---- J ---- L IIIDIM. I -I II-^__ fl I I �--�11II- L -}�i� DIA..,FM., BILCO TYPE ALUM. SINGLE LEAF -� ACCESS DOOR WITH S.S. HARDWARE: (SEE SHEET MD -I AND SPECIFICATIONS( NOTE 6 "A" � "B" 1 1/2" PVC - HATCH DRAIN 316 S.S. CABLE HOLDER MOUNTED TO HATCH FRAME S.S. LIFTING CHAIN 6' LONGER THAN WETWELL DEPTH (SEE PUMP DATA TABLES FOR WET - WELL DEPTHS) 3-316 S.S GUIDE RAILS (SCH 40) - (SUPPLIED BY CONTRACTOR) NOTE 8 CONTRACTOR MAY PROVIDE EITHER CONCRETE ENCASEMENT W/6-NO. 5 DOWELS OR RESTRAINED JOINT FITTINGS - - - - - - - - - 6" MIN. - " ENCASEMENT DIA. ALL AROUND a _ M U 0 0 i m 0 v N i rr i° N0. DATE DRWN CHKD CONTROL FLOATS EL "D" EL "E" w I a Zz EL "F" i z o 0 U I z �N EL "G" I I EL "H" EL I I "1" EL "J" EL "K" NOTES 7 8 17 ..V" D1M."W ' C OF WETWELL 0- 'TEE (RJ) (("FM" X "P„) L----------------------- -J LIFT STATION PLAN �.. - DETAIL A N.T.S. M-3 OPENING FOR 4" PVC VENT W/SS ELEC CONDUITS INSECT SCREEN SEE ELEC DWGS NOTES II 8 13 1 1/2" PVC HATCH DRAIN FLEXIBLE COUPLING (TYP) "JL- I TE 10 - SS SUPPORT BRACKET 1-UTA D "010 i- * L D p NOTE 3 D' _p p D` D 3/4" EXPANSION JOINTS :JL DIM. "BB" PRESSURE GAUGE. W/SHUT-OFF VALVE (SEE SPECS) FAC (TYP) NOTE 16 % CHECK VALVE (SEE SPECS) FD 3" CISP WITH FLEXIBLE COUPLING ALUM. DOUBLE LEAF ACCESS DOOR WITH S.S. HARDWARE (SEE SHEET MD -I AND SPECIFICATIONS) (NOTE 9) NOTE 4 4- MALE KAMLOC W/CAP AND CHAIN MODEL x633-F-3, OR EQUAL EL "A" EL "B" p D a CAST IRON 3" FD JOSAM 38353-92 OR EQUAL. SLOPE DRAIN PIPE 1/4" PER FOOT TO WETWELL -PRESSURE TRANSDUCER IN PLACE OF CONTROL FLOATS -SUBMERSIBLE PUMPS W/POWER CORD (SEE SPEC'S 8 PUMP DATA TABLES) -RAM-NEK JOINT SEALANT O/E (NOT REO'D IF CAST -IN -PLACE) NOTE 15, 18 8 19 -REDUCER (WHEN REQUIRED) ("P" X 110"1 - NOTE 5 -60- GROUT FILL DIA (TYPICAL) -6" TO 8" STONE (SEE SPEC' S) FOR LEVELING/STABILIZATION -UNDISTURBED SOIL LIFT STATION SECT10 4AL ELEVATION SECTION 1 N.T.S. M-3 DESIGNED BY; K. MARRACK J. HOFFMAN ®M Camp Dresser McKee Inc. DRAWN BY: SHEET CHWD By, E. GROTKE m, 1701 State Road AIA, Suite 301 CROSS CHK'D BY, W. SPRIGGS apralbr Vera Beach, FI 32963 APPROVED BY, E. GROTKE Teti 561-231-4301 REMARKS DATEi MARCH 2O00 License No. EB-00000-20 I" GROUT BED (TYPICAL) (NOT REO'D IF CAST -IN -PLAICE) FLANGED WATER STOP GROUT AS REO'D (TYP) •- DIA.. "FM" EL "L" 3" EL I - 6" TO 8"' STONE (SEE SPECS) FOR LEVELING/STABILIZATION UNDISTURBED SOIL GLADES ROAD LANDFILL ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY a 0 LIFT STATION INITIAL NUMBER OF PUMPS EA 2 ULTIMATE NUMBER OF PUMPS EA 2 INITIAL DESIGN CONDITIONS GPM/TDH 100/102 TOP OF SLAB (WET WELL) EL "A" 25.00 TOP OF SLAB (VALVE VAULT) EL "A" 25.00 FINISH GRADE EL "B" 24.75 INVERT OF INFLUENT PIPE EL "C" 21.50 HIGH LEVEL ALARM EL "D" 21.25 LAG PUMP - ON EL "E" 20.25 LEAD PUMP - ON EL "F" 19.25 ALL PUMPS - OFF EL "G" 18.25 LOW LEVEL ALARM EL "H" 18.00 DROP PIPE INVERT EL "(" NA PUMP SUCTION EL "J" PER MFG WET WELL BASE SLAB EL "K" 17.50 EFFLUENT FORCE MAIN PIPE EL "L" 21.50 VALVE VAULT BASE SLAB EL "M" 20.75 INFLUENT PIPE DIA "N" 8"/4" PUMP DISCHARGE DIA "0" 2" DISCHARGE DIA "P" 4" FORCE MAIN PIPE DIA "FM" 4" WET WELL DIAMETER DIA "0" 8'- 0" PUMP HATCH DIM "R" Y- 4" PUMP HATCH DIM "S" 20- 6" VALVE VAULT HATCH DIM "T" 5'- 0" VALVE VAULT HATCH DIM "U" 5'- 0" IE OF W.W. TO BACK OF HATCH DIM "V" 1' 2-5/8" C OF W.W. TO (L DISCHARGE DIM "W" 1' 4-1/4" IL OF W.W. TO CL PUMPS DIM "X" 10-3/8" PUMP BASE TO W.W. BOTTOM DIM "Y" - VALUE VAULT WIDTH DIM "AA" 51- - VALUE VAULT LENGTH DIM "BB" 5'- O" NOTE: DESIGN FLOW IS FOR ONE PUMP OPERATING AT THE GIVEN TDH. PUMP STATION GENERAL NOTES 1. SYMBOL (•) DENOTES DIMENSION TO BE CONFIRMED WITH MANUFACTURERS SHOP DRAWINGS. 2. ALL PUMPING STATION WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPROPRIATE SECTIONS OF THE SPECIFICATIONS. 3. ALL EQUIPMENT, ANCHOR BOLT SIZES. LOCATIONS, CLEARANCES, ETC. SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE APPROVED SHOP DRAWINGS. 4. ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL HAVE A BITUMASTIC COATING (2 COATS. 9 MILS EACH COAT DFT). 5. ALL STRUCTURES SHALL BE COATED AS PER SPECIFICATIONS. 6. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" MINIMUM. 7. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS. 8. TYPE 316 STAINLESS STEEL SHALL BE USED IN THE WETWELL FOR FLANGE BOLTS, BRACKETS, GUIDE RAILS AND ALL OTHER HARDWARE EXCEPT AS OTHERWISE SPECIFIED. 9. PUMP ACCESS HATCH CONFIGURATION AND DIMENSIONS SHALL BE CONFIRMED WITH EQUIPMENT SUPPLIER. DIMENSIONS SHOWN ARE MINIMUM VALUES ONLY. 10. ALL PIPING WITHIN THE PUMP STATION SITE SHALL BE D.I.P. FACTORY TYPE RESTRAINED JOINTS UNLESS OTHERWISE NOTED, 11. SEE STRUCTURAL, ELECTRICAL. INSTRUMENTATION, STANDARD AND MISCELLANEOUS DRAWING DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. 13. SEE ELECTRICAL PLAN DRAWINGS FOR LOCATION OF ELECTRICAL/ CONTROL PANEL AND CONNECTING CONDUITS. 14. DETAIL CONSTRUCTION PLANS. INCLUDING BUT NOT LIMITED TO EXCAVATION. SHEETING, SHORING. BRACING AND DEWATERING SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 15. WETWELL AND VALVE VAULT MAY BE POURED IN PLACE OR PRECAST REINFORCED CONCRETE AT THE CONTRACTORS OPTION. 16. SMITH-BLAIR (TYP 913) OR DRESSER (STYLE 127) 0/E. C.I. FLANGE ADAPTER COUPLINGS AND HARNESSED WITH A MINIMUM OF 4 LOCKING PINS. TEST PRESSURE RATING 150 PSI MINIMUM. 17. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST FLOTATION OF WETWELL UNTIL ALL BACK FILL IS IN PLACE. 18. ALL CONCRETE SHALL BE CLASS A -A (4,000 PSI FOR PRECAST AND 3,000 PSI FOR CAST -IN -PLACE) UNLESS OTHERWISE SPECIFIED. 19. WETWELL WALL SHALL CONTAIN A MINIMUM OF 0.22 SO. IN/LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL DIRECTIONS. LIFT STATION ERIC GROTKE, P.E. No. 47635 PROJECT NO. 6277-25409 FILE NAME( MPS00003 SHEET NO. M=3 a A. f v NOTES: 0 M T V M REMOVABLE PLUG REMOVABLE KEY a WRIENCH INSIDE -OUTSIDE HANDLES AND PADLOCK HASPS VINYL GRIP ALUMINUM DIAMOND PLATE AUTOMATIC HOLD -OPEN ARM JU a.. o o. . LIFTING 0 HOUSING o . SINGLE LEAF H4TCH HATCH NOTES 1. ALUMINUM HATCHES TO BE SUPPLIED WITH STAINLESS STEEL HARDWARE. 2. ALL HATCHES TO BE SUPPLIED WITH SAFETY CHAINS. CORNER POST WITH FLOOR INSERTS MUST ALSO IBE PROVIDED FOR SINGLE LEAF HATCHES. fREMOVABLE PLUG REMOVABLE KEY INSIDE -OUTSIDE _/ WRENCH HANDLES AND PADLOCK HASPS VINYL GRIP AUTOMATIC HOLD -OPEN ARM ALUMINUM DIAMOND PLATE 0 0 LIFTING o HOUSING [116016.114 20 IR 1-11■ I —All 911 HATCH SCHEDULE NO. LOCATION SIZE LEAF DRAIN REMARKS H-1 BALING FACILITY VALVE VAULT 5'-0" X 5'-ID" DOUBLE INTERIOR H-2 BALING FACILITY WET WELL 3'-4" X 2'-16" SINGLE INTERIOR N0. DATE I DRWN I CHKD TYPICAL HATCH DETAILS AND SCHEDULE NTS REMARKS DESIGNED BY, K. MARRACK DRAWN BY: J. HOFFMAN SHEET CHK'D BY, E. GROTKE CROSS CHK'D BY, W. SPRIGGS APPROVED BY, E. GROTKE DATEt MARCH 2O00 CDMCamp Dresser McKee Inc. moldeft pan lbn 1701 State Rood AM Suite 301 a Vero Beach. Ft 32963 Teti 561-231-4301 License No. EB-00000-20 ►PE 8 LA 40.4. EF 4. VERT 3. 12" O( CONC SLAB SET NO.4 REINFORCING BAR IN EPDXY GROUT DETAIL A NTS - NEOPRENE GASKET BTWN PIPE AND SUPPORT ADJUSTABLE SUPPORT AS REO'D, BY PIPE :SIZE 3/8" THK STL PLATE WELDED TO SUPPORT GALV AFTER FABRICATION SS ANCHORS NEOPRENE GASKET I" GROUT FOR CONC SLAB SET NO.4 REINFORCING BAR IN EPDXY GROUT DETAIL E NTS _ GLADES ROAD LANDFILL ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY RWISE DETAIL B NTS M-3 I. USE WASHERS WITH NUTS AND BOLTS. 2. ALL ANCHORS. FASTENERS, BOLTS, NUTS. WASHERS, SCREWS. ETC. SHALL BE 304 STAINLESS STEEL. 8" 8 SMALLER 4-NO.4 NO.3. 12" OC FOR CONC SLAB SET NO.4 REINFORCING BAR IN EPDXY GROUT 10" PIPE 8 LARGER Xi" SS ANCHOR. WASHER 8 NUT (TYP.) k" THICK X 4" WIDE STEEL STRAP NO.3, 12" OC NO.5, 12" OC T8B, EW DETAIL F NTS _ SS U-BOLTS W/NUTS AROUI WATER MAIN F SIZE SEE PLAP zz- 3/8" DIA SS ANCHORS OR BOLTS W/WASHERS TS SS OFFSET PIPE CLAMP DETAIL C NTS - DETAIL G NTS - MISCELLANEOUS MECHANICAL DETAILS UNLESS OTHERWISE SPECIFIED FINISH GRADE M4 HANDRAIL THK IUM) ERIC GROTKE. P.E. No. 47635 -CT NO. 6277-25409 NAME. Msddtmdl.dwg SHEET NO. 1 a :® 0 0 0 0 0 GENERATOR ROOM —i r-� r-i O r-^ r —T 1.11 I tL_..I t I L IL I -• ( i .L J( t. I I —'-J'. i 1—�-J I i' Il_J. i 11 I I I _J t I I } L_.J III L _ DESIGNED BY: J.DEBAY r r:- DRAWN BY: J.DEBAY I & McKee Inc. SHEET CHK'D BY, J.DEBAY ` j - 1701 State Road AIA, Sulte 301 CROSS CHK'D BY: E Vero Beach, Ft. 32963 APPROVED BY, Tel: 561-231-4301 License No. EB-00000-20 REV. DATE DRWN CHKD REMARKS DATE: MARCH 2O00 NO. FLOOR PLAN North scale 1/16"=l'—O" 0 - VENTILATION ' miko vn, dm :- coas State Auth. •8228 6114 Okeechobee Blvd., Suite 104 West Pakn Beach, Fl 33417 (561) 616-3911 fax (561) 618-3012 PROJECT NO. 6277-25409 FILE NAME: SHE 1 NO, I - m n n n n I 6696" LOU W/ BIRD SCI NO. I DATE I DRWN I CHKD DESIGNED BY: J.DEBAY C®M Camp Dresser & McKee Inc. DRAWN BY: J.DEBAY SHEET CHK'D BY: J.DEBAY WWAVg caa 1701 State Road AIA, Suite 301 CROSS CHK'D BY: K Vero Beach. Ft. 32963 Tel: 561-231-4301 APPROVED BY: License No. EB-00000-20 REMARKS DATE. MARCH 2O00 PARTIAL FLOOR PLAN - ic— k- scale 1/8"=1'-0" O ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY PARTIAL HVAC PLAN JAMES L. DeBAY, P.E. No. 13044 Smith Engineering ANAW Consultants,lne. State Auth. *8228 5114 Okeechobee Blvd., Suite 104 West Pahn Beach, FI 33417 (581) 810-3911 fax (581) 818-3912 PROJECT NO. 6277-25409 FILE NAME: SHEET NO. H-2 X \ Y — BAL. DAMP. 20' MAX. SPUTTER DAMPER 45' L 20' MAX.. 900 TEE L= 4 (4" MIN.) RETURN ONLY BRANCH TAKEOFFS LOW VELOCITY DUCTWORK DETAILS BUTTERFLY BACKD SECURE FAN TO CURB W/ 1/4" LAG BOLTS ALL AROUND FOAM RUBBER GASKET TO UNDERSIDE OF FAN CURB CAP FLEX. CONIN. (TYPICAL) SHUT—OFF VALVE FILTER DRIER HUT —OFF VALVE ;HT GLASS 'PICAL) lw.l ►6�[iLtvL REFRIGERANT PIPING DIAGRAM ROOF MOUNTED UPBLAST EXHAUST FAN DETAIL N.T.S. NO. I DATE I DRWN I CHKD ( REMARKS TURE, SEE ARCH. DWGS. FOR DETAILS. )P DRAWING FOR METHOD OF SECURING OF TO WITHSTAND CODE REQUIRED WIND ED AND SEALED BY A REGISTERED kL ENGINEER. SECURE FLEX. DUCT TO COLLAR WITH NYLON STRAP CONNECTORS. PULL BACK INSULATION,CONNECT DUCT,SLIDE INSULATION BACK IN PLACE &TAPE TO MAIf' "" T FLEX. DUCT RUN OUT SUPPORT AS REQUIRED S.M.A.C.N.A. HANGER WIRES TO STRUCTURE SPIN —IN GALV. STEEL DUCT CONNECTOR W/ BALANCING DAMPER INSULATED DUCT CEILING DIFFUSER WALL 1 /4" ANCHOR BOLT 1 /4" ANCHOR BOLT TYPICAL DUCT / DIFFUSER CONNECTION N.T.S. STORMPROOF EXHAUST LOUVER INSTALL GALV. STEEL BAFFLE TO SEPERATE EXHAUST FAN DISCHARGE FROM EMERGENCY GENERATOR DISCHARGE GALV. STEEL MOUNTING ANGLE ACROSS WALL OPENING NOTES: WA CURB SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND SHALL BE SPECIFICALLY DESIGNED FOR USE ON THE METAL ROOF SYSTEM USED FOR THIS PROJECT. CURB SHALL BE DESIGNED TO MATCH THE ROOF SLOPE. DESIGNED BY: J.DEBAY DRAWN BY: J.DEBAY SHEET CHK'D BY: J.DEBAY CROSS CHK'D BY: APPROVED BY: DATE: MARCH 2O00 CD Camp Dresser & McKee Inc. the avowsaw emo 1701 State Root{ AIA, Suite 301 gwrafarir Vero Beach, Ft. 32963 Tel: 561-231-001 License No. EB-00000-20 FLEXIBLE CONNECTION ( FUTURE ) INSTALL GALV. STEEL CLOSURSE PANEL ON INSIDE OF WALL TO CLOSE MASONARY OPENING AROUND FAN FRAME. BELT DRIVE PROPELLER FAN WITH WELDED STEEL WIRE MOTOR SIDE GUARD MEETING OSHA REQUIREMENTS. GUARD SHALL HAVE EPDXY PAINT FINISH. GALVANIZED (METAL SHROUD FROM FLEXIBLE CONNECTION LOUVER WALL. OPENING ( FUTURE) r'�i'I I i � / I GENERATOR RADIATOR ( FUTURE ) ITED GENERATOR ROOM EXHAUST FAN DETAIL N.T.S. ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY 2" MAXIMUM AIR DUCT x22 GAUGE GALV. 1NGER STRAP 12' AFF xlxl/8 ANGLE OUTDOOR AIR DUCT SUPPORT DETAIL N.T.S. EXHAUST GRILLE 18 GA. GALV. STEEL WALL SLEEVE WITH MOUNTING FLANGE ON BOTH SIDES OF CMU WALL. DIRECT DRIVE PROPELLER FAN WITH INTEGRAL FAN GUARD. MOUNT TO WALL SLEEVE. 10' ABOVE FIN. FL. WALL MOUNTED DIRECT EXHAUST FAN DETAIL N.T.S. HVAC DETAILS JAMES L. DeBAY, P.E. No. 13044 Smith Engineering VIRW Consultants,lnc, State Auth. •8228 5114 Okeechobee Blvd., Suite 104 West Palm Beach, FI 33417 (561) 616-3911 tax (661) 616-3912 PROJECT NO. 6277-25409 FILE NAME: SHEET NO. H-4 I o(-) U/ V) 4 ; I i 6x6 CD i I 1 1 6x6' D I 9x9 C 1 75 CF?M -- I 75 Crm t C- i I -- ---it I I 1 i;6a i j L] _i a --� 6x6 6x8 6, 0 off ice F 1 i x10 1 GI o r TFR CNA�06 I.._a.se vationO o i_TF-II D G H 2A �- I 2x121 RG t a j rr j _I F — t 1 • ITT' CFM 11 ! II �I — � w �. 1 � --: �■ e' � — �►'ig �� - /, • _ - 'Wri /1 � III -- �®MIN - _ _oil■■ � _ _ . urn■ �FEW MiwiwiIiiix �� .a'�--� �T row®® �• ---: MIN 8 �-- -- j 90 CD I , t -3E _., __.._ .... . •-••• --- - '------------- ---- -T - - - - _ } i I A201 ROUTE REFRIGERANT LINES i — C.. , .... I IN FIRST FLOORCEILING z 1 I .. j ; SPACE TO R00 A215, AND j THEN UP TO 2 d FLOOR CEILING SPACE, � I ------- SECOND FLOOR AIRCONDITIONING PLAN orth 1 _ . SCALE1/4'=I'-0'-•-•••-•••-••••-•-••--•••••-••--••--••.................. ---• --•-• • •-••-••---•• •--••••-••---•---- -- ----- r -- _ �s 1 ®®®®fir g g v �[— DESIGNED BY, J.DEBAY `.: T McKee Inc.ST LUCIE COUNTY i DRAWN BY: J.DEBAY Camp 1 ST LUCIE COUNTY, FLORIDA SHEET CHK'D BY: J•DEBAY 18 ST CROSS CHK'D BY: �i Vero Beach, Ft. 3296ZI Sot 1., 1 I C ILrTY Tel, 561-231-4301 APPROVED BY: license No. EB-00000-20 REV. DATE DRWN CHKD REMARKS DATE: MARCH 2O00 ADMINISTRATION BUILDING N0. i REFRIGEF CHASE JL 0 3 X AHU-1A i I t -.. ........ _.. _::..... L_ ... ..... kANT LINES CONSTRUCT GALVANIZED STEEL RETURN AIR PLENUM UNDER AHU. PR❑VIDE RACK IN PLENUM FOR 2' THICK FILTERS, WITH ACCESS PANEL FOR FILTER REMOVAL AT FRONT SIDE OF PLENUM, _ AHU ELEVATION ,,,,rvrvp s aG State Auth. *8228 5114 Okeechobee Blvd., Suite 104 West Palm Beach, FI 33417 (561) 616-3911 fax (661) 816.3912 PROJECT NO. 6277-25403 FILE NAME: SECOND FILOOR AIR CONDITIONING ITS SHEET NO. "�-y A 4 1 ❑U- SEf NO. I DATE I DRWN I CHKD THIRD FLDOR AIRCNNDITIHNING PLAN SCALE 1/4'=11-0' DESIGNED BY: J.DEBAY DRAWN BY: J.DEBAY SHEET CHK'D BY: J.DEBAY CROSS CHK'D BY: APPROVED BY: DATE: MARCH 2O00 N a Camp aemr & McKee Inc. 1701 State Road AtA. Suite 301 WWWAR Vero Beach. Ft. 32963 Tel: 561-231-4301 License No. EB-00000-20 — - - - REMARKS office A110 of f ice A109 16x14 EXH. UP TO 2nd FL. janitor A107 16x9 FROM TO 2nd FL.. storage A106 woven A105 130 CFM T 4- 9x9 CD 120 CFM $x8 6x6 CD elect, 30 CFM n 10� kiOxIO EG 8x8 TG CFM 100 CFM li i NI rNE%-� I pl®r-mom il r 721 -t- Stair --=- - '' A111 �1 7 �.�,,,!'.■�©_ref .0 161 TG - ', 285 C.FM 10 L3 !' Ir j 16x16 EG $ `� 9 400 CFM '" / 12x14 10 _•_ �� _ OD x9 CD-1+ i! 15 CFM �' 10x10 EG f. �_ C1 200 CFM' SPACE] T'STE TO C,0 TROL AC �A! HEAT AND 'R HEAT I{ ,A-1 12x12 385 CFM FIRST FOUR AIRCONDITIONING PLAN oath SCALE 1/41=1'-01 5�CFM CD i r break oom (A 112 3i-0# L.4 � W_'PTdq��YY �i.%13311� `4 Rflh �bi.A State Auth. *3228 6114 Okeechobee Blvd., suite 104 of Palau Beach, FI 33417 ('1) 616-3 11 fax (561) 616-3 12 PROJECT NO. 6277-25409 FILE NAME: l 1THIRD FLOORS I CONDITIONING PLAN SHEE 1 NO. FIRST —2 REFRIGERANT CHASE UP ZPO FIRST FLOOR CEILING -SPACE, VARIABLE AIR VOLUME VALVE SCHEDULE MARK MAX. SUPPLY MIN. (CFM) PLY MA(L FPM) MFG. / MODEL V —1 1200 600 1100 TRANE VADA 14" V —2 460 220 900 TRANE VADA 10" V —3 490 275 900 TRANE VADA 10" V —4 750 400 1000 TRANE VADA 12" V —5 700 330 900 TRANE VADA 12" V —6 310 160 1000 TRANE VADA 8" V —7 750 400 1000 TRANE VADA 12" V —8 470 250 900 TRANE VADA 10" V —9 280 200 800 TRANE VADA 8" BV —1 2,000 — 2000 TRANE VADA 14" MECHANICAL NOTES: 1. AIR CONDITIONING EQUIPMENT SHALL BE AS FOLLOWS: AIR DISTRIBUTION DEVICE SCHEDULE MARK DESCRIPTION MAKE / MODEL REMARKS CD CEILING DIFFUSER TITUS TDC—AA T1 Q CD-1 CEILING DIFFUSER TITUS TDC—AA Q SR SUPPLY REGISTER TITUS 271FS RG RETURN AIR GRILLE TITUS 3FL. TG TRANSFER AIR GRILLE TITUS 3FL. (D EG EXHAUST AIR GRILLE TITUS 3FL. OAL OUTSIDE AIR LOUVER RUSKIN ELF 375 UNIT NUMBER AC-1A AC-2A TOTAL CAPACITY 125,000 BTUH 128,000 BTUH SENSIBLE CAPACITY 115,000 BTUH 64,500 BTUH SUPPLY AIR 5,400 CFM 1,200 CFM OUTDOOR AIR 11200 CFM 1,200 CFM AIR ENT. COIL 78.5°db/'67"wb 91 °db/78°wb AIR LVG. COIL( AFTER SUB —COOLING) — 67°db MAXIMUM EVAP. COIL VEL 500 FPNI 500 FPM CONDENSING AIR TEMP 957 950F EXT. S.P. 1.0 IN.W.G. 1.0 IN.W.G. FAN MOTOR 3.0 HP 1/2 HP ELECTRIC SERVICE 208 VOLT, 3PH, 208 VOLT, 3PH. REFRIGERANT LINE SIZE SUCTION (2) 1-3,/8" 1-3/8" LIQUID (2) 5/8" 1/2" HOT GAS REHEAT — 1 /2"S-3/8"R HOT GAS BYPASS — 5/8" EER MIN. 9.3 10.1 CONDENSING UNIT MODEL TRANE TTA 180B ADDISON RCA 101 AIR HANDLING UNIT MODEL TRANE 1-WE 180E ADDISON HCA 101 FILTERS-2", PLEATED THROW —AWAY FARR 30/30 FARR 30/30 30% EFF. 0 WHITE FINISH O2 2'X2' LAY —IN BORDER 3 BEVEL DROP FRAME ® FLAT FRAME �7 BIRDSCREEN NOTES: A. AC-2A SHALL HAVE LIQUID SUB —COOLING , HOT GAS REHEAT AND HOT GAS BYPASS B. INSULATE ALL REFRIGERANT LINES, EXCEPT FOR LIQUID LINES. NOV , DATE I DRWN I CHKD DUCT HEATER SCHEDULE MARK SIZE (KW) NO, STEPS ELEC. SERV. (V/PH/HZ) DH-1A 24 2 208/3/60 DH-2A 7 1 208/3/60 REMARKS DESIGNED BY: J.DEBAY DRAWN BY: J.DEBAY SHEET CHK'D BY: J.DEBAY CROSS CHK'D BY: APPROVED BY: DATE: MARCH 2O00 FAN SCHEDULE MARK SERVICE CAPACITY (CFM) S.P. (IN. W.G.) MOTOR H.P. ELEC. SERV. (V/PH/HZ) MFG. MODEL / MAX. SONES REMARKS EF-1A MENS RM. A209 360 0.25 135W 120/1/60 GREENHECK SP-228 5.5 0g EF-2A. WOMENS RM. A208 370 0.25 135W 120/1/60 GREENHECK SP-228 5.5 09 EF-3A. JANITOR A213 50 0.25 40W 120/1/60 GREENHECK SP-6 3.1 OO EF-4A FIRST FLOOR 1450 0.625 1/3 120/1/60 GREENHECK BSQ-14-3 10 09 FAN SCHEDULE NOTES O5 RECESS BOX FRAME © KYNAR FINISH THE ME.CHANICAL CONTRACTOR SHALL FURNISH ALL FANS WITH MAGNETIC MOTOR STARTERS. STARTERS SHALL HAVE ALL NECESSARY RELAYS AND OTHER FEATURES REQUIRED TO CONTROL FANS AS DESCRIBED ON THE CONTROL SEQUENCES. 01 SPEED CONTROL SWITCH @2 DISCONNECT SWITCH AIR CONDITIONING CONTROL SEQUENCE 1. A/C UNIT 1A SHALL HAVE A TRANE VARITRAC CONTROL SYSTEM,COMPLETE WITH VAV ZONE DAMPERS,BYPASS DAMPERS,COMFORT MANAGER,AND ALL NECESSARY POWER AND CONTROL CIRCUITRY, TRANSFORM ERS,ETC. CONTROL SEQUENCE — COMFORT MANAGER SHALL: MAKE AND EXECUTE HEAT/COOL DECISIONS MAKE AND EXECUTE STAGING DECISIONS COMMUNICATE WITH ZONE CONTROLLERS CONTROL BYPASS DAMPEER TIME CLOCK UNIT OPERATION UNIT CONTROL MODULE SHALL: CONTROL ZONE DAMPER TO SPACE SET POINTS COMMUNICATE WITH COMFORT MANAGER 2. A/C UNIT 2A SHALL BE INTERLOCKED WITH A/C 1A AND THE AIR HANDLING UNIT FAN SHALL START AND RUN CONTINUOUSLY WHENEVER A/C-1A IS SCHEDULED "ON". AN ADJUSTABLE AMBIENT LOCK —OUT THERMOSTAT SHALL CONTROL THE COOLING OPERATION BETWEEN 65°F AND 707. OPERATION OF THE COMPRESSOR SHALL BE LIMITED TO OUTDOOR AIR TEMPERATURES ABOVE THE SETPOINT. THE AMBIENT LOCKOUT THERMOSTAT SHALL ACTIVATE A PUMP DOWN SOLENOID VALVE FIELD INSTALLED AT THE AIR HANDLING UNIT AHEAD OF THE THERMAL EXPANSION VALVE. ON A CALL FOR COOLING, THE PUMP DOWN SOLENOID SHALL OPEN. A RISE IN EVAPORATOR PRESSURE, AS SENSED BY THE LOW PRESSURE CONTROL, SHALL ACTIVATE THE COMPRESSOR. BLOWER OPERATION SHALL BE CONTINUOUS, AND LEAVING AIR TEMPERATURE SHALL BE MAINTAINED BY UNLOADING THE COMPRESSOR. THE ELECTRIC DUCT HEATER SHALL BE LOCKED OUT DURING COMPRESSOR OPERATION, AND SHALL BE CONTROLLED BY AN AMBIENT MOUNTED THERMOSTAT. ACTIVATION OF HOT GAS REHEAT SHALL BE FROM A WALL THERMOSTAT SET AS NECESSARY TO CONTROLTHE AIR TEMP— ERATURE TO THE SPACE. THERE SHALL BE A CIRCUIT CONTROLLED BY AN ELECTRONIC RESET CONTROLLER WITH BOTH ROOM AND DUCT SENSORS. ON A DROP IN SPACE TEMPERATURE, THE CONTROLLER SHALL SEQUENCE THE SOLENOIDS TO ADJUST LEAVING AIR TEMPERATURE. HEATING— DURING COOLING LOCKOUT, THE SPACE THERMOSTAT SHALL CYCLE THE ELECTRIC DUCT HEATER TO MAINTAIN SET SPACE TEMPERATURE. 3. EXHAUST FANS 1A, 2A, 3A & 4A SHALL BE INTERLOCKED WITH AHU No.1A AND SHALL RUN WHENEVER THE AHU IS RUNNING. 4. PROVIDE ALL NECESSARY CONTROLS TO ACCOMPLISH THE DESIRED CONTROL SEQUENCE,INCLUDING RELAYS, TRANSFORMERS,CIRCUITRY,ETC.COORDINATE WITH THE A/C UNIT MANUFACTURER. PROVIDE LINE VOLTAGE POWER SUPPLY FROM SPARE ON POWER PANEL IF NECESSARY FOR CONTROL SYSTEM OPERATION. CDM Camp Dresser & McKee Inc. aNLVxxwn 1701 $tote Road AIA. Suite 301 Vero Beach, Ft. 32963 Tet: 561-231-4301 License No. EB-00000-20 ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY ADMINISTRATION BUILDIN(a IN SI IPPI Y GN AC-1A CONTROL SYSTEM SCHEMATIC HVAC SCHEDULES AND DETAILS DIAGRAM JAMES L. DeBAY, P.E. No. 13044 UMMW Smith Engineering AAMW Consultantslince State Auth. *8228 5114 Okeechobee Blvd., Suite 104 West Palm Beach, FI 33417 (561) 616-3911 fax (561) 616-3912 PROJECT NO. 6277-25409 FILE NAME: SHEET NO. H-3A i C❑NC, MARKER COVER HANDLE CONC. COVER 24' TO FIXTURES 1-1/4" P&T VALVE WATE N.T.S. 6' 1 6' 16' d Y Y d° Y _ p 36' OVERFLOW - EXTEND NEXT TO BLDG. 1-1/4' DIA. OUT 2' COND. DRAIN c 4' DIA. R, C. PIPE DRYWELL DETAIL N.T.S. HEAT TRAP GRAVEL FILL 12' COLD WATER SUPPLY HEATER DETAIL NO. I DATE I DRWN I CHKD REMARKS AIR GAP AT MOP RECEPTOR NOTE: SEE DRAW SCALE PL PLUMBING LEGEND --------- COLD WATER LINE ---------- HOT WATER LINE SANITARY WASTE LINE D STORM DRAIN LINE -------------------- VENT LINE C CONDENSATE DRAIN LINE P-1 PLUMBING FIXTURE TYPE 1 dAa WATER HAMMER ARRESTOR & P.D.I. SIZE CIO, CLEAN OUT V.T.R. VENT THRU ROOF — GATE VALVE �H,B. HOSE BIB (MOUNT 12" AB, FIN, GR.) —00 F,D. FLOOR DRAIN W/TRAP DESIGNED BY: J.DEBAY DRAWN BY: J.DEBAY SHEET CHK'D BY: J.DEBAY CROSS CHI BY: APPROVED BY: DATE: MARCH 2O00 C®M Camp Dresser & McKee Inc. aaMat'/011 1 1701 State Road AIA. Suite 301 dyVero Beoch. Ft. 32963 Tel: 561-231-4301 License No. EB-00000-20 SIT LUCIE COUNTY ST LUCIE COUNTY, FLORIDA SIT LUCIE COUNTY BALING FACILITY ADMINISTRATION BUILDING SECOND FLOOR PLUMBING PLAN JAMES L. DeBAY, P.E. No. 13044 Smith Engineerin Consultants,lnc. State Auth. 08228 5114 Okeechobee Blvd., Suite 104 West Pahn Beach, FI 33417 (561) 816-3911 fax (581) 616-3912 PROJECT NO. 6277-25409 FILE NAME: SHEETNO. P-1 A PLUMBING FIXTURE SCHEDULE P-1 WATER CLOSET P-IA WATER CLOSET (HANDICAPPED) P-2 URINAL P-2A URINAL (HANDICAPPED) P-3 LAV❑RATORY (WALL HUNG) P-3A LAV❑RATDRY (HANDICAPPED) P-3B LAVORATORY P-4 SHOWER P-4 SHOWER < HANDICAPPED > P-5 MOP RECEPTOR P-6 ELECTRIC WATER COOLER P-7 SINK F.D. FLOOR DRAIN H,B, HOSE BIB TRAP PRIMER VALVE W.H. WATER HEATER NOV + DATE I DRWN I CHKD I REMARKS ELONGATED, FLOOR MOUNTED, TOP SPUD, SIPHON JET,1,6 GPF, FLUSH VALVE, HEAVY DUTY PLASTIC OPEN FRONT SEAT, ELONGATED, FLOOR MOUNTED, 16" RIM HT, SIPHON JET,1,6 GPF, FLUSH VALVE, HEAVY DUTY PLASTIC OPEN FRONT SEAT. WALL HUNG, FLUSHING RIM, 1.0 GPF, FLUSH VALVE, WALL HUNG, FLUSHING RIM, 1.0 GPF, FLUSH VALVE, MOUNT WITH RIM 17' ABOVE FINISHED FLOOR WALL HUNG,20"X18', VITRE❑US CHINA, CONCEALED ARM CARRIERS, 4' CENTER SET FAUCET WITH LEVER HANDLES GRID DRAIN WALL HUNG,20"X18', VITRE❑US CHINA, CONCEALED ARM CARRIERS, FAUCET 4" CENTERS, GOOSE NECK SPOUT, 4" WRIST BLADE HANDLES, GRID DRAIN C❑UNTERTOP,20'X17", VITREOUS CHINA, 4" CENTER SET FAUCET WITH LEVER HANDLES GRID DRAIN SINGLE LEVER VALVE, PRESSURE COMPENSATING, NON -SCALD, ADJUSTABLE SHOWER SPRAY HEAD, CHROME DRAIN. SINGLE LEVER VALVE, PRESSURE C❑MPENSATING, NON -SCALD, ADJUSTABLE SHOWER SPRAY HEAD, WITH HAND HELD HEAD AND WALL SLIDE BRACKET CHROME DRAIN, MOLDED STONE, FAUCET WITH PAIL HOOK, HOSE THREADS, VACUUM BREAKER, WALL HUNG, PUSH PAD VALVE CONTROL. COUNTERTOP, 20 GA. ST. STL., 19" X 18', FAUCET WITH 8" GOOSENECK SPOUT & 4' WRIST BLADE HANDLES,BASKET STRAINER, CAST IR❑N BODY, 9' DIA, ADJUSTABLE NICKLE ALLY TOP, TRAP PRIMER CONNECTI❑N WALL MOUNT, BRASS BODY, LOCK SHIELD HANDLE, VACUUM BREAKER (PR❑VIDE GATE VALVE AT EACH HOSE BIB) MACHINED BRASS FITTING ON FLUSH VALVE TAIL PIECE 80 GAL. TANK, (2) 10 KW WATT ELEMENTS NON -SIMULTANEOUS ❑PERATION, 208V„ 3 PH., 60 HZ. AMERICAN STANDARD 2305,100 SLOAN ROYAL 111 OLSONITE 1055 CC AMERICAN STANDARD 2305,100 SLOAN ROYAL Ill OLSONITE 1055 CC AMERICAN STANDARD 6501,010 SLOAN ROYAL 186-1 AMERICAN STANDARD 6501,010 SLOAN ROYAL 186-1 AMERICAN STANDARD 0356,027 AMERICAN STANDARD 13400.000 CHICAG❑ 1802A AMERICAN STANDARD 0355.012 CHICAGO 895 CHICAGO 327A AMERICAN STANDARD 0476.028 CHICAG❑ 1802A CHICAG❑ 1762 DRAIN JOSAM 30000-A CHICAG❑ 1762 CHICAG❑ 151 DRAIN JOSAM 30000-A FIAT MSB 2424 FIAT 830-AA ❑ASIS PLF8WMQA ELKAY PSR-1918 CHICAG❑ 201-GN8A-E3-317 LK-99 JOSAM 30000-A CHICAG❑ 293E27 SLOAN F-72-Al A,O,SMITH ELSF-80 DESIGNED BY: DRAWN BY: J.DEBAY J.DEBAY ®M CAP DtteSser &McKee Inc. SHEET CHK'D BY: J.DEBAY baelRrfa�t 1701 State Road AIA. Suite 301 CROSS CHK'D BY: 11oM7bM Vero Beach, Ft. 32963 APPROVED BY: Tel: 561-231-4301 License No. EB-00000-20 DATE: MARCH 2O00 112' DOWN TO ICEMAKER office A110 4" COND. DRAINS L FROM 2ndFL, office 2" OND, R I elect, I A108 I hall janitor773 A101 I I Wa storag ve A103 j A104 I I I i I worsen I A105 I I I I I I I I I FIRST FLOUR PLUMBING PLAN orth SCALE 1/8'=14' 2' REDUCED PRESSURE ZONE BACKFLOW PREVENTOR 12" MIN, 30' MAX. 3ACKFLDW PREVENTOR DETA: ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY ADMINISTRATION BUILDIN13 U 0 U SAN, LIFT STA, SEE SHEET M-3 F❑R� C❑NTINUATI❑N SEE DR WING C-3 BACKFLOW/PREVENT OR CONDENSATE DRYWELL SEE DWG, P-1 NOTE1 SEE DRAWING P-3 FOR LARGE SCALE PLAN OF THIS AREA C JAMES L. DeBAY. P.E. No. 13044 Smith Engineering AANEW Consultantsilncll State Auth. s8228 5114 Okeechobee Blvd., Suite 104 West Palm Beach, Fl 33417 (561) 616.3911 tax (661) 616-3912 PROJECT NO. 6277-25409 FILE NAME: FIRST FL. PLUMBING PLAN AND SCHEDULE SHEET NO. P-2A Aqpm. ;V1A1 • N — --+ UG DUCT LINE EXISTING FU77IRE EXPOSED CONDUIT ® CONDUIT RUN UNDERGROUND OR IN CONCRETE SLAB /^ ^. CONDUIT RUN IN WALLS, CEILING SPACE, OR IN CONCRETE SLAB ABOVE HOME RUN TO PANEL "5PL1' CIRCUITS #2, 4, 6. PULL #12 AWG (MINIMUM) CONDUCTORS AS REQUIRED FOR NUMBER 5PL 1-2, 4, 6 OF CIRCU17S SHOWN IN A 3/4 (MINIMUM) CONDUIT. PULL 1112 AWG (MINIMUM) INSULATED GROUND WIRE IN EACH CONDUIT HOME RUNS WITHOUT CIRCUIT IDEN77RCA77ON SHALL BE 2#12 & 1112G-3/4` OR AS SHOWN ON PANEL SCHEDULES —I— 7ELEPHONE CONDUIT CONDUIT BENDS TOWARD OBSERVER CONDUIT BENDS AWAY FROM OBSERVER --0 CONDUIT CAPPED FLEXIBLE LIQUID-77GHT CONDUIT CONNEC710AI — — — — — INDICATES CONDUIT NUMBER 62621 SEE CONDUIT AND CABLE SCHEDULE TYPE "A" EXIT LIGHT, UNIVERSAL MOUNTING, SHADED AREA INDICATES SINGLE OR DOUBLE FACED, ARROWS INDICAIF EGRESS DIREC77ON TIDE A' CBUNG OR PDOANT INCANDESCENT MERCURY OSL VAPOR, OR SIMILAR LAMP FIXTURE '2' 1NDICA7ZS A CIRCUIT NUMBER. a" INDICATES FIXTURE 2a CONTROLLED BY SWITCH a". WHERE QSL IS SHOWN, PROVIDE FIXTURE WITH INTEGRAL QUARTZ STANDBY LAMP. *kO TYPE 'A' WALL BRAQYET INCANDIESCO%T, MERCYIRY VAPQP OR SIMILAR LAMP FIXTURE. a TYPE A" POLE MOUNTED FIXTURE A o TYPE 'A" FLUORESCENT L1GH77NG F7X7URE a ®�+--- GROUND CONNECTION - EXOTHERMIC TYPE GROUND CONNECTION BOLTED TYPE --�-®^---- BUS b 15A, 3P COMBINA77ON MAGNETIC STARTER. SIZE AS INDICATED TYPE DESIGNA71ONS ARE AS FOLLOWS. I (FWJR) FULL VOLTAGE NON -REVERSING (RWR) REDUCED VOLTAGE NON -REVERSING (FIAR) (REV) REVERSING (2S2W) TWO SPEED, 7W0 WINDING MOLDED CASE CIRCUIT BREAKER SIZE AND NUMBER b OF POLES AS INDICATED. 60A, 3P (LOCK) PADLOCKABLE O (NON -AUTO) NON-AUTOMA77C 9 (MCP) MOTOR CIRCUIT PRO 7ECTOR (CL) CURRENT LIM177NO 800A MOLDED CASE CIRCUIT BREAKER, THREE POLE 1200A IMP SET7ING FRAME SIZE MEDIUM OR HIGH VOLTAGE DRAWOUT BREAKER DRAWOUT BREAKER, SIZE AS N07ED -<Er�iH:►' MEDIUM OR HIGH VOLTAGE STARTER SURGE ARRESTER AND CAPACITOR DRY -TYPE POWER COND1770NING TRANSFORMER" p- i WIIH GROUNDED SECONDARY, KVA SIZE & VOLTAGE AS NOTED L DRY- TYPE 7RANSFORMER W77H GROUNDED SECONDARY, KVA SIZE & VOLTAGE AS NOTED 5 MOTOR, (NUMBER INDICATES HORSEPOWER) T 480, ® /120V P07EN77AL 7RANSFORMER. RA770 AND NUMBER OF PIS AS N07ED (2) CT CURRENT TRANSFORMER, J TYPE 'A" BATTERY EMERGENCY LIGHT FIXTURE 1 00/ RA770 AND NUMBER OF C7'S AS N07ED S SINGLE POLE SWITCH. (3) Sa ST/°r`v SIAATv" a" PvLE CIRCUIT CONTROLLED. I ELECTRICAL INTERLOCK S2 DOUBLE POLE SWITCH -- -- S3 7HREE-WAY SWITCH M S4 FOUR-WAY SWITCH SK KEY- OPERATED SWITCH MANUAL MOTOR STARTER O DENOTES REFERENCE TO N07E 1 'SEE 30A, I.E. - ELECTRICAL NOTE 1" ® GROUND ROD 3/4" X 20'-0" (UNLESS OTHERWSE NOTED) 120V DUPLEX RECEPTACLE, NEMAfljj cONF1GURA77ON 5-20. SPECIAL PURPOSE OUTLET ELECTRICAL ENCLOSURE OUTLINE ELECTRICAL MOTOR OPERA7ED VALVE, WITH INTEGRAL REVERSING STARTER 3P NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED 3P FUSED DISCONNECT SWITCH, SIZE AS NOTED f0 VAR CAPACITOR, KVAR AS NOTED COMPUTER OUTLET, CONNEC770N AS REQUIRED. ® INSTALL 18" ABOVE FINISHED FLOOR. TELEPHONE OUTLET, CONNEC7ION AS REQUIRED. + INSTALL 18" ABOVE FINISHED FLOOR UNLESS ow OTHERWISE NOTED. W INDICA7E•S INSTALLA77ON A AT 48" ABOVE FINISHED FLOOR. FLOOR MOUNTED TELEPHONE OUTLET /'\ COAINEC77ON AS REQUIRED. f V 1 FIRE ALARM PANEL �./ PANELBOARD PF MISCELLANEOUS EQUIPMENT VAR DISCONNECT SWITCH (PLAN WEW) Ej LOCAL CON7ROL STA77ON (CONDUIT & WIRING AS REO'D) I LCP ® MAGNE77C MOTOR STARTER �l COMBINA770N MAGNE77C STARTER (PLAN WEW) VT ✓B RACEWAY BOX "JB" JUNCTION BOX AT WHO MANHOLE hiH" HANDHOLE *PB" PULLBOX TB" TERMINAL BOX 7D2 PSL QO1 nBB INSTRUMENT I,E "P$' PRESSTAPE SW7W (LON) SH' "LLEVEL SYWTCH (H16H) CRI-2 "SV" SOLENOID VALVE —'Ii_ "LSE' LEI�EL SWITCH (LOW) O THERMOSTAT HEAT DETECTOR �O OSMOKE DETECTOR 0q:*0 KILOWATT HOUR MEIER W17H DEMAND REGISTER AMMETER VOL TME7ER POWER FACTOR METER VARMETER AMMETER SWITCH, VS - VOLTMETER SWITCH LOCAL CONTROL PANE? WATT TRANSMITTER VOLT TRANSMITTER AMP TRANSMITTER CONTROL RELAY OR COIL EXAMPLE TD2 77ME DELAY RELAY NO. 2 CRl CONTROL RELAY NO. 1 Ml STARTER NO. 1 MAIN COIL N.O. C1aVTACT CONma RELAYNa 1, CONTACT NO. 2 N.C. CONTACT, COWIRO'_ RELAYNO, 2, CONTACT NO. 1 NORMALLY OPEN LIMIT SWITCH NORMALLY CLOSED LIMIT SWITCH - FLOAT TYPE LIQUID LEVEL SWITCH, o CLOSING ON RISING LEVEL FLOAT TYPE LIQUID LEVEL SWITCH, OPENING ON RISING LEVEL O�O VACUUM OR PRESSURE SITCH, CLOSING ON RISING PRESSURE 0,T^0 VACUUM OR PRESSURE SWITCH, OPENING ON RISING PRESSURE O�O TEMPERATURE ACTUATED SWITCH: CLOSING ON RISING TEMPERATURE -p TEMPERATURE ACTUATED SWITCH: OPENING ON RISING TEMPERATURE NORMALLY OPEN PUSH-BUTTON. O O MOMENTARY CLOSE NORMALLY CLOSED PUSH-BUTTON Q I O MOMENTARY OPEN J® N.O./N,C. MAINTAINED PUSH-BUTTON ON, OFF 7K49-POS177ON SELECTOR STITCH: H - NAND, M - MANUAL, R - R6VOT& L - LOCAL O O A - AUTOMA77C, O - OFF - H 01 A THREE POS177ON SELECTOR SWITCH, — — (SAME AS ABOVE) THREE-POS177ON SPRING RE7TIRN-TO-CENTER — — MOMENTARY CONTACT SWITCH ('LATCH -UNLATCH', _ "ON -OFF; ETC.) ® SINGLE POLE TOGGLE SWITCH, (ON -OFF- ETC.) J_ GROUND CONNECTION OL OVERLOAD RELAY CONTACTS (MAGNE77C) ® FUSE R INDICA77NG LIGHT - A -AMBER OP -OPALESCENT B-BLUE P-PURPLE C-CLEAR R-RED G-GREEN W-WHl7E NE -NEON Y-YELLOW O-ORANGE —a R PUSH-TO-7EST INDICA77NG LIGHT ETM ELAPSED 77ME METER NEATER —� — CROSSING OF CONDUCTORS - NOT CONNECTED j CONNECTION OF CONDUCTORS, FT T77NG AS REQUIRED f DISCONNECT STITCH (SCHEMAT7C) FIELD 7ERMINA77ON (DEWCES) — REMO7E WIRING —�-- FUSE —— OVERLOAD COIL i — BATTERY 77MED CONTACTS - CONTACT AC77ON DELAYED AFTER COIL IS.• Oy,_ O /le NORMALLY OPEN W?77-1 77ME DELAY CLOSING NORMALLY CLOSED WITH TIME DELAY OPENING DE -ENERGIZED O NORMALLY OPEN W9TH INSTANT CLOSING AND 77ME DELAY OPENING NORMALLY CLOSED WITH INSTANT OPENING AND 77ME DELAY CLOSING __,.._._._._. DESIGNED BY: L. SMITH DRAWN BY: '":;^,- W. SWANN "' Cmv Dresser &McKee IL1c. ----- — SHEET CHK'D BY: L. SMITH 1701 State Road AIA, Suite 301 CROSS CHK'D BY: 4wvam Vero Beach, FL 32963 APPROVED BY: Tel: 561-231-4301 REV. License No. EB-00000-20 NO. DATE DRWN CHKD REMARKS DATE: MARCH 2O00 A AMPERE MA MILLIAMPS AC ALTERNATING CURRENT MAN MANUAL AHU AIR HANDLING UNIT MAX MAXIMUM AIC AVAILABLE FAULT CMENT (SYMMETRICAL) MCC MOTOR CONTROL CENTER AUTO AUTOMA77C MIN MINUTES, MINIMUM AUX AUXILIARY MLO MAIN LUGS ONLY AWG AMERICAN WIRE GAUGE MOV MOTOR OPERATED VALVE BKR BREAKER MT, MID MOUNT, MOUNTED BLDG BUILDING "IS MANUAL 7RANSFER SWITCH CAP CAPACITOR N NEUTRAL CB CIRCUIT BREAKER NA NON -AUTOMATIC CKT CIRCUIT NC NORMALLY CLOSED CO CONTACTOR NEC NATIONAL !ELECTRICAL CODE CP CONTROL PANEL NO NORMALLY OPEN, NUMBER CPT CONTROL POWER TRANSFORMER N IS NOT TO SCALE CR CONTROL RELAY (MACIVETCALLY HELD) CT CURRENT TRANSFORMER OL OVERLOAD RELAY CU COPPER, CONDENSER UNIT P POLE DC DIRECT CURRENT PC POWER COIVD17IONER DIA DIAMETER PF POWER FACTOR DISC DISCONNECT PH, 0 PHASE DPDT DOUBLE POLE DOUBLE THROW PNL PANEL DWG DRAWING PRI PRIMARY PT P07EN77AL TRANSFORMER EMERG EMERGENCY PVC POLYVINYL CHLORIDE EUT ELECTRICAL METALLIC TUBING EP EXPLOSION -PROOF REQ'D REQUIRED EXIST EXIS77NG RGS RIGID GALVANIZED STEEL FT FEET RTU REMOTE TERMINAL UNIT FPL FLORIDA POWER AND LIGHT RVNR REDUCED WKTAGE NON -REVERSING COMPANY SBT SOUTHERN BELL TELEPHONE COMPANY FIR FULL VOLTAGE REVERSING SEC SECONDS, :SECONDARY FVNR FULL VOLTAGE NON -REVERSING SH SHIELDED G GROUND SPOT SINGLE POLE DOUBLE THROW CA GAUGE SPECS SPECIFICATIONS GAL GALVANIZED SPST SINGLE POLE SINGLE THROW GEN GENERATOR SSSS SOLID-STATE SOFT START GFCI GROUND FAULT CIRCUIT IN7ERRUPTING SIR STARTER HID HIGH INTENSITY DISCHARGE 78 TERMINAL BLOCK HOA HAND-OFF-AUTOMA77C TC TERMINAL CABINET HP HORSEPOWER 7R 7RANSFORMER HPS NIGH PRESSURE SODIUM TYP TYPICAL HVAC HEA77NG 1,07TLA77ON AIR CON017IONING UG UNDERGROUND NZ HERTZ V VOLTAGE, VOLTS IMC INTERMEDIATE METAL CONDUIT VAR VOLT-AMPERE REACTIVE, VARIES I/O INPUT/OUTPUT VFO VARIABLE FREQUENCY DRIVE W WATTS, WIRE K KEY, KEY OPERATED W/ W TH KCMIL THOUSAND CIRCULAR MILS WP WEATHERPROOF KV KILOVOLT XFMR IRANSFORMER KVA KILO (1000) VOLT AMPS XM7R TRANSMITTER KW KILOWATTS KWH KILOWATT HOUR LA LIGHTNING ARRESTOR LCP LOCAL CONTROL PANEL LTG LIGH77NG ST LUOIE OOUNTY T LUCIE COUNTY, FLORIDIA QP � V II L1S INSTRUMENTATION WIRING SCHEDULE AE 1-21C #16 SHIELDED (TYPE C) CABLE IN L F!1/2" 2#14 AND 1#14G IN 3/4" CONDUIT CONDUIT AlT 1-2/C #16 SHIELDED (TYPE C) CABLE IN 3/4" CONDUIT O 2#14 AND 1#14G IN 1/2" CONDUIT CS - 1-2/C #16 SHIELDED (TYPE C) CABLE AND SOL - 2#14 AND 1#14G IN 3/4" CONDUIT 4#14 (TYPE B) CABLE IN 1" CONDUIT 2#14 AND 1#14G IN 1/2" CONDUIT N O1-2/C #16 SHIELDED (TYPE C) CABLE IN 1/2" CONDUIT /O I rc 1-3/C #16 SHIELDED (TYPE C) CABLE IN 1/2" CONDUIT FlT 1-2/C #16 SHIELDED (TYPE C) CABLE IN 71T 1-2/C #16 SHIELDED (TYPE C) CABLE IN 3/4" CONDUIT 3/4" CONDUIT q FS 2#14 AND 1#14G IN 3/4" CONDUIT XE 1-3/C #16 SHIELDED (TYPE C) CABLE IN 1/2" CONDUIT LE 1-2/C #16 SHIELDED (TYPE C) CABLE IN 1/2" CONDUIT XSH 2#14 AND 1#14G IN 3/4" CONDUIT L!T 1-2/C #16 SHIELDED (TYPE C) CABLE IN 3/4" CONDUIT H 2#14 AND 1#14G IN 3/4" CONDUIT S-11 21114 AND 1#140 IN 3/4" CONDUIT ZS 2#14 AND 1#14G IN 3/4" CONDUIT SH 2#14 AND 1#14G IN 3/4" CONDUIT Z50 2#14 AND 1#14G IN 3/4" CONDUIT LSL 2#14 AND 1#14G IN 3/4" CONDUIT vfINSTALL TELEPHONE CABLE IN 3/4" CONDUIT AS REQUIRED BY THE EQUIPMENT P/T 1-2/C #16 SHIELDED (TYPE C) CABLE IN ® INSTALL COMPUTER CABLE IN 3/4" CONDUIT AS REQUIRED BY THE EQUIPMENT 3/4" CONDUIT QV CCTV JUNC77ON BOX (PROVIDE CAMERA AND WIRING PSH 2#14 AND 1#14G IN 3/4" CONDUIT O IN 3/4"C TO OFFICE A216) PAGING / INTERCOM JUNC77ON BOX (PROVIDE SPEAKER AND WIRING IN 3/4"C TO TEL. SYSTEM) NOTES: 1. WIRING FOR THE ABOVE LISTED DEVICES IS NOT DESCRIBED IN THE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THIS WIRING SCHEDULE, ANY OTHER SIMILAR DEVICES WHICH REQUIRE WIRING BUT ARE NOT LISTED IN THE ABOVE SCHEDULE SHALL BE WIRED SIMILARLY. 2. PROVIDE 2#12 AND 1#12G IN 3/4" CONDUIT TO THOSE DEVICES REQUIRING 120 VOLT POWER. THESE ARE INDICATED ON THE DRAWINGS BY A HOMERUN FROM THE DEVICE TO A PANEL, A SINGLE POLE SWITCH SHALL BE INSTALLED TO DISCONNECT THE INSTRUMENT FROM ITS 120 VOLT POWER SUPPLY WHERE INDICATED ON THE DRAWINGS. THESE SWITCHES ARE TO BE INSTALLED ON OR NEAR THE INSTRUMENTS AS DICTATED BY FIELD CONDITIONS. 3. PROVIDE EMPTY CONDUIT FOR FUTURE DEVICES WHERE INDICATED ON THE DRAWINGS. UTI= m Im utdrkk LL 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL —BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. 2. THE INSTALLATION SHALL MEET ALL REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL CODES HAVING JURISDICTION. 3. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER & CONTROL, WHETHER OR NOT INDICATED ON PLANS. 4. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND UNUSED AND U.L. LISTED. 5. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE UNLESS OTHERWISE SPECIFIED. 6. COORDINATE ALL EQUIPMENT LOCATIONS WITH THE ENGINEER AND MECHANICAL CONTRACTOR BEFORE ANY INSTALLATION. ALL EQUIPMENT DIMENSIONS AND CONDUIT OPENINGS SHALL BE VERIFIED WITH THE MANUFACTURER'S APPROVED SHOP DRAWINGS PRIOR TO FORMING CONCRETE WORK. 7. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED. 8. COORDINATE REQUIREMENTS OF ADMINISTRATION BUILDING LIGHTNING PROTECTION, SECURITY, AND TELEPHONE / PAGING SYSTEMS AND PROVIDE ALL RACEWAYS, JUNCTION BOXES, ETC. NECESSARY FOR THE INSTALLATION OF THESE SYSTEMS THROUGHOUT THE FACILITY. LARRY M. SMITH, P.E. No. 45997 State Avth. *8228 'H4 cskwu4t * Blvd, 8uglo 104 Fast Pi4km �1&4h, FI 33417 (81) W ° - ` fax (661) 018-3812 PROJECT NO. 6277-25409 FILE NAME: S99028-ELDING t,'cs non. ,+ �"' pyre k .t ' Ek:a' T' 2a °�' s, nr:sn ` e �', t ry NE SHEET N0. I ) 15A,3F I I I I I SPACE EF-14 20" )15A,3P 15A,3P I I Ti EF-13 20" SCALE: EF-12 15A,31P )15A,3P )15A,3P 15A,3P I I I TI Ti Ti T 20" EF-10 Fw7 20" PS FUTURE r AUTOMATIC — — — — — — — — — MOTOR CONTROL CENTER NO. 1 (MCC-1) — — — — — — — — _ _ I -- — —TRANSFER SWITCH _ _ _ MAIN BREAKER 1200A, 48OV, 30, 4W BUS, 25,000AIC I — — — I— — — — 15A,3P 15A,3P 15A,3P 15A,3P 225A,3P 225A,3P 400A,3P 400A,3P v v% Y I I I 400/5 40D/5 {3) PM (3)`j PM ( I I 9 I I I a TB MLO I I I I I I 'B I I _ 0 - 15A,3P _ ) 15A,3P I II EF-8 EF-7 25" 4 EF-6 EF-5 15A,3P 1200/5 P9 P8 P7 ' I L (3) i P15 P14 P13 I I I I PANEL I P3 I 200/1) I BALER N0. 2 ELE' N0. 1 H CONTROL TROL3 3 3 1 3 PNENEL 25A, ML I I i I BREAK GLASS STATION (SHUNT TRIP) EF-4 EF-3 EF-2 EF-1 129.7KVA P10 (SEE WIRING DIAGRAM) (SEE WRING DIAGRAM) I / • 1----L • 480 ®/120V 1R1TRANSFORMER I P6 LA 1200A 3P P12 50K A WYE P4/I C (25,000AIC) P11 (_`�—�II --- ----I —� 400A, 3P PANEL PANEL ( I WALL MOUNTED I I P27 L E > CIRCUIT BREAKER ®_ 25A, MC 25A, MC —1 (NEMA 1 ENCLOSED) ( I e F—y_ ,7 P1 25.8KVA 31.OKVA I I P2 I I SINGLE LINE POWER DIAGRAM TO PANEL "MDP" FUTURE STANDBY L_ _ —f ADMINISTRATE BUI POWER GENERATOR P30 ( ON LDING) (I12.7KVA) P34 BALER CONTROL PANEL IIELDED CONTROL CONTROJL 0 100 10 70 7.5 7.5 INTROL BALER BALER FEED FEED COUNTER- OIL COOLER PUMP PUMP CONVEYOR CONVEYOR PRESSURE COOLER FAN NOA NO.2 NOA NO.2 PUMP PUMP NOA �.g DESIGNED BY: L. SMITH �`§ £"" _... _.�.� —...— DRAWN BY: W. SWANN y� McKee Camp Dresser & McKI ee m, SHEET CHK'D BY: L. SMITH rawAft CROSS CHK'D BY: 1701 State Rood AIA. Suite 301 I Vero Beach, Ft. 32963 APPROVED BY: Tel: 561-231-4301 REV. License No. EB-00000-20 NO. DATE DRWN CHKD REMARKS Dare: MARCH 2O00 "II! I; LOAD - CALCULATIONS: BALER NO.1 = 270KVA BALER NO.2 = 270KVA EXHAUST FANS = 42KVA PANEL 'H' = 130KVA PANEL 'L' = 26KVA PANEL 'E' = 31KVA TOTAL = 769KVA = 922A ® 48OV, 30 X 1.25 = 1,153A THEREFORE A 1,200A SERVICE IS ADEQUATE P41 FPL SERVICE TRANSFORMER 480/277V, 30, 4W, WYE 50OKVA, Z-5% P45 )-Y TO FPL SERVICE POLE I1.5 7.5 3 4 10 1 4 4 � 1 1 COOLER FAN NEEDLE DEVICE WIRE TWISTER WIRE CUTTER DUST COLLECTOR DUST COLLECTOR CLEANING CONVEYOR CLEANING OIL CONVEYOR HEATERS SOUND PROOF SOUND PROOF 0.2 ROTARY NO.1 NO.2 FAN N0.1 FAN NO.2 (TYPICAL FOR BALER NO.1 AND BALER NO.2 CONTROL PANELS) NOTES: 1. CONDUIT TAGS ARE SHOWN FOR BALER NO.1 ONLY 2. PRO:"DE EMPTY CONDUITS W/ PULL STRINGS. WIRING SHALL BE PROVIDED AND INSTALLED BY THE BALER SUPPLIER. VALVE MIT 1,131 3 N L, Nam. POWER `?- F 004 LARRY M. SMITH, P.E. No. 45997 ep ,Strata Auth" ab=S 5114 Okeeahoboo 61vdL, Sulte *3 Waal: Palm 091„ R 33417 (601) 1 c a l Was, (661) U-i PROJECT NO 6277-25409 FILE NAME: SHEET NO. E-3 4/ U uu Qtj WIRE STORAGE E-7 -\ — — — — — — — — — — — — — — — — — — — — — — — — P4 C1— — — — — — — EXHAUST FAN IN WALL (EF-16) DESIGNED BY, L. SMITH DRAWN BY: W. SWANN SHEET CHK'D BYe L. SMITH CROSS CHK'D BY: APPROVED BY: REV. DATE DRWN CHKD REMARKS MARCH 2O00 NO DATE: 19 WALL SWITCH WIRED IN �j E-9 3/4"C EMPTY/ I FAT BAT' E-21 I CHAI 1 1/20C EMPTY r—� RE FUTURE FU 500 L@ALTEBJ �l — GALLON i GENERATOR r ROOM FUTURE STANDBY PO1 DIESEL I GENERATOR FUEL TANK I--- C2— ------------00�------- �FUTU ---- I --------- I ------ I JACK - — — — -� 3/4"C EMPTY - HEAT E-23 FUTURE E-25,27 SPACE HI FPL t C®M Camp Dresser & McKee Inc. 1701 State Road AIA. Suite 301 ipra t Vero Beach, Ft. 32963 Tet: 561-231-4301 License No. EB-00000-20 WP/(ICI -�. � , 30A 30A2P CU-1 E-19 _ I E 15,��117 \\\��3#8 & 1 #10 G-1 "C �\— — — — — — — -----------------------(------; I \ / I P2 AiN 0 I i i TER EXHAUST FAN IN WALL (EF-17) FPL PADMOUNTED TO FPL TRANSFORMER — SERVICE POLE Pt) � MCC BUILDING POWER AND CONTROL PLAN SCALE: 1/4 "=l'-011 ST LUCIE COUNTY ST WCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY L LARRY M. SMITH, P.E. No. 45997 5114 Okeechobee Blvd, Suite 104 West Pdm Beach, FI 88417 (581) 616-3911 fax (681) 616-3912 PROJECT NO. 6277-25409 FILE NAME: S99028_E4.DWG SHEET NO. E-4 w z J DESIGNED BY: L. SMITH DRAWN BY, W. SWANN SHEET CHK'D BY: L. SMITH CROSS CHK'D BY: APPROVED BY: REV. DATE I DRWN I CHKD REMARKS DATE: MARCH 2O00 NO. SCALE: 1/4"=1'-0" CDM Camp Dresser & McKee Inc. amunfivan 1?01 State Road AIA, Suite 301 gpnsIft Vero Beach. FL 32963 Tel: 561-231-4301 License No. EB-00000-20 ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY w Z I NOTES: 1. THE NUMBER AND ARRANGEMENT OF LIGHTING AND RECEPTACLE CIRCUITS SHALL BE AS INDICATED ON THE DRAWINGS AND ON THE PANEL SCHEDULE. 2. WHERE ONLY THE CIRCUIT IDENTIFICATION IS SHOWN ADJACENT TO A RECEPTACLE OR LIGHTING FIXTURE THE FOLLOWING SHALL APPLY: PROVIDE AND INSTALL 2#12 & 1#12EG-3/4"C FOR EACH SEPARATE CIRCUIT INDICATED. 3. WIRING BETWEEN LIGHTING FIXTURES AND BETWEEN FIXTURES AND SWITCHES IS NOT SHOWN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CONDUCTORS WITHIN THE RACEWAYS FOR CIRCUITING AND SWITCHING OF FIXTURES AS INDICATED ON THIS DRAWING AND ON THE PANEL SCHEDULE. 4. ALL EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO THE "HOT LEG" OF THE NEAREST LIGHTING CIRCUIT. 5. ALL EXIT SIGNS SHALL BE WALL MOUNTED ONE FOOT ABOVE THE DOORS. c C ItIf c - LARRY M. SMITH, P.E. No. 45997 ��tlth €n-Inoarin consultants,lnc. State Auth. •8228 5114 Okeechobee Blvd, Suite 104 West Palm Beach, FI 33417 (561) 616-3911 fax (561) 016-3912 PROJECT NO. 6277-25409 FILE NAME: S99028_E5.DWG SHEET NO. 1 ---- .--------------......-.---- - - - -- - - ; I I -- I - M _ _ ;I I j W36V 6L-16 © i W 4 L-17 �L-16 I' V L-16 � L-15 L 17 l I © I O L-16 f ! ) I I { ! s• 8 L-15 ) -- ! L---1 V � I I 00000 ' L-16 ©6 2#10 & 1 #10 G-3/4"CIf j I I I -16 I I a I 00000 ; I I � ! a b' b 0 00 ; I I I ! H-13 H-15 9#1& 1 #10 G-3/4"C ' 2#10 & 1 #10 G-3/4"C I I I { ; 0000O I ! I I I I ! { I ' ! { I I j I I I I i l I i i ' L-16 L-16 I I I I ! j ! I I I TYPE "B" FIXTURE PENDANT I ! MOUNT T 45' ABOVE FINISH FLOOR TYPICAL OF 8) L- L-16 I © { jb L-15 o a a b I I I 0 0 I I I L 18 I BALER NO. 2 CONTROL PANEL LIGHT ! ALARM LIGHT BALER NO. 1 CONTROL PANEL (ALARM WA � � (ORLON WALL o 30ALON S ; o 0 WP - _ _ - L-15 W? BALING ROOM LIGHTING PLAN NOTES. SCALE: 3/16"=l'-0" 1. THE NUMBER AND ARRANGEMENT OF CIRCUITS SHALL BE AS INDICATED ON LIGHTING AND RECEPTACLE THE DRA%QNGS AND ON THE 3. WIRING BETWEEN LIGHTING FIXTURES AND BETWEEN SWITCHES IS NOT SHOWN. THE CONTRACTOR SHALL FIXTURES AND PROVIDE SUFFICIENT LARRY M. SMITH, P.E. No. 45997 Smith Engineering PANEL SCHEDULE. CONDUCTORS WITHIN THE RACEWAYS FOR CIRCUITING FIXTURES AS INDICATED ON THIS DRAWING AND ON AND SWITCHING OF THE PANEL SCHEDULE. Consultants,InC. 2. WHERE ONLY THE CIRCUIT IDENTIFICATION IS SHOWN ADJACENT TO A RECEPTACLE OR LIGHTING FIXTURE THE FOLLOWING SHALL APPLY: 4. ALL EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED State Auth. •8228 PROVIDE AND INSTALL 2#12 & 1#12EG-3/4"C FOR EACH SEPARATE TO THE SAME CIRCUIT. 8114 Okeechobee Blvd., Suite 104 CIRCUIT INDICATED. Wait Palm Beach, FI 33417 5. ALL EXIT SIGNS SHALL BE WALL MOUNTED ONE FOOT ABOVE THE DOORS. (561) 616-3911 fax ("11) 816-3912 DESIGNED BY: L. SMITH ®� CAP Dresser &McKee Inc. ST LUCIE COUNTY NT PROJECT 6277-25409 DRAWN BYe W. SWANN ST LUCIE COUNTY, FLORIDA FILE NAMEE:: S99028_E8.DWG SHEET CHK'D eri CROSS CHK'D BY: APPROVED BY: L. SMITH ..,p.o Te(: 5State gwafar Vero Beach, FL 32963 1-2 Road 111A, Suite 301 I Tel: 561-231-4301 License No. EB-00000-20 i ST LUCIE COUNTY BALING FACILITY BALING ROOM LIGHTING PLAN SHEET N0. �_� REV. NO. DATE DRWN CHKD REMARKS DATE: MARCH 2O00 1 L 00 =19 L— L-22 E1 E TO WALL SWITCH "e" —CO MONITORS (5' ON WALL) E-18 MCC-1 0 INSTALL 2'-0" BELOW TOP OF SLAB (TYP OF 4) 2#10 & 1#10 G-3/4"C H-25 TO WALL SWITCH "c" ALARM LIGHT — (BALER JAM) 30' HIGH ON WALL BALER NO. 2 CONTROL PANEL FEEDER — CONVEYOR NO. 2 BALER NO, 2 3/4"C EMPTY BALER NO. 2 CP JUNCTION BOX — ""RE SroR"` MOUNTED 4'-0" ON WALL (MAGNET) 1 ' ► I A T^I 1 i IL 11- /r PENDANT MOUNT ALL FIXTURES AT 1'-0" BELOW JOISTS (TYPICAL OF 18) K EF-71� - L� J (ON ROOF) 0A 3P MCC-1 11 TYPE "A" FIXTURES, SURFACE MOUNT BELOW CONVEYOR FRAME (TYPICAL OF 7) rj I(EF-9 ji MCC-1 0 INSTALL 2'-0" BELOW TOP OF SLAB (TYP OF FEEDER CONVEYOR NO. 2' BALER NO.w 3/4"C EMPTY BALER NO. h CP ALARM LIGHT (BALER JAM) 30' HIGH ON L-1 L-1 1( EF-6ji (ON ROOF) © MCC-1 H-23 I TO WALL SWITCH "f" 3 0 & 1 #10 G-3/4"C CLEF-8) (ON ROOF) 3 A,3P MCC-1 TYPE 'A" FIXTURES, SURFACE MOUNT BELOW CONVEYOR FRAME (TYPICAL OF 9) 0 & 1 #10 G-3/4"C TO WALL SWITCH "d" rim �I -27 I(EF-1 0J1 (ON ROOF) A,3P MCC-1 0 E1 L-24 CO MONITORS (5' ON WALL) E-16 MCC-1,38 L-19 13 —24 L-24 E1 -_-------- --- - -- ------ --_ _ - -- -- ----`a'— -- -- --- --' — L-1 13 =-- -- ------...----— -------------------------------------------------- ------- ----- ,_-_SEE--SHEET---E_--5--------------•-, t------------ ;----------------------_.—.----------------•-----__..___—_____--_---------, r —---- ----- ---- ------------------------•---•-- FOR CONTINUATION ; ;BALER N0. 1 7 ; SEE SHEET E-5 1 I I j ICONTROL PANEL #u;,1rC-1i ROOM i I FOR CONTINUATION i i 1►IC'tea"TOR I I SPARE PARTS I, t , i caRma ucc Roau JUINCTION BpX ' I I SHOP i ! MOUNTED 4'-0" ; ; I NOTES. ; I t ON WALL (MAGNE1. THE NUMBER AND ARRANGEMENT OF �IOHTING AND RECEPTACLE CIRCUITS SHALL BE AS INDICATED ON THE DRAWINGS AND ON THE PANEL. SCHEDULE. 2. WHERE: ONLY THE CIRCUIT IDENTIFICATION IS SHOWN ADJACENT TO TIPPING FLOOR ELECTRICAL. PLAN A RECEPTACLE OR LIGHTING FIXTURE THE FOLLOWING SHALL APPLY: PROVIDE AND INSTALL 2#12 & 1#12EG-3/4"C FOR EACH SEPARATE SCALE: 1/8" =1'— 0CIRCUIT INDICATED. 3. WIRING BETWEEN LIGHTING FIXTURES AND BETWEEN FIXTURES AND SWITCHES IS NOT SHOWN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CONDUCTORS WITHIN THE RACEWAYS FOR CIRCUITING AND SWITCHING OF FIXTURES AS INDICATED ON THIS DRAWING AND ON THE PANEL SCHEDULE. 4. ALL EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO SEPARATE CIRCUITS AS SHOWN. 5. ALL SKIT SIGNS SHALL BE WALL MOUNTED ONE FOOT ABOVE THE DOORS. L— E1 LARRY M. SMITH. P.E. No. 45997 Smith €nginse-ing Consultants,lnc. State Auth. •8228 8114 Okeechobee Blvd, State 104 West Palm Beach, FI 33417 (861) 618-3911 tax (681D 610-3912 DESIGNED BY: L. SMITH CDM cmp DIET McKee inn. ST LUCIE COUNTY PROJECT NO. 6277-25409 DRAWN BY: W. SWANN ST LUCIE COUNTY, FLORIDA FILE NAME: S99028_EIO.DWG SHEET CHK'D BY: L. SMITH „wnem SHEET N0. I TIPPING FLOOR ELECTRICAL PLAN SHEET 2 Ver State Road AIA, Suite 301 ST LUCIE COUNTY BALING FACILITY REV. CROSS CHK'D BY: aywallrw Vero Beach, Ft. 32963 Tel: 561-231-4301 E-9 NO. DATE DRWN CHKD REMARKS DATE; BY`License No. EB-00000-20 MARCH 2O00 J-BOX 1 MAIN 60A. 3P P.M TB L1 L2 30A, 3P M1 OL-1 To-��- � L3 GFR, 15A, 1 P LCB, 15A, 1 P CCB (T15A, 1 P PM 1 1000VA CPT 480:120V CONTROLS LEVEL SENSOR GFCI 30A, 3P M2 OL-2 2) (3 3.4)) PUMP#1 O3#2, & 1#6G-1 1/2"C O3#10, 1#10G-3/4"C O13.4 PUMP#2 PUMP CABLE FURNISHED WITH PUMP HAND OFF AUTO ETM 24" MIN. X00 M� R PUMP#1 AL OXO RUN LC1 L° 115R 0- a -I z I M 1 it 21SR OL'S m m U- f.- 2DN Z LLJ ~ POWER F 7® F 1 OFF ETM 8 I a 8 i AVAILABLE HAND AUTO LEVEL X00M� R PUMP#2 CONTROLS C2 010 OXO 11S;R RUN -II I M 2 ETM ETM r -I r 31SR -71 OL'S PUMPS LEAD LAG I M1 I I M2 z OFF ON ON :2 RUN RUN LEVEL LEVEL_ LEVEL 31,�R -RR 5" ( yy I OL RESETI I OL RESETI 1 W LAG PUMP ON LEVEL L `. 21IR HOA HOA TEST TEST' TEST PUMP#1 FAIL PUMP#2 FAIL 11��R W LEAD PUMP ON LEVEL w n 0 O OqA W PUMPS OFF LEVEL PUMP PUMP OL'S A PUMP#1 FAIL GFCI OL'S A PUMP#2 FAIL 41 SR 1 R HIGH LEVEL AL — 4 SI R HIGH LEVEL 4Ll_S 2#14 31SR , 3PB 3L1_S 2#14 21SR , 2PB �j 2Ll_S 2014 11SR , 1PB -� 1 LL_S 2 #14 LIFT STATION CONTROL PANEL SCHEMATIC RE NOV I DATE I DRWN I CHKO I REMARKS LAG PUMP ON LEVEL LEAD PUMP ON LEVEL PUMPS OFF LEVEL LIFT STATION CONTROL PANEL DEADFRONT INNER PANEL LAYOUT N.T.S. CIRCUIT BREAKERS PER SCHEMATIC EXTEND OL RESET BUTTON THROUGH PANEL 8" MIN. DEPTH DUPLEX RECEPTACLE LIFT STATION CONTROL PANEL COMPONENT LEGENDS- 1PB - PUMP OFF LEVEL TEST PUSH BUTTON 2PB - PUMP ON LEVEL TEST PUSH BUTTON CR1 - CONTROL RELAY ISR - INTRINSICALLY SAFE RELAYS ETM - ELAPSED TIME METER LA - LIGHTNING ARRESTOR ILLS - LIQUID LEVEL SWITCH (FLOAT TYPE) OL'S - OVERLOAD RELAY'S SC - SURGE CAPACITOR TB - TERMINAL BLOCK AL - ALARM LIGHT DESIGNED L. SMITH DRAWN BY:, W. SWANN CDM Camp Dresser & McKee Inc. SHEET CHK'D BY: L. SMITH CROSS CHK'D BY: aoislws11N1 Vert State Road AIA, Suits 301 �r Vero Beach, Ft. 32963 Tots 561-231-4301 APPROVED BYe License No. ES-00000-20 DATE: MARCH 2O00 (FRONT) LIFT STATION CONTROL PANEL 7 W/ J-BOX BELOW TO PANEL 'HFLOAT CABLES (4) I `�—LEVEL SENSOR CABLE PUMP-- -- 4 CABLES , , , , WETWELL HATCH LIFT STATION ELECTRICAL PLAN N.T.S. 2" DIA. ALUMINUM PIPE SUPPORT, 6061 T6, SCH 40 TO BE FILLED WITH CLEAN SAND AND CAPPED. THE PORTION OF PIPE SUPPORTS COVERED BY CONCRETE SHALL BE COATED WITH BITUMASTIC PAINT (8 MIL THICK).-7 APPROVED PRESSURE TYPE BRONZE CONNECTOR CLAMP. COAT WITH SCOTCHFIL AND TAPE WITH 3 LAYERS OF SCOTCH #33. 4" CONCRETE SLAB (2500 PSI) EXISTING GRADE-, 1 ST LUCIE COUNTY ST LUCIE COUNTY, FLORIDA ST LUCIE COUNTY BALING FACILITY 4z 6 CV :2 U.G. FEED TO PANEL 'H' LIFT STATION CONTROL PANEL I VALVE VAULT HATCH 1#6 IN 3/4" PVC SEAL CONDUITS AT CONTROL PANEL AND J-BOX W/DUCT SEAL AND/OR FOAM. SCH 80 PVC J-BOX W/CONNECTOR LUGS FOR PUMP AND FLOAT CABLES POURED CONCRETE BASE 2" CONDUITS TO WETWELL WELD GROUND ROD 5/8"x20' LONG ELECTRICAL SERVICE RACK DETAIL N.T.S. NOTE: SEE RISER DIAGRAM THIS SHEET FOR ADDITIONAL CONDUIT REQUIREMENTS. SITE LIFT STATION DETAILS LARRY M. SMITH, P.E. No. 45997 C 0�nitl 1n, Ineffin9 Consultants,lnce State Auth. •8228 8114 Okeechobee Blvd., Suite 104 West Palm Beach, FI 33417 (561) 616-3911 fax (581) 816-3912 PROJECT NO. 6277-25409 FILE NAME: SHEET NO. E-10 a C STEEL H2O RATED COV VANIZED EL FRAME NOTES: �A PULL BOX SHALL BE BROOKS PB2424 WITHOUT FLOOR, PROVfiDE 8" GRAVEL BASE FOR DRAINAGE. © COVER SHALL BE MARKED "ELECTRIC" WITH BEADED WELD. ® LIFTING EYE W/ 1/2' HEX BOLT D� KNOCKOUTS AS REQUIRED. 1" PULLING EYE (4 REQUIRED) V. NO. I DATE I DRWN I CHKD I REMARKS DESIGNED BY: L. SMITH DRAWN BYe W. SWANN SHEET CHK'D BY: L. SMITH CROSS CHK'D BY: APPROVED BYa DATE: MARCH 2O00 Anu rw�iAr ".ri.r /•'5MH120/DB-P/HDS _NON #SM2 --"j CONCRETE BASE 2500 LB. SAC-•CRETE MIX ^P°AdE.MAL ELECTRIC MODEL DSMT24M0M1GMC3DB (150W, HPS) P'VC .LASS III PRESTRESSED BETE POLE ALUMINUM JUNCTION WITH BLANK COVER AND HOLDER H GRADE f0 PVC ROD 5/8"DIA x 10'-0" ,LAD STEEL LIGHT POLE DETAI 3 NTS E-2 N-._00) NOTE: PROVIDE CERTIFICATION FOR 11OMPH WIND LOAD �q "" 1 Carap Dresser & McKee hic. MWAMV 1701 State Road A1A. Suite 301 Vero Beach, Ft. 32963 Tet: 561-231-4301 License No. EB-00000-20 C.B. T 1I—� L. I480 VOLT 3 PHASE 'OIL" °- --o '+oU-120 VOLT CPT HAND OFFAUTO yc, xoo Ox0 0 X THERMOSTAT CO 1 --i 4— — CO 2 —II— — ILI QV I;•a1111 TYPICAL EXHAUST FAN CONTROL DIAGRAM (TYPICAL FOR FANS EF-1 THRU EF-14) 120V FROM PANEL 0 C * NUMBER OF CONTACTS TO EQUAL NUMBER OF CIRCUITS PLUS ONE SPARE CONTACT awl MISCEULANEOUS C-EMLnoo TO LIGHTS RUN LARRY M. SMITH, P.E. No. 45997 i►Itms cngin. "Ronsd ants,inc. tto Auth. ®8228 114 Oksochobwo biwdg Suits 10 r t Po6ti Bosse, Fl 33417 (1) 610-30,11 fax (61) OU-30 PROJECT N0, 6277-25409 FILE NAME: SHEET NO. xas 1844, STEEL H2O RATED COV VANIZED EL FRAME NOTES: �A PULL BOX SHALL BE BROOKS PB2424 WITHOUT FLOOR, PROVfiDE 8" GRAVEL BASE FOR DRAINAGE. © COVER SHALL BE MARKED "ELECTRIC" WITH BEADED WELD. ® LIFTING EYE W/ 1/2' HEX BOLT D� KNOCKOUTS AS REQUIRED. 1" PULLING EYE (4 REQUIRED) V. NO. I DATE I DRWN I CHKD I REMARKS DESIGNED BY: L. SMITH DRAWN BYe W. SWANN SHEET CHK'D BY: L. SMITH CROSS CHK'D BY: APPROVED BYa DATE: MARCH 2O00 Anu rw�iAr ".ri.r /•'5MH120/DB-P/HDS _NON #SM2 --"j CONCRETE BASE 2500 LB. SAC-•CRETE MIX ^P°AdE.MAL ELECTRIC MODEL DSMT24M0M1GMC3DB (150W, HPS) P'VC .LASS III PRESTRESSED BETE POLE ALUMINUM JUNCTION WITH BLANK COVER AND HOLDER H GRADE f0 PVC ROD 5/8"DIA x 10'-0" ,LAD STEEL LIGHT POLE DETAI 3 NTS E-2 N-._00) NOTE: PROVIDE CERTIFICATION FOR 11OMPH WIND LOAD �q "" 1 Carap Dresser & McKee hic. MWAMV 1701 State Road A1A. Suite 301 Vero Beach, Ft. 32963 Tet: 561-231-4301 License No. EB-00000-20 C.B. T 1I—� L. I480 VOLT 3 PHASE 'OIL" °- --o '+oU-120 VOLT CPT HAND OFFAUTO yc, xoo Ox0 0 X THERMOSTAT CO 1 --i 4— — CO 2 —II— — ILI QV I;•a1111 TYPICAL EXHAUST FAN CONTROL DIAGRAM (TYPICAL FOR FANS EF-1 THRU EF-14) 120V FROM PANEL 0 C * NUMBER OF CONTACTS TO EQUAL NUMBER OF CIRCUITS PLUS ONE SPARE CONTACT awl MISCEULANEOUS C-EMLnoo TO LIGHTS RUN LARRY M. SMITH, P.E. No. 45997 i►Itms cngin. "Ronsd ants,inc. tto Auth. ®8228 114 Oksochobwo biwdg Suits 10 r t Po6ti Bosse, Fl 33417 (1) 610-30,11 fax (61) OU-30 PROJECT N0, 6277-25409 FILE NAME: SHEET NO. xas 1844, Q NOT TO SCALE 5/8" DIA. X 20'-0" GROUN^ ^^^ COPPEI GROUNI CABLE 4 E-4 CABLE TO ROD CONNECTION 1'' 6 NOT TO SCALE E-1.1. NO. T 0 SLAB TED FILER _° CAULK ENDS :ALL AROUND �. TYPICAL SO SIDES q. WALL NOT TO SCALE 0—Z ELECTRICAL MFG. TYPE GROUND ROD "DX" OR APPROVED EQUAL. a �.. , NEOPRENE NOT TO SCALE SLEEVE Q CONDUIT o v V7. . 7 a'. a V. a Q v 0 v .l7 G v' " v a,0 v d 41GI ,D NOT TO SCALE 1 ELECTRICAL EQUIPMENT CHAMFER EDGES 4" 4" 4" HIGH (TYPICAL) CONCRETE 4" CURB .4. .'. ''D •e:p..:p...e'�'p'. .:a..p.e',:a..p•a';.a' p: D '.Q,.;'e.p':p:e Q .. SEE PLAN FLOOR OPENING FLOOR SLAB (WHERE REQ'D) TYPICAL EQUIPMENT PAD NOT TO SCALE FEEDER CONDUCTOR TURN EAR UP AFTER — BINDING TO FEEDERS. 1 /4" 3/8$p LETTERS DEPRESSED INTO BRASS WITH STENCIL. n 1 3 4- � _3/4" HEAVY DUTY SELF-LOCKING TY—RAP 1 /4" DIA. 1 /8" DIA. 50-50 SOLDER WIRE. TAG TO BE MADE FROM 6# PER SQUARE FT. (1 /8" THICK) MIN. BRASS SHEET STOCK. TYPICAL FEEDER CABLE TAG NOT TO SCALE SHAPE TAG TO FEEDERS. GROUND RE TO EQUIP. GROUND LUG (S1rRAIGHT, 90', 45, OR AS R UIREDI) FINISH FL OR A .::: "N. . a TYPE TA CADWELD ° CONNECTION a a •,e, GROUND CONDUCTOR FITTING .4 fie•' D: P a'.De• D;' a A.' ✓ .aa. Q..'G COPPER a + GROUND GROUND CONDUCTOR o Q� ® CABLE NOTE: BOLTS SHALL BE INSERTED IN BOLT HOLES BEFORE CONNECTOR IS EMBEDDED. LARRY M. SMITH, P.E. No. 45997 GROUNDING INSERT 7 GROUND CABLE CONNECTION E-5 NOT TO SCALE c �+aNV ry W cy��, I� I �e �` M�r.e3a 'Aat�'h��et 01 0keoc a se Blvd., OUR* 104 o f IPati G� �ltl` h, A 33417 L. SMITH N ar DESIG ED BY. ..�_... � LUCIPROJECT N0. 6277 25409 �,( r W. SWANN P I & McKee I>1c. o FILE NAME: DRAWN BY:�FLORIDA Vero Beo231-433 -� SHEET CHK'D BY. 1701 Stole Rood AIA, Suite 301 EI z SHEET NO. 9 CROSS CHK'D BY: Vero Beach. Ft. 3gg63 � L. SMITH ITY APPROVED. BY: License No. EB-00000-20 EA 4 NO. DATE DRWN CHKD REMARKS DATE: MARCH 2O00 . NEW PVC SLE ► ° ° � FIRE RA JOINT F1L ' CONDUIT ICE M ""' -F--� m/ T - [l" r �v, r r 1` , r i r r , GFCI entry I� CF Il am DESIGNED BY: L. SMITH : �„ ms}.., DRAWN BY: W. SWANN �:Y Dresser & McKee Inc. SHEET CHK'D BY: L. SMITH oft" I maPbsobw OX90LVM 1701 State Road AIA, Suite 301 CROSS CHK'D BY: Vero Beach, Ft. 32963 Tel: 561-231-4301 APPROVED BY: License No. EB-00000-20 NO. DATE DRWN CHKD REMARKS DATE; MARCH 2O00 R RWI hl area abO (m) E CONNECT UIRT S1 , , r Stall kY.if:�• deck CCTV MONITOR, PIdPM HIRING AS RE9U U TO SYSTEM U ----------� SYMBOL LEGEND HOME RUN TO PANEL 'Pl', CIRCUITS 2,4,6, SHORT TICK MARKS INDICATE NUMBER OF PHASE CONDUCTORS. Pt-2.4,6 LONG TICK MARKS INDICATE NUMBER OF NEUTRAL CONDUCTORS. REFER TO PANEL SCHEDULES FOR WIRE SIZES. SIZE CONDUITS PER NEC. PROVIDE GROUND WIRE PER NEC IN EACH CONDUIT, HOME RUNS WITHOUT TICK MARKS SHALL BE 2#12&1#12G IN 1/2' CONDUIT. MOTOR OPERATED EQUIPMENT ® PANELBOARD 120/208V �30A 240V, 30A, 4 WIRE SINGLE RECEPTACLE 3P & 240V, 20A SINGLE RECEPTACLE 630A 120V, 30A SINGLE RECEPTACLE +18 AFFPUNLESSENOTEDEOTHERWISEOA. db GND. TYPE DUPLEX RECEPT. 12OV-20A. (MOUNTED 6' ABOVE COUNTER) 6 GND, TYPE DUPLEX RECEPT, 120V-20A, (TOP HALF SWITCHED) (fil6FCI GND. TYPE DUPLEX RECEPT. 12OV-20A. WITH INTEGRAL GROUND FAULT INTERRUPT PROTECTION �W' GND• TYPE DUPLEX RECEPT. 120V-20A, WITH WEATHERPROOF COVER. DISCONNECT SWITCH TELEPHONE OUTLET AT 18' A.F.F. (NOTE 6) 2 2=WITH TWO (2) JACKS -qc W=WALL MOUNTED AT 48' A,F,F. C=MOUNTED 6' ABOVE COUNTER TOP COMPUTER OUTLET AT 18' A.F.F. (NOTE 7) 2 2=WITH TWO (2) JACKS .4w W=WALL MOUNTED AT 48' A.F.F. C=MOUNTED 6' ABOVE COUNTER TOP Q CCTV JUNCTION BOX (PROVIDE CAMERA AND WIRING IN 3/4'C TO OFFICE A216) Q PAGING / INTERCOM JUNCTION BOX (PROVIDE SPEAKER AND WIRING IN 3/4'C TO TELEPHONE SYSTEM) ® SMOKE DETECTOR FAN SHUT -DOWN & REMOTE INDICATOR/RESET DUCT MOUNTED SMOKE DETECTOR `yam/ (PHOTO ELECTRIC TYPE) NOTES: I. COORDINATE OUTLET LOCATIONS WITH EQUIPMENT AND FURNITURE OPENINGS. REFER TO ARCHITECTUAL PLANS FOR COUNTER AND SHELF ELEVATIONS. 2. JUNCTION BOXES ARE NOT SHOWN. PROVIDE AS NECESSARY TO MEET THE REQUIREMENTS OF THE INSTALLATION. 3. LOW VOLTAGE A/C CONTROLS AND WIRING ARE INCLUDED IN DIVISION 15 WORK AND ARE NOT PART OF DIVISION 16 REQUIREMENTS, 4, ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE WALLS SHALL BE SEALED IN ACCORDANCE WITH CODE REQUIREMENTS. 5, SEE RISER DIAGRAM ON SHEET E-3A FOR ADDITIONAL CONDUIT AND WIRE REQUIREMENTS. 6. PROVIDE 3/4' EMPTY CONDUIT TO THE TELEPHONE ROOM FOR EACH TELEPHONE OUTLET, 7. PROVIDE 3/4' EMPTY CONDUIT TO THE COMPUTER ROOM FOR EACH COMPUTER OUTLET. LARRY M. SMITH, P.E. No. 45997 state Auth.04=8 � ® 1 33417 PROJECT NO. 6277-25409 FILE NAME: SHEET NO. E-1 NO. I DATE I DRWN I CHKD REMARKS 2M 4 FIRST FLOOR LIGHTING PLAN orth SECOND FLOOR LIGHTING PLAN orth SCALE:1 /8"=1'-0" DESIGNED BY: L. SMITH DRAWN BY: W. SWANN SHEET CHK'D BY: L. SMITH CROSS CHK'D BY: APPROVED BY: DATE:—_ MARCH 2O00 p Dresser & McKee Inc. ffohwpv 1701. State Rood AIA, Suite 301 Vero Beach, Ft. 32963 Tel: 561-231-4301 License No. EB-00000-20 SCALE:1 /8"=1'-0" th SYMBOL LEGEND HOME RUN TO PANEL 'P1', CIRCUITS 2,4,6. SHORT TICK CK MARKS INDICATE NUMBER OF PHASE CONDUCTORS. LONG TICK MARKS INDICATE NUMBER OF NEUTRAL CONDUCTORS. REFER TO PANEL SCHEDULES FOR WIRE SIZES. SIZE CONDUITS PER NEC. PROVIDE GROUND WIRE PER NEC IN EACH CONDUIT. HOME RUNS WITHOUT TICK MARKS SHALL BE 2#12&1#12G IN 1/2" CONDUIT. ® FIXTURE TYPE DESIGNATION S SINGLE POLE SWITCH ("WP" WEATHERPROOF COVER) S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH 2'x4' LAY -IN FLUORESCENT FIXTURE 2'x4' LAY -IN FLUORESCENT FIXTURE W/ EMERGENCY BATTERY BALLAST 2'x2' LAY -IN FLUORESCENT FIXTURE ry, 11 2'x2' LAY -IN FLUORESCENT FIXTURE W/ EMERGENCY BATTERY BALLAST 1'x4' VAPORTIGHT FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FIXTURE RECESSED IN CEILING OR SURFACE MOUNTED ON CEILING Y WALL MTD. LIGHTING FIXTURE 0 r-f EMERGENCY LIGHTING FIXTURE I EXIT SIGN, FACES AND DIRECTIONAL ARROWS AS SHOWN NOTES: 1. THE NUMBER AND ARRANGEMENT OF LIGHTING CIRCUITS SHALL BE AS INDICATED ON THIS DRAWING AND ON THE PANEL SCHEDULE. 2. WIRING BETWEEN LIGHTING FIXTURES AND BETWEEN FIXTURES AND SWITCHES IS NOT SHOWN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CONDUCTORS WITHIN RACEWAYS FOR CIRCUITING AND SWITCHING OF FIXTURES AS INDICATED ON THIS DRAWING AND ON THE PANEL SCHEDULE. 3. ALL EXIT AND EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO THE "HOT LEG" OF THE NEAREST LIGHTING CIRCUIT. 4. VERIFY EXACT LIGHTING FIXTURE LOCATIONS WITH THE ARCHITECT/ ENGINEER PRIOR TO INSTALLATION, 5. LIGHT SWITCHES SHALL BE WIRED SUCH THAT THE LIGHT WILL BE OFF IN THE DOWN SWITCH POSITION, AND ON IN THE UP SWITCH POSITION. FOR 3 WAY AND 4 WAY SWITCHES THE LIGHTS WILL BE OFF WHEN ALL SWITCHES ARE DOWN OR UP. 6. ALL EXTERIOR FIXTURES SHALL BE CONNECTED TO A SINGLE CIRCUIT (L-9) VIA CONNECTOR C2. 7. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-3A FOR FIXTURE INFORMATION. LARRY M. SMITH, P.E. No. 45997 � C l l , 5114 Okeechoboo Ulvd., Sidle 104 West Palm Beach, PI 33417 (361) 616-3911 fax (861) 616-391 PROJECT NO. 6277-25409 FILE NAME: SHEET NO.