Loading...
HomeMy WebLinkAboutS.L. Annex Reg. Arch 03-045M CONSTRUCTION DOCUMENTS FOR: COUNTY OF ST. LUCIE ADMINISTRATIVE ANNEX -SOUTH WALTON ROAD; PORT ST. LUCIE SECTION 61, TRACT K PORT ST. LUCIE, FLORIDA - ?ea nd n 5 xu , w _ #wawCMLc;�.e 4 F e r; ,455FRE V I AT I ONS NOTE: NOT ALL ABBREVIATIONS ARE USED IN THIS SET ASV ABOVE ADA. AMERICAN DISABILITIES ACT ACT ACTUAL AFF ABOVE FINISHED FLOOR ANU AIR HANDLER (MIT Al2G1-I. ARCHITECTURAL BF. BI FOLD BLK BLOCK BLW BELOW BA.T. BOTTOM OF TRUSS CI. CENTER LINE CLC% CEILING CLOS_ CLOSET CMU CONCRETE MASONRY UNITS COL. COLUMN CONC, CONCRETE CSP1T. CASEMENT DSL, DOUBLE DIA. DIAMETER DECO. DECORATIVE OP DESIGN PRESSURE DR DOOR DW DISFI WASHER DW3 DRAIUMG E EAST EE EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.1. EXPANSION JOINT EQUIP EQUIPMENT EXT EXTERIOR EXIST. EXISTW-1 FGI. FMSNED CEILING LEVEL FR FIRE RATED FN FINISHED FFI. FM/SNED FLOOR LEVEL FL. FLOOR FRZ FREEZER Cxr GIRDER TRUSS GA. GAUGE GALV. GALVANIZED GFI GROUND FAULT INTERRUPT RS. ROOF SCUPPER CU . GLASS RUI. RAM WATER LEADER HDILM HARDWOOD 5 50UTN NGT. NEIGNr S.C. SOLID CORE NP5. HOOPS SD. SOAP DISPENSER HR HOUR SAD SLIDING GLASS DOOR NS NORIZONTAL SLIDING w SQUARE FOOT INS INSULATION SH SMG".E HUNG INT. INTERIOR SNr SHEET LG LONG SNTNG SNEATNMG LN LINEN SIM. SIMULATED LT. LC44T SK SINK M.G. MEDICINE CABINET Sfi, STAINLE58 STEEL MRH MEAN ROOF HEICsNT ST. STIRRUPS M.T. METAL THRESHOLD STL. STEEL MAX MAXftK STOP, STORAGE MFR MANUFACTURER SW SWITCH MICRO MICROWAVE MIL TEMPERED 6LASS MN MINIMUM TA. THROUGH OUT MA. MASONRY OPENING TAG. TOP OF COLUMN MONO. MONOLITHIC TDB.S. TOP OF BOND BEAM MR MIRROR TD.G.T. TOP OF GIRDER TRUSS NI.C. NOT IN CONTRACT TD.PL. TOP OF PLATE Mr METAL THRESNOLD LOS TOP OF SLAB N NORTH TD.T R TOP OF TIE BEAM O$D. OVERALL BUILDING DIMENSION TYP TYPICAL OD.P. OVERFLOW DRAIN PIPE UX0 UNLESS NOTED 077-EMU16E O.H. OVERI-IANKs UL UNDERWRITERS LABORATORIES O/C ON CENTER W WEST PU-! PAPER HOLDER WA. WEDGE ANCROR3 PI, PROPERTY LINE W/ WITH PIF POUNDS PER LINEAR FOOT W WATER CLOSET P6F. POINDS PER SQUAD FOOT 117. WOOD P51 POUNDS PER SOIARE INCH Wk WATER AS41ER P.T. PRESSURE TREATED WIUM. MELDED WIRE MESH PARTM PARTITION W/O WITH OUT FKT. POCKET PLYIlg7 PLYU000 REF. REFRIGERATOR RD. ROOF DRAM AFRCHITECTURAL ST M501_ LEGEND ROOM NAME ROOM NAME 100 ROOM NUMBER 3 INTERIOR A 2 LEVATION NO. SHEET NO_ (�)_-- WINDOW NO. X) X-X DOOR NO. ROOM NO. � � NO. REVISIONS TO DRAIUIWs 0 -0 ELEVATION (\ INDICATING EXTENT OF CHANCsEB MARK / 2 INSIDE OF CLOUDED AREA <�>__ KEY NOTE SECTION NO. j SHEET NO. LRGj U PARTITION TYPE i RETAIL ,A SHEET N—01. I L J INDEX OF DRAWINGS: CIVIL 5-1 BOUNDARY AND TOPOGRAPHIC SURVEY C-1 GENERAL NOTES C-2 SITE PLAN C-3 PAVING, GRADING AND DRAINAGE PLAN C-4 UTILITY PLAN C-5 EROSION CONTROL PLAN C-6 PAVING DETAILS C-1 DRAINAGE DETAILS C-8 PORT ST. LUCIE WATER 4 SEWER CONSTRUCTION STANDARDS C-9 PORT ST. LUCIE WATER 4 SEWER CONSTRUCTION STANDARDS C-10 SIGNING 4 MARKING DETAILS C-11 RECYCLE 4 DUMPSTER DETAILS L,AND5C,AFE L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS AND SPECIFICATIONS IR-I IRRIGATION PLAN IR-2 IRRIGATION DETAILS AND SPECIFICATIONS AfRCHITECTUfRAL CVS COVER SHEET A0.1 LIFE SAFETY PLAN AO2 ARCHITECTURAL SITE PLAN A03 ADA NOTES 4 DETAILS A0.4 PARTITION NOTES 4 DETAILS AOB SCHEDULES, WINDOW 4 DOOR DETAILS A0b FIRE PROTECTION STANDARDS AO.1 FIRE PROTECTION STANDARDS AO.8 SOFFIT/CEILING DETAILS A1.0 FIRST FLOOR PLAN AIJ SECOND FLOOR PLAN Al2 ROOF PLAN A2.0 FIRST FLOOR REFLECTED CEILING PLAN A2.1 SECOND FLOOR 4 TOWER REFLECTED CEILING PLANS A3.0 EXTERIOR BUILDING ELEVATIONS A3.1 EXTERIOR BUILDING ELEVATIONS A32 EXTERIOR BUILDING ELEVATIONS A33 LOBBY CROS5 SECTION A3.4 BUILDING CROSS SECTIONS A3.5 STAIR PLAN 4 SECTIONS A3.6 STAIR PLAN 4 SECTIONS All WALL SECTIONS 4 DETAILS A4.0 5TAIR/ELEVATOR/ROOF DETAILS A4.1 TYPICAL WALL SECTION 4 DETAILS A42 DETAILS SHEET A5.0 FINISH SCHEDULES A5.1 RESTROOM INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS A53 FINISH FLOOR PLAN (FIRST) 5.4 FINISH FLOOR PLAN (SECOND) A6.0 INTERIOR DETAILS STfRUCTUfR AL 5-1 FOUNDATION PLAN, STAIR SECTION 5-2 2ND FLOOR FRAMING, DETAILS 5-3 ROOF FRAMING, DETAILS 5-4 SCHEDULES 4NOTES 6-5 DETAILS S-6 BUILDING SECTIONS MECHANICAL M-1 MECHANICAL SPECIFICATIONS AND DETAILS M-2 SITE PLAN MECHANICAL M-3 FIRST FLOOR PLAN MECHANICAL M-4 SECOND FLOOR MECHANICAL M-5 ROOF PLAN MECHANICAL M-6 MECHANICAL DETAILS M-1 MECHANICAL DETAILS M-8 MECHANICAL CONTROLS ELECTfRICAL E-I ELECTRICAL SPECIFICATIONS AND SYMBOLS E-2 SITE PLAN ELECTRICAL E-3 FIRST FLOOR ELECTRICAL- LIGHTING E-4 FIRST FLOOR ELECTRICAL - POWER E-5 SECOND FLOOR ELECTRICAL - LIGHTING E-6 SECOND FLOOR ELECTRICAL - POWER E-1 ROOF PLAN ELECTRICAL E-8 ELECTRICAL RISER DIAGRAM E-9 ELECTRICAL RISERS AND DETAILS E-10 ELECTRICAL DETAILS AND SCHEDULES E-11 ELECTRICAL SCHEDULES E-12 ELECTRICAL SCHEDULES FLU„ BINC P-1 PLUMBING SPECIFICATIONS, SCHEDULES 4 FIRST P-2 FLOOR PLAN - PLUMBING P-3 SECOND FLOOR PLAN - PLUMBING P-4 ROOF PLAN - PLUMBING P-5 ISOMETRIC RISER DIAGRAMS - PLUMBING FIfRE FfROTECTION FP -I FIRE PROTECTION SPECS., SCHEDULES 4 DETAILS FP-2 FIRST FLOOR - FIRE PROTECTION FP-3 SECOND FLOOR - FIRE PROTECTION PROJECT TEAM: COUNTY OF ST. L.UCIE - CL.IENT PAUL JUL.IN, PROJECT MANAGER 2300 Virginia Ave., Fort Pierce, FL 34982 Phone: 712-462-1434 Fax: 112-462-1444 E-mail(S): JulinPeco.st-lucie.fl,us REG ARCHITECTS INC. - ARCHITECT 120 S uth Dixie Highway, Suite 201, West Palm Beach, FL 33401 Phone: 5 1-659-2383 Fax: 561-659-5546 E -ma i irrl S): JohnTaregarch com O'DONNEILL, NACCAiRATO, MIGNOGNA 4 JACKSON, INC - STE 321 15t Street Suite 200, West Palm Beach, FL 33401 Phone 5 1-835-91394 Fax: 561-835-8255 E-mail(S) awiederlvommnet U R G (URBAN RESOURCE GROUP) - LANDSCAPING DESIGN 601 21st Street Suite 400, Vero Beach, FL 329(0O Phone: 561-1-I0-3300 Fax: 5rol-118-3222 E-mail(S): shawnearochowskiakimleg -horn.com RELIABLE DESIGN 4 CONSULTING SERVICES INC_ - M.E-P. 5816 Ellis Hollow Rd. East.± Lake Worth, FL. 33463 Phone: 561-I049-0154 Fax: 561-649-0-155 E-mail(S): dpeterkinardcsinc.com KIl" IL .y HORNAND ASSOC. - CIVIL ENGINEERING 601 21st treet Suite 400, Vero Beach, FL 32960 Phone: 5 1-562-1981 Fax: 561-562-9689 E-mail(S): tom.goncge10kimleW-horn.com I D INCB DATA 'ILE OCCUPANCY GROUP "B° OCCUPANCY LOAD: N -ARCHITECTS -INTERIORS -PLANNERS I N C O R P O R A T E D RICK GONZALEZ, A.I.A. PRESIDENT AR-W14172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: AS DEFINED BY F.B.C. 2001 ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K AS DEFINED BY F.B.G. 2001 PORT ST. LUCIE F1. COVER SHEET GENERAL INFORMATION REVISIONS I NO. PERMIT SET ISSUED JANUARY 31. 2003 DATE 08-07-02 SCALE N/A DRAWN JET CHECKED REG REG No. 01062 ST. LUCIEOWNIP AND THESE DOCUMENTS & SPECIICATIONS ASSPECIFICATIONSSTRUMENTS OF SERVICE COUNTY ADMIN ANNEX ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADEFOR IS EXEQM OR NOT. THEY SH14L NO USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR AMMONS TO THIS TRACT "Ku PROJECT BY OTHERS, E(CEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. LOCATION CVS I OF31 G'Proj/Cann/01062/cvs PLANNING ZONING & ENGINEERING CITY OF PORT ST. LUCIE 121 SW PORT ST. LUCIE BLVD. PORT ST. LUCIE, FLORIDA 34984-5099 PLANNING: JOHN BARLOW (772) 871-5281 ENGINEERING: ROXANNE CHESSER, P.E. (772) 871-5177 WATER AND SANITARY SEWER PORT ST. LUCIE UTILITIES 900 SE OGDEN LANE PORT ST. LUCIE, FL 34983 MICHELE FOGEL (772) 873 —6400 ST. LUCIE HEALTH DEPARTMENT 5150 N.W. MILNER DRIVE PORT ST. LUCIE, FL 34983 VICTOR FALCONTI (772) 873-4931 FIRE DEPARTMENT ST, LUCIE COUNTY FIRE DISTRICT 2400 RHODE ISLAND AVE. FORT PIERCE, FL 34950 BUDDY EMERSON (772) 462-2300 ELECTRIC FLORIDA POWER AND LIGHT 1050 SE BRANDON CIRCLE PORT ST, LUCIE, FL 34952 JOHN FRIEDE (772) 337-7024 BUILDING DEPARTMENT CITY OF PORT ST. LUCIE 121 SW PORT ST. LUCIE BLVD. PORT ST. LUCIE, FLORIDA 34984-5099 BUILDING OFFICIAL: BRIAN HURLEY (772) 871-5132 PLANS EXAMINER: KEVIN HEMPEL (772) 871-5132 STORMWATER MANAGEMENT SOUTH FLORIDA WATER MGMT DISTRICT 3301 GUN CLUB ROAD WEST PALM BEACH, FLORIDA 33406-3089 HUGO CARTER (561) 686-8800 FLORIDA DEPARTMENT OF TRANSPORTATION 3400 COMMERCIAL BLVD. FT. LAUDERDALE, FLORIDA 33309 ALAN ROTHMANN (954) 777-4374 FAX (954) 677-7893 TELEPHONE BELL SOUTH 3300 OKEECHOBEE ROAD FORT PIERCE, FL 34947 ANJE DEOCAMPO (772) 460-4505 NATURAL GAS CITY GAS OF FLORIDA 1304 SW BAYSHORE BLVD. PORT ST. LUCIE, FL 34983 BOCK KREINHAGEN (772) 871-2551 CITY OF PORT ST, LUCIE SITE PLAN APPROVAL CITY OF PORT ST. LUCIE WATER AND SEWER PERMIT CIT OF PORT ST. LUCIE PAVING AND DRAINAGE PERMIT CITY OF PORT ST. LUCIE BUILDING PERMITS CITY OF PORT ST. LUCIE UTILITY CONNECTION PERMIT SFW1 D ERP AND WATER USE PERMITS FDEP UTILITIES PERMIT O 2002 Kimley—Horn and Associates, Inc. Kimley-Horn and Associates, inc. Suite 400 601 21 st Street Vero Beach, Florida ""0 Phone: 772-562-7981 Fax: 772-562 —9689 E.B. No. 696 C1 C2 C3 C4 C5 C6 C7 C8 CJ C1C C11 L1 L2 IR 1 IR2 S1 INEW GENERAL NOTES SITE PLAN PAVING, GRADING, AND DRAINAGE PLAN UTILITY PLAN EROSION CONTROL PLAN PAVING DETAILS DRAINAGE DETAILS PORT ST LUCIE WATER & SEWER CONSTRUCTION STANDARDS PORT ST LUCIE WATER & SEWER CONSTRUCTION STANDARDS SIGNING & MARKING DETAILS RECYLE & DUMPSTER ENCLOSURE DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS AND SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS AND SPECIFICATIONS BOUNDARY & TOP'OGRAPHIC SURVEY ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWIN GS . MAY HAVE BEEN DISTORTED DURING REPRODUCTION PROCESSES P02-158 No. 047477000 GENERAL CONS NOTES R CONSTRUCTION j WATER AND SEWER UTILITY NOTES PAVING GRADING AND DRAINAGE NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, - 1, .ALL PAVING, CONSTRUCTION. MATERIALS, AND WORKMANSHIP WITHIN 23. STD M TER RETENTION AND DETENTION STORAGE MUST BE EXCAVATED TO LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE MANHOLES, .GRAVITY SEWER LINES AND DOMESTIC WATER AND FLORIDA DEPARTMENT OF TRANSPORTATION'S (F.D.O.T.'S) RIGHT -OF- RO GH GRADE PRIOR TO BUILDING CONSTRUCTION OR .PLACEMENT OF CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS, WAY SHALL BE IN ACCORDANCE WITH F.D.O.T.'S SPECIFICATIONS AND IMP RVIOUS SURFACE WITHIN THE AREA SERVED BY THOSE SYSTEMS. AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT THE SITE PRIOR THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, STANDARDS. (LATEST EDITION) ADEQUATE MEASURES MUST BE TAKEN TO PREVENT SILTATION OF THESE TO BIDDING TO DETERMINE EXISTING CONDITIONS. HE SHALL CLEAR AND GRUB EQUIPMENT; MACHINERY, QOLS,MEANSOF-TRANSPORTATION AND LABOR THE TMENT SYSTEMS AND CONTROL STRUCTURES DURING CONSTRUCTION. ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE IN ACCORDANCE 2. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN SILTATION MUST BE REMOVED PRIOR TO FINAL GRADING AND STABILIZATION. ROOTS, MUCK AND ALL OTHER DELETERIOUS MATERIAL. WITH THE SHOWN, DESCR! ED AND REASONABLY INTENDED REQUIREMENTS OF THE COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH COUNTY - CONTRACT DOCUMENTS A14D THE CITY OF PORT ST. LUCIE WATER UTILITY DEPT. - SPECIFICATIONS AND STANDARDS. (LATEST EDITION) 24. THE CONTRACTOR MUST REVIEW AND MAINTAIN 2. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING T THE INFORMATION REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE A COPY DF THE ENVIRONMENTAL RESOURCE PERMIT COMPLETE WITH ALL AVAILABLE TO THEENGINEER AT THE TIME THE DRAWINGS ERE PREPARED 'CITY OF PORT ST, LUCIE JTILITY DEPT, REQUIREMENTS ARE NOT IN AGREEMENT, : 3. ALL UNPAVED AREAS IN EXISTING: RIGHTS -OF -WAY DISTURBED BY CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OW ER OR THE THE MOST STRINGENT SHALL GOVERN. CONSTRUCTION SHALL BE REGRADED AND SODDED. CONDITION AT THE CONSTRUCTION SITE, THE COMPLETE PERMIT MUST BE ENGINEER. GUARANTEE IS NOT. MADE THAT ALL EXISTING UNDERGROUND - AVAILABLE FOR REVIEW UPON REQUEST BY WATER MANAGEMENT DISTRICT UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE S OWN ARE 2. IALL EXISTING UNDERGRO ND UTILITY LOCATIONS SHOWN ARE APPROXIMATE '.. 40. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION REPRESENTATIVES. ENTIRELY ACCURATE. THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. .THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY RIGHT-OF-WAY SHALL CONFORM T0:' FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE LOCATION AND COORDINA ON IN ACCORDANCE WITH THE NOTES CONTAINED 25. THE CON RACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE CONTRACTORS RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES IN THE GENERAL CONSTRUCTION SECTION OF. THIS SHEET 1. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS', PR TECTT E COVER FOR EROSION AND SEDIMENT CONTROL ON ALL LAND ANY WORK IN THE VICINITY, FURTHERMORE THE CONTRACTOR SHALL BE FOR ROAD AND BRIDGE CONSTRUCTION 2000. WITH UNIT CONVERSION ', SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTORS 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, SUPPLEMENT, (a.k.a. STANDARD SPECS). PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL. UNDERGROUND UNLESS SHOWN OTHERWISE... DAYS AFTER FINAL .GRADING OF THE AFFECTED LAND SURFACE. A UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIA ILITY FOR ANY '.. 2. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN PERMANE14TVEGETATIVE COVER MUST BE ESTABLISHED WITHIN 60 DAYS DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN 4, DEFLECTION OF PIPE JOINS AND CURVATURE OF PIPE SHALL NOT EXCEED THE STANDARDS FOR CONSTRUCTION MAINTENANCE AND UTILITY OPERATIONS OF TS INSTALLATION. THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF ON THE STATE HIGHWAY SYSTEM UAN., 2000 WITH INTERIM STANDARDS BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN: : SUPPLEMENTS, (a.k.a. STANDARD INDEX). CONPLIANCE WITH ALL APPLICABLE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES INDICES IS REQUIRED. 26• SURFACE DEPOSITS OF ORGANIC SOILS (MUCK) EXISTING 1N AREAS OF THE SITE SHALL BE AFFECTED SHALL BE CONTACTED AND THEIR. PERMISSION OBTAINED REGARDING WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE '.. REMOVED OVER THEIR FULL DEPTH AND LATERAL EXTENT. THE DEMUCKING WILL NEED TO BE THE METHOD TO USE FOR SUCH WORK. TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 3. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION ACCOMPLISHED IN -THE -DRY SO THAT BOTTOM AND SIDESLOPE CLEANLINESS CAN BE VERIFIED MANUAL VOLUME I. CHAPTERS 2 AND 255, '�. ANC FILL DENSIFICATION ACHIEVED. -TEMPORARY DEWATERING REQUIRED FOR THIS PURPOSE 5. ALL PHASES OF INSTALLATION,A INCLUDING UNLOADING, TRENCHING, LAYING, SHALL B ACCOMPLISHED BY OPEN PUMPING, WELL POINTING OR A COMBINATION OF THESE 3. IT IS THE CONTRACTORS RESPONSIBILITY TO.CONTACT THE VARIOUS UTILITY AND BACKFILLING, SHALL BE DONE IN AFIRST CLASS .WORKMANLIKE MANNER. 4. FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT. DESIGN METHODS. UNLESS OTHERWISE DIRECTED BY THE OWNER, THESE SOILS SHALL BE STOCKPILED COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR ALL PIPE AND FITTINGS S ALLBE CAREFULLY STORED FOLLOWING '',, MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION !, ON SITE FOR FUTURE USE IN LANDSCAPE AREAS. DEMUCKEO AREAS SHALL BE APPROVED BY THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID MARCH 1995, THE GEO ECHNICAL ENGINEER PRIOR TO RECEIVING ANY FILL OR BACKFILL. SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILIT COMPANIES - DAMAGE TO THE. COATING OR LINING IN ANY DJ. PIPE FITTINGS. ANY PIPE OR', PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILIT, COMPANIES FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL 27. PLA EL NATIONS ARE BASED ON N.A.V.D. OF 1988, WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK WHICH, IN THE OPINION 0 THE ENGINEER, OR OWNER RENDERS IT UNFIT FOR USE,'! AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS-. SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY' SHALL GOVERN. LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE MARKED AND IMMEDIATEL REMOVED FROM THE JOB SITE, AND SHALL BE TI UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. REPLACED AT THE CONTR CTOR'S EXPENSE. 4b. ALL TRAFFIC STRIPES MARKINGS ARE TO BE LEAD FREE. NON -SOLVENT E BASED THERMOPLASTIC. THE PERMITTEE SHALL PROVIDE THE DEPARTMENT 6. WATER FOR FIRE FIGHTINC SHALL BE AVAILABLE FOR USE PRIOR TO WITH MANUFACTURERS CERTIFICATION PRIOR TO ISSUANCE OF "FINAL ACCEPTANCE" 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED COMBUSTIBLES BEING BR LIGHT ON SITE PERMITS T CONSTRUCTIONPE TS AND BONDS PRIOR T CONSTRUCTION. 0 R 0 4 C BEFORE CONSTRUCTIONIS T IN H A 1 V TO THE BE 0 0 BEG THE APPLICANT SHALL DELIVER DEPARTMENT PROOF OF INSURANCE VERIFYING THAT THE OR THE E E 5. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SIT AT ALL 7. ALL FIRE HYDRANTS SHALL BE INSTALLED WITH HOSE CONNECTIONS FACING APPLICANTS CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE AS DETAILED IN THE CITY CONSTRUCTION STANDARD HEREIN.. POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATION TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDIN PLANS, CODE, RULE CHAPTER 14-96.007(5)(C)6. SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY 8. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE REQUIRED CONSTRUCTION PERMITS: PAVING SHALL BE COMPL TELY BACKFILLED IN ACCORDANCE WITH THE SPECIFICATIONS. 4d. THE 'APPLICANT MUST NOTIFY THE FOOT - LOCAL MAINTENANCE OFFICE:(48) IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE CITY OF PORT ST, LUCIE, WATER HOURS IN ADVANCE OF STARTING PROPOSED WORK. 6. AN ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT UTILITY DEPT: REQUIREME TS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. THE ATTENTION OF THE OWNER BEFORE COMMENCING W RK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT g ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED CODES, 5. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED R MMENDED PROCEDURE FOR PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE, ENGINEER. JURISDICTIONAL AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE AND SHALL REGRADE WASHOUTS WHERE'THEY OCCUR AFTER EVERY 7. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUI ED TEST ;PERFORMED PRIOR TO ANNOUNCED BUILDING. POSSESSION AND THE FINAL RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED. - 'ii B C FILLING EXISTING DITCH RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN EN33INEER OF RECORD. ',CONNECTION OF SERVICE '.. 6. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED DIRECTLY FROM THE TESTING AGENCY. - 10. CONTRACTOR SHALL FIELC - VERIFY THE ACTUAL LOCATIONS AND ELEVATIONS OF UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. (EXISTING UTILITIES PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY WHICH 1. PLACE CONSTRUCT) ISOLATION BERMS ACROSS THE DITCH IN ORDER TO ENABLE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE UTILITIES AND IS ADVISED TO CALL SUNSHINE STATE CALL'. 7. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III, AND INSTALLED DEW TER( G OF THE DITCH WITHIN THE. PAVEMENT FOOTPRINT.. THE BERMS SHOULD ENGINEER ACERTIFIED RECORD SURVEY SIGNED AND SEALED BY A : :MAY AFFECT SUCH ONE IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATEST BE PLACE OUTSIDE THE HORIZONTAL LIMITS OF THE PAVEMENT, PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA. AT 1-800-432-4770 AT LEAST FIVE (5) WORKING DAYS PRIOR TO COMMENCEMENT REQUIREMENTS AND SPECIFICATIONS. - DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS OF CONSTRUCTION, SHOP DRAWINGS .FOR ALL MATERIALS AND APPURTENANCES SHALL 1 2. of WATER THE CANAL BY PUMPING FROM SUMPS, SET BELOW THE ANTICIPATED BASE THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FO THE CERTIFICATION BE SUBMITTED. TO AND APPROVED BY THE CITY OF PORT ST. LUCIE WATER UTILITIES 8. UNLESS OTHERWISE INDICATED ON THE PLANS OR THE SPECIFICATIONS, OF NEW FILL. PROCESS. ALL SURVEY COST WILL BE THE CONTRACTORS RESPONSIBILITY. DEPARTMENT, CONTRAC R 70 COPY KIMLEY-HORN AND ASSOC. INC. WITH APPROVED ALL CONCRETE USED ON THE SITE SHALL SHALL HAVE A MINIMUM COMPRESSIVE DRAWINGS. NO WORK IS TO BEGIN UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED, 3, CLEAN THE CANAL BOTTOM OF SOFT; OR OTHERWISE COMPRESSIBLE SOILS, AND APPROVED AND RETURNE TO THE CONTRACTOR. STRENGTH OF 4,000 PSI IN 28 DAYS. THOROUGHLY REMOVE VEGETATION AND ROOT SYSTEMS FROM CANAL BANKS. CUT 9. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQ IRED BY CANAL BANKS ON A. SLOPE OF 2:1 (HORIZONTAL: VERTICAL). NOTIFY CODES, JURISDICTIONAL AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL 11. WATER AND SEWER LINES SHALL BE CONSRTUCTED IN ACCORDANCE WITH THE CITY!. 9. ALL CONCRETE SIDEWALKS SHALL HAVE CONTROL JOINTS CUT ON 5' CENTERS ENGINEER AND ALLOW SUFFICIENT TIME FOR THE EARTHWORK OBSERVATION BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESS( N AND THE FINAL "STANDARD SEPARATION FOR WATER AND SANITARY SEWER CONFLICTS" ' AND EXPANSION JOINTS PLACED ON 25' CENTERS. PAVEMENT JOINTS SHALL, STAFF TO OBSERVE THE CONDITIONS OF THE DEWATERED AND CLEANED CANAL PRIOR CONNECTION OF SERVICES, AS DETAILED HEREIN. BE SPACED AT 12' CENTERS MAXIMUM. TO B CKFLLING 10, CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND - ', 10. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN 4. AFTER APPROVAL BY THE ENGINEER, BACKFILLING THE DITCH WITH AN INITIAL MAINTAINING AS -BUILT INFORMATION (WHICH SHALL BE RECORDED) AS 12. ENTIRE FIRE SERVICE FROM MAIN TO BUILDING SHALL BE INSTALLED "CONTRACTOR ACCORDANCE .WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON TWO FOO .BEGIN THICK LIFT OF FILL, TRACKING THE MATERIALS IN PLACE USING DOZER CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE BY A LICENSED CONTRACTOR HOLDING A V" LICENSE IN :' THE DRAWINGS. EQUI MEN . CARE SHOULD BE EXERCISED TO AVOID TRAPPING MOISTURE IN THE FILL. CONSTRUCTION INTERVAL(S) SHALL BE RESPONSIBLE OR PROVIDING ACCORDANCE WITH CHAPTER 489 OF THE FLORIDA STATUTES. THE JPPER 12 INCHES OF THE INITIAL LIFT SHALL BE COMPACTED TO AT LEAST 95% .AND ALL APPLICABLE DATA OBTAINED TO THE OWNER FOR THE PURPOSE OF 11. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND MAXIMUM DENSITY (ASTM D 1557). PREPARING FINAL AS -BUILT RECORD DRAWINGS. ALL AS (RECORD) BUILT DATA 13. ALL FILL MATERIAL IS TO P BE IN LACE, AND COMPACTED BEFORE REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH '', 5. PLACE ADDITIONAL FILL IN HORIZONTAL LIFTS NOT EXCEEDING 12 INCHES IN LOOSE SHALL BE COLLECTED BY A STATE OF FLORIDA PROFE5510 AC LAND INSTALLATION OF PROPOSED UTILITIES.. AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND MEASURE THICKNESS, COMPACTING EACH LIFT TO AT LEAST 95 PERCENT OF MAXIMUM SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTR CTOR. DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. DENSITY (STM D 1557). CONTINUE FILLING IN THIS MANNER TO THE DITCH TOP OF BANK, 14. SANITARY SEWER PIPES ALL BE IN ACCORDANCE WITH THE CITY OF PORT ST. LUCIE CONSTRCUTION STANDARDS. 12. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR '', 6. THE DITCH FILL MATERIAL IS TO CONSIST OF A WELL GRADED MIXTURE OF SAND, OR SHALL SAW CUT THE EXISTING PAVEMENT MINIMUM 2" DEEP FOR A SMOOTH AND SANE ANC GRAVEL, WITH A MAXIMUM SIZE OF 3 INCHES,. AND A MAXIMUM OF 5 15, '.WATER LINES SHALL BE IN ACCORDANCE WITH. THE STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PERCENT FINES. THE FILL SHOULD BE PLACED WITHIN I2% OF ITS OPTIMUM MOISTURE CITY OF PORT. ST. LUCIE ONSTRCUTION STANDARDS. �, PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. CONTENT OR COMPACTION. THE PRESENCE OF GROUNDWATER SHOULD BE A CIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL CLUDE 16. UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED 13. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER CONSIDERATION FOR ADDRESSING THIS ISSUE. '.BEFORE BACKFILLING OF TRENCH. - PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN LIMEROCK, THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. 17, TOPS OF EXISTING MANH LES SHALL BE ADJUSTED AS NECESSARY TO BE ,. - (FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE - - (FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. �, 14. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR ACCEPTANCE OF .THE PROJECT BY THE 'OWNER. ALL DRAINAGE STRUCTURES INSTALLATION REQUIREMENTS AND SPECIFICATIONS. SHALL BE DESILTED AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. !. - 19. ..CONTRACTOR SHALL PERFORM, AT HIS OWN. EXPENSE, INFILTRATION 15. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE AND EXFILTRATION TESTS A TELEVISION INSPECTION AND A MANDREL REQUIRED PERMITS, THE CONTRACTOR IS TO COORDINATE WITH THE OWNER (GO, NO GO) TEST ON GF AVITY SEWER. COPY OF RESULTS SHALL BE PRIOR TO EXCAVATION. (PROVIDED TO THE CITY 0 PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT. 16. STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS ''.. UNDER BUILDING. TOPSOIL MAY BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES IN GREEN AREAS. '..I 17, FIELD DENSITY TESTS SHALL BE TAKEN AT A FREQUENCY AS REQUIRED IN'., '.. '... THE SPECIFICATIONS. 18. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OFTHE JOB SHALL BE CORRECTED BY THE - CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL''i BE SODDED OR SEEDED AND MULCHED AS .SHOWN ON THE LANDSCAPING PLAN. 19. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE SHOWN. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND '.. DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE :.. '. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 21. ALL STRUCTURES ARE TO CONFORM WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. CURB ''. INLETS SHALL BE FOOT INDEX 211, CATCH BASINS SHALL HAVE TRAFFIC BEARING, RETICULINE GRATES INDEX 232 AND FDOT INDEX 200 STRUCTURE BOTTOMS AS REQUIRED. CONCRETE ENDWALLS SHALL BE FOOT INDEX 250 AND MANHOLES'(M.H.) SHALL BE FOOT INDEX 201 TOPS WITH FOOT INDEX 200 STRUCTURE BOTTOMS SIZED AS REQUIRED. MITERED END SECTIONS SHALL BE - SIZED AS REQUIRED. MITERED END SECTIONS SHALL BE FOOT INDEX 272 R Q 0 '.,., 273 AS REQUIRED. 22. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY,. INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. !, TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL ! LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF -SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE 1 r. an J A;eociates. Inc Kimley-born and Associates, Inc, Engineering, Planning and Environmental Consultants E.B. No. 696 Suite 400 601 21st Street Vero Beach, F1 32960 Phone: 772-562-7981 Fax: 772-562-9689 www.Kimley-Horn.com THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE NTH - OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. In w0 2 TO \ w OOZ �N W U 0 I) < CD 2o�w �m 0 O i- 2 -1 LEI I- N 'L N 0 m '> I- o_ w q r J F- O -48 LO o W z � Of w w Z z w r U a w 0- CD N O . n q Y In up r ~ \ z ¢O z 0 z. y 70 0O � bi a 0 w q q = U d qa i< q��� U) W z O ®>Lr)W w 04 5 Z'1 z_ W � F- ®I�JR.�7 !aJ ® 0 j RAISED CONCRETE MEDIAN -„ —�� -- S89'51'27"E(C/P) 616.06' — jI 0 O LO R-25' _ 0=90'00'00'(C/P) EXISTING XISSTOISGN 1 R=75.00'(C/P) L-117.81'(C/P) 1.1 r, \ REPAINT EXIST. 22 ' STOP BAR 11' 1 y PROPOSED ON -STREET PARKING\ STALL (SEE SAWCUT & MATCH llll �,• EXIST. PVMT. DETAIL ON C-6) ;, (SEE SECTION A -A ON C-3) N �n i SAWCUT & REMOVE EXIST. PVMT i ILp & CURBING AS REQ'D. FOR AISE ON -STREET PARKING; \ TY " t CURE { II f I I 1 ' 8" R ISEO �I CURB IT) ' 54,0' "i F„ k • � o• i Etk PER I A 99 �9 TRACT a o PORT ST, LUCIE 'SECTION SIXTY-ONE I N I (PLAT BOOK 24, PAGE 6) 60/ 0 STRIPE (OCCUPIED) CG (CG) f PROPOSED MEDIAN OPENING U� REMOVE EXIST. LANDSCAPE & - CURBS RECONNECT ANY IRRIGATION; CONST. BULLNOSE & PATCH PAVEMENT (SEE DETAILS ON C-6) N I PROPOSED CROSSWALK (TYP.) (SEE DETAILS ON C-10) EXIST, 4" F,M. EXIST. W PVC WIFTARY SEWER CONNECT TO EXIST. CURB I ,M.aa �i®Y0 IIYOYIIY®i,� PARCEL 99C99 PORT ST. LUCIE SECTION SIXTY-SEVEN (PLA T BOOK 24, PAGE 28) (OCCUPIED) I/SEU (ROI/CG) �— — — RIGHT-OF-WAY LINE If LTON ROAD (1 O' RIGHT-OF-WAY) RAISED CONCRETE MEDIAN'"-. ., RASED CONCRETE MEDIAN . 346.97' ... .. ,.,.. . , Y �- - _ _ RELOCATE EXIST. SIGN RAISED conc MEDIAN , ... 35't WEST w 'O ASPHALT PAVEMENT � : � PROPOSED SP BAR e j II 239'1 ".., ...._. —,.... & CENTER STRIPE ) -(SEE DETAIL ION C-10) R1-1 N z exlar: mwele : \ O f'aiowt wiE EXISTING MI-8 L I ,� , R3-5R3 �I CONCRETE r Exrea lw+ra:lc �E EETISURVEY NG LE FIRE STATION ��R-25' EXISTING SURVEY LE ^:DRIVE ( ) WARNING SIGN 1 TYP, ( ) `} 10' UTILITY EASEMENT t`...: (PER PLAT) i I :,.. dt "..�i-11..N _,a�.». ._ .._.,; 7. ...._.r,,.. _yl,. .t,. ._... .. ... ........ t,. _............. ..._- .. ., iExlsr_s corc .,...,.;..._.»,�.P,... ............ WALK ..,.... RIGHT-OF-WAY LINE .. ..... Fx" I 2i, I.1M. ' 1 - �.,....roxw .aa. +r.m ,•�. ,v aw .^v ..W'. 8l8). y ,+ I .•i;,/ A x '., p'',r .''� /'•.r".Yrr'Ai r'Mevll f f ,'^'f(ArT../) C$ W11Af/ 1'220'2 / T�4.1'.%/ ft1-1 Q!i0 GS �� � c5 •/ t ':-'�� ».�!./' r ,��M,S�F f'S1GNF/ ' /�r/f ✓,�,,f.�,°�'I //j��,�.. Q. Q I 1'( ) 1311.35'(P) 348 47' r"�_'✓!LZZ �LL rf--!✓yf 2_4' ., _ I 36'' 1 25' 0 8` "°,PROPOSED 2 STORY �'f _/ l% ICI f $G1LVIN L Nk";..('GO`;F" ,,.i� CS Q. j�/ 26.�oQ so FT ,;%/ ,',°rF,j�`o �cs I I FFE FOR TRACT tILII ff/ COUNTY OFFICE BLDG, i `� P h ''/ L',YF Fn,Yr. f s' Q- J Z v(s EIN. FLOOR EL = 15,91' NAVE) ,/ o I I STEM WALL AVERAGE 17.40 FEET I % SEE ARCHITECTURAL SHEETS / ° 0/t/47�7, firs` /jl G$ - Q a 9 Ulml2)c ¢ o ; I dX I r 1 0, is cs N a .- . (PER BOUNDARY/AS-BUILT SU VE BY I- ' i I ALLEN E! BECK, INC. ,fr` r�I'/!,•f'' , / '/j,r'; ✓' r;`r,'1 `''/ f/i"r''IF<ll�I,r' ( `' TYP�u PROFESd 0' DRAINAGE ' ONAL LAND SURVE YORS ¢ EASEMENT 608 S.W.BAYSHORE BLVD. :•-` fi.. t`' "/ jr f I;i r' !'rr f /r _ �%' I 81 I I a .� fn (PER PLAT) P§APbb I5k7',iff f?. 9.5' �\ 2 cs PORT ST[ LUCIE, FL 34983 w TYP (TYP) DATUM:-12-99) (ELEVATION ✓ i 9.5 ROPOSE ISLAND YPE D o S' DETAIL ONRB-6 O I N.G.V.D. 1929) SEED ) GS D J I't Ir f�� 10' DRAINAGE EAST f III!!! f f��F_E �I`L'�F MENT Rl-1 \ _ I (PER E PLAT) 5 f: /, RO'�DE RAKP yS� 18 SE AL J ., S(' 2rh 4'-may i tI llGG5 I)I 99 L79 36' 9 TACT 6;/WIDE SR)EWAL4r!% 3EEdETAIL 01(C6{/` CS cS 'I I PORT ST. LUCIE SECTION SIXTY-0 E V. 6998F R1-1 �'S 0����4, Q 26 9 PROPOSED ISLANDS �.. F I �' I i-AT BOOK 24, PAGE 6 o X'„ / / ,/' 0 250 SF ,-. .--� ire IN TYPE "0" CURB TYP 4 _ 1 . (P', Rt 1 0 P/ (TYP) G 422 sF o (OCCUPIED) - 1 r o N (SEE DETAIL ON C-6) r g6" Q J• ° A ce I o 1 a M`I +u, CG (CG) 0 C'J J �' N I raff r1EGNiIG.N. �:s, �o til SF H c5 0 1. _� \\`�• i2 15 '". . 9.5 9` r 'POS '� II a UER(ME = �1-1 '.. \-•:�"' - iYY• 1�' ,> I14.6' Q e (eee �R � rrwuws DESCRIPTION : PROPOSED STOP BAR � �O � t 1d2' PROPOSEDm SWALE I f &CENTER STRIPE (TYP) g5 © Z 5 OO II (DETENTION AREA) TRACT "K", PORT ST. LUCIE SECTION SIX Y-ONE, ACCORDING TO - (SEE DETAIL ON C-10) G �, ..-- `eaTS 00 (SEE SHEET C-3} oo I THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGE 6 9� �� G� '., $ f.N. i� • \ Ea1sT i a r,M o ,�... ,70, Ct0 / 10' UTILITY „' &.=4C $AkI I �� I ^I OF THE PUBLIC RECORDS OF ST. LUC £XI9T. CLIiG l4'• fiCP E COUNTY. 2.1 rJ.EAS(PER PLAT) 133.O2yARY)Ng7 10' UTILITY N75' 33,p ( $ r R- 5 -V EASEMENT ,_..,..,,w .,, - ...<::, 40'G �' Pj I � .E++cR , LTYP in — �� (PER PLAT) xv _ _.�. .. W(C/P) 4•cLecE, le�exle1 V N7 a.4 4' Ile( EXISTING EXISTING TOP OF BANK -.. PROPOSED SWALE (DETENTION AREA) (SEE SHEET C-3) 7% 79 CONNE T TO TRACT ®-1 EXIST. STRIPING _ w - z PORT SF LUCIE SECTION SIXTY-ONE 0 in (PLAT BOOK 24, PAGE 6) F_ x Z Un w a DRAINAGE RIGHT-OF-WAY vw�a i PORT ST, LUCE SECTION SIXTY-ONE I w N (PLAT BOOK 24, PAGE 6) w Y OSC (CG) ZOO OL J F o: ¢ 0 i i DRAINAGE STATEMENT ST. LUCIE COUNTY IS PROPOSING TO CONSTRUCT A COUNTY ADMINISTRATIVE ANNEX LOCATED OFF OF WALTON ROAD, WEST OF VILLAGE GREEN DRIVE. THE ANNEX WILL FRONT THE SOUTHEAST INTERSECTION OF WALTON ROAD AND CITY CENTRE DRIVE. THE 1.76-ACRE DEVELOPMENT WILL CONSIST OF A TWO-STORY BUILDING TO SERVE LOCAL COMMUNIT" MEMBERS. THE ST. LUCIE COUNTY ASMINISTRAVTIVE ANNEX SITE WAS DESIGNED TO NCLUDE AN IMPERVIOUS AREA OF 76% (58,303 SF). THE SITE WAS INCLUDED IN THE ORIGINAL SOUTH FLORIDA WATER MANAGEMENT DISTRICT MIDPORT D.R.I. PROJECT, PERMIT # 56-00274-S IN FEBRUARY OF 1979. ST. LUCIE COUNTY WILL CONSTRUCT A DRAINAGE SWALE ON THE SOUTH END OF THE SITE AND WILL MODIFY THE EXISTING SWALE TO THE EAST TO PROVIDE WATER QUALITY. STORMWATER DRAINAGE CURRENTLY FLOWING THROUGH THE EAST SWALE WILL BE PIPED INTO THE: EXISTING POND IN TRACT "G-l" OF PORT ST. L CIE SECTION SIXTY-ONE. STORMWATER WILL. SHEET FLOW ACROSS THE PARKING LOT AND OUTFALL INTO THE SWALES AND UPON DRY PRETREATMENT, FLOW INTO THE POND. (EXIST LAKE) ■ SITE ANALYSIS osc (CC) ■ SITE DATA GROSS SITE AREA ±1.76 ACRES 76,588 SF 100 % BUILDING COVERAGE (rot 1) 13,698 SF 18 % (Gross Building Area-2 Sto : 25,700SF.) PAVEMENT & SIDEWALK COVERAGE 44,605 SF 58 % IMPERVIOUS AREA 58,098 SF 76 % PERVIOUS AREA 11,355 SF 15 0,, WATER TREATMENT AREAE 7,135 SF 9 % ■ PARKING TABULATION REQUIRED City of Port St. Lucie 103 SPACES (TOTAL SPACES REQUIRED) (1 SP /250 SF) Handicapped 5 SPACES PROVIDED 104 SPACES (TOTAL SPACES PROVIDED) Handicapped 5 SPACES Compact (CS) 28 SPACES (27%) Standard 64 SPACES On -Street 7 SPACES ■ ZONING CLASSIFICATION CG - General Commercial Zoning District EXISTING ■ SIGNAGE NO SIGN SHALL EXCEED T N FEET IN HEIGHT AND THIRTY-TWO (32) SF. 1 I AREA. THE SIGN SHALL BE LOCATED WITH114 THE PROPERTY LINE. ■ SETBACKS REDUCED SETBACKS WERE MET BY EXCEEDING THE NUMBER OF ARCHITECTURAL ELEMENTS PROPOSED. GR4MaGEPIPE NOTES: 1) According to prior survey by Cuipepp r & Terpening, Inc. dated I February 6, 2602 described property is located within an area having a I Flood Zone Designation "X", areas d ter ined to be outside 500 year \� flood plain, b the Federal Emergency M nagement Agency (F.E.M.A.), on Flood Insurance Rate Map No. 1 111 O295 F with a date of identification of August 19, 1991, fo Community Number 120287, in \ \� the City of Port St. Lucie, St. Lucie County, Florida, which is the current Flood insurance Rate Map for the community in which said Premises is situated. \ 2) Refer to al5propriate detail sheets foI additional specifications. I \ ' \ THIS SIGN TYPICAL AL ® FTP-25 ALL ACCESSIBLE PARKING \\\ SPACES PARKING B DISABLED \ i PERMIT ONLY PENALTY AS RNTH EQUI \ : WORDING AS REQUIRED ' BY STATE OR LOCAL LAW F7 12 X 9 \ 3" DIA. GALVANIZED POST (STANDARD PIPE) 6' PIPE BOLLARD PAINTEO-I_A� TRAFFIC YELLOW, FILLED W/ CONCRETE. SLOPE TOP OF CONCRETE GROUND/PAVING a - .1 SURFACE oa a tl. PSOOCONCRETE d N a. Oa 4. 61• ACCESSIBLE PARKING SIGN NTS. 75.0' LY9 Mk UNIT ME NORTH 30 15 0 15 30 SITE LEGEND: ACCESSIBLE PARKING SPACE (SEE SIGNING &MARKINGPLAN - 1 SHEET C.10) _ PROPOSED CONIC. PAVEMENT PROPOSED PAVERS -- EASEMENT LINE +- PROPERTY LINE LIMITS OF BUILDING _..,,, .... ........_.. OVERHANGS9, g- PROJECTIONS PROPOSED BUILDING FOOTPRINT EXISTING TOP OF BANK OVERHEAD :........ UTILITIES CB COMPACT PARKING SPACE (SEE SIGNING &.MARKING PLAN SHEET G10) L MMO " ©2002 Kimley-Flom and ASsocatev Kimley-Horn and Associates, Inc, Engineering, Planning and Environmental Consultants E.B. No. 696 Suite 400 601 21st Street Vero Beach, A 32960 Phone: 772-562-7981 Fax: 772-562-9689 www.Kimlley-Horn:com THIS DOCUMENT, TOGETHER 'NTH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF:. SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED, REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION .AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. 0 N W to e) Z I 4 U O ` (n Z NJ Q LLI O - H n vi �_j F_ t N 7 q _N � cc N m V) a W o^ W J t H = U J Q z O � to > CD z O 0 � w o_ Li LI >-_ w (� Z W W a D_ O N iLl Z 0 CD Qm.Um T` :I: O 1- U � f- M U It Z O Z U Z >s W U > W N Co N Q W a- W I- o 0 o a o W Z ® to W W W cC^ F_ I— � W z W CL SCALE -- 1 30, SHEET NO. C —2 e . ,' , ^I r'� ,._ .- �,\� ,,. :.... ... , gin✓ 050 �tiRIGHT-OF'-iTAY) r c• NOV 4, 4:)PROPOSED'50t LF - ;e. _ ...... .-:,. U I . REMOVE EXISTING „ M, c, 7 " lr 18 RCP CULVERT v '9' CULVERT CROSSING �.. 13'• W/M TERED' ENDS LU & GUARDRAIL Xf l' SS .,.1. ......_"_.,.. w.i.,._ �,-_ ,_. ,,... _,._, ,_ INV. EL. W 9:3' '_2B _: _..._ tr' (V'ITRIFY'•W./.CITY) . I~ EXIST• EXIST. 4> T ' •-� PROPOSED 32 LF•� s, .) _ ..,.,, ...:...n., -Y� Ps; SEE DETAIL ON C=,T. -EXIST[-••_...,w _, _. rb, 19 X30" ELLIR RCP W MITERED END U,,. n•,. :,'�'`, ,�. \.,,� �...,., 9fc `i� DO- y�°� `\ ^ INV, EL. = 9.6, .. __ __ ._... .... _._ ._'_ " t2 0, ._. ,:._ ,� � '\ • �' 1, CONNECT .T,O._.,'11_...,,. _r .. ..........._-,,..__..�>...... __-..._.._, O \ �:._ , •. EXIST,_,W' LK - EXISTING SWALE ti• 1 , { C,I 1• EXISTING , �. __ .?, _ 4, J 1 1 -CULVERT- ., CROSSING REMALL`I,..LYP<).__ - ., L .¢.^..-To- TO REMAIN l ❑ , ,STA. K ,,, :..:...:.• l r _, , � n ITV €'ASLM NTRECONNECT WALK : o u LW L 4 I._ h ! P 2 , 5 S E D. TIP � , 4Q a Ir I S• n. I a N O ti• P 1.,. . G� � ..,..!-,� / ,.......� iS.: 12:1 MAX. 12:1 MAX. \� w :.. .r.Y... .f.:,! EXI5i1NG 4'H :. i % i ¢ r. P ... ,......,.....,.,,. QPO�SED TYPE'..C_ S-2A p.,../ ",. . ,. ,, ,�.''., i �:r - , C/; `✓ J e .. ,vr , •w3 "^-'�'X ti t259 1'r - r r i . , f f ',%s - jr, .',e' .rr � =�- 'd• IN ET W MANHOLE TOP I,- II V '..^/ f l r " / �' 'rrr ,,/�'', / ✓''/ i ! r 1 '!,.e AJ, / _. w / `,r . r ,,' , f /'/'" • / /,• '" , .r , ,: r l ^ <v j F C I , l R I = x�. 'Gr r,•?F/ _ '',i r"; . l r / 'r' .,/'r'f F , •r„. t\ I EL.. 13.0' • , -77" , r { EXIST. 7 d.<:" b > / r , , r✓„ / `r',. J r': , . / / / % "/''@` '\ s -.t. t N EL. = 9.6' (N) �, < ..•.-a'.I. ...1 r'+rl f %: : !'! /r. /` r f ,+�/J 'r' rF "'<r 1 - n. x 2J... ...% r / r ,r" f •'r mil, O . fi, /'.. .% / / / „_, a > r IN EL.. = 8.9- (S). 3 �'� f f' ,r ' . M• , '.- S DETAILS ON C 7 ' , / .. .i� �f r .. _r , ,r .: ..%:/ r f� ,;� / . ./i . /,,• / ,r :�., .. I PROPOSED �. 'i, ',^"✓f," /f: f1'f ,'r,,^'. /. sr: ./' / r ,ffi c�t - �,;1I�I� }}++ TOP OF BANK I,^ _ V2-.. f r+✓, r�: r, A-/' r /, /.�, f,/i /,+^I!r r / p..,.,, 1 S `� � , s`�t ' ''.% / ...� •. 4 `hf 1.` EL - 13.0' W ( ) PR OPOSED 2 STORY I r ✓ r - r EL 3 6 E „_. r ,�`� I r'i 25.700 SO FT / ; fi r ,, %/ / " e/ )' . 4 G 'r,✓f f :'I (MATCH EXIST.) COUNTY OFF `'I� � .Z, i E B DG. ,,q F N. FLOOR EL 15.91 NA D s, P 'C• ,; , r'.r ✓?' r,%. % rf r'ri , PROPOSE[) 209 LF : Qin \5 F fe', r ,°%l` / Jr',r / P 'n I -1'-i r (SEE ARCHITECTURAL SHE TS "'>s'.• :if � � � , f i- , .p,:•'/ " = r . ,r"✓' f g N t - � 19"x30" �L IP. RCP PIPE , ,I ,. � ,..f->':- .•.,�: •, r r �XISTING { . ? . ,� ds .' /: j <<i'' ✓f .'r F d i DRAINAGE SML --1t`-", r; r' ,S i. ,i I DRAINAGE, EASEMENT a• 'd EASEMfrvr -.l r' / r f:. ''�. ':. t :,✓'.. t 3 � (PEa vurl r :• r �, _ / .: a � '.I 4 PER PL T -'. I 5 I A ;> <� ( li. x ;4 I I I, . i /•' If r ,' f/ r• : / , _ j 1R �, �-�\ 1 6 � � Y r,/.f✓. f :'', z ry' � I I 4 I r ti, ii ,`•,' G� ,, .�P �. ;' ._ ,.,.' 4• F F: !/,; F/,'/ /, _, r r .:..., :. -di' .' 7R rrr . .., h .,y. `r 't, P. fi r � ,- , •... h i � f i r n- 6 / -f r sf f Z r (I .�r'f/' r r I< `\\ f { '4> !.r GI,. DEME'GE T 2%EASEME 4IT i f i• / F; � r` f, �� � : \ •�� PER PAT �y �Y 4 R I [ � w r t><• Q Q p.f"l rr: /r`,^^',. I- Do i'.. O fi 1 k r r I o_ C�1 d 1 P ' � ! R POSED SWALE I , •�¢^i x a I II .' r fi::�,.r` ,•`k�) t p;..... J I .�°`' I'S't (WITHIN EXITING _ O = i, ✓',`r'// ,'r ,P II..' off'' r •ii y� 'pt : 1 ii DRAINAGE SILT.) 0_Cn I I '€- 1''` r / r,' f,r.1'� [[ r O V'• '1 I t I U : I { x; .,,� FILL EXIST[Nt DITCH AS R 'D. • pr ' "' l -(MAINTAIN jRAINAGE OF EXIST. a 5 7 F ` //`:'_ ✓/ - =K 1 ) - '' "�p I SWALE ALO G WALTON ROAD ) i l ,:,.� J -• 1 ' ; I , j .x I L I RROPOSED i ONC. ff .r f / _ I1 'FLUME TYPICAL \ , T , i I ~ s { 1t &SEE DETAIL ON C-7 5 �r EMIT, 4" FM EXISL 8" PVC " f l v k• PROPOSED TYPE "D" STRUCTURE i / r s, .-^>' _ -� --R7, ' A• yY ; 'c>. c �..: , WITH .LET TOP �•S. I .. '3',. ._--�4 r^` .... _ ...,. L I \': 'cP i , 1'',I RIM EL. = 12,60' � ...,.,. _..rT, :, -.. .:.. _. ._. ,.. A 1 � -' '•< © .,... � . p {. 4. -. i INV. E: = 8.8'. N \ i INV. EL. = 10,1't E tiLulI �,-�"..,_ �_. ..._,,. r..,.. � 1.- • ' .: `- .. , � _ FA�sc 8, P .., ._.. t3 i. �., , to UTILITY ues ? y "3 i r e ✓ 1 -:, �,.."J © .. YaJ: �.... ,. µ�R (- aP ': EASEMENT It y.-'�"a_ t`' (PER PLAT) Ox`,�'1pfR ..`_::. t . a, I n • REMOVE EXISTING , " •�✓ I`b' } I s II '\ MIT BRED END & PIPE AS 3 '0-ITMT""`. y +. �' `� O r\"� ,_- 1 ':, \ 2q ti o F I;. RE 'D. TO CONNECT EXIST. �. , (PER PLAT) Wha'� :,...,. ;_. ,._f� :..; �T ............ .�G�:,_,.... ', '4.��. �h...0 I .,", ' ,. `'� ` ! ,. � STORM LINE 70 NEW WIER �sr ti L vT r _ ;., v ,ti �. J Q tv 1 ST UCTURE - r i. ) EXIST. ,. ,... ;, I• =,' o;' '" EXISTING LAKE PROPOSED WATER ELEV. = B't TOP OF BANK PROPOSED 56t LF (SEPT 02) EL 13.0' �,..., 19"X30" ELLIPTICAL \ ^, 'c �o ,RCP PIPE CONSTRUCT NEW ///J \0, t, BANK SEGMENT J \\ Il (SEE SECTION D-D) ' S 38 PROPOSED .4 OUTFALL \ INV. EL = 8,8' NORTH 30 15 0 15 30 EXISTING 10' UTILITY EASEMENT ®®w ry py L' VI ON -STREET PARKIN SCALE: 1" 30'. ._ (8' WIDE) P/L EXISTING PROPOSED A ROADWAY 1 Su EVATIONS SHOWN ARE BASED ON NAVD BUILDING '88 DATUM EXIST 2% 2% MP I ACCORDING TO PRELIMINA RY ARCHITECTURAL PLANS, STORMWATER ON THE ROOF WILL BE COLLEC ED THEN PIPED PROPOSED GRADE DOWN THROUGH THE BUILDING, UNDER THE SLAB AND OUTFALL THROUGH THE FACE OF CURBING DNTOI THE MATCH (TYPICAL) PAVEMENT. THE STORM ATER WILL THEN SHEETFLOW TO THE SWALES PROVIDED HEREIN. GRADE 3't APPROXIMATE EXISTING GRADE PROPOSED PROPOSED 6' WIDE REN OVAL OF SIDEWALK (SEE EXIST. PVMT. DETAIL ON SHT C-6) DRAINAGE STATEMENT SEC TI A -A STRUC; NAVD '88 NGVD 29 NO SCALE NO. DATUM DATUM ST. LUCIE COUNTY IS PROPOSING TO CONSTRUCT A COUNTY ADMINISTRATIVE ANNEX S-1A S-16 9.3' 9.3' INVERT INVERT 10.79' 10.79' INVERTu INVERT S-2A 13.0' RIM 14.49' RIM 9.6' INVERT N) 11.09' INVERT (N) 8.9 INVERT S) 10.39' INVERT (S) S-2B 9.6' INVERT 11.09' INVERT S-3A 12.60' RIM 14.09' RIM 8.8' INVERT (N) 10-29' INVERT (N) 8.8' INVERT (S) 10,29' INVERT (S) 101't (E) 11.6't (E) S-38 80 INVERT 10.29' INVERT LOCATED OFF OF WALTON ROAD, WEST OF VILLAGE GREEN 'DRIVE. THE ANNEX WILL FRONT THE SOUTHEAST INT RSECTION OF WALTON ROAD AND CITY CENTRE DRIVE. THE 1,76-ACRE DEVELOPMENT WILL (CONSIST OF A TWO-STORY (BUILDING TO SERVE LOCAL COMMUNITY MEMBER L THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR WTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED. 2, ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED AS INDICATED, OTHERWISE ALL OTHER AREAS SHALL BE SEEDED AND MULCHED. 3. THE PROJECT SITE SHALL I':BE CLEARED AND GRUBBED BY REMOVING ALL TREES, SHRUBS, STUMPS, MOOTS, MUCK, AND OTHER ELE7 RiOUS MATERIAL PRIOR TO FILLING. ALL FILL MATERIAL USED ON SITE SHALL BE VOID OF STUMPS, ROOTS, MUCK AND ALL 0 HER DELETERIOUS MATERIALS. 4. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMEN , THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. I 5. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN LIMEROCK. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. 6, THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURESTH FOR E DUR TION F 0 CONSTRUCTION A !P D UNTIL ACCEPTANCE OF THE PROJECT CT BY TH E HE OWNER: ALL DRAINAGE STRUCTURES SHALL BE DESILTED AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 7. IF D WA RING I REQUIRED, E TE S REQ EO, THE CONTRACTOR SHALL OBTAIN A SFWMD WATER USE PERMIT (AS REQUIRED) AND ANY OTHER APPLICABLE REQUIRED PERMITS, THE CONTRACTOR SHALL ALSO PROVIDE ADE UATE FILTRATION DEVICES TO MAINTAIN APPLICABLE. WATER QUALITY STANDARDS. 8. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS UNDER BUILDING OR PAVING, TOPSOIL MAY BE STOCKPILED ON SITE FOF RE LACEMENT ON SLOPES. 9. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4-iNCHES OF TOPSOIL APPLIED. IF ADEQ ATE TOPSOIL. IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREAS SHALL THEN BE S DDED OR SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNIT[. HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR A14Y REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE GRASSED EXCEPT AS SHOWN ON THE LANDSCAPING PLAN. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C NTR L OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 11. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITETO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANS ERRI G SUSPENDED SOLIDS INTO THE RECEIVING WATERBODY EXISTS DUE TD TH PROPOSED WORK. TURBIDITY BARRIERS MUSTHEMAINTAINED IN EFFE FIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOILS AREAS ARE STABILIZED. THEREAFTER, THE PERMITTEE MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE 1BE- AN Y OFF SITE DISCHARGE WHICH VIOLATES OL TES QUALITY THE WATER STANDARDS Q N ARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE. 12. GRASS SEED AND MULCH OR SOD MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FI AL RADE, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES INTO THE OUTFACE WATERS. 13. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVERFOR EROSION AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED URBED Y B CONSTRUCTION ;OF T 0 E PERMITTED E PROJECT. THE PROTECTIVE EC E COVER MUST BE INSTALLED WIT IN FOURTEEN DAYS AFTER FINAL GRADIN✓' OF THE AFFECTED LAND SURF CE. A PERMANENT VEGETATIVE COVER MUST BE. ESTABLISHED WITHIN 60 DAYS OF ITS INSTALLATION. 14. ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS. PROPOSED TOP OF CURB ELEVATIONS !ARE TO BE 0.5 FEET ABOVE EDGE OF PAVEMENT ELEVATIONS. 15. TAPER CURB TO MATCH EXISTING CURB ELEVATIONS Ar ENTRANCES, 16. CONTRACTOR MUST GRADE' TO CREATE POSITIVE DRAINAGE. 17. CONTRACTOR TO CLEAN OUT DEBRIS IN TWO EXISTING DRAT AGE STRUCTURES ON THE NORTHTHWEST CORNER OF THE SITE. NO DEBRIS SHALL BE DISPOSED INTO THE INDIAN RIVER. 18, STORM PIPE SHALL BE AST, FOLLOWS: A. RCP, CLASS III PER ASTM C-76. B- ALUMINIZED STEEL TYPE 2 ULTRA FLO PIPE CAN BE USED IN LIEU OF RCP ON -SITE, ! 48" 0 PIPE AND SMALLER SHALL BE 3/4" x3/4" x 7 1/2" CORRUGATION 16 GUAGE WITH A MINIMUM THICKNESS OF 0.06411. 54" 0 PIPE AND LARGER SHALL BE 3/4" x 3/4" 7- /2" CORRUGATION 14 GLACE WITH A MINIMUM THICKNESS OF 0.079'.' C. CORRUGATED POLYETHYLENE PIPE AASHTO M294, JOINS SHALL BE WATER TIGHT. THIS OPTION CAN BE USED FOR ON- ITE STORM PIPE AND ROOF DRAIN COLLECTOR PIPE SYSTEM. APPROVED PRODUCTS ARE HANCOR HI-Q WITH SPRE-LOK JOINTS, ADS N-12. D, ALL PIPES SHALL BE APPROVED BY LOCAL GOVER ING AUTHORITIES, 19. REFER TO THE PAVING AND DRAINAGE DETAIL SHEETS FOR ADDITIONAL SPECIFICATIONS. 20. DRIVEWAY CULVERT ON WALTON ROAD: THE SIZE, INVERT ELEVATION AND LENGTH OF CULVERT SHALL BE VERIFIED BY THE CITY OF PORT ST.! LUCIE ENGINEERING DEPARTMENT. EXISTING 10' UTILITY L EASEMENT APPROXIMATE EXISTING GRADE P/L PROPOSED y PARKING A:1'f .yQ, _nO APPROXIMATE THE ST. LUCIE COUNTY ASMINISTRAVTIVE ANNEX SITE WAS DESIGNED TO INCLU E AN WATER ELEV. IMPERVIOUS AREA 0�I 76% (58,303 SF). THE SITE WAS INCLUDED IN THE ORI INAL SOUTH FLORIDA WATER MANAGEMENT DISTRICT MIDPORT D.R.I.PROJECT, PERMIT # 56 00274-S IN _ FEBRUARY OF 1979. ST. LUCIE COUNTY WILL CONSTRUCT 4 DRAINAGE SWALE ON THE SOUTH END OF THE SITE AND WILL MODIFY THE EXISTING SWALE TO THE EAST TO PROVIDE EXISTING WATER QUALITY. -S ORMWATER DRAINAGE CURRENTLY FLOWING THROUGH THE EAST SWALE LAKE WILL BE PIPED INTO THE EXISTING POND IN TRACT "G-1" OF PORT ST. LUCIE SECTION VERTICAL DIFFERENCE BETWEEN DATUM'S = 1.49' SIXTY-ONE, STORM THE SWALES AND UPON WATER WILL SHEET FLOW ACROSS THE PARKING LOT AND DRY PRETREATMENT, FLOW INTO THE POND. OUTFALL INTO 3 1f LIMITS OF TOPOGRAPHY PROF SWAT EXISTING SANITARY NO SCALE EXISTING DITCH TO BE FILLED PROPOSED GRADE PA (TYPICAL) I "�--_ EXISTING LAKE GRADE EXISTING 10' UTILITY EASEMENT PROPOSED I, OUTFALL PIPE EXISTING EXISTING SANITARY SANITARY E�1�r �g/V/Y �/ �y �y FORCEMAIN ! D- NO SCALE Vliv/ VE RAF. NO MS 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN FLORIDA DEPARTMENT OF TRANSPORTATION'S (F.D.O.T.'S) RIGHT-OF- WAY SHALL BE IN ACCORDANCE WITH F.D.O-T_'S SPECIFICATIONS AND STANDARDS. 2. ALL UNPAVED AREAS IN EXISTING RIGHT -OF' -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED, 3. TRAFFIC CONTROL ON ALL CITY/COUNTY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. 4. ALL CONCRETE USED ON SITE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI IN 28 DAYS. 5. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 111, AND INSTALLED IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATEST REQUIREMENTS AND SPECIFICATIONS. 6. CRUSHED COQUINA FOR THE BASE COURSE SHOULD MEET THE REQUIREMENTS OF SECTION 915 OF THE FDOVS STANDARD SPECIFICATIONS. THE BASE MATERIALS SHOULD HAVE A LIMEROCK BEARING RATIO (LBR) VALUE OF AT LEAST 100 AND BE COMPACTED TO NOT LESS THAN 98% OF THE AASHTO T-180 MAXIMUM DRY DENSITY. 7. SUBGRADE SOILS RECEIVING FLEXIB LE PAVING SHOULD BE MOISTURE S CONDITIONED TO WITHIN 2% OF OPTIMUM AND UNIFO RMLY COMPACTED TO ACHIEVE 987 OF THE AASHTO T-180 MAXIMUM DRY DENSITY. SUBGRADE MATERIALS IMMEDIATELY EDIATEL BELOW THE BASE COU RSE LAYER SHOULD BE STABILIZED IN ACCORDANCE WITH FD T' 0 S STANDARD SPECIFICATIONS FOR TYPE 6 STABILIZING (SECTION 914), 8. CONTRACTOR WILL SUBMIT COPIES OF ALL MATERIALS TESTS, CERTIFIED BY A GEOTECHNICAL ENGINEER TO CLIENT WITH PAYMENT REQUEST. CONTROL STRUCTURE SITE LEGEND: ACCESSIBLE PARKIN P C GSA E PROPOSED CONC PAVEMENT PROPOSED PAVERS -- EASEMENT LINE -� PROPERTY LINE LIMITS OF BUILDING -'--' -------- OVERHANGS& PROJECTIONS PROPOSED E r' I...,! -!f :r`„�.._..-„•' BUILDING FOOTPRINT ---•- EXISTING TOP OF ,. OVERHEAD uTlunEs .- PROPOSED TYPED"CURB PROPOSED FLOW ARROW PROPOSED FINISHED GRADE PROPOSED STORM SEWER PROPOSED CONTOUR LINE EXISTING STORM SEWER PROPOSED /-, SWALE / APPROXIMATE A -EXISTING GRADE 'LG EXISTING 10' DRAINAGE EASEMENT VARIES APPROXIMATE EXISTING GRADE p PROPOSED Lyv PARKING FS 8:1f EXISTING EXISTING (- MIN. COVER: DITCH - -- 9" -UNPAVED 6" -PAVED PROPOSED (FDOT) SWALE PROPOSED RCP STORM PIPE SC jr/ _ ®C NO SCALE I Qr 2002 Kimley-Horn and Assoc,ote5, Inc, Kimley-Horn and Associates, Inc. Engineering, Planning and Environmental Consultants E 3.. ' No. 696 Suite 400 601 21st Street Vero, Beach, A 32960 Phone: 772-562-7981 Fax: 772-562-9689 www.Kimley-Horn.com THIS DOCUMENT, TOGETHER WITH THE CONCEPTS. AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS I DOCUMENT C ENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. CID C� ce W U-tn Z � O r a O V) Z a w Iw- o F-- \ Q 00 N m V) o_ O cr J U -J 1= O z O to - (9 z O. o L,Jw () a- Z L=1 c� w z w 0- w 0- Z O om 2 O m U m U N r, O a w �. m CC) 0 h- Uj F O U` U Q t il N 0 Q U Q in z IL w 0 z W z Cr ® 5 z �l (L ® 2 LO w Q W<C01�� �- Q 0 I f I k is Engineering, Planning and Environmental Gonsultonts E.B Na. 696 Suite 400 601 21st Street Vero Beach, FI 32960 Phone: 772-562-7981 Fox: 772-562-9689 www.Kimlev—Horn.com THIS DOCUMENT, TOGETHER WITH THE CONCEPT'. AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERWCE, IS INTENDED ONLY FC'. THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. C.� N W ' z O U O V) z a > � w O F 2 J Q w O Lij f N (D N PI O 00 m tY 0. t- 0. W fh LLI Q J _J J U F- Q Z Z O Q � U) C9 z i.0 'O W w w 0 a :2 w o0. w U z � W a L W a O N Z O O �} a Qr > m } F-- . nQ O 7 Ym UQ W ~Ud > In z O Z z. � U (if W ,- o w � i a -� Q - 010 1< Q Q X w Cc Z z Q l IL U ! L/ w Ll-1 <t CV 5 (L s�q 1J / y ® F- NwuaY 0 WALTON ROAD (150' RIGHT—OF—WAY) PRE POSED TEMPORARY COI, STRUC710N ACCESS PROPOSED SILT BARRIER .(TYPICAL) ❑ 10' UTILITY EASEMENT .,,..._.... PER PLAT)`j"�9•' ., ...,.._.... ..I , .,,, , 4 —_ L x j ' 11 ,I r ........I „ , T /1 y.. t r+-- 25.9' --"`. � L .i ," $ �- r ( PROPOSED �,. .. ,:. ... ✓ ,, / /,. ; -./ r .' � , .. ,. ,/,; ,/,. ✓� ; ' , ,r'% . SILT FENCE,; I tl i( ;tS'f. „.,,. ,. ..'.' '. .Y' :' ,.f i � �. f 1 i' ;' � /f f f J ! v • 1 ;.• , i.L f' r ;PROPOSED TORY ! F 25 700 S0 FT COUNTY OFFICE BLDG. .FIN _ , r .'r ✓rr� . #,.il,/f,J /� e „/',F; 1 ( �) r FLOQR �L - 75.91' NAVD SEE ARCHITECTURAL SHEETS f / r 0' ORAINAGE ! t ,P um,n ✓i-: ' F` F f .!% ,./ ,' :' i 1 ,' r i.. F `r� - .. c� 0 0 0. o o EASEMENT M (PER PLAT w C�� d' W _,I I `,-!'1 J'/.70' DRAINAGE I qq // f/ % :ter fi4 a ,.:I j EASEMENT ggqF f 7 i,I'1 W>4!' ✓ ! f F ./F {. F I, i (PER PLAT) tit( fY - f f 1 °a' as a. r , F F" r ; 6 -� !'x [ © PROPOSED M"f a9' E ! ./•1:. �. . ,''` . „ si.',: ,. SILT FENCE / 1 I 7 p (TYPICAL) f! i 00 00 y _ I Exl4 4 F.M, .,,,. (PER 00 i. EASEMENT S - - f - NII PER PLAT fI fR \ I 1'11 �`- 121 EASEMENT (PE PLAT) .. I-, UST 4" F M PROPOSED FIST. 8" PVC TARY SEMER SILT FENCE \ M\ PROPOSED SILT BARRIER (TYPICAL) I I EROSION ----- COMM01.-- LA POST (OPTIONS 2' x 2" x 3' HIGH PRINCIPLE POST - OR 3" MIN, CIA. WOOD, POSITION (CANTED ,�� ANCHOR. BALES WITH STEEL 1.33 CBS/FT. MIN.) 20' TOWARD FLOW) 2-2" x " x 4' BUFFER STAKES PER BALE. c 6' MAX. - OPTIONAL POST �3t� POSITION "` v vvvvv vv v9 vv 0 WCBAND v v v v v G o v v vvvv FILTER FABRIC • . UPLAND gPRON DITCH ` ® DITCH v v v O v v v v v v v O v (IN CONFORMANCE qHR W W y W ' ®17 %� e o v v vv v v v v v v v v WITH SEC 985 F.D.O.T. SLII-`z-C�P SPECIFICATIONS) '" PARTIAL ''INLET COMPLETE) INLET DITCH BOTTOM INLET SILT FLOW 51 BARRIER ALONG i r / ELEVATION ENT WETLAND PERIMETER TYPICAL PROTECTION AROUND INLE S OR SIMILAR STRUC TYPE III SILT FENCE WETLAND PROTECTION DETAIL HAY BALES N.T.S. N.T.S. WLS. FIGURE 1 A/ FIGURE 2 FIGURE 3 2' MIN. TEMPORA Y �\ SOD REQUIRED - STORM [SEDIMENT vBAR E GROUND SUMP \\ OD LIMITS 2, INLET SHEET FLOW I (-2' MIN MIN.- 2' MIN. -_ 6" Y <4 T- TAKE I SWALE _ SEED PERMITTED i '4 CURB RB >- NOTE: SUMP TO RUN LENGTH: OF LAKE/ SWALF WITH ALL FLOW INTO LAKE/-SWALE TO NOTE: REFER TO POND CROSS SECTION OCCUR BY OVER TOPPING OF SUMP BERM. FOR SLOPE PLANTING SOD ALONG CURB TEMPORAR SEDIMENT GRASS SLOPES AND AROUND INLET SUMP N.T.S. N.T.S. fr .S. FiGURE 6 IGURE 7 FIGURE 18 BST MANAGEMENT PRACTICES MP's) This pion is intended to comply with appropriate conditions of the Jurisdictions Land Development Regulations, and the Rules of Florida Department of Environmental Protection, Chapter 17-25, F,A.C•, all of which shot be .complied with by the contractor during all construction activities. The plan addresses the following areas: 1. General erosion control. I, 2. Protection of surface water quality during and after construction. 3. Control of. wind erosion. The various techniques or actions identified under each section Indicate the appropriate situation when the techniques should be employed. Also identified is a cross-reference to a diagram or figure representing the technique. It should be noted that the measures identified on this plan are only suggested BMP(s). The contractor shall provide pollution prevention and erosion control measures as specified in FDOT Index #100-104 and as required by NPDES and as necessary for each specific application. _ SECTION 1 GENERAL EROSION CONTROL 1.1 General erosion control BMPs shall l b e employed Yed to minimize soli erosion and potential lake slope -in i h p Pe cow -ins. While the various techniques required will be site and pion specific, they should be employed as soon as possible during construction activities. 1.2 Cleared site development areas not continually scheduled for construction activities shall be covered withhay or overseeded and periodically watered sufficientl y to stabilize the temporary groundcover. 1.3 Slopes of banks of retention/detention ponds shall be constructed not steeper than 3H:1 V from top of bank to two feet below normal water level unless specified otherwise. 1.4 .Sod shall be placed in a minimum of a 2-foot wide strip adjoining all curbing and around. all inlets as shown in Figure 7 or as required by. the landscape plan or contract documents. Sod shall be placed before silt barriers, shown in Figure 4, are removed. SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION 2.1 Surface water quality shall be maintained by employing, at a minimum, the following BMPs and other measures as required in the planning and construction of all improvements. 2.2 Where practical, stormwater shall be. conveyed by swans. 2.3 Erosion control measures shall be employed to minimize turbidity of surface waters located downstream of any construction activity. While the various measures required will be site specific, the following measures shall be utilized as a minimum: G. In general, erosion shall be controlled at the furthest practical upstream location. b. Stormwoter Inlets shot[ be protected during construction as shown in Figures 3, 7 and 9. Protection measures shall be employed as soonas practical during the various stages of inlet construction. Silt barriers shall remain in place until sodding around inlets Is complete or as otherwise required.. 2.4 Heavy construction equipment parking and maintenance areas shall be designed to prevent oil grease and lubricants from entering site drainage features Including stormwater. collection and treatment systems. Contractor shall provide broad dikes, hay bales or silt screens around, and sediment sumps within, such areas as required to contain spills of oil, grease or lubricants. Contractors shall have available andshall use absorbent filter pads or other methods to clean up spills as soon as. possible after occurrence. 2.5 Silt barriers shall be erected as shown prior to initiation of clearing or earthwork and shall remain until vegetative cover or all disturbed areas have been established or as required by the owner. Silt barriers shallbe continuously. maintained for entire project duration. Silt barriers) shall not be removed untilapproved by the owner. Silt barriers, any silt which accumulates behind the barriers, and any fill used to anchor the barriers shall be removed promptly after the end of the maintenance period specified for the barriers. 2.6 Where required. to prevent erosion from sheet flow across bare ground from entering a lake or swole and in the absence of an acceptable temporary lake or sump area a temporary sediment sump may be constructed. The temporary sediment ' sump shall remain in .place until vegetation is established on the ground .draining to the sump. SECTION 3 CONTROL OF WIND EROSION 3.1 Wind erosion shall' be controlled by employing BMP's, which shall include the following and/or other methods as a: minimum: a. Bare earth areas shall be watered during construction as necessary to minimize the transport of fugitive dust. it may be necessary to limit construction vehicle speed if bare earth has not been effectively watered, in no case shall fugitive dust be allowed to leave the site under construction. b. As soon as practical after completion of construction, bare earth areas shall be vegetated. c. At any time both during and after site construction that watering and/or Vegetation are not effective in controlling wind erosion and/or transport of fugitive dust, other methods as are necessary for such control shall be employed. These methods may include erection of dust control. fences. If required, dust control fences shall be constructed in accordance with the detail for a silt fence shown in Figure 1 except the minimum height shall be 4 feet NOTE: PUT FILTER FABRIC UNDER GRATE. r TYPE III SILT FENCE V STAKED SILT' FENCE PROTECTION AROUND DITCH BOTTOM INLETS r OR FILTER FABRIC STAKED HAY BALES (MARAFl 60OX) ■ .EXISTING GRATE ■ ■ G" (TYP. PLAN FILTER FABRIC (MARAFl 60OX) rSECTION HAY SALE PROTECTION AROUND BITCH BOTTOM INLETS SEDIMENT CONTROL DETAIL NTS 'IGURE 9 RIP RAP AT OUTFALLS IF DIRECTED BY ENGINEER VATERING /r-TEMPORARY EARTH BERMS.` AP / -APPLICABLE IF NO ACCEPTABLE LAKE OR SUMP AREA IS AVAILABLE. 20' - 40' (x 501 MIN) 300' {x 50' MIN) (TEMP. DETENTION AREA) VEGETATED AREA NOTE: LOCATION TO BE DETERMINED BY CONTRACTOR PRIOR TO ANY TO LEGAL CONSTRUCTION AND APPROVED BY OWNER AND ENGINEER. POSITIVE DISCHARGE (TYP) DISCHARGE IMPROVEMENTS SHALL NOT IMPACT EXISTING/PRESERV 0 WETLANDS OR AREAS OUTSIDE THE LIMITS OF DEVELOPMENT, 0p 20' - 40' (TEMP. DETENTION (SEE ABOVE) NORTH 30 15 0 15 30 SILT BARRIER (TYP) SEE FIGURE 4 EXISTING SWALE ND SILT FENCE TYPE "D" CURB EXISTING STORM SEWER PROPOSED STORM SEWER m m O 4 O a a 0 0 EXISTING SWALE SILT BARRIER SEE FIGURE 4 SILT BARRIER AT CONNECTION OF STORM PIPE TO EXISTING SWALE FIGURE 13 FIGURE 14 • LOOSE SOIL PLACED BY SHOVEL. AND LIGHTLY COMPACTED ALONG UPSTREAM EDGE OF SALES TO SOD TO BE PLACED 3' BEYOND BUT ° FLOW 1 TOP OF SWALE SLOPE " 2''"''' ° FLOW �1-L i - „ I I VARIES 1 =1 -4-w ,-1 i • ==11 111_I I I_T-i M SECTION PLAN i BALED HAY BARRIER NTS FIGURE 4 p6 �FP J P4�9 ROPO p0000 0 o Sao'/Ni / Q JOJG 00 pp00.600 0Q o 4iVM O00O 000o0060 oO00oO 0 0 0 6 00000�0 0 Oo0Q000 .O6O�0o0� o oO�0oO0o0000a0 AD .,�r'0� 00 0000000000000ffo��0 �''00O 8" MINIMUM o O0 .0 0o0 o 00 0 O( oO0O�0 o000 000 c 0001000oOQ001� 2"-3" CLEAN STONE p ©000 04 0 GEOTEXTILE UNOERLINER CONSTRUCTION ENTRANCE NTS FIGURE 11 EXIS '8 'rt Ti TR� VARIES 2' MIN. VARIES — VARIES TYPICAL SWALE SECTION N.T.S. FIGURE FENCE RGURE 2 WHERE A DAM IS REQUIRED WITHIN EXISTING LAKE FOR, CONSTRUCTION OF STORM PIPE, SILT FENCE SHALL BE PLACED BEYOND THE DAM.li SILT BARRIER AT CONNECTION OF STORM PIPE TO EXISTING LAKE N.T.S. FIGURE 12 'ur Q 2002 Kimley-Horn and AssOciu es, ine. Kimle Y-Horn and Associates, inc. Engineering, Planning and Environmental Consultants E. 6, No. 696 Suite 400 601 21st Street Vero Beach, FI 32960 Phone: 772-562-7981 Fax: 772-562-9689 www.Kimhey—Horn.com THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN AS AN. INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN. AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE NTH - OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. Ld U) CD Z cD to Tm A U O V) Z Ld R 0 L_ ,_ U) � L, C.� F 4 } On Z O to W Z O } �O . It r ) Y W m 00 ~� ~ LLJ In z U U 3: m 0 ) LLI ¢ U w Cl_ a. W 1- o o a L)) a � 1 ti o 111 E.D.O.T. TYPE S-1 ASCS �1 1 /2" lf�WWI d aad a 6 6" OF LDR 100 OR GREATER OR CRUSH CONCRETE 12" 12 OF STABILIZED SUBGRADE TYPICAL PA VEMOVIr SECTION - -- --- ____----------_ _-----__ _ ___.__---_----_._—_- 1 /2 RADIUS TOOLED JOINT OR N.I.S. PLAN VIEW 1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACE ID @ 35' O.C. M X. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK i 12" 5.0' 5.0' 5.0' 5.0' 5,0' 5.0' 5. ' q --i EXISTING ASPHALT Thy PROPOSED ASPHALT O Q O Q EXISTING BASE FINISH GRADE OF CURB IN 6" LAYEF TOPSOIL I RZI0I,I�'I�IrI `I I®ICI �— PROPOSED BASE DSED RENT SEE TYPICAL PAV MENT SECTION TYPE "D"-/ CURB NOTE: WHERE REQUIRED REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY MAX. SPACING, OR 6 x 6 — W1 4 X W1:4 WWF 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYP) TYPICAL�am PR „ ` Axe. as .gym 4 N. T.S. - ------ CUT WHEEL STOP AS REVD. REDRILL HOLE FOR REBAR PIN 6" FROM NEW END (REBAR 3" 6. 0' 18 L" LONG CLASS I CONCRETE EO. (typ. 2— #5 REBAR �h a 24" FACE OFIICU B OR PVMT,i� El GE PAVEMENT am NOTE: PROVIDE 1 /2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS A SEE SITE PLAN 2„ SLOPE 1 /4" /FT. (TYP) MAX. (TYP) �T6yp —PC CONCRETE 4" MIN. — THICKEN EDGE TO 8" WHERE WALK ABUTS PAVEMENT AND 6" STEP IS REQ'D. (TYP) SECTION B-B (TYP) (b 2G02 Kimley—Morn and Associates. Inc. Kimley-Horn and Associates, Inc. Engineering, Planning and Environmental Consultants E.B. No. 696 Suite 400' 601 21'st Street Vero Beach, A 32960 Phone: 772-562-7981 Fax: 772 562-9689 www.Kimley—Horn.com THIS DOCUMENT; TOGETHER NTH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND. IMPROPER RELIANCE ON THIS DOCUMENT 'WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND ASSOI INC, ad Ur)CD Z (007 >- �C-,i Uo z —� :mow O I L 'o Q 0 Ld iFJJ z 0 W X N 0 O O } Q In n 0 Y m W O (D CDz m U) Q 0 0 d • .. • w co af i t_rr r 19"x30" PIPE 4'-1 a 19"00 PIPE 1.5"ORIFICE 4 -5 19"x30" OUTFALL PIPE PLAN GRATE TO E USF 6280 W/FRAME 4'-5" N-l" GRATE EL. 12.60 11,80 1.5" ORIFICE 19"x30" 19"x30" PIPE PIPE PIPE INV. 10.01 EL. 83 SECTION S-3A CONTROL STRUCTURE TYPE "D11 INLET (FDOT INDEX No. 232) NTS 0 0' BOTTOM V — 411 11 PLAN 591, 31—oil' Sat, Grate o- 2" C!, Eye Bo t See In ex 201 Cj N - #4 Burrs o 1211 �trs. Varies 15' Mcx. See FDOT Index No. 201, Sh. 4 & 5 For Reinf, Mod. For Depths 13' To l5' Recommended e Maximum PiP e 'Sized 2' -`0" Woll -18" Pipe 3,-I,, wall-24 Pipe ECTION TYPE C F.D.O.T. INDEX NO. 232 NOTE: ADDITIONAL SPECIFICATION5 MAY BE APPLICABLE. REVIEW ALL SHEETS OF THE F.D.O.T, REFERENCED ABOVE AND TO ANY CROSS REFERENCED INDEX THEREIN. - - - -- -- — N. T ENERGY DISSIPATER (TYP) 1.5' TAPER _ M CURB AT C_�, FLANGES 4:5' MAX (TYP) (AS REQ'D) N.lS. NOTE: Manhole top Type 8may be of cast -in -place or precast concrete construction or brick construction. For concrete construction, the concrete and steel reinforcement shall be the some as the supporting wall unit. An eccentric cone may be used. Concrete Or 8" Brick. See Note. 2' Dip. —Iw N RI 3'-6" Or 4' Din TOP 211 II" !/° 211 1� 2,1 � 122,1 `� Q Ml�rl 0 2n (II2It L-01I.-A TYPE C (Inlet Grate)' Approx. Weight 235 Lbs.', LENGTH VARIES LLJ J � TYPE I'D" CURB cn (TYP) ENERGY " DISSIPATER .(TYP) TAPER CURB m Bd (SEE IV07F 1) \ /i✓' COMPACTED SA (SEE GEOTE H COMPACTED SELECT MA TER/AL//\\ //v%\% 72" MIN Bc/4 (6'' MIN.) PIPE BELL %/// i CONCRETE COMPACTED GR NO BEDDING MA TER AL TO 95q MAX, D NSI 8c/2 �// oO j� PER ASSHTO T-180 .+00\� BC/2 Sc/4 (6" MIN) ,��� o u o I o {�'. Bc/4 (6 CONCRETE Bc UNDISTURBED SOI4 Bc/4 (6" MIN.) CONCRETE CRADLE CONCRETE A�CH ENCASEMENT CLASS 'A " SEDDNG SPECIAL CONDI TIONS BEDDING AND TRENC I ING NO TEST' 1 Bc = PIPE 0. D. Bd = TRENCH WIDTH A T TOP OF PPE MAX, Bd = Sc*24" MIN. Sd = MAX• DIM. OF BELL f 8'" (UNSHEETED TRENCH) MAX. DIM OF BELL f 12 (SHEETED TRENCH 2 DEPTH OF REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUI TABLE FOUNDA TION, FOR NON —CUSHIONING MATERIAL, DEPTH'1 SHALL BE 6" BEL W BOTTOM OF UTILITY. 1 FIN. PVMT. B 6" CONCRETE W/ cr_ 6%6"-1Ox10 WWF 09) 2" MIN. COVER TOP SECTION B—B F-' 6" 4.5' TROUGH wo w' CURB. EDGE OF Li > 1.5' 1.5' 1.5' PAVEMENT o Q' ww TYPE "D" CURB (TYP) 6" CONCRETE SLAB d �a W/ "x6"-10x10 WWF o (2" IN. COVER) SECTION A- A 6d (SEE NOTE 1) f CKFIL L V REPORT) v Z � � W � 12" MIN. U v J PIPE CAR W BELL TY 0.6 BC \� o 0 (TOTAL) Br^ NORMAL', TRENCH CLA SS "B " SEDDING NORMA L CONDI TIONS SHEETING SHALL BE DRIVEN BELOW THE UTIL/TY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL CUT OFF A MIN OF 12" ABOVE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30"'84"LOW SURFACE GRADE UNLESS SPECIF/CALL Y APPROVED BRACING SHALL BE PROVIDED AS REQUIRED. 4. SEE FD0T INDEX 205 FOR UNPA VED WITH SELECT BEDDING COVER HEIGHT REQUIREMENTS. TRENCHING ;ND1sruRBED SOIL I >i\\ COMPACTED BACKF/LL (SEE GEOTECH REPORT) \ COMPACTED SELECT SELECT MA TER/AL TO 959' - -MAX. DENSITY PER A55HTO T-180 COMPACTEO GRANULAR EDDING MA TER/AL ScI2 o (SEE NOTE 2) GRANULAR FBEVELED OR ROUND CORNERS N GRATE SOD - F 1.5'R.-/ _ _ _ F z � J LU J cJ I- Q CK w � Lv > o 0 0 o a o FASTENER -f , 3" THICK, VARIES CONCRETE §LA REINFORCED' WI H W.W.F. 6x6 - W1.4XW1.4 TOP VIEW — SINGLE PIPE *SLOPE: 4:1 MITER: TO C/L PIPE FOR PIPES 18" & SMALLER VA VARIES _ RIES 2:1 MITER FOR PIPES 24" & LARGER SLOPe SEE F-DO T INDEX VARIES GR VARteS ^�T gTes SPgCEO 14" Q oO 0• C. CONNECTOR CONCRETE 6" n PIPE SADDLE * * DITCH GRADE NOT LESS 6 ,> 1.19, 2 (THAN DIA.r 6" 4' SOD ft ENO PIPE JOINT PE MATTED BY THEENGINEER AO CONCRETE SLAB SHALL BE D EP NED TO FORM BRIDGE ACROSS CR�W OF PIPE. . I,. A EA L! ##4 BAR 4.03' SECTION F.D.O.T. No. 273 a E:1� (�) 2002 Kimley—Horn and Assc Iata6. Inc. Kimley-Horn and Associates, Inc. Engineering, Planning and Environmental Consultants E.B. No. 696 Suite 400 601 21st Street Vero Beach, FI 32960 Phone 772-562-7981 Fax 772 562-9689 www.Kimley-Horn.com THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORI2ATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND. ASSOCIATES, INC. 9 Z 00 z V O u z ¢ w Q LLJ O ° F-- LL o Q 0 m z 0 U) w 9 0 z o 0� ¢ o� i m r Iv � . 1` q Y W m 00 ~ LLJ I-- In d' Z C)(Z.O W Y > 0 In o y o v 0 HiJ .a I< o i B LL! Z Q W ® Lo ® � U W Q cv < �F'-(L Z CO c ® <c O Ow- 1 EXCAVATED TRENCH WIDTH #10 GAGE LOCATOR WIRE SHALL- BE PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR ALL____ FINISHED WATER AND FORCED MAINS. I / REDUCED. PRESSURE 70NE (RP( BACKFLOW PREVENTE' USC (FCCC) APPROVE METER ASSEMBLY 2" ANGLE VALVE METER VALVE (BRASS) PACK }-FINISH JOINT DETAI BALL VALVE TO BUILDING ANGLE VALVE AND METER TO BE PART OF BACKFLOW ASSEMBLY IN ALL UNPAVED AREAS, ANGLE VALVE TO BE LOCATED 8" INA METER BOX BELOW FI (SHED GRADE IN ALL PAVED/ISIDEWALK AREAS. ABOVE 'GROUND METER APPLICATIONS HALL UTILIZE THE SA E MATERIALS, (ABOVE GROUN) AS BACKFIOW RF [11RFMFNTS SEE NOTE #4 UTILITY I CUSTOMER MAINTAINED MAINTAINED SEE STANDARD VALVE & BOX DETAIL FINISHED GRADE VARIES 2" MALE IRON PIPE THREAD TO EPDXY COATED TRIPPPING PACK JOINT COUPLING (BRASS) SADDLE WITH STAII LESS 2" POLYETHYLENE PIPE STEEL STRAP WITF� I.P. THREAD WATER I MAIN 2" PESILIIENT SEAT GATE VALVE 4'* OATEIVALVE / PAVED AREA NOTES: 1. CAST IRON COVER WITH CASTI IRON READER LID SHALL BE REQUIRED IN TRAFFIC AREA. 2. PIPE SHALL BE RESTRAINED AT ALL BENDS AND EACH SIDE OF A ROAD CROSSING. TECHNICAL. SPECIFICATIONS AND CONSTRUCTION STANDARDS, LATEST EDITION. WHEN COVER IS LESS THAN MINIMUM, DOUBLE THE LENGTH OF RESTRAINING REQUIREMENTS. 3. FOR METER BOX, TYPE AND oUM6 R SEE OUAUFIED PRODUCT LIST. * BELOW FOUR (4) INCH, USE FOUR INCH FEOUIREMENTS. d. SEE DRAWING No. W-6 FOR INOTE ON BACKFLOW PREVENTION ASSEMBLY, CRT S DATE' PATE: 4 T. 40RT gT ORT o PORT ST.. LUCIE 9-2001 0� PORT ST. LUCIE 9-2001 �4 sT STANDARD PIPE TRENCH cno0 FILE NAME tG PORT ST. LUCIE NON-RESIDENTIAL 9-2001 WATER & WASTEWATER F PIPELINE cao0 FILE NAMEo Y caoD Sae NAM€: PSLG3. WG WATER & WASTEWATER WATER &WASTEWATER 2 DOUBLE STRAP TAPPING SADDLE PSLW4.DWG " CROSS SECTION RESTRAINED REQUIREMENTS PSLGB.DWG CONSTRUCTION STANDARDS DRAWING NUMBER: CONSTRUCTION STANDARDS DRAWING NUMBER: . AND WATER SERVICE DETAIL DRAWING NUMB€R: �ioR19� G- NLOTiTbA G-8 FzoR1a° C NSTRUCTION STANDARDS W-4 R/W R/W 1 1 //2" CURB STOP BOX/ I �EULLER H-103Q /8 ( 2 9980 TYPICAL — Y P CAL CITY Al I 1 ., 3 W FIRE E OR APPROVED EiJUAL 1/8 DEEP LETTERS TO BE CAST w ) ITH s' DIA BRONZE Dlsc HYDRANT WITH 42" MIN. BURY. z PAINT WITH 2 COATS (MIN.) 2' X 2' x 0.5' THICK SIZE OF VALVE CONCRETE PAD WITH 1 —N0. 4 12" OF VALVE OF FEDERAL SAFETY RED MAX Cr /,,,_�_/'TYPE (INDUSTRIAL ENAMEL 7664, RUST—O—LEUM)REBAR AT EACH VALVE BOX f DIREc ioN s NUMBER of TURNS To OPEN, TWO 2.5"',OUTLETS NOTE* SERVICES 8) 0 24 x 24" x 6" f� _ CONCRETE COLLAR 4.5" PUMPER CONNECTION 01 "WATER" TO BE CAST IN COVER FACING THE STREET 3" uw BONZE msc WHEN USED. ON WATER MAIN FRANGIBLE FLANGE LOCATION ANCH. iN CONc. PRO. °" OR 'SEWER`'. WHEN USED ON 1 '� FOR FORCE MAIN AND. SHALL. HAVE B LT 0 24"x24"x6" THICK CONCRETE VALVE COLLAR DOWN COVER IN TRAFFIC AREA. CONCRETE COLLAR MOUNT BRONZE DISC. WITH .12 #4 REBAR VALVE NOMENCLATURE f--FINISH GRADE � �' 00 FINISH GRADE /\ v� /� \//\�/\ MATCH EXISTING SURFACE/%,/./�/ \� SEE NOTE #1 �\ \ \ \ U RESTRI INED HYDRANT SEE STANDARD l' VALVE & BOX CONNECTOR PIPE w _i�/// ROAD MATERIAL > SDETAIL EEVE (SEE NOTE 6) Or 1 1/2" CURB STOP BOX/NIPPLE w CAST IRON VALVE BOX MAIN y LOCATOR —' WIRE GATE VALVE HYDRANT SLEEVE- LOCKING TEE VARIES P.V,C OR D.LP. PERit S E NOTE APPROVED PLANS #2 0 �34LEAVE DRAIN HOLE OPEN AND CLEAR TO ALLOW FOR DRAINAGE NOTE: a 1.PROVIDE CLEARANCE PER HYDRANT MANUFACTILRERS RECOMMENDATIONS 2 1/Z MIN. 2. A FIRM BASE CONSISTING OF SQUARE CONCRE E PAD OR 3/4 ROCK SQUARE CONCRETE PAD, BAGS OF (8" THICK) SHALL BE PLACED ON',A FIRM LEVEL SUBBASE. RIP —RAP OR 3/4 ROCK, 3. FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502: DRY BARREL 'BREAK -AWAY' NOTES: (8" THICK, 1 CU. FT,) TYP, TYPE WITH 5 1 /4" VALVE OPENING. 4. THE MINIMUM BURY DEPTH SHALL, BE 42 INCHES. I. WHEN TOP OF OPERATING NUT IS DEEPER THAN 42", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 12' BELOW FINISHED GRADE. A STEEL 5. HYDRANTS SHALL BE INSTALLED IN ACCORDAN E WITH ANSI/AWWA C600 SECTION 3.7. CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 6. VERTICAL BENDS MAY BE NECESSARY TO OBTAIN COVER UNDER SVIALES OR AT HYDRANT LOCATION. 2. COVER SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAINS VERTICAL BENDS OR OFFSETS ARE: INCLUDED IN HYDRANT ASSEMBLY, ALL BENDS MUST BE RESTRAINED. AND GREEN FOR SEWER MAINS. BOLT DOWN COVER IN TRAFFIC AREA. 7. CONNECTOR PIPE AND ANY REQUIRED VERTICAL!BENDS SHALL HAVE AN ANCHORING FEATURE ON 3. C900 P.V.C. OR DJ.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. BOTH ENDS SO THAT WHEN USED' WITH M.J. S UT GLANDS, A RESTRAINED JOINT IS PROVIDED. 8. WHEN INSTALLED WITH SIDEWALK OR CURB ROVIDE MIN. 2 FOOT CLEARANCE TO ANY PORTION OF 4. REFLECTIVE PAVEMENT MIRPM) SHALL BE 6" FROM THE EDGE OF PAVEMENT AS PEF THE HYDRANT, UTILIZING THE SIDE LOT EASEMENT IF NECESSARY, DOI' INSTALLATION SPECIFICATIONS. WATER RPM'S "BLUE" AND SEWER RPM'S "GREEN 4 7 4pRT S� DATE: 01 Z PORT ST. LUCIE. 9-20 1 Fo 1� PORT ST. LUCIE 9-2001 VALVE cAoo vac NAMe FIRE HYDRANT CAOD ELLE NAME: WATER & WASTEWATERPSLG6, WG WATER & WASTEWATER VALVE BOX & COLLAR ASSEMBLY PSLVd1..DWG o�01iJOP CONSTRUCTION STANDARDS DRAWING IGMB6 Ztorslae CONSTRUCTION STANDARDS DRAWING NUMBER: -- ---- — 1 W-1 D0' ELBOW/BRASS K JOINT A 11 1/2° E �1 1 1 1 /2° A 11 1 /2° A B 22 1 /2° FINAL 22 1 /2° g BACKFILL \\ �� C 45° SEE NOTE #4 — r 6" MIN. 6" MIN. /\ (FLAT TAMP) C z J/ 2" MAX. 12" MAY.. '� 45' INI"fIAL / C 45° C ww BACKFILL q� �e �\ PIPE ZONE mom' Q'�F (SIDE TAMP) �g HAUNCHiIIG Q\P A A A w BEDDING FOUNDATION-�\ IN -LINE ° REDUCER REQUIRED WHEN UNSUITABLE %- VALVE TEE - Al D 90 MATERIAL IS \ UNDISTURBED S IL ENCOUNTERED) N/ 7 w D TEE ', - A NOTES: DEAD END / HYDR. / 90° 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX; DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED; THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED EM ANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF UTILITY. 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIF RM' AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 70 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFET` ACT. ' 5. ALL UTILITY EXCAVATING, BACKFI LING AND COMPACTING SHALL BE IN: ACCORDANCE WITH SECTION 02220 OF THE CITY OF PORT ST LUCIE UTILITY SYSTEMS DEPARTMENT PIPE SIZE DISTANC 4" 6" 8' 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48" 54" A M NIMUM 18' B MINIMUM 18' 36' 36' 36' 36' 36' 36' C 18' 18' 36' 36'', 36' 54' '54' 54' 72' 72' 108' 108' 108' 126' 126' D 72' 72' 90' 108'' 126' 144' 162' 180' 198' 216' 270' 24' 360' 396' 396' IRPIV M FIRE HYDRANT"- -" (TYP.) RPM NOTE: 1. ARKER COLOR IS BLUE. PLACE IN CENTER OF THE LANE CLOSEST TO THE HYDRANT. IF THERE 1S NO TRAFFIC DIVIDING LIN FIND THE CENTER OF THE COMPLETE ROADWAY AND THEW THE CENTER OF THE LA f T AT THE HYDRANT IS ON. 2. IIIF HYDRANT IS LOCATED WITHIN THE RADIUS OF AN INTERSECTION PLACE A MARKER ON EACH ROADWAY IN THE LANESICLO EST TO THE HYDRANT. 3. DARKER IS PLACED PERPENDIC LAR (90 DEGREES) TO THE HYDRANT PORT ST. LUCIE 'ATER & WASTEWA ,ISTRUCTION STAND FIRE HYDRANT REFLECTIVE PAVEMENT MARKER PLACEMENT GUIDELINE R/W Kimley-Horn and Associates, Inc. Engineering, Planning and Environmental Consultants E.B. No. 696 Suite 400 601 21st Street Vero Beach, A 32960 Phone: 772-562-7981 Fax: 772-562-9689 www.Kimley—Horn:com THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND OESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON MI5 DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION' BY KIMLEY— HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. m `n Cn zCO C) co {V Lf) (� z a 0 w a: _; o w r- 0 m o_ Lo } w o' d z 0 om¢ drrmr r 0 � 0 w' Z Z y Q d" s a 0 w .• ir • fr fl UTILITY MAINTAINED CUSTOMER MAINTAINED DETECTOR METER CONCRETE SUPPORT (TYPICAL) -ROM MAIN 10 CONSUMER ------- No. FLOW DOUBLE CHECK/DETECTOR BACKFLOW PREVENTER DEVICE USC (FCCC) APPROVED PLAN VIEW I RESILIENT SEAT OS Y GATE VALVE (TYPICAL) _ 0` TYP, 0 @ oSEE NOTE #2 TYPICAL) 12" MIN. FINISH GRADE 24" MAX. DEPTH VARIES 30" MIN, 18" SQUARE CONCRETE PIPE SUPPORT (TYPICAL) RESTRAINED PIPE PER DETAILS & SPECIFICATIONS SIDE ELEVATION VIEW -NOTES: 1. ALL PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON. 2. ALL UNDERGROUND FITTINGS SHALL BE 'RESTRAINED MECHANICAL JOINT TYPE & ALL ABOVE GROUND FITTINGS SHALL BE FLANGE JOINTS WITH FULL FACE NEOPRENE GASKETS, WITH STAINLESS STEEL BOLTS. 3. PROVIDE CHAINS & LOCKS FOR THE VALVES AS REQUIRED BY THE UTILITY. 4. THE ENGINEER OF RECORD SHALL SIZE', MAIN AND BACKFLOW, TAKING INTO CONSIDERATION THE TYPICAL HEAD LOSS FOR THE BACKFLOW AND A MINIMUM SUPPLY PRESSURE BY THE UTILITY OF 20 P.S.I.. a� \� PORT ST. LUCIE WATER & WASTEWATER CONSTRUCTION STANDARDS � LOW POINT OF SWALE ANGLE VARIES z ROTATE WYE BRANCH V & BEND AS REQUIRED MIN. SLOPE 1/8" PER FO III=11• SANITARY SEWER MAIN - FIRE � BACKFLOW LOCATION DEVICE (DEPTH PER - MANUFACTURER) SECTION VIEW 4'x4%4" PVC "Y" FOR SINGLE SERVICE 6'x6%4"x4" PVC "Y" FOR DOUBLE SERVICE CONNECTION HOUSE LATERAL Y j- FINISH GRADE CL OF RISER PIPE COVER MARKED "SEWER" MATCH EXISTING GRADE FINISH GRADE z D D co J 4 ° R MIN. 1 #4 REBAR CONCRETE COLLAR SCREW CAP/PLUG CLEANOUT z TOP VIEW � CAST IRON VALVE RISER 90' BEND, RISER �� BOX & LID & SCREWED CAP (USF 7630 0 APPROVED E UAL) 0 PVC WYE 45' PC ELBOW OR T-WYE 4" SINGLE CONNECTION WATERTIGHT PVC 45' PVC WYE STOPPER W/W/D SANITARY 6" DOUBLE SERVICE STAKE & MAGNETIC SEWER MARKER (TYP.) MAIN - VARIES I PLAN VIEW PVC NOTES, 1. THE: INVERT OF LATERAL SHALL BE. 36" BELOW FINISH GRADE EXCEPT ON THE WATER PVC o 0 00 000o o�000 00 0 CAPi 0000©� a0000 MAIN SIDE OF STREET RIGHT-OF-WAY WHERE IT SHALL DROP TO 48" AS SOON AS THE AT TERMINUS 60 O p� Op O �O MINIMUM DEPTH OF SANITARY MAIN PERMITS. 00o o COMPACTED 6'' 3/4 ROCK 2. THIS DETAIL TO BE USED WHEN TOP OF SANITARY MAIN IS LESS THAN 7' DEEP. NOTE: CLEAN/OU ASSEMBLY SHALL BE INSTALLED AT MAXIMUM 75 FT. INTERVALS, 3. INSTALL, MAGNETIC MARKERS AT THE END OF EACH SERVICE LIN AND RECORD (INCLUDINC VERTICAL DROPS TO MAIN AND RISER), AND TERMINAL POINT OF THE: LOCATION. THE UTILIT DEPARTMENT'S RESPONSIBILITY. 440RT ST 1 \t� PORT ST. LUCIE J� WATER & WASTEWATER r'TORV,,` CONSTRUCTION STANDARDS SANITARY SEWE LATERAL tOUATE:001 �4oTPORT T. LUCIESANITARY SEWER AME. n6.DWG WATER & WASTEWATERBER CLEANOUT -6 �To2i9° CONSTRUGTI N STANDARDS STANDARD SEPARATION FOR WATER & SANITARY SEWER CONFLICTS Sewers and force mains should cross under water mains whenever possible. Sanitary sewers, force mains and storm sewers crossing water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe whenever possible., Where sewers and force mains must cross a water main with less than 18 inches vertical distance, both the sewer and the water main shall be constructed of ductile iron pipe (DIP) at the crossing. (DIP is not required for storm sewers). Sufficient lengths of DIP must be used to provide a minimum separation of 10 feet between any two joints. All joints on the water main within 20 feet of the crossing must be mechanically restrained. A minimum vertical clearance of 6 inches must be main- tained at all crossings. All crossings shall be arranged so that the sewer p pe joints and the water main pipe joints are equidistant from the point of crossi g (pipes centered on the crossing), Where a new pipe conflicts with an existing pipe with less than 18 inches vertical clearance, the new pipe shall be constructed of'IDIP and the new pipe shall be arranged to meet the crossing requirements above,. 2. A minimum 10-foot horizontal' separation shall be maintained between any type of sewer and water main in parallel installations whenever possible. In cases where it is not possible to maintain a 10-f of horizontal separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer or force main at uch an elevation that the bottom of the water main is at least 18 inches above the t p of the sewer. Where it is not possible to maintain a vertical distance of 18 inches in parallel installations, the water main shall be constructed of DIP and the sewer or the force main shall be constructed of DIP with a minimum vertical distance of 6 inches. (DIP is not required for storm sewers), The water main should always be above the sewer. Joints on the water main shall be located as far apart as possible from joints on the sewer or force main (staggered joints.). 3. All DIP shall be class 50 or higher. Adequate protective measures against corrosion shall be used as determined by the design engineer. 4. Maximum obtainable separation of reclaimed water lines and domestic water lines shall be practiced. A minimum horizontal separation of five feet (center to center) or three feet (outside to outside), shall be maintained between reclaimed water lines and either potable water mains or sewage collection lines. A minimum vertical clearance of 18 inches must be maintained between reclaimed water lines and potable water mains pr sewage collection lines. At crossings, provisions of FAC Rule 17-604 and 10 States Standards apply. i Ki nley—Hom and Associates. Inc. Kimley-Horn and Associates, Inc. Engineering, Planning and Environmental Consultants E.B. No. 696 Suite 400 601 21st Street Vero Beach, FI 32960 I Phone: 772-562-7981 Fax: 772-562-9689 www.Kimley--Horn.com THIS DOCUMENT,: TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WTH- OUT UASIUTY TO KIMLEY-HORN AND ASSOCIATES, INC. ews cli Ld u" Z 00 o n 1-b v o ->, In Z w LLJ p 0 <r F- o ~ N t7 1-1 ¢ N GO N r m � O V H w 0 H" a J H � � z O o 0 CD z Z ¢ w X � LJ LJ W' ED z= W U w U Z Lr 0- a z O O om Qm Um N O a = YLLJ m 00 ~� UIt ~ to O ct'� zoo � Li 0 o � Ld 0- w14- o w o a i c.> I< ¢ a c X 0 W 0 Z Q W 7-) LL 00 ®~TCi W W eV J C 1- Q {W- o- a © 2002 Kimley—Horn and Associates, Inc.. Kimley-Horn and Associates, Inc. Engineering, Planning and Environmental Consultants E. B. No. 696 Suite 400 601 21 st Street Vero Beach, F1 32960 Phone: 772-562-7981 Fax: 772-562-9689 www.Kimley—Horn.corn THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND OESfGNS PRESENTED HEREIN, AS AN r INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER. RELIANCE ON THIS DOCUMENT W9THOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY— HORN AND ASSOCIATES, INC. SHALL BE WITH- OUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. CD Eo- 01 Z O � N U O N Z d w 0- Lj O t- u 2 J Q UJ _ 1— Li O LJ F— ¢ M m Z O N Lei O Z O or ¢' or rm C) r O n . r O 4 �' Y L d '.. m U to W ~ S LLJ aT z Z' CD: Z 3 U X La m n' o ¢ o w a: m a- F- o w W of W ZZ ZQ ® ®>40W ® w— ,( cy ® ZD 1 < F- Cf) 0 w (c SCALE AS NOTED S fE N0: G -11 NAV U r �3 iLE A �`�� ..:.;,:.F �� / f. IS Qv Quer Virginians Live Oak 10' ht. min. x 4' spr: min, 1-I/2" cal. min., - IEETS DOUBLE; ! straight trunk, fieid grown iL �`�� STAGGERC — — -- I}- I 41 SP. Sabal Palmetto Saba[ l — tl ROW I 10' G.T. min., straight, booted, staggered hts. 43 : ' t0 VW Veitchia wlnin Winin Palm 10' C.T. min., straight TRJ l ` 10 WR Washin tonla robusta Washington Palm t 10' C.T. min., straight, matched his. '', a .1� ' �• '� ..° .... CJ�O ,...� o i a OS H S A OUN C V U GnR � • ER Seasonal fLE I \l ~+ 242 CHR+ Chrysaalanui or TO icaco Cocoplum e6' pots, 12' O.G. To Be Determined 44 tr p 03, 24" x 24", 24" O.C. 82 COC+ Cokcol o ba uvtfera Seagrape *3,24" x 24", 24" O.C. WR „ . ( 143 ILE Ilex vo itoria 'Nana' Dwarf Yaupon Holly "3, 24" x 24", 24" O.C. 10 d , e� t i, t 15l TRJ (\( �r — j Trachal spermum Uasminoldes Confederate Jasmine "l, 18, O.C. 623 TRI+ Trt t �sa m Floridanum Dwarf Fakahatchee "1, 24" x 24", 30" O.C., full, double40 t Grass staggered row (I) MISCELLANEOUS SWALE AREAS TO I BE SODDED WITH As SOD Pa al m notatum BAHIAGRASS Req, p Bahiagrass Sod, 100% insect/disease free, laid 92 PALMS TO BE r (TYP) Argent ne' tight, rolled, swale areas 000�r Iy co o o k' Yl MINIMUM UOF ie" 1L1= 21 As SOD St�nota um secundatum St. Augustinegrass Sod, 100% Insect/disease Free, ' �' FROM B.O.C. laid bight, rolled �0 �.� G� i t (TYP.) ` As MULCH 8ui Mulch .�( x iLE iL1= j r ". ( J 3 layer Mulch E oplCbastgbecla Recyc(ng,tlnct' ..,. , im8 1 e "(561) 46i-5833 „' TRJ ALL INTERIOR .` Denotes Nativ PI nt Material 3g ISLANDS TO BE Qv �- sERMED 4 T Ai4a 1 ILE L 4NpSCAPA GUL 4TION SUMMARY �., TR SLOPE (r P.) 44 I ` l _LL 1 4 IL)= 1� n I Site Area: Ll6 AC n. Required Provided a .b 45 u . _..__.... :� �2 \ Zoning Glasaificatio 44 r0 1 1 t 5 t - . • • yp,, 14 .' - P 2ta r ( General Landsca e Requirements . 25 i ) Shall limit use of sod to 50% of site landscaping. 50go 0% max. 4•i ,., I 5 '�. Alshrubs shall be of minimum of 24" in height at _ •` g 24" ht., 24" ht. min., 24" O.G. max. (Dwf. planting nd spaced a maximum of 24" O.G when used 24" O.C. Fakahatchee Grass shown at 30° T >•ir t �• „ for screening purpo3es. O.G., double staggered row) LO _ shall be a = _. .., t tY, s t-': r e. �r ' '� All trees ' , �� minimum 4' s read anintm m of 10 O.A. at lantin with a p g 10 DA. x 4' spr., (0 OA. min. x 4 spr. min., _ minimum caliper of 1-1/2 . I-1/2" cal. 1-1/2" cal. min. • �O'• 1 �a ( .I, p ` z1,1 All palms shall have minimum clear trunk of 10'. GT " - 10 C.T.min ,r rv.. /SFr N than 50 + `'� .. .� more n % of required trees shall be palms. o NA NA "Uj 50% of the required tress shall be native. SWALE AREAS TO BE ; : 50% 50% min. SODDED WITH �\ r BAHIAGRA55 (TY .) A All vines shall be minimum of 30" in height. 30" 30" ht. min. North__ _ is \ rF 10% of groundcover ins asonal flowers. 10% 10% min. t } r at-� 25% of planting strip is o be planted in groundcover. 25% 2590 min. r Fig.. ��� „y zeZ , Landsca in Ad" ce t to Public Rh hts-Of-Wa Scale )° = 20' I tree per 30 LF 20 90 0 10 20 40 ' North Buffer 10 trees 10 trees (3 Crape Myrtles, 6 Winin p y (311 LF/30 LF = 10 trees) Palms, 2 Canary Island Pate Palms (o 2:1)) Job No. C,47477000 West Buffer i trees "I trees (2 Oaks, 4 Winin Palms, 2 Drawn By URG 1220 LF/30 = 1 treee) Canary Island Date Palms (g2:U) F Checked By WDW UVA Landsca a Re irements Date 28JAN03 e _ ' 10' buffer with I tree per 30 LF and a continuous hedge -, 9 RvAsions North Buffer I (54 LF/30 LF = 3 tre�s) z Per new pump room and chiller Continuous hedge 3 trees, 3 trees (3 Crape Myrtles), Yes Yes I East Buffer Sheet 1 (240 LF/30 LF = 8 trees) 8 trees, S trees 06 Saba! Palms (e 2:1)), 1 ®� Continuous hedge Yes Ye8 Ih�oo Routh Buffer (350 LF/30 LF IZ trees finis document, tdong wih the omc�Is and ilesigns printed = 12 trees, 12 trees (25 Sabal Palms (e 2:1)), hwein, as on rshumen4 of serke, is Intend onty for the Ve* Continuous hedge Yes Yes purpose and dish for which R roe epwed. Reuse of mid improper rdio nce an iha pprr I tree per parking tsland/ nd Island document talhout m1h0u auUwwy to I and odaptatiall Resource N tree x 12 islands = I trees) 12 trees 12 trees C12 Oaks) Group. Urn Resource Groty stw8 be wdtwut GdsTdy to Udmn Resource Group. ■ 1. PROTECT TREE TRUNK WITH BLACK RUBBER NOW. 2, 910 GAUGE WIRE (NOTE FOR STRQVGEST NE AT STeR). 3. ;TWO 6' COMMERCIAL GRADE i' - POST SPACED EVENLY AROUND TREE, A 3' MIN" OF CYPRESS MULCH COMPACTED OR AS SPECIFIED. S SOL BERM TO HOLD WATER. 6. FINISHED GRADE (SEE GRADNNG PLAN) 7, TOP OF RarTBALL MIN. if FlNISHED GRADE 8, B 4 B OR CONTAINERIZED QUSEE SPECIFICATIONS FOR r BALL REQUIREMENTS). 9, PREPARED PLANTING SOIL AS SPECIFIED. 10, R09WLLS GREATER THAN 24' DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT ROOTBALLS SMALLER THAN 24' IN DIA, MAY SIT ON COMPACTED EARTH. WrE5: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANnNG PITS PRIOR TO INSTALLATION, S. FINAL TREE STAKING DETAILS AND PLACEMEiI TO BE APPROVED BY OWNER C. 'TREE SAVER' ANCHORING SYSTEM MAY BE SUBSTITUTED FOR IV - POST 5TAK94G SYSTEM UPON LAN APPROVPEBOWNAROUTECT� Small Tree Planting Detail (,R MESS) INTS NOTES: A. WASHINGTONIA PALMS SIMILAR W/BOOTS INTACT. B. SEE PLANS AND SPEC5.FOR PALMS W/ BOOTS TO REMAIN ON TRUNK. C. FINAL TREE STAKING DETAILS AND PLACE- MENT TO BE AP- PROVED BY OWNER: I D. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION, ^ OVERALL PALM _ HEIGHT (MEASURED. TO TOP OF BUD) CLEAR WOOD MEASURED TO BOTTOM OF _ LEAF SHEATHS) GRAY WOOD (MEASURED TO TOP OF HARDENED TRUNK) Palm Planting Detail CSECnnCN NTS I. MINIMUM OF NINE (q) G000 PALM FRONDS 2. PRUNE AND TIE FRONDS WI H HEMP TWINE, C BAGE PALMS TO BE 'HURRICANE CUT' 3. 5 LAYERS OF BURLAP TO PROTECT TRUNK, 4. FIVE 2' X 4' X 16" WOOD BATTENS. 5. SECURE BATTENS WITH 2- 514" CARBON STEEL BANDS TO HOLD BATTENS DRY, EVIL, HEIG BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING, 6. 3-2` X 4' x 8' LODGE POLES. NAIL DRILL AND NAIL IF NECE 5ARY) TO BATTENS AND 2" X 4 STAKES, FLAG AT MIDPOINT AND AT BASE. 7. PROVIDE FLAGGING 8. 3' SPECIFIED MULCH 9. BERM SOIL TO HOLD WATER 10. FINISH GRADE 11 PnTX WOOD TA 24' (MIN) (TYP.) NAIL TO SUPPORT POLES 12. PREPARED PLANTING SOIL AS SPECIFIED I. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. FILTER CLOTH 4. 5. 6. SLOPE BOTTOM TO DRAIN e Tree Planting Detail FRONT OF PLANTING iD. + + -i- REFER TO PLAN - + -}- + SCHEDULE FOR SPACING MAINTAIN 12" DEAD ZCNIE AT BED EDGE PLAN VIEW 4T 1. BACKFILL WITH 1/2' - 3/4' GRAVEL. 8. WATER TABLE. (DEPTH VARIES) NOTE• FOR A PARKING ISLAND PLANTING SITUATION CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. REFER TO NOTE 0.3 OF WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION, Poor Drainage Condition Detail E sEcn�N Nib Shrub / Groundcover 5ECIIOIV QH CROWN MEDIANS E 4:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS), EXCAVATE A CONTINUOIS 36' DEEP 2O PIT fLE TOP OF CURB) FOR ENTIRE ENGTH AND WIDTH OF LSL.MND R BACKFILL WITH APP- ROVED RANTING SOIL MIX. SEE 2.024 ® PROVIDE CONTINUOUS 'DEEP ROOTV ROOT BARRIER. (WHEN SPECIFIED). q PROTECT AND RETAIN ALL CURBS AND BASE, Q PROVIDE I? DEAD ZONE 0 CURB EDGES. Q PROVIDE 2' FROM TOP OF CURB TO FINISH 'GRADE TO ALLOW FOR pical Landscape Mot I. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE.. z. MULT6AUGE WIRE (N►TE FOR iPLKK TREES. GUY TO STRaNG('BT iRUaa T cFMER). 3. THREE 6' COMMERCIAL GRADE 'r - POST SPACED EVENLY AROUND TREE, 4. 3' MINIMUM OF CYPRESS MULCH COMPACTED OR AS. SPECIFIED. 5. SOIL BERM TO HOLD WATER. 6. FINISHED GRADE (SEE GRADING PLAN) 7. TOP Of ROOTBALL MIN. I' ABOVE FINISHED GRADE 8. SEE SnONSPRCIFt�CAT7E BALL REOLAREMENiS). 9. PREPARED PLANTING SOIL AS SPECIFIED, 10. RQDTBALLS GREATER THAN 24 DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED 50NNILLG TO ROROOTBALLSEVENT SMAILLER THAN 24' IN VIA MAY SIT ON COMPACTED EARTH, A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. 'TREE SAVER' ANCHORING SYSTEM MAY BE SUBSTITUTED FOP IT' - POST STAKING SYSTEM UPON APPROVAL BY OWNER OR LANDSCAPE ARCHITECT. NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED I" - 2' HIGH WITH 501L MOUNDING UP TO THE TOP OF ROOTBALL 2. PRUNE ALL SHRU135 TO ACHIEVE A UNIFORM. MASS/HEIGHT 3. 3' MINIMUM OF CYPRESS MULCH COMPACTED OR AS SPECIFIED 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUDCOVER BED. 5, FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING 501L AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO 8E AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. Detail NEB i I SEE SITE PLAN MULCH OR SOD. PROVIDE 4' MINIMUM TOPSOIL ABOVE COMPACTED SUBGRADE FOR 50D (TYP). (2) COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). GENERAL NOTES A. VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION ACTIVITY. a EXCAVATE ENTIRE AREA UNDER ALL 5HRUS5/GROUNDCOVER/TREES, C. ALL MEDIANS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS OR DO NOT MEET LOCAL REQUIREMENTS. NTS General' A. Scope of Work 1, The work consists of furnishing all labor, materials, egpipment, toolp, transportation, and any otter appurtenances necessary for the completion of this project as shown ah the Drawings, as included in the Plant List, and as herein specified. 2. Work shall include maintenance and watering of all planting areas of this Contract until Certification OF Acceptability by the Owner, B. Protection of Existing Structures All existing buildings, walks, walls, paving, piping, and other Items of construction and planting already completed or established shalt be protected from damage by this Contractor unless otherwise specified. All damage resulting from negligence shall be repaired or replaced to the satisfaction of the Owner. C. Protection of Existing Plant Materials Outside Limit of Work The Contractor shall be responsible for all Unauthorized cutting or damage to trees and shrubs existing or otherwise, caused by careless operation of eoyipment, stockpiling ofmaterials, etc. This shall include compaction by driving or parking inside the drip -line or the spilling of oil, gasoline, or other deleterious materials within the drip -line. No materials shall be burned where the heat will damage any plant. Trees killed or damaged so that they are misshapen and/ or unsightly shall be replaced at the cost to the Contractor of One Hundred Dollars ($100) per caliper inch pn an escalating scale which adds an additional twenty (20) per cent per inch over farm (4) inches',caliper as fixed and agreed ligpidated damages. Caliper shall be measured six (6) inches above gr and level for trees up to and including four (4) inches in caliper and twelve (12) inches above grounal level For trees over four (4) Inches in caliper. D. Materials I. General Samples of materials as listed below stall be submitted for approval, on the site or as otherwise determined by the Owner, Upon approval of samples, delivery of materials may begin. MATERIALS SAMPLES Mulch awe (t) cubic Foot Topsoil me (1) cubic yord Plants one (1) of each variety 2. Plant Materials a. Plant species and size shall conform to those indicated on the drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES 1g42 Edition. All nursery stock shalt be in accordance with GRADES AND STANDARDS FOR f URSERY PLANTS Parts I and 11, latest edition published by the Florida Department of Agriculture and Consumer Services. All plants shall be Florida Grade No. I or better as determined by the Florida Division of Plant industry. All plants shall be freshly dug, sound, healthy, vigorous, well -branched and free of disease and insects, insect eggs and larvae and shall have adegyate root systems. Trees For planting in rows shall be ,uniform in size and shape. All materials shall be subject to oval by the Owner. Where any re uilrements are ornitted from the Plant List, the plants Fumished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the Owner. b, Measurements: The height and/or width OF trees Shull be measured from the ground or across the normal spread of branches with the plants in their normal position. This measurement shall not include the immediate terminal growth. Plants lager in size'. than those specified in the Plant List may be used if approved by the Owner. if the use of larger plants is approved, thebail of earth or spread of roots shall be increased in proportion to the size of the plant. c. Inspection: Plants shall be subject to inspection and approval at the!placeOF growth, or upon delivery to the site, as determined by the Owner, for gpality, size, and variety;, such approval shall not impair the right of inspection and rejection at the site during progress of the hark or after completion for size ad condition of balls or roots, latent defects or injuries. Rejected plants shall be removed immediately From the site. Notice regpesting inspection shall be submitted in Iwriti by the Contractor at least one (1) week prior to anticipated date. E. Topsoil and Said Topsoil for use in preparing soil for backfiliing plant pits shall be thirty percent (30%) muck ad seventy percent (70X) sand and be fertile, friable, and of a loony character, without mixture of subsoil materials, and to from swell -drained, arable site. It stall can `n three (3) to: five (5) pertezl. decomposed organic matter and shall be free From heavy clay, Coaxes d,: stones, lime, lumps, pints, roots or other ore' f gn materials, or noxious weeds. it stall not contain toxic subst Hass which may be harmful to pia t growth. pH range stall be 5,0 to 7.0 inclusive. Sand shall be coarse, clean, well draining native said, Contractor shall submit results or soil tests for topsoil and sand proposed for use under this Contract for eglp-onal by t Ie Owner. Treesshall be planted in the existing native soil onsitk', unless determined to be unsuitable at which point the contras{tor shall contact Landscape Archtitect to discuss alternate recommendation pripc to planting. F. Water Water necessary for planting and maintenance shall be of satisfactory qo lity to sustain an adegpate growth of plants and shot[ not contain harmful, natural or man-made elements detrimental to plants. Water meeting the above standard shall be obtained on the site from the Owner if available, and the Contractor shall be responsible to make arrangements for its use by His tanks, hoses, sprinklers, etc. If such wateris not available at the site, the Contractor shall provide such satisfactory water from sources OFF the site at no additional cost to the Owner. G. Commercial Fertilizer Commercial Fertilizer shall be a complete formula; it shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. Fifty percent (50%) of the nitrogen shall be derived from natural organic sources.. The following Fertilizers shall be used and applied at rates as suggested by manufacturer's specifications: I. Shrubs and Trees - Milcrgmite, or approved egal 2. Annuals and groundcovers - Osmocote/Sierra Blend 14-14-14 3. Sod - 8-8-8 Fertilizer In addition to surface applied fertilizers, all container grown and field grain plant material staff receive "Agrlform' planting tablets 24-10-5 form Tula, 21 gran or e(Val. These tablets shall be placed at a depth of root ball at the rate as specified by manufacturer, H. Mulch Mulch material shall be moistened at the time of application to prevent (wind displacement, and applied at a depth of 3 inches. See pent .list for type of material ("Flora -mulch," Eucalyptus Mulch, Pine Straw, or Cypress) ad grade. !. Digging and Handling 1, Protect roots or balls of plants at all times from sun aid drying winds, water and Freezing, as necessary until planting. Plant materials shall be adegUately packed to prevent breakage and drying out during transit. Trees transported more than ten (l0) miles or which as not planted within three (3) days of delivery to site shall be sprayed with on antitronspirant product ("Wiltpruf" or egpal) to minimize transpirational water loss. 2. Balled and bulapped plants (B48) shall be dug with firm, natural ball of soil of sufficient size to encompass the fibrous and feeding roots of the plants. No plaits moved with a bolt shall be planted if the ball is cracked or broken. Plants balled ad burlopped or container gown shall not be handled by stems. : 3. Plants marked "BR' in the Plant List shall be du with bare roots. Tine roots shall not be cut within 9 than thn minimum spread specified in the Plant List. Care shrill be exercised that the roots do not dry out in moving ad prior to plaiting, 4. Protection of Palms (if applicable): Only a minimum of fronds shall be removed from the crown of th Palm trees to facilitate moving and handling. Clear Trunk (CT) shall be as specified after the minimum of Fronds hove been removed. All palms shall be braced per detail. 5. Excavation of tree pits shot[ be done using extreme care to avoid damage to surface and subsurface elements such as utilities or horoscope elements, footers and prepared sub- bases. J. Container Grown Stock 1. 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 which are of good gpality and are in a healthy growing condition. 2. An established container grown plant shall be transplanted into a container and groom in that container sufficiently long 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. Container grown stock shall not be handled by their stems. 3, Plait roots bound in containers shall not be acceptable. A. Substitution of non -container grown material for material explicitly specified to be container grown will not be permitted unless written approval Is obtained from the owner and Landscape Architect, K. Collected Stack When the use of collected stock is permitted as indicated on the Plant List Schedule, the minimum sizes of rootballs shall be ecpal to that specified For the next larger size OF nursery Town stock of the same variety. ',.... L. Native Stock Plants collected from wild or native stands shall be considered nursery grown when they have been successfully re-established in a nursery row andgrowunder regular nursery cultural procrices for a minimum aF two (2) growing seasons and have attained adealyate root aid top growth to Indicate full recovery from transplanting into the nursery row, M. Materials List Quantities necessary to complete the work on the Drawings shall be furnished by the contractor. Quantity estimates have been mode carefully, but the Landscape Architect or owner assumes no liability for omissions or errors. Should a discrepancy occur between the bidders take off and the pl nt list gpantity, the Landscape Architect shall be notified for clarification prior to the submissions of bids. All dimensions and/or sizes specified shalt be the minimum acceptable size I N. Fine Grading I. Fine grading under this Contract shalt consist of final finished grading of lawn aid planting areas that have been rough graded by others, Berming as shown on the drawings shall be the responsibility of the Landscape Contractor, unless otherwise noted. 2. The Landscape Contractor shall fine grade the lawn and planting areas to bring the rough grade up to final finished grade allowing for thickness of sod and/or mulch depth, This Contractor shall fine grace by hand and/or with all equipment necessary including a grading tractor with front-end loader for transporting soil within the site, 3, All planting areas shall be graded and maintained to allow Free flow of surface water. Areas adjacent to buildings shalt slope away From the buildings. 0. Planting Procedures 1. Cleaning up before commencing work: The Contractor shalt clean up work and surrounding areas of all rubbish or objectionable matter. All mortar, cement, and toxic material shall be removed from the surface of all plant beds. These materials shall rat be mixed with the soil, Should the Contractor find such soil conditions beneath the soil which will in any way adversely affect the plant growth he shall immediately call it to the attention of the Landscape Architect or Ouxer. Failure to do so before planting shall make the corrective measures the responsibility of the Contractor. 2. Verity locations of all utilities, conduits, supply lines and cables, Including but not limited to: electric, gas (lines and tanks), water, sanitary sewer, stormwater lines, cable and telephone. Properly maintain and protect existing utilities. - 3. Subgrace Excavation: Site Contractor is responsible to remove all existing and imported limerock and limerock sub -base from all landscape planting areas to a minimum depth of 30. Site Contractor is responsible to backfill these planting areas to rough finished grade with clean topsoil from on on -site source or an imported source. If limerock or other adverse conditions occur in planted areas after 361 deep excavation by Site Contractor, and positive drainage con not be, achieved, Laal5cpe Contractor shall utilize planting detail that addresses par drainage. 4. Furnish nursery's certificate of compliance with all regpirements as herein specified and regpired. Inspect and select plant materials before pets are dug at nursery or growing site. 5. General: Comply with applicable Federal, State, County, and local regulations governing landscape materials and work. ConForm to accepted horticultural practices as used in the trade. Plants shall be protected upon arrival at the site by being thoroughly watered and properly maintained until planted. Plants shall not remain unprotected for a period exceeding twenty-four (24) hours. At all times workmanlike methods customary in good horticultural practices shall be exercised. 6. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the t irrigation (work to assure availability of water and proper location of irrigation items and plants, 7. All planting pits shall be excavated to size and depth in accordance with the USA Standard for Nursery Stock 260.1, unless shown otherwise on the drawings, and backfitled with the prepared Planting Soil r01 s specified hereinbefore (Sect Test aI( tree pits with water before Chantng to assure proper drainage percolaton is available. No allowance will be made for lost pints due to improper drarage. IF poor drainage exists, utilize planting detDt( that addresses this condition. Trees shall beset plumb ad held in position until the planting mixture has peen flushed into place with o slow, full hose strewn. Ail planting shod be performed by personnel familior with pirating procedure awl ceder tiny supervision of a rrified Planting foreman. Proper °jetting in shall be assured to eliminate air pockets around the roots: "Jet Stick" a ecaxal is recommended. 8. Take all necessary precautions to avoid damage to buildings and building structures while installing trees. q. Soil mixture shall be as specified in Section E of these specifications. In addition, each planting pit shall receive 21-gram "AgriForm" planting tablets per manufacturer's specifications or as follows: Two (2) tablets per I gal. plant - Three 3) tablets per 3 gal. plant - Four (4) tablets per 10 gal. plant - Larger Material - two (2) tablets per 1/2' of trunk caliper 10, Trees and shrubs shall be set straight and at such a level that after settlement, the plait crown will st one (1) to two (2) inches above grade. Each plant shall be set in the center of the pit. Planting soil mixture shall be bakfilled and thoroughly topped around the ball and shall be settled by water after tamping. L 11. Fill hole with soil mixture, making certain ail soil 15 saturated. To do this, Fill hole with water and allow to soak minimun twenty (20) minutes, stirring if necessary to get soil thoroughly wet, Pack lightly with feet. Add more wet soil mixture. Do not cover tap of ball with soil mixture, only with mulch. Ail burlap, rope, wires, etc., shall be removed From the sides and tops of balls, but no burlap shall be pulled from underneath. 12, Pruning: Each tree shall be pruned to preserve the natural character of the plant as shown on the drawings. All soft wood or sucker growth and all broken or badly damaged branches shall be removed with a clean cut. 13. Shrubs and ground cover plants shall be evenly spaced in accordance with the drawings and as indicated on the Plant List. Cultivate all planting areas to a minimum depth of 6", remove ad dispose all debris. Till into top 4' the plaiting soil mix as specified in Section E. Thoroughly water all plants after installation, 14. Tree guying and bracing shall be installed by the Landscape Contractor in accordance with the pions to insure stability and maintain trees in an upright position. If the Landscape Contractor and Owner decide to waive the tree guying and bracing, the Owner shall notify the Landscape Architect in writing of their intentions and agree to hold harmless the Landscape Architect in the event any trees fall down and damage person or property, 15, Mulching: Provide a three (3) inch minimum layer of specified mulch over the entire area of each Shrub bed, ground cover and vine bed and tree pit. 16. Herbicide Weed Controb .All plant beds shall be kept free of noxious weeds until final acceptance of work, If directed by the Owner, "Round -Up" shalt be op0led for weed control by qualified personnel to all planting areas in spot applications per manufacturers precautions and specifications. Prior to final inspection treat all plantirg beds with an approved pre -emergent herbicide at on application rate recommended 6 the manufacturer, P. Lawn Sodding 1. The work consists of lawn bed preparation, soil preparation, and sodding complete, in strict accordance with the specifications and the applicable drawings to produce a gross lown acceptable to the Owner. 2. Lawn Bed Preparation: All areas that are to be sodded shall be cleared of any rough gross, weeds, and debris, and the ground brought to an even grade. .The whole surface shall be rolled with o roller weighing not more than one -hundred (100) ponds per Foot of width. During the rolling, all depressions caused by settlement of rolling shall be filled with additional soil and the surface shall be regraded and rolled until presenting a smooth and even finish that is up to tine regpired grade. 3. Soil. Preparation: Prepare loose bed four (4) inches deep. Apply Fertilizer at rate of twenty (20) pounds per one thousand (1000) sgpare feet. Application stall be uniform, utilizing approved mechanical spreaders. Mix Fertilizer thoroughly with the soil to a depth of three (3) inches. Hand rake until all bumps and depressions ore removed. Wet prepared area thoroughly. 4. Sodding a. The Contractor shall sod oil areas that ore not paved or planted as designated on the drawings within the contract limits, unless specifically noted otherwise, b. The sod shall be certified to meet Florida State Plant Board Specifications, absolutely true to varietal type, and free from weeds, Fungus, insects and disease of my kind, C. Sad panels shall be laid tightly together so as to make a solid sodded loom area. Sod shall be laid uniformly against the edges of all curbs and other hard5cope elements, paved and planted areas, Adjaennt to buildings, a four inch mulch strip shall be provided. Immediately following sod laying, the lawn areas shall be rolled with a lawn roller customarily used for such purposes, and then thoroughly irrigated, if, in the opinion of the Owner, top -dressing is necessary after rolling to Fill the voids between the sodpanels and to even out inconsistencies in the sod, clean said as approved by the Landscape Architect or Owner shall be uniformly spread over the entire surface of the sod and thoroughly watered in. 5. During delivery, prior to and during the planting Of the lawn areas, the sod panels shall at all times be protected From excessive drying and unnecessary exposure of the roots to the sun. All sod shall be stacked so as not to be damaged by sweating or excessive heat and moisture. 6. Lawn Maintenance: a. Within the contract limits the Contractor shall produce a dense, well established lawn. The Contractor shall be responsible for tine repair and'. re -sodding of all eroded, sunken or bare spots until Certification o Acceptability Fthe Landsca Architect or Owner. Repaired by R ed sodding shall Landscape ha be accomplished as Pa 9 p In the original wok (including regrading if necessary). b. Water every day for ten (10) Successive days, then water three (3) times per week (at even intervals) for two (2) additional weeks. All watering shall be of Sufficient ayantity to wet or restore water to depth of four (4) inches. �. Clean-up Upon completion of all planting work and before final acceptance, the Contractor shall remove all material, equipment, od debris resulting from his work. All paved areas shall be broom clearad and the site left in a neat and acceptable condition as approved by the Owner's Authorized Representative. Z. Plant Material Maintenance All plants and planting included under this Contract shall be maintained by watering, cultivating, spraying, and all other operations (such as re -staking or repairing guy supports) necessary to insure a healthy condition by the Contractor until Certification of Acceptability by the Landscape Architect or Owner, Maintenance after the Certification of Acceptability shall be in accordance with the specifications in this section. Contractors are requested to provide a bid estimate to cover landscape and irrigation maintenance for a period of 610 calendar days commencing after acceptance. Malnten ate Bid Item) 1. Contractors are regpested to provide a bid estim ' tenanceFollowinq the initial qO-day maintenance period an a cost per month basis., Guarantee I. The life and satisfactory condition of all 15 gallon and larger plant material installed by the Landscape Contractor shall be guaranteed by the Contractor for a minimum of one (1) calendar year commencing at the time of Certification of Acceptability by the Landscape Architect or Owner. 2. The life and satisfactory condition of all other plant material (including sod) installed by the Landscape Contractor shall be guaranteed by the Contractor for a minimum of 90 calendar days, commencing at the time of Certification of Acceptability by the Landscape Architect or Owner. 3. Replacement: Any plant not found in a healthy growing condition at the end of the guarantee period shall be removed .from the site and replaced as soon as weather conditions permit. All replacements shall be plants of the sane kind and size as specified in the Plant List. They shall be furnished planted and mulched as specified actor "Plating', at no additional cost to the Owner. 4. In the event the owner does not contract with the Contractor for landscape (and irrigation) maintenance, the Contractor is encouraged to visit the project site periodically during the one year warranty period to evaluate maintenance procedures being performed by the Owner, and shall ratify nd the owner in writing of maintenance procedures or conditions which threaten vigorous and health plant growth, It is suggested such site visits shall be conducted a minimum of once per month for a period of twelve (12) months from the date of acceptance. Final Inspection and Acceptance of Work Final inspection at the end of the (Nanntee, period shall be on planting, construction and all other incidental work pertaining to this Contract. Any replacement of this time shall be subject to the same one (1) year guarantee (or as specified by the Landscape Architect or Owner in writing) beginning with the time of replacement and ending with the some inspection and acceptance herein described. Scale AS NOTED Job No. 047477000 Drawn By URG Checked By WDW Date 19NOV02 Revisions Sheet This (10= 1, aiealg wb Ifis mncefda odd desgns presenfed her&. as on sstwment of service, is iatetded amp for tN wife purpose mid cGs1t for vhirtl fl was prEfx . Rase of and' rdiity on this doaiment dot Left ouRaritatioa and adpla' by than Resource fame M be Wthout ILENRty to MIEN Resource Group. WAL7'ON ROAD (l 5O' OF —WAY) . ,.... } i, h ySi .... .�C ,,n._ yI t � 9 r. t - 54, , I r I k rk t rs i s, 1 if a i i { { { r 31 r •, 1 i 1}} Y _ ti ..{ r f " .,;f'j t I � < il : e s y. : ,:., fare Lasqq,t _x i t�»• t t.-,._ t � , ..r ...,_Y r• it 1 j?') ; ;1 ! 12 411,y 441.. y 1 I i.,.:.d Y 1 r a t L i f { 1 r r i 4 e ! t q t t X I 1 I l +r r R r c 4' yr � l S F . 1 i e r 1112 t, r+ t ? i d V t �'� � r 1 I�" `� ,>.., ..,°: .r, ten. �..., ,..'}�...,.,.•, a s t� ez .L,4� 3/4'I 3/4° ....�, . ,... �..»a#-,.,,. :r•..r,r ®r.w.w,®r w ell�.:w.a w w.�:�:pr w mxkxw.. ... ,wball r• �11.l�,1!!w '114d2.i�I�,J� �J�!rA'�Mk;lR �Iraw:1M�!! r Q 3/4 i t 4a _, ,._ 4...., !i ' era rr:.f .M I r lUU SuL Fl. RUNTY OFFICE BLDG. N. FLOOR-E.L. = 15.91' NAVD EE ARCHITECTURAL SHEETSJ. <:'t,W 3/4 3/4 777-7— v .1..:':rtisn�. e m is 3/4`; j t 3/4 s; \ j ' s a , n m- f t- W ,� (' ::!. f j. � Y.• rp�# ,.v_r e_nw Nam_».. M ., .:,....__ i i c�3/4 I 3 4 v : x3/4 �` % � Mara.,._ ••, 'I, f i314' 3/4' is ....., .. •,,. ' 3/4' 314 r, .R 3/4" 1 )d r. IS 'M 2 is£Ik - !4 N (? s t G t>L.�,A a I 39 10 40 •1 ■ a .- t tl ...,.� . f ,„..... [ 's .;�� 4 ! •;I :�-," 1 ,} ,'.. .. 1�1'i•2" .�`� • fQ�1°Fs 8 �` � Dr,,, ? 4�t`'.. . ...._,...E ( .. ...... .v A v, ,..t,:;•a & .:. .,%. '; ;f ,,:.:r ,,<.. :.; `�/A ..,, ..,�., �..'SK.:... r .:.4... r�;rah. t.,. � `.'""�' �:. , 4 e ., .:.� -1 i 4: t �' i y ,"_-f • A>r t. n {: y (4 L. r. > e, t„ �Ilf i�„ .:„se•...,. ...rss! .+.'h t i:t. .y VOL t t yA Y } I yy r .. d ,.. II 4j. ' PROPOSED LOCATION""Of r2 HP PU W/ 3' WELL, CONTROLLER AND RAIN SENSOR. f .r br H f`ki if,.`N 'a rr xl LAI' z IJ 3J4 3/4 £ y z 1I i 1 � it I3 5 � l =r u 1 s 1 'Is F� rr.r s se ( t I • _ 3/4 i i »,..... ; ' It fM 1 i III , t r�> p tk s <r t j r r k I n d- r III ,' 4 . 1 #.m 00It 1tl O O ! r _ OO `11: v 39t x„ i > 1 ..,r.� 3/4j 4: i? 3/ 1 v.3 j 6 314' fl at Ap , ij i '{ _ NOTE: VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES BEFORE CONSTRUCTING PROPOSED IRRIGATION MAINLINE. MAINLINE LOCATION SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES IN FIELD PRIOR TO THE CONSTRUCTION OF MAINLINE TO MAINTAIN A18" MIN. VERTICAL SEPARATION FROM EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF.THE DESIGN AS SHOWN IS NOT ACHIEVABLE (TYP.). URBAN IRESOURCE GROUP A DIVISION OF RIULEY-NORN AND ASSOCIATES, INC. URBAN & DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE SITE GRAPHICS IRRIGATION DESIGNED BY: A. T. DESIGNS INC. ENGINEERING & CONSULTING SERVICES (551) 881-7280 300 Prosperity Farms Road, Suite G North Palm Reach, FL 33408 9 Eli 0 North --- ff+r' Scale 1' = 29 20 10 0 10 20 40 Job No. 047477000 Brawn By URG Checked By wow Date 49NOV02 Revisions 1, Per new pump room and chiller Sheet ! _ 1 Th>s docuneut, deg odh the car, Is and designs prated haeo, as an oslru neat of sewce, is intended i for the spe* purpose and dient for wha it w% prepared. Reuse of and improper rdionoe on this document wiUlod written aftiation and odopfatan 4 Urhon Resource Croup shall be Out Hir iTity to Urban Rosoome Ito LWAIN A. EXTENT: Includes furnishing all labor, materials and equipment for the proper installation of the irrigation system. The work includes, but is not limited to the following: (1) Trenching and Backfill; (2) Automatically Controlled Irrigation System; (3) Test All Systems and Make Operative; (4) "As -Built Drawings. B. GENERAL.: 1. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Inspections required by local ordinances during the course of construction shall be arranged as required. On completion of the work, satisfactory evidence shall be furnished to the Tenant's construction representative to show that all work has been installed in accordance with the ordinances and code requirements. 2. Approval: Wherever the terms "approve" or "approved" are used in the specifications, they shall mean the approval of the tenant's construction representative in writing 3. Before any work is started, a conference shall be held between the contractor and the Tenant's construction representative concerning the work under this Contract. 4. Coordination: Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible 5. Inspection of Site: a. Contractor shall acquiont himself with all site conditions. Submission of his proposal shall be considered evidence that the examination has been conducted. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify the Tenant's construction representative for instuctions as to further action. Failure to do so will make contractor liable for any and all damage thereto orising from his operations subsequent to discovery of such utilities not shown in plans. b. Contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts, should such stubs not be located exactly as shown, and as may be required to work around existing work at no increase in cost to the Tenant's construction representative. 6. Protection of Existing Plants and Site Conditions: The Contractor shall take necessary precautions to protect site conditions to remain. Should damage be incurred, this Contractor shall repair the damage to its original condition at his own expense. 7. The owner reserves the right to substitute, add, or delete any material or work as the work progresses. Adjustments to the contract price shall be negotiated if deemed necessary by the Owner on a per diem basis. 8. The Owner reserves the right to reject material or work which does not conform to the Contract Documents. Rejected work shall be removed or corrected at the earl time possible. 9. Work Schedule: Within 10 days after award of the Contract, the contractor shall submit to the Owner a work schedule. 10. "As -Built" Irrigation Drawings: Prepare an "As -Built" drawing on a blueprint which shall show deviations from the bid documents made during construction affecting the main line pipe, contaler locations, remote control valves and quick coupling valves. The drawings shall also indicate and show approved substitutions of size, material and manufacturers name and catelog name and catelog number. The drawings shall be delivered to the Tenant's constuction representative before final acceptance of work. 11. Final Acceptance: Final acceptance of the work may be obtained from the Tenant's construction representative upon the satisfactory completion of all work. 12. Guarantee: All work shalt be guaranteed for one year from date of acceptance against all defects in material, equipment amd workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship to the satisfactory of the Tenant's construction representative. Repairs, if required, shall be done promptly at no cost to the Owner. C. MATERIALS: 1. General: All materials throughout the system shall be new and in perfect condition. 2. Plastic Piping: All main lines shall be Sch. 40 Type 1120-1220 polyvinyl chloride (PVC) pipe and shall conform to CS-256-63 Alt lateral piping shall be PVC Class 160 solvent weld conforming to ASTM D-1784 and D-2241 3. Plastic Fittings: Sch. 40 solvent weld, polyvinyl chloride II standard weight as manufactured by Sloane, Lasco, or approved equal. 4. Solvent Cernent: Compatible with PVC pipe, of proper consistency, and color. 5. Sprinkler Head Risers: Sch. 40 PVC for risers. Pipe shall be cut in a standard pipe cutting tool with sharp cutters. Ream only to full diameter of pipe and clean all rough edges or burrs. Cut all threads accurately with sharp dies. Not more than three(3) full threads shall show beyond fittings when pipe is made up. Assemblies shall be as detailed. 6. Automatic Controllers: See Legenc 7, Remote Control Valves: See Legend 8. Control Wiring: 24 volt solid UL approved for direct burial in ground, Minimum wire size: 14 guage. 9. Sleeves for Control Wiring: Under all walks and paved areas and where indicated on drawings. Minimum PVC 1220-160 psi plastic pipe. 10. Sprinkler Heads: See Legend 11. Quick Coupling Valves: Shall be noted on drawings. D. WORKMANSHIP: 1. Lay out work as accurately as possible to the drawin s. The drawings, thpu hoarefull d awn, are g erally diagrammatic to the extent that swine joints, a Ise�a, and all to tInge are not shown. 2. The Contractor shall be responsible for full and compete coverage at no additional cost to the Tenant's construction rep esentative. 3. Any major revisions to the irrigation system must be submitted and answered in written form, along with any change in contract price. E. INSTALLATION: 1. Excavation and Trenching: a. Perform all excavations as required for the installation 'of the work included under this section, including shoring of Earth banks to prevent cave-ins. Restore all surfagces, existing underground installations, etc., damaged or cut as a result of the excavations to their orig;cral condition and in a manner approved by the Owner. b. Trenches shall be made wide enough to allow a minimum of 6 inches between parallel pipe lines. 'Trenches for pipe lines shall be made of sufficient depths to provide' the minimum cover fr m finish grade as follows: 1) 18" minimum cover over main lines 2) 12" minimum cover over control wiring from controller to valves. 3) 12" minimum cover over lateral lines to head's. c. Maintain all warning signs, shoring, barricades, flares and red lanterns as required by the Safety Orders of the Division of industrial Safety and local ordinances. 2. Pipe Line Assembly: a. Install remote control valves where shown and gro p together where practical; place no closer than 12 inches to walk edges, buildings and walls. b. Plastic pipe and fittings shall be solvent welded u ing solvents and methods recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and fittings shall bS thaughly cleaned of dirt, dust and moisture before applying solvent withl, a non -synthetic bristle brush. C. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for and contraction. d. Make all connections between plastic pipe and mejxpansion al valves or steel stic pipe with threaded fittings using plamale adoters., 3. Sprinkler Heads: a. Install all sprinklers as detailed on drawings. b. Do not scale plans for exact head location. 4. Closing of Pipe and Flushing Lines: a. Cap or plug all openings as soon as lines have en installed to prevent the entrance of materials that would obst ct the pipe. Leave in place until removal is necessary for completion of installation. b. Thoroughly flush out all water lines before installing heads, valves and other hydrants. c. Test in accordance with paragraph on Hydrostatic Tests. d. Upon completion of the testing, the contractor shall complete assembly and adjust sprinkler heads for proper distribution. 5. Hydrostatic Tests: a. Request the presence of the Owner in writing at least 48 hours in advance of testing. b. Testing to be accomplished at the expense of the Contractor and in the presence of the Owner. c. Center load piping with small amount of backfill tc prvent arching or slipping under pressure. d. Applying a continuous and static water pressure of 125' psi when welded plastic joints have cured at least 2 hours and with the risers capped as follows: 1) Main lines and submains to be tested for 2 h urs.', e. Repair leaks resulting from tests. 6. Automatic Controllers: a. Connect remote control valves to controller in a c ockwise sequence to correspond with station setting beginning with Stations 1, 2, 3, etc. 7. Automatic Control Wiring: a. Install control wiring, sprinkler mains and laterals in common trenches wherever possible. b. Install control wires at least 18" below finish grade and lay to the side and below the main line. Provide looped slacl, at valves and snake wires in trench to allow for contraction of wires Tie wires in bundles at intervals. c. Control wire splices will be allowed only runs over 500 'ft. Connections shall be as detailed. d. All wiring passing under existing or future paving, onstruction, etc., shall be encesed in plastic or galvanized steel conduit extending at least 12" beyond edges of paving or constuctio . 8. Backfill and Compacting: a. After system is operating and required tests and inspections have been made, backfill excavations and trenches with clean soil, free of rubbish. b. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum 90% density. c. Compact trenches in areas to be planted by thoroughly flooding the backfill, Jetting process may be used in those areas. d. Dress off all areas to finish grades. F. CLEAN-UP: Remove from the site all debris resulting from work of this section. HEAD DETAILS NOT TO SCALE FINISH ORADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: 2-INCR MALE NPT x .490 INCH RB ELHOW 'SWING PIPE, !2-RICH LENGTH [I¢ttt r PVC SCH 40 TEE OR fiLL t LATERAL PIPE -PLANT MATERln[. -FINISH GRADE/TOP OF MULCH �POP-UP SPRAY SPRINKLER HA2 INCH MALENPT X .490 INCH ELBOW NG PIPE, 12-INCH LENGTH: PVC SCH 40 TEE OR ELL /2-INCH MALE NPT X ASO INCH BARB ELBOW PVC LATERAL PIPE 12" Pop -Up Sprinkler Electrical Main Disc NPT z ADD INCH 1/21 MAY NPT X .490 BARB ELBOW Hydropneumatic Tank 12" I,oncryner 2 HP Centrifugal I Pump Rairi Sensor MR, starter TOP VIEW PUMP DETAIL N.T.S. NT MATERIAL GRAD$/TOP OF MULCH -UP SPRAY SPRINKLER MALE NPT X .490 INCH 0W PIPE, 12-INCH LENGTH: T SCH 40 THE 0a Etc -PVC LATERAL PIPE Sprinkler Hydropneumatic Tank � Rain Sensor Switch Bib 3" Well Valve LEGEND RAIN BIRD 1806-15EST .5 GPM @ 30 PSI 13 RAIN BIRD 1806-15SST 1.5 GPM @ 30 PSI RAIN BIRD 1812-15EST .5 GPM @ 30 PSI RAIN BIRD 1812-15SST 1.5 GPM @ 30 PSI IS RAIN BIRD 1812-15SST 2.0 GPM @ 30 PSI RAIN BIRD 1812-IOQLA .5 GPM @ 30 PSI �5 RAIN BIRD 1812-10HLA 1.0 GPM @ 30 PSI 40 RAIN BIRD PA-10-10FLA 2.0 GPM @ 30 PSI RAIN BIRD 1806-12F 2.0 GPM @ 30 PSI RAIN BIRD 1806-12Q .5 GPM @ 30 PSI RAIN BIRD 1806-12H 1.0 GPM @ 30 PSI RAIN BIRD 1806-15EST 1.0 GPM @ 30 PSI RAIN BIRD 1806-15EST 2.0 GPM @ 30 PSI RAIN BIRD 1806-15EST 4.0 GPM @ 30 PSI 2HP CENTRIFUGAL PUMP (MODEL: GRISWOLD R2FH2) WITH 3" WELL HARDIE ELECTRIC VALVE (700-1.5) 2" GATE VALVE (2001b RATING) RAIN BIRD CONTROLLER (ESP-12LX+) 12 sta. MINI CLICK RAIN SENSOR 2" SCH. CLASS 200 O-RING .,,,,"",,,,,",.",,,m""",.,,""."w. PVC SLEEVE (SCH. 40) I I K are ELL CROSS TEE alto O @CONCRETE THRUST BLOCK Is @P1P%MRiWRO SOIL (TYPICAL) ©. . FITTING. @FITT iis , , NOTES: .I R:IEILARGER SHALL RECEIVE CONCRETE THRUST ,2. SEE SPECIFICATIONS FOR AMOUNT OF iw CONCRETE TO BE USED FOR THRUST BLOCK. WYE 2 HP Centrifugal Pump SNAP-TTTE WHOR CONNECTORS r7 RECTANGULAR VALVE BOX WITH LID ELECTRIC REMOTE CONTROL VALVE .. , : . ` FINISH GRADE Concrete Pad II 3" Suction To Well 2 Main Pvc UNION To Irrigation Main SCH. 80 PVC NIPPUR SIDE VIEW PUMP DETAIL s N.T.S. NOTES: DO NOT SCALE PLAN FOR EXACT HEAD LOCATION. ALL RISERS SHALL BE PAINTED FIAT BLACK. THE CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE, THE CONTRACTOR SHALL RUN 3 ADDITIONAL SETS OF WIRES 1N EACH. DIRECTION TO EACH END OF THE MAIN FOR FUTURE USE THE CONTRACTOR SHALL BE RESPONSIBLE FOR HARD WIRING THE THE ELECTRICAL SERVICE CONNECTIONS. ALL MAIN LINE SLEEVE LOCATION ARE ACCOMPANIED WITH A 2" ELECTRICAL CHASE FOR THE CONTROL WIRING. FINAL LOCATION OF ALL COMPONENTS SHALL HE SUBAECT To OWNER APPROVAL. THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE TO CONTACT A.T. DESIGNS FOR HYDROSTATIC AND OPERATIONAL TESTING AND PERIODIC INSPECTION. THE CONTRACTOR SHALL MAKE ALL NECESSARY MODIFICATIONS To THE SYSTEM, 'WHICH SHALL ALLOW FOR THE FUTURE CONNECTIONS TO THE WATER SOURCE. PVC LATERAL LINE _] SCH. 40 PVC MAINLINE PEA GRAVEL SUMP 8" BEYOND EDGES OF VALVE BOX AND 81, DEEP CONTROL VALVE- N. T. S. EEVE SIZE SLEEVE SIZE GALLONS F MINUTE v1p MT =.1 s 1 o 11111 V.� I M11 I IRRIGATION DESIGNED BY: Scala 1' = 20' 20 10 0 10 20 40 Job Na 0474- 7000 Drawn By URG Checked By WDW Date 19NOV02 Revisions Sheet N hcalrr , abng Willi the m and deigns presented heroiE , as on ament of o&, 's i 0111 1 Only for the s*fic propose and diet to( rhih it was tY" d bm of and'mgtoopp�N rerace on ilia doaummt rdhout ift auUlafzotW and o#tabm by Me Resource Grog slid) be Without iotik to Urban Resom GrNp. rlmrl NN © 2000 Xfmley—Horn and Associates, fnc, X 1 0 a BENCHMARK UTILITY POLE (AS NOTED) SIGN (SPOT ELEVATIONS IRON ROD AND CAP ST4MPE "LB 4942 w NO CORNER FOUND\NO 1COR14ER SET 9 --- � NORTH RIGHT OF WAY LINE ABBREVIATIONS = PROPERTY LINE = RIGHT-OF-WAY LINE = EASEMENT LINE = OVERHEAD WIRE = STORMWATER PIPE as NOTED = CONTOUR LINE OF ELEVATION RISER CONCRETE UTILITY Rta'.. __,t _ CB CHORD BEARING D 9 NATIONAL GEODETIC POLE (TYP) n_ _. _ CH CHORD NGV 192 N 1 " "" CM CONCRETE MONUMENT VERTICAL DATUM OF 1929 - -oHW No NUMBER _ ;) w'"Ii CMP CORRUGATED METAL PIPE R RE OF PAVEMENT Co COMPANY OHW OVERHEAD WI EDGE DELTA ANGLE PG PAGE PB PLAT BOOK SITE BENCHMARK VERTICAL CURT A L T N 17_Ol A _ _,.... UwG DRAwwG 3 RAS$ ISLAND „,y *I, a Ftl PK PARKER KALON SET 5 8 IRC n TAB `p ;�' <ti 1 5 0 WIDE R I �S W T a SF;,! W A Y ELEV EAST ELEVATION PLS PROFESSIONAL LAND SURVEYOR FOUND STAMPED C N R " POB POINT OF BEGINNING / ASPHALT PAVEMENT i. 13 696 TRAY. PT. " INC INCORPOR/ TEO ELEV.=12.90' TE MEDIAN.,'' w, 15p' POC POINT OF COMMENCEMENT " cM A Py F T.PAVEMENT MES ry,'TFOUND INV INVERT ELEVATION R RADIUS r� 14"X20 RCP NAIL 1N IRC IRON ROD With CAP ,'r `r , ; S- R ..FIV=9.84 TIN TA INV. ELEV.=9.60 RCP REINFORCED CONCRETE PIPE 6" VERTICAL CURD r;`. L LENGTH h GRASS ISLAND q _ RES REGISTERED LAND SURVEYOR o EDGE of PAVEMENT 5 _ ., LB LICENSED BUST ESS z N NORTH SNG S�CTH OI-I W TO B `� TOE' x �� _ 75.02'( , ~��TW�: _ .` - . e wa _ SEC SECTION OE Q CONCRETE 0 L1TY _ .,. r h f,- `' 18" RCP T TANGENT GRAPHIC SCALE r, �, POLE (TYP) c TWP TOWNSHIP —OHW = .. ' O t.W = _ , .,. - ..., .. _,. _.. ». t.,:.:. d - . _ ..._< ! OHW ELEV.= TYPICAL °TRAFFIC LI HT , „ TYP EST''. ao o zo ko I 1 5 WIDE CONCRETE SI WALK r CoN,TROL 8 X^ _— T 27D r j - NE W '—,=_-WM-- _ �41 (M)- Y 7 wi,- , >'yt SOU RIGHT F WAY LINE w N89'51'2 SOUTH R ( IN FEET) / i WITH VALVE LITY EASEME ,r - - - - - i Y FIRE HYDRANT, 10 WIDE UTI 50'(M) "'. I P I ., tICf T POLE i inch = 40ft. A GUARDRAIL, Ii I WI1H ELECTRIC RISERS / T1LAt� 1 [� �10 s 1 10' WIDE DRAINAGE EASEMENT �' ss L 98 i i a=so 00'00" PORT ST. LUCIE SECTION SIXTY- ONE ' R=75.00' lei :;I1Dt PORT STY L U C 9 E y r=75.00' PLAT BOOK 24 PAGE 6 i, �. f!�(M)? L=117.81' t I; ` BECK T90 nM SIXTY-ONE I 10 WIDE -DRAINAGE I , LIGHT,POLE I(," CH=106.07 " nr /``` ` EASEMENT c`' S ' ,I (TYP: L" L, .Cif U B O O Kl 2 4 y U G�! L�1 LS CB=S45°08 33 W j , o I "t 7. II (i _ 1 FOU D 5/8" IRC f',F 1 f Q E, STAMPED S s, f I I t .N t a ` "LB 4942" # I MI 0 TYP, I f- p CONCRETE PARKINGi y'� f� �r m .) ( ) �T .GTr 'y 1d S �'',Ei .!Y ;ll• L 4 ' ) f�"; h i"1 "y� z,) !J UU O U 9� 11. 9a t> �N'j '�`� f i t ..y.. ,�`b I-,.t �€ I S Qi AREA. NJ I It I ! I f_ P #,Spy p .E R ,,n T' E E S I I I' POR T s8 T. L UCIE I..y a I�IZ ��� , � c � SEC T I OO N S§ X T Y O GPI a IoIN fJfti A;tG" A ;,I, t `� i l��r l lij 41'% jY T _ _ iW PL A U U OK 24, l0 OE VW I I} y ,yia ci pI 3 �� 1�I �I F Q I. µt > > '� .-- = i', _ "" T I I i { 1 TRACT "K", LEG FORT ST, LUCIE SECTION SIXTY-ONE, ACCORDING TO THE PLAT THEREOF, 03 to -c3 :- y ' SANITARY SEWER MAVHOIE `x '"' I =1` DEb IN PLAT BOOK 24, PAGE 6 OF THE PUBLIC RECORDS OF ST. LUCIE I AS RECOR a f y RIM ELEV 13 03 , I I ; ; ; NfES COUNTY, FLORIDA. I v f ls1 r ;t' t 24" RCP f E; INV. EL V 5.51 : i - I , 1 ' tM l� . r l- { `W. INV. EL V `.43 I 1 cs l , - f , .` I.NV. ELEV.-9.56 - Y 4 > 4 _ 1p I I I E° CATCH BASIN O s sx _ 00 NC 0E UTlCtT S °� �tif? E I (' I/� I , GRATE ELEV.=13.35 Q m r„ YOBfo yr+u (-! Y;FASfMENT 1 1 I I1�E. INV. E EV.=10.39 I 7$•qq 11 336„ CCP s` , 'CND NOT t 6` �, $ 4 O"w o y-- -- -- c 0. S �.- PVC 1 a 215.72' M� +` FOUND 3 0' SITE BENCHMARK SET5/8" IRC M„" S'A'NiTAP f SEWER MANHOLE 3" R RIM ELEV =12.55 �C i L A K E STAMPED E. INV. EL€V.=6.75 COR ER NOT FOUND SE. INV,ELEV.=6.56 \CO NER NOT SET o�' "LB 696 TRAV. PT." W: INV.ELEV s.34 (TYP,) ELEV.=13.62' T 1ST A C T 54` /�l� /(��P Qljf��'(ry/ T )����(S T/��}yam a (n( J( (�LUCIE /�/ �/�� � Y 1.:9 C 4 y O YV V 4 4Y ' Y Q O YM L.f P L A T BOON 24>,, Phi OCR G TRACT A POT ST. LUCIE SEC T 0 SlX T Y- •ONE PLAT BOOK 24P PACE REE REN E DRAWING I. BOUNDARY SURVEY PREPARED BY CULPEPPER AND TERPENING! INC.. SHEET 1 OF 1, JOB NUMBER 01-168S DATED FEBRUARY 8, 2002. lJR/ :Y RS REPORT 1. THIS IS A TOPOGRAPHIC SURVEY ONLY. THE BOUNDARY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSE O<LY AND WAS BASED ON A BOUNDARY SURVEY BY CULPEPPER AND TERPENING, INC., PROJECT No. 01-168S, DATED FEBRUARY 8, 2002. 2, VERTICAL DATUM: ALL ELEVATIONS SHOWN HEREON HAVE BEEN REFERENCED TO THE NATIONAL AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THE EXISTING CONTROL UTILIZED TO ESTABLISH SAID REFERENCE IS A CITY OF PORT ST. LUCIE BENCHMARK NUMBER 1025 HAVING A PUBLISHED ELEVATION OF 13.28' NAVD 88. 3. THIS SURVEY WAS PERFORMED IN THE FIELD FROM JUNE 3, 2002. KIMLEY-HORN AND AND ASSOCIATES FILE NO. 047477000, FIELD BOOK 193, PAGES 27-30. 4. THIS SURVEY IS NOT INTENDED TO LOCATE ANY UNDERGROUND FOUNDATIONS, UNDERGROUND ENCROACHMENTS OR UNDERGROUND UTILITIES, EXCEPT AS OTHERWISE SHOWN HEREON. 5. NO TITLE OPINION IS HEREB EXPRESSED OR IMPLIED. 6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSON OR PERSONS NAMED HEREON, AND IS NOT SUITABLE NOR INTENDED FOR ANY REUSE WITHOUT THEE PRESS WRITTEN VERIFICATION OR ADAPTATION BY THIS SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED. THIS SURVEY IS NOT VALID UNLESS SIGNED, DATED, AND STAMPED WITH THIS SURVEYOR'S EMBOSSED SEAL. 7, THE PREMISES SHOWN HERE N MAY BE SUBJECT TO ANY EXISTING EASEMENTS, RIGHTS -OF -WAY, RESTRICTIONS, AND SETBACK LINES WHETHER OR NOT THEY MAY BE SHOWN HEREON OR WHETHER OR NOT RECORDED IN THE PUBLIC RECORDS. REVISED 8/21/02 - REVISED VERTICAL DATUM NOTE This certifies that a boundary of the property described hereon was made under my supervision and that th! boundary survey meets the minimum technical sta or e forth by the Florida Board of Prof®4sion Land •Sur rs in pier 61G77-6, Florida Administrative Co ,pursuant t Sect' 72.027, Florida Statutes. And that thi wing is a u and rate representation thereat to best n 'I belief. Subject t tes pn notot sh ere No. DATE: - G+m ® C,00 . NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Kimley-Horn and Associates, Inc. Engineering Planning and En vkonm en tal Consultants Suite 400 601 21st Street Vero Beach, Florida 32960 Phone: 561-562-7981 Fax: 561-562-9689 F a w� z 0 a 'z to x Ld w O t— W W s to 0 L z 0 U co d xoxw dM t`I w ¢ co a a w w z t3 F- to 0 0 W 0 ELU_ LL 0 0 J 0- i- c.i DELUGE SYSTEM SEE PREPROTECTION DRAWINGS. U LIFE": SAFE 5T FLOOR FLAN 1/16" = II-0" 1/16" = 1'-0" LIFE SAFETY LEGEND EXIT SIGN ® FIRE EXTINGUISHER (PROPOSED LOCATION •J ... -- ... PATH OF TRAVEL (MAX. TRAVEL DISTANC ) — - — - — - - DISTANCE OF REMOTENE OVERALL DIAGONAL DIMENSION FOR REMOTENESS ONE HOUR FIRE SEPARATION 72" UJIDTH PROVIDED 6 lk��EGRESS CAPACITY DESIGNATION NOTE: FIRE EXTINGUISHER'S FINAL LOCATION TO BE ESTABLISHED BY FIRE MARSHAL EGRESS LEGEND TAG IUIDT! { EGRES' CAPACITY El 12" 31 E2 72" 360 E3 12" 311 E4 12" 360 E5 72" 360 E& -12" 360 E? 36 " 180 ES Bro - E9 36" l80 EIO 36" - Ell 36" 180 E12 12" 360 E13 36" 160 E14 36" 180 TOTAL 3420 CODE ANALYSIS PROJECT DESCRIPTION: The Project consists of a new 25,000 square foot municipal office building for the County of St Lucie. The building will be used by the County to house many departments, including Tax Collector, Property Appraiser and Office of Election Supervisor. This structure is classified as a business use facility. The facility is owned and operated by the County of St Lucie. The primary material of the facility is metal -roofing system, stucco on CMU blocks and aluminum windows and doors. APPLICABLE CODES: Florida Building Code 2001 Including: Electrical Code, Chapter 27 (NEC-99) Gas 2001 Mechanical 2001 Plumbing 2001 Life safety Guidelines (NFPA 1 and NFPA 101) as stated High Velocity Hurricane Zones, Chapter 15 & 16 Accessibility Guidelines, Chapter 11. Florida Fireprevention code 2001 LOCAL MUNICIPALITY: City of Port St Lucie 121 SW Port St Lucie Boulevard Port St Lucie, Florida 33984 OCCUPANCY LOAD: Total Occupancy Load: 245 Designated Area Square Feet Area per Occupant Total Occupancy Ground Floor 1Z650 100 gross 127 Second Floor 11,750 100 gross 118 BUILDING DATA: (TABLE 5M USE Group (305): Group B Construction Type. V Unprotected (sprinklerecO Allowed Provided Maximum Height: 55 feet 45 feet Maximum Area 14,000 sq ft 1Z650 sq ft Maximum Stories 2 story 2 story FIRE RATINGS (TABLE 600): Fire Rating Required in Hours Provided Interior Bearing Walls Supporting Roof Only 0 1 Columns Supporting Roof Only 0 0 Beams Girders. Trusses & Arches Supporting Roof Only 0 0 Roofs & Roof/Ceiling Assemblies 0 0 Exterior bearing walls/ and Gable ends of Roofs 0 to 3 ft 3 (0%) N/A 3 to 10 ft 2 00%) N/A 10 to 20 ft 2 (20%) N/A 20 to 30 ft 1 (40%) N/A over 30 ft 1 (NU 1 Exterior Non -bearing walls/ and Gable ends of Roofs 0 to 3 ft 3 (0%) N/A 3 to 10 tt 2 00%) N/A 10 to 20 ft 2 (20%) N/A 20 to 30 ft ?? 1 (40%) N/A over 30 ft 1 (NU 1 Fire Resistance Rating (Chapter 7) Table 7.05.1.2: Protection of Partition/Openings Wall/Partition Oppnin 1 Shafts 1 1 Exit AccessCorridorS 1 20 min 1 Table 7042.4: Exit Access Corridors Fire Resistance Rating REO A (30 or More Occupancy) Sprinklered 0 1 MEANS OF EGRESS: Max Travel Max Dead End Eves width lteveD Stair M-ft Mh Corridor Width Mn Door Cmna B 200 feet 20 feet 02 person 0.3 person 44" 32' REQ. PROVIDED Required Egress Width: 0.2 X 127 = 25.4' (261 26' 360 Required Stair Width: 0.3 x 127 = 38.1' (391 3W 132, Number of Egress required: 2 2 3 (Based on Minimum - 1004.2) Number of Egress Required: (Based on Travel Distance) 2 2 3 HURRICANE CRITERIA: ASCE 7-98 Wind Zone Category: 4 (ASCE 7-98 Wind Map) Basic Wind Speed for Zone 4: 140 mph High Velocity Hurricane Zone Uniform permit Application (Required by Contractor) RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIM HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH. (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regafch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE FI. LIFE SAFETY GROUND FLOOR REVISIONS NO. PERMIT SET ISSUED JANUARY 31. 2003 DATE 08-07-02 SCALE DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REAWN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EMCM OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 13Y OTHERS, DICEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-00 I 2 OF 31 GI\Pro j\Conn\01062\Plot\01062_AO.01.dwg EXISTING TRAFFIC SIGNAL POLE EXISTING TRAFFIC : CONTROL $OX OHU _ OHU OHU WV Ex \ » t r J= UP, 51TE LEGEND: \ * ACCESSIBLE ' PARKING SPACE i �e PROP0 ED GONG. ( '� PAVEM NT i r I AIX PROPOSED ' PAVERS --------------------------- EASEMENT LINE 1 w w rLz — LIj PROPE Ty LINE I 1 a- C C) Q LIMITS BUILDING J SSE --- ------------ OVERHANGS a � �y PROJECTIONS = Cx�7 2 Q14 Q E 10' UTILITY EASEMENT BUILD TOB — _� EXISTIt� TOP OF BANK oFu OVERN AD UTILITIES NOTE: SEE LANDSCAPE PLAN, AND CIVILPLAN FOR ADDITIONAL INFORMATION. -�--OHU OHU ISTING FIRE YDRANT E POSED 2 15TORY - SQ. FT LUCIE COI]I 1TY ANNEX" BLDG. FLOOR EL = 15.SI' NAVD .ml1:' MIN PARKING FOR PROPOSED BLDG.: 104 SPACES (INCLUDES 5 A.D.A.) (RATIO . 4.0EMO 1D SOFT.) 31 COMPACT SPACES (34 ALLOIIMD) '-2 3/4" , o I o I a a o 0 0 11 . / / I I i 0 w O 61 r o��E AREA j �ER 1 A.. 1 OS UD ROOM i g`-1111 v 7ro L�" o o 2 00 i; 1 o 00 it E 00 y' 00 TOB ------------- 100 tog \ GENERAL NOTE: COORDNATE SITE FLAN W1 AL CIVIL DRAWINGS FOR PROPER LAY- T OF ARCHITECTURAL /��� ji S I TE LAN -ARCHITECTS • I N T E RI O R S P L A N N E R .S INCORPORATED d RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDOE HIGHWAY, SUITE 201 WEST PALM BEACH FLORID A33401 PH: (561)-'659-2383 FAX: (561)-'659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: SST.. �L,(U�CIE�C�O7�UvNTY L"�1J1Ylll�. �'�1V1VL'A P02-158J1�15888 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ARCHITECTURAL SITE PLAN REVISIONS NO. PERMIT SET ISSUED JANUARY 31 2003 DATE 08-07-02 SCALE I" =20'-0" DRAWN DJE CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS CUM OR NOT. THEY SHALL NOT BE USED 13Y THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS M THIS PROJECT BY OTHERS, EXCEPT BY AGREFAIENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-002 3 OF 31 G,\Pro J\Comm\01062 \Plot\01062_AO.03.dwg FLOOR NUMBER-- - 6% AT GRAB BAR AUTOMATIC INS LOCATION Moo! C'MM'RL NES Y � ■rrr■ I -_ 1 ■run r N -ARCHITECTS -INTERIORS -PLANNERS EG PROPORTIONS FOR 1215PLAY GOWITION5 FOR TDD SYMBOL HEARING L055 SYMBOL OF ACCESSIBILITY SYMBOL OF A6C.E551BILITf OF ACGF551BILITY SYMBOL OF ACCESSIBILITY 1'-6° 4e,abo j \ q INCORPORATED Lii i q- t OF 1'7L. i i } CLEAR FLOOR CALL BUTT51 SPACE FOR m HG URINAL 1 ' 3oxit8 ' LAVATORY _ INTERNATIONAL 5Y` BWL5 6N5 CLEAR FLOOR j 0" SPACE FOR \\ WATER CLOSET \ _- m ' I 1 ylti*EBN SHALL ALIGNDEPTiOFURINAL BARRIER FREE 5TANPADSoRICKGONZALEZ, A.I.A. q PRESIDENT AR 0014172 5GALE• NOT TO SCALE, UNLESS NOTED O 15E TYPI CAL 120 S. DDaE HIGHWAY, SUITE 201 ' NOTE: BARRIER -FREE STANDARD: INDF ATED HEREIN ARE TYPICAL. ACCESSIBLE TOILET ROOM PLAN (FUEL I G AREAS) WEST PALM BEACH i zDIMENSIONS SHOW) ARE TYPIC UNLESS INDICATED OTHERWISE .£ ELSEWHERE IN THE DRAWING5. F L 0 R I D A 33401 q PH: (561)-1659-2383 ELEVATOR ENTRANCE ISOMETRIC FAX: (5 6 1) - 6 5 9- 5 5 4 6 mail@regarch.com ----------- +------ 2•-6' MIN DOLOR I CORPORATION NUMBER �'---- � RADIUS ED6E5 AA-0002447 4 MEASURE TO CENTERLINE OF SIGN URINAL LAYOUT t5144 z u CMIT m � BRAIIIE FRAME P9ROVIDC BLOCKING O. 6RA5 BAR DOLOR 2 REFER SPECS . .MAX. MAX ® li in 1 V O of y CONCEALM 5TL. ANCHOR PLATE- S.. -TOILET P- w 1:$.. im APEq b �Z � X 16 ba WEWm SGea�ED CONSTRUCTION DOCUMENTS MAX D15P915ER �; m a c OR OTHERWISE SECURED TO MTL. FOR: in an a'n STUDS TO RESIST 250 LB. 0 DOWNWARD FORGE ON GRAB BAR. - ST. LUCIE COUNTY PAPER TOWEL ROBE HOOK ADMIN. ANNEX 1 \ LL 1 INTERIOR SIGN LOCATION LEVATiON TYPICAL GRAB BAR a AGGE5515LE TOILETS, MIRROR MED. GAB. TOWEL BAR DISPEN5ER TYPI AL GRAB BAR NOTE: 1 SS�(O�/�)-115U(X� UTH ALLOWABLE STRESS IN BENDING, SHEAR, AND TENSION SHALL NOT BE '3' ' MM. LATCH 2 EXCEEDt57 FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL A ACH ONLY FORGE OF 250 LSS. IS APPLI� AT ANY POINT', ON GRAB BARS AS PER MO Glapter 11, 11-426.9AN5I AI.17/4215' MIN. 4_S , Walton Road -7• PORT' 11 ST.. LUCIE SECT 61 MI MOR Me ICI CABINET 2I TRACT �' o I ° 6° i m PORT ST. LUCIE Fl. STRUGT. REINF. IN LIEU r J OF GFAB BAR o ALL I I CLEAR Fi00R SPADE U14ITS ' N �I i S0x45 ADA NOTES & DETAILS i - O I �GLEAR FLOOR Q I SPADE FOR _ n r2'-5'HI&H CLEAR°I 'Q - I I'I LAVATORY F f TO BOTTOM OF - I = REVISIONS NO. OP SHELF I v r - v PERMIT S 61 MAX.8° MIN. ET ISSUED n � I JANUARY 31 2003 4', i 0 I'-7' MAX, 12' 3'�i' STRDCT. REINF. IN LIEU' IT" MIN. OF GRAB BAR a ALL I - !,... ADAPTABLE UNITS LAVATORY ELEVATION TELEPHONE PLAN TELEPHONE ELEVATION s' 6' MIN. O TOILET PAPER D151e. MAIN GENERAL. NOTES ON ACCESSIBILITY n 7" MIN. 4'-II' MIN. FBC - 2001 (CHAPTER 11) T ; a° MAX. FLOOR M7D. W.G. I. Accessibiltbj is governed by the Flar(da Bun Idtrg Code Lhapter 11, The Florida AccesSibtlity IT. Bathroom medicine Ca�inets shall be foeated wtth a usable Shelf 44 in maximum = DATE Code, (FACED) Oct. I997 and. the Fair Housing Accesslbnity buldehnes. drove the floor. Bathroom mirrors shall be located with the bottom edge of the DATE 08-07-02 All public spaces shall be 100% accessibla per Florida Building Code. reflecting surface 36 inches maximum above the floor. ilia Following notes are requirements a the Florida Bulldingg Code 2001 Standard and 15. Water Giosets: the of the Hater closet seat shall be 17 - 19 inches otove the floor. are mods a part of the building laws of the State OF Mortco. �P 2. The clear width of a passageway for a single whoolchair shall be 52 inches for a Iq. Bathroom lavatories shall be mounted with the rim 54 inches ma dmun above the SCALE NTS passageway of 24 Inches or less and 36 inches for a passageway lager than 24 floor and OF h clearance pion. of 29 Inches minmwm from the floor to the bottom of the TOILET STALL PLAN front y �Inz TOILET STALL ELEVATIONS 5. The clear floor e required for a s I wheelchair droll be 50 inches 45 inches. 20. Water supply ors crafn Apes under lavotores and sinks which are exposed shall be DRAWN TCT+ spa ecfi ing by tnwlatad a otherwise configured to protect against cantoct. DRAWN X 4. The clear width of an accessible route shall be 56 Inches. 21. Bathtubs rim ehall be 14 A Inches me owed from the Floor to blhe­-bop-sF-�. 5. Handrails: The top of gripping suface of ratis shall be 54 inches minimum and 36 inches maximum vertically a the std Ir nosing or ramp surface. Clear space 22. 6rda Bens shall have a diameter or width of gripping surface Fran 114 to [it Inches. CHECKED R G between handrails cod wall Surface shall be IYt minimum. The clear space between the gab bar surface end the wall surface shall be I? Inches minimum. 6. Protruding Objects: Objects with leading located more than 27 inches and not T��/+ mare than 60 inches drove the floor shall protrude rot more than 4 Inches From tlrs 25. Structural strengUr Allowable stresses in bending, shear ad Eereian shall not be CUP DISPENSER F.E. REG No. 01062 Nall. exceeded for materto]% used when a vertical or horaontal Force of 250 pounds is CABINET t any point an the gab bar, seat, fostm�- mounting device or supporting IRE T. Wad -ails or other barriers shall be when vertical clearance of an area �plted asirucG+r®� LkSHT SWITCH adjoining an accessibie route is Jess than 40 inches high. THERMOSTAT 24. Siglage: Letters and numbers an signs shall have a rvfdth-to-hsiglrt ratio bsMssn 3:5 6. Changes to Level: A change in level of Ma ch high maximum shall be permitted to and 1. and a stroke -width -to -height ratio botwoen 1.5 and 110, uNitting an be vertical vertical and without edge treatment. A In level of between Ha Inch end Yz requcase ''X' for �anunenant. Rsfsr to Chapter 11 of the F 5C, 2001 far others sTgogs OWNERSHIP AND USE OF THESE DOCUMENTS k Inch high madman shall be beveled with a slope not steeper than 1:2. ARE SHALTIONSL AS INSTRUMENTS OF OFSIETHE 25. Autanattc Terser Machines: The video display screen shall be laced so that the � ARE AND SHALL REMAIN THE PROPERLY OF THE 9. Accessible parking spaces shall be % Inches wide and have an adjacent occass aisle lower edge shall be at a height of 5b Inches maximum off the floor. The video ARCHITECT WHETHER THE PROJECT THEY ARE of not toss than 60 inches minimum. P load' zones shall novae an access display screen shall use San serif print that b a minimum of 15 point stzs and shall ❑ d d dd MADE FOR IS EXECUTED OR NOT. THEY SHALE Passenger loading P have a backgoud contract of a mmkwmi of to%. aisle 60 inches wide and 20 feet long minimum adjacent to the vehicle pull-up space NOT BE USED 87 THE OWNER OR OTHERS ON and at the sane navel as the rand". �- OTHER PROJECTS OR FOR ADDITIONS TO THIS 10. Ramps shall have a slope net steeper than 1:12. The maximum rise for cg"J ramp Neer: -Base-ceby9ats, If I_30 inshes. WRITING ND WHIRS, ROPREXCEPT E COMPENSATION IN --;enter- ;h, F-i TO THE AND WITH APPROPRIATE CONPE1JSFtT10N without a landing k 30 Inches. The rare shall have a clear width of 56 Inches. �o-�l� � PFArM STANDARD TO THE ARCHITECT. Lending length shall be a minimum of 60 rches. DUPLEX OUTLET 11. Stair treads and risers shall be as follows: Star treads shall be minimum of It inches 3}--O'''s --- deep, Stair r,som shall be a moxhwm of 7 Inches high. Open risers are not permitted. a Rhea 12. Door closers shall be adjusted SO that froan open position of a10 degrees, the timeB1fl pPe fft required to move the door to an open po ition of 12 degrees Hill be 5 soconds P theaid 5U4 amid beril -sink minimum. - � TOWEL VENDING MACHINE 15. Door opening force where closers are usis I Shall be 5 pounds maximum. s..ard. pe - D15PENSERREGEPTACLE 14. The bottom 12 Inches of all doom except is doors skull have a smooth loav_ _ aoa�ls �t uninterrupted surface to allow the door to oe, opened by a wheelchair Footrest without fHx e creating a trap or hazardous condition. �,e--the-Near. AGGE55113LE CONTROLS itIS. Doors may swing into a toilet room It the room is for Individual use Only Or a clear 24---E'"S Floor spaco of 30 Inches by 46 Inches is [dad beyond the arc OF the clear. Flamm at am shelf of all - shall be 48 OPERATING MEGHANI5M5 ELEVATIONS 16. Power Assisted Doors: Ths time r. Vow d for such doors to open to a back check -- positon doll be 5 seconds minimum. Ths a .h rod to stop door movement 50__ftsh h�-616thag-Or9en-ir shall be I5 pounds macimun. ry.ant-� A-003 4 OF 31 G:\Pro j\Comm\01062\Plot\01062_A0.04,dwg J) NOT USED f ) NOT USED 3RTITION FRAMING INSUL. DETAIL FIRE 5TG 5 k z THICK. NOT USED dRTITION rRAmiNsI mi L. DETAIL FIRE I5TC z a . THICK. CANT. TOP RUNNER TRACK 0825 OF STRUCTURE t) NOT USED 1RTITION FRAMING INSUL. DETAIL FIRE 5TG I f a m Z () . J F THICK J NOT USED 'TITION FRAMING INSUL. DETAIL FIRE 5TG IF � c F UNDERSIDE OF STRUCTURE EXTEND TO STRUCTURE ONE LAYER I" GYPSUM SHAFT LINER PANEL OR AS SCHEDULED CEILING - AS SCHEDULED SOUND ATTENUATION BLANKET - AS SCHEDULED GYPSUM WALL BOARD MULTIPLE LAYERS INSTALLED - AS SCHEDULED METAL C-H OR G-T OR I STUDS BASE - AS 5GHMPULED GONT. SOT RUNNER TRACK GONE. TOP RUNNER TRACK UNDERSIDE OP STF44TURE ACOUSTICAL CAULKING (BOTH 51DE5) AT ALL SOUND RATED PARTITIONS EXTEND GAB 4 MTL. STUDS TO UNDERSIDE Or STRUCTURE CEILING - AS 50HEDULEO METAL STUDS - REFER TO PLANS FOR SIZE GYPSUM MALL BOARD (TAD LAYERS EACH SIDE AT 2 HOUR RATED ASSEMBLIES) SOUND ATTENUATION BAIT- AS SCHEDULED BASC- - AS SCHEDULED GONT. BOT RUNNER TRACK NOT USED ,4 PARTITION ARTITION FRAMING WSUL. DETAIL FIRE 5TG REMARKS PARTITION FRAMING INSUL. DETAIL FIRE 5TG REMARKS i a � d m S g THICK. THICK. DO 24" ##/Ak# p _ _ _ AO- 16' 21AODS O - - .._.. �. 005 24".. 1' wt/Ak# O 6A 95.341 - A05 v 2" i; 5 O GA 45-41 FIRE RATED GYPSUM WALL BOARD #, EST. 1010 NOT REQUIRED DI 24" ##/Ak# I 6A - - AI 16' 2' - 1 &A 45-+W SOUND BLANKET REWIRED BY TESTED WP 7008 10110 ASSEMBLY DIS 24-1 I' ##/Ak# I 6A 95-39 - I AP 1008 EST. A15 16' 2' - I. 10CA 70 4=' '., 02 24" a#/Ak# 2 1 6A - CH STUD W/ 2 LAYERS W rum AIX I&. I/A-0A5 I 6A 45-49 U.L. SYSTEM W4-D- I WP 70g5 RATED GYP. BOARD I 10'TO D25 24" I' ##/Ak# 2 6A 45-4q C.H STUD W/ 2 LAYERS Iy° FIRE A29 I6' IW 121 6A 50-54 - WP 70g5 RATED 6YP. BOARD 1545 05 24"' ##/A#x 3 GA - #4" LINER PANEL IN I STUD Al 4 LAYER WP,450 V GYP. BOARD W/ RC CHANNEL T. TOP. RUNNER TRACK DEIS 24" I` ##/A#A 3 6A 45-4q %' LINER PANEL IN I STUD W/ 4 LAYER I VP 1450 V. GYP. 60ARD W/ RG CHANNEL 4,-0. 4�- IDE OP STRUCTURE �4jq) —� UNDERSIDE OF 5T2UGTURE CEILING - AS 56HEDULED HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (TYPICAL) BASE AS SCHEDULED F/ GMU PARTITION kRTITION FRAMING INSUL. DETAIL FIRE-- 5TG REMARKS k Q " LL fit, THICK EO _ _ p EI - _ I E2 2 UL Ugos UL - GMU TYPE C.9 U-104 UNDERSIDE OF 5TRUC7URE FEZa z mg CEILING - AS SCHEDULED GYPSUM WALL EOARD I (TWO LAYERS AT 2 HOUR RATED ASSEMBLIES) EXI5TIN& OR NEW WALL OR PARTITION METAL FURRING BASE AS SCHEDULED H = HAT FURRIN& CHANNEL Z = Z FURRING CHANNEL R = PX51LIENT CHANNEL �o B> NOT USED ATTENUATION BATT - AS SCHEDULED - A5 SCHEDULED iTUOS WALLBOARD \TTENUATION BATT - AS SCHEDULED F-�_ �.,._. .RT1710N FRAMING I INSUL. I DETAIL FIRE 5TG REMARKS THICK. BO Ma" - pp 505 16" 2' SI4' - O- • PROVIDE SOUND ATTEN. BLANKET ____ OVER PART. 4 GEIL. AS INDICATED Z# CONT. TOP RUNNER TRACK UNDERSIDE OF STRUCTURE EXTEND GAB TO UNDERSIDE OF CEILING OR 571dIGTUIRE ABOVE AT RAID A55EMBLIES EXTEND 6WB ABOVE CEILING AS INDICATED 4 BRACE MTL. STUDS TO STRUCTURE CEILING - AS SCHEDULED METAL RUNNER BRACES ® 24o, . REFER TO PLAN FOR PARTITION THI0KNE55 METAL STUDS GYPSUM WALL BOARD (TWO LAYERS EACH SIDE AT 2 HOUR RAID A55EM5LIES) SOUND ATTENUATION BATT - AS SCHEDULED BASE - A5 SCHEDULED COOT. BOT RUNNER TRACK FURRING PARTITION G NOT USED ARTITION FRAMING IN5UL. DETAIL FIRE 5TG REMARKS PARTITION FRAMING INSUL. DETAIL FIRE 5TG REMARKS z Q r <* a z a THICK THICK. FON _ O - FONT 16, Ott" ##/Ak# O _ _ SOUND ATTEN. FOZ - " 3 UL - • RIGID N^JULATION = FRAMING DEFT+ GI Ib° ##/Ak# I 6A _ U414 Y7P SOUS FOZF _. # _ ar _ _ •RIGID NSULATION a FRAMING DEF'M 05 16" 9I1` ##/Ak# I 6A 50-54 901Rm ATTEN. AP 5015 ONLY FOR - 9 - - G2 16, ##/Ak# 2 6A - WP 51, 3Ig° ##/A#,# 2 GA 55.5q SOUND ATTEN. A7 AT ONE 51DE GENERAL PARTITION TYPE NOTES !I. AlL INTERIOR PARTITIONS TO BE TYPE AO 4 B 5/8' UNLESS OTffRM#SE NOTED PLAN. 2. F OVIPE 5/5" THIGKNE55 GYPSUM BOARD PANELS AT ALL LOCATIONS VNLE55 I5E INDICATED. (IN REMARKS ON PARTITION TYPE! 3. F OVIOE WATER-RE515TANT GYPSUM BACKING BOARD FOR HALLS IN KITCHEN BLIOMMPLOYEE TOILETS, BATHROOMS, AND OTHER WALLS WITHIN 36" (MIN) TERALLY OF PLUMBING FIXTURES. 4. P OVIM GEMENTITIO1,15 BALKER UNITS AT ALL CERAMIC TILE WALL I TALLATIONL4 AT TUB, SHOWER, 5AVNAS, KITCHENS, AND STEAM ROOM AREAS. 5. VIDE FIRE RESISTANCE RATED GYPSUM BOARD PANELS AS REWIRED F(JR FIRE RATED ASSEMBLIES- 6- PROVIDE FRAMING SPACED AT 16 INCHES O.G. MAX. AT ALL NON-LOADBEARIN5 PARTITIONS VNLE555 OTHERWISE INDICATED. 7. PROVIDE FRAMING SPACED AT 12 INCHES O.G. MAX AT ALL LOCATIONS WHERE PARTITIONS SUPPORT WALL CABINETS. 8. ALL EXTERIOR HALLS TO BE 6" MTL. STUDS UNLESS OTH192HISE NOTED. q. REFERENCE STRUCTURAL DRAWIN&5 FOR FRAMING $PAGING AT BEARING WALLS. 10. UL NUMBERS REFER TO A55EM5LIES DESCRIBED IN THE UNDERWRITE25 LABORATORIES INC. FIRE RESISTANCES DIRECTORY LATEST EDITION. 11. GA NUMBERS REFER TO ASSEMBLIES DESCRIBED IN THE GYPSUM ASSOCIATION FIRE RESISTANCES DESIGN MANUAL LATEST EDITION. 12. FOR LEAD LINED WALLS / PARTITIONS, REFER TO PHYSICIST REPORT IN PROJECT MANUAL. 13. VASE OF MTL. FRAMING FOR NON LOAD BEARING PARTITIONS DETERMINED BY CONTRACTOR BASED ON HEIGHT OF PARTITION, 5 P5F LATERAL LOAD AND MAX. DEFLECTION OF L/960. W/O COMPOSITE ASSEMBLY WITH WALL FINISH. REFER TO MARINOWARE 5TUO-RITE DRYAALL FRAMING SYSTEM OR EQUAL. CONTRACTOR TO SUBMIT FRAMING MANUFACTURING BROCHURE 4 TABLES FOR REVIEW. PARTITION TAG O = NO FIRE RATING I = ON HOUR FIRE RATING 2 = HOUR FIRE RATING 3 = THREE HOUR FIRE RATING NOTE: I -HOUR FIRE RATED ASSEMBLY UL. SYSTEM HW-D-0001 2-HOUR FIRE RATED ASSEMBLY UL. SYSTEM M-D'0002 SPECIAL CONDITION IDENTIFICATION 9 - SOUND ATTENUATION X - LEAD LINING C = CORRIDOR P = SPECIAL FRAMING SPACING D = EXPAND L15T AS NECESSARY F = FULL HEIGHT (FIRE RATING NOT REOUIRED) FRAMING SIZE (IF OTHER THAN 3 5/6" FOR 5TUD FRAMING) (IF OTHER THAN 7/6' FOR HAT RURRIN6 CHANNEL (IF OTHER THAN 8" FOR GNU) FILL ALL FLUTES OF DECK 5TL. DECK WITH PREFOFIMM RESILIENT CONTINUOUS FILER OR FIRESTOP AT RATED PARTITIONS TOP RUNNER METAL STUDS PARTITION HE/4D DEEP LEG TRACK 2" DEEP SAME GA. AS STUDS GAP FOR DEFLECTION FRAMING 5CREN5 1 I/2"x2"xl6" GA. CLIP 1 1/2" COLD -ROLLED CHANNEL a # 2" DEEP SLOTTED #' SEISMIC TOP TRACK e #'# GAP FOR DEFLECTION e n QU FRAMING 50REM O SLIP TRACK DETAIL 2 OPTIONS INSTALL o ALL FULL HT. INTERIOR PARTITIONS TYP. (BASEMENT ONLY) INSTALL SEALANT FOR SOUND PROOFING 0 TOP 8 BOT. OF I4ALL BETWEEN GNB AND 57RUCT. (TYP) PROVIDE 16 GA. PLATE 5TL. BRIDGING BETWEEN DECK FLUTE5 REQUIRED TO CONNECT TOP TRACK OF NALL (TYP) AT ONE SIDE 2) FARTITION HEAD -ARCHITECTS *INTERIORS OP L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDDIIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02458 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. PARTITION TYPES & DETAILS REVISIONS NO. DATE 08-07-02 SCALE NTS DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE MID SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED 6Y THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 13Y OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT, m 5 OF 31 Gi\Pro j\Comm\MO62\Plot\01062-AO.05.dwg DOOR SCHEDU E ROOM DOOR FRA E REMARKS NUMBER NAME TYPE DOOR SIZE H MAT GLASS MAT TYPE JAMB HEAD ILL FIR RATING HDW SET 101-1 LOBBY E ro'-0" x W-O" ALUM. ALUM. FI J2 J2 E3 - - HURRICANE IMPACT RESISTANT 101-2 " " A ro'-0" x 8'-0" WOOD TEMP. HM Fl FJf FJl - I Hr CsLA55 PANELS 102-1 WOMEN'S BATH. C 3'-0" x T-0" WOOD - HM F2 FJI FJI - 114, 103-1 MEN'$ BATH C 3'-01, x 1'-0" WOOD - 14M F2 FJI FJl - I Hr 104-1 1 RECEPTION A 6'-O" x 8'-0" WOOD - HM FI FJI FJl - 1 Hr I05-1 BREAK 1200M E 6'-0" x 8'-0" ALUM. ALUM. FI*J24 B HURRICANE IMPACT RESISTANT 105-2 E 6'-O" x 8'-0' ALUM. ALUM. FI B HURRICANE IMPACT RESISTANT 105-3 ° " A ro'-O" x V-0" WOOD TEMP. HM FI - 1 PANELS 10ro-I HALL E ro'-0" x V-0"ALUM. = ALUM. FI BHURRICANE �14rGLASS IMPACT RESISTANT 10'1-I PROPERTY APPR D 3'-0" x T'-0" WOOD TEMP. HIM F2 - GLASS PANELS 106-1 ELEVATOR MECH, C 3'-0" x T'-O" HM - HM F2 - 1 Hr I09-I STORAGE C V-0" xT'-0" HM - HM F2 110-I MECHANICAL S &'-0" x T-0" ST - HM 1=1 if JI - 111-1 ELECTRICAL C 3'-0" x 1'-0" ST - HM F2 if JI 112-1 COMPUTER C 3'-0" x T-0" WOOD - HIM F2 JI JI - 114-1 MECHANICAL B ro'-O" x T-0" ST HM FI if if - 115 ADM. ASSISTANT - Ilro-I MAPPING D 3'-0" x 1'-0" WOOD TEMP. HM F2 JI/J3/J Jl/J4 - GLASS PANELS 111-1 MANAGER'S OFFICE D 3'-0" x T-0" WOOD TEMP. HM F2 JIIJBIJ4 Jl/J4 GLASS PANELS I18-1 MANAGER'S OFFICE D 3'-0" x T-0" WOOD TEMP. HM F2 I/J3/J Jl/J4 GLASS PANELS 119-1 COPY/FILES C V-0" x 1'-0" WOOD HM F2 FJI FJI I Hr 120-1 STAFF TOILET C V-0" x 1'-0" WOOD HM 121-1 JANITOR B ro'-0" x T-0" HM HM F2 if if 122-1 CONFERENCE D V-0" x T-O" WOOD TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 123-1 APPRAISER OFFICE D V-0" x 1'-0" WOOD TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 124-1 " D 3'-0" x T-0" WOOD TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 125-1 D V-0" x T-O" WOOD TEMP. HM F2 i/J3/J JI/J4 GLASS PANELS 126-I FIELD STAFF 1 3'-0" x T-0" ST TEMP. HM F2 J2 J2 I Hr 1271-1 WAITING AREA D V-0" x 7'-0" WOOD TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 121-2 " D 3'-0" x T-0" WOOD TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 128-1 DMV SUPERVISOR D 3'-0" x T-0" WOOD TEMP. HM F2 I/J3/J JIlJ4 GLASS PANELS 12S-1 STORAGE C Y-0" x T-0" HM HM F2 JI if 130-1 TAX COLLECTOR D V-0" x T-0" WOOD TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 131.1 ADA STAFF TOILET C V-0" x T'-0" WOOD HM F2 if J1 132-1 " " C 3'-0" x T-O" WOOD HM F2 if if 133-1 MANAGER'S OFFICE D 3'-0" x T-0" WOOD TEMP. HM F2 JI/J3/J4 JI/J4 GLASS PANELS 134-1 CONFERENCE D 3'_0" x T-0" WOOD TEMP, HM F2 JI/J3/J JI/J4 GLASS PANELS 135-1 ACCOUNTINGS D 3'-0" x T-0" WOOD TEMP. HM F2 JI/J3/J4 JI/J4 GLASS PANELS 136-1 VAULT C V-0" xT-0" WOOD HM F2 JI if 131-1 TAX SUPERVISOR D 3'-0" x T'-0" WOOD TEMP. HM F2 if if 135-1 STORAGE C 3'-0" x T'-0" HM HM F2 if J1' 133-1 FIELD STAR C V-0" x T-0" ST HM F2 FJ1 FJI I Hr 140-1 FRONT DESK C 3'-0" x T-0" WOOD HM F2 JI if 200-1 MECHANICAL B 6'-0" x 1'-0" HM HM F1 J1 JI 201 BRIDGE 202-1 CORRIDOR 1 3'-0,. x 1'-0" ALUM. - HM F2 FJI Fill - I Hr GALVANIZED 202-2 CORRIDOR A 6'-O" x 8'-0" WOOD TEMP HM FI FJl FJI 203-1 FUTURE EXPANSION G 3'-0" x T-0" WOOD - HM F2 Fit FJI 204-1 FUTURE MECH. B I ro'-0" x T-0" HM - HM FI if if - 205-1 FUTURE EXPANSION G 3 -01, x T'-O" WOOD - HM F2 FJl FJI 20ro-I WOMEN'S BATH C 3'-0" x T-0" WOOD - HM F2 if if - HURRICANE IMPACT RESISTANT 20-1-1 MULTIPURPOSE A 6'-O" x 8'-0" WOOD TEMP. HM F1 FJI FJI - f Hr GLASS PANELS 206-1 VESTIBULE A 6'-0" x W-0" WOOD TEMP, HM FI FJI Fill - I Hr GLASS PANELS 209-1 STORAGE C 3'-0.. x 71'-0" HM - HM F2 JI if - 210-1 MEN'S BATH C 3'_0" x 1'-0" WOOD - HM F2 if if - 211-1 PROPERTY APPR. D V-0" x T-0" WOOD TEMP. HM F2 JI/J3/J4 JI/J4 - GLASS PANELS 212-1 OFFICE D V-0" x T-0" WOOD TEMP. HM F2 JI/J3/J4 Jl/J4 - C-s.LA66 PANELS 213-1 SUPERVISOR D V-0" x `1'-0" WOOD TEMP, HM F2 JI/J3/J Jl/J4 - SLABS PANELS 213-2 SUPERVISOR D V-0" x T-0" WOOD TEMP, HM F2 JI/J3/J4 JI/J4 II PANELS 2I4-1 WAITING AREA D 3'-0" x T'-O" WOOD TEMP. HM F2 I/J3/J Jl/J4 _ GLASS PANELS 215-1 CONFERENCE D V-0" x T'-0" WOOD TEMP HM F2 JI/J3/J4 Jt/J4 GLASS PANELS 215-2 D 3'-0" x T-0" WOOD TEMP HM F2 JI/J3/J4 JI/J4 GLASS PANELS 216-1 COMPUTER SERVER G 3'-0" x T'-0" WOOD HM F2 if if 211-1 BREAK 4 STAFF D 3'-0" x T-0" WOOD TEMP. HM F2 JI J1 210-1 WOMEN'S BATH C V-0" x T-0" WOOD HM F2 JI JI 219-f FIELD STAFF H 3'-0" x 1'-0" ALUM. HM F2 FJI FJI 1 Hr GALVANIZED 21S-2 FIELD STAFF D V-0" x 1'-O" TEMP. HM F2 JI/J3/J JI/J4 GLASS PANELS 301-I ROOF H 3'-0" x T-0" ALUM, - HM F2 J2 J2 GALVANIZED A-1 STAIR A N V-0" x 1'-0" HM - HM F2 J2 J2 GALVANIZED B_I STAIR B J 3'-0" x T-0" WOOD - HM F2 J2 J2 5-2 STAIR C J 3'-0" x -T'_0" WOOD - HM F2 J2 J2 C_1 STAIR C H V-0" x T'-0" HM - HM F2 J2 J2 GALVANIZED WINDOW SCHEDULE REMARKS MARK g W IxEH MATERIAL OPERATION ALL EXTERIOR GLAZING TO BE IMPACT RESISTANT (TYP.) A 4'-roll x 5'-2" ALUMINUM FIXED HORIZONTAL 4 VERTICAL MULLIONS B 3'-4" x 5'-4" ALUMINUM FIXED HORIZONTAL MULLION C ro'-8" x 5'-4" ALUMINUM FIXED HORIZONTAL 4 VERTICAL MULLIONS UNTINS ON TOP PORTION D 2'-8" x 5'-4" ALUMINUM FIXED HORIZONTAL MULLION, MUNTINS ON TOP PORTION E 2'-0" x 3'-4" ALUMINUM FIXED HORIZONTAL 4 VERTICAL MUNTINS F 2'-8" x 4'-8" ALUMINUM FIXED FIXED GLASS G ro'-8" x V-S" ALUMINUM FIXED HORIZONTAL 4 VERTICAL MULLIONS / MUNTINS ON EACH PANEL H T-8" x 3'-8" ALUMINUM FIXED HORIZONTAL MULLION W/ MUNTINS IN EACH PANEL I 8'-0" x 5'-4" ALUMINUM FIXED HORIZONTAL 4 VERTICAL MULLIONS J T-8" x 5'-4" ALUMINUM FIXED HORIZONTAL MULLION DOOR D I N WINDOW NOTES WINDOW TYPES 1. ALL DIMENSIONS GIVEN ARE NOMINAL IN SIZE. VERIFY ACT AL REQUIRED OPENING DIMENSIONS WITH NOTE: DOOR AND WINDOW MANUFACTURER PRIOR TO ORDERING. ADJUST MASONRY OPENINGS ACCORDINGLY. ALL WINDOW GLAZING BE IMPACT RESISTANT.. 2. ALL GLAZING USED JN EXTERIOR WALLS 514ALL MEET WIND LOAD DESIGNS AS SPECIFIED IN THE GOVERNING LOCAL BUILDING CODE. �❑ 3, DOOR AND WINDOW MANUFACTURER TO SUBMIT TO THE BUILDING DEPARTMENT ALL REQUIRED TECHNICAL LJ� ❑ DATA, PRODUCT APRROVALS AND TEST REPORTS INDICATING FASTENING SIZES AND SPACING, L� 4. PROVIDE SHOP DRAWINGS AS REQUIRED FOR'T14E BUILDING DEPARTMENT SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. O O O C 5. PROVIDE ALL SCREEN HARDWARE AND ACCESSORIES AS REQUIRED FOR OPERABLE WINDOWS. ®® ro: ALL GLAZING AT HAZARDOUS LOCATIONS AS INDICATED BY FLORIDA BUILDING CODE SHALL HAVE ®® TEMPERED GLASS. 7, RESTROOM GLAZING TO BE FROSTED S. WOOD DOORS FINISH ON MOHOGANY STAIN . +:+SUBMIT SAMPLE FOR ARCHITECTS APROVAL+++ O O IHH OCi PRODUCT DATA I. ALL PRODUCTS SHALL BE HIGH QUALITY. 6. DOORS AND BUCKS: y 4j5 Mi MANUFACTURER SELECTED IS FOR QUALITY �A INTERIOR DOORS SHALL BE SOLID CORE I PURPOSE ONLY. EQUIVALENT 0 OR EQUAL V4" WIDE PAINT GRADE. EQUIVALENT TO r € PRODUCTS ARE ACCEPTABLE. APPROVAL OF WEYERHAEUSER" DSP-L F art, BSTITUTION SHALL BE GIVEN AFTER SUBMITTALS 5, BUCKS SHALL BE 16GA COLD ROLLED y 4� AVE BEEN REQUESTED IN WRITING. CONTRACTOR TEEL 51MILAR TO "CECO" SF SERIES.y�„° _ HALL PROVIDE ACCEPTABLE BACK- UP MATERIAL r r4 ri OCR REVIEW WITH ALL SUBMITTALS. T, QCKS SHALL BE SCHLAGE AL SERIES STUCCO UPITER DESIGN ro12 FINISH. of FO 2. IN OWS AND EXTERIOR DOOgS SHALL BE PGT IMPACT RESISTANT COMPLYING WITH ALL LOCAL 8, ING S: HEAVY DUTY "STANLEY" MINIMUM 11/2 HEAD HEIGHT { _ x ; HURRICANE CODES. PAIR PER DOOR PAINT GRADE. SEE PLAN --OL n 3. SELECTED WINDOW MANUFACTURER FOR ITEM I S. CERAMIC TILE: NATIONALLY KNOWN .O ROVE SHALL PROVIDE APPROVED TEST REPORTS MANUFACTURER - NONSLIP FLOOR TILE. ANSLE STUGCFOR DRIP GC R HURRICANE RESISTANCE REQUIREMENTS ALL IN STANDARD 4"X 4" WALLS WITH ROUNDED ACCORDANCE TO THE BLDG_ DEPT. OF THE CITY EDGE AT TOP OF WAINSCOT. F GREENACRES WITH A COPY TO THE ARCHITECT- PROVIDE COVE BASE. COLORS BY WIr RCHITECT. Will, LASTIC CO A rv- AN OTHER PLASTIC ODUCTS SUCH AS VENTS AND REGLETS BY 10, OOF Tf 5_ CLAY TILE TO MATCH EXISTING LASTIC COMPONENTS, INC." I ARINA STRUCTURE. 5. AI - USE NATIONALLY KNOWN MANUFACTURER - Il, COLOR SELECTION FOR EXTERIOR STUCCO U5M1l FOR APPROVAL. AND INTERIOR GYP. SHALL BE AS PER DOORS, WOOD WORK HOLLOW METAL, GYPSUM ARCHITECTS WRITTEN DIRECTIVES WHERE NOT ARD AND STUCCO SHALL RECEIVE A PRIMER SPECIFICCALY CALLED OUT ON THE ND 2 COAT FINISH APPLICATION. DRAWINGS. DOOR TYPES 1 1 /2 ' 1 INTERIOR W LU W LU W Cj ' J ' r r ( HOOD ) FL. 3/4 0 O O CAST STONE PROFILE w r - O O O FRAME TYPES 2 _ F TI FINISH FL. 0'-O" w FI w N v J4 J3 J2 SEE FND PLAN FOR COLUMNS FINK F3 LINTEL OVER OPENINGS. FINISH SGHFPULE WALL TYPE �KIN6 AS REQ'D NER BEAD T. SEALANT ON UNIT. SEE 'OW SCHEDULE TYPICAL WINDOW HEAD DETAIL - JAMB SIM. 2 " 5GALE: N, S. ' FOR INFORM AON USE ONLY w W n. G) rr r n r r I 1 rst (GALVANIZED) , IA FINISH FL !� 'H O ,F ISOMETRIC VIEW OF ' BOTTOM ',LEFT CORNER HOLLOW METAL JAMB ATTACH PER SCHEDULE OPENING, SIZE TYPE O" - 6'-2" 8'-2" - 10'-2- 10'-2" - 16'-2" TAPCON5 3/16" x 3" 16" O.G. 12" O.G. 8" Q.G. H LTI (OPTIONAL) OXNK47512.145 8" O.G. 6" O.G. 4" O.G. DOOR BUCK/JAMB ATTACHMENT SCHEDULE 5GALE: N.T.S. N.T.S. MASONRY TA13CONS MINIMUM OPENING BUCK TO HEAD--_---� WIDTH OR HEIGHT AND JAMB UP TO 8'-2" 3/Ib" d. at 16" O.G. OVER 8'-2" TO 10-2" 3/16" d, at 12" O.G. OVER 10'-2" TO 12'-2" 3/16" d. at 8" O.G. NOTE: LARGER MASONRY OR WOOD SCREWS MAY BE SUBSTITUTED. REG • POWDER ACTUATED FASTENERS (PA.F.S) :ARCHITECTS GNfl1 HEAP °INTERIOR S OR JAMB UP TO 8'-2" .145 d. at 8" O.G. *PLANNERS P.T. IX BUCK OVER b'-2" TO 10'-2" .145 d. at 6" O.G. OVER 10'-2" TO 12' 2" .145 d, AT 4" O.G. INCORPORATED NOTE: MAINTAIN 3 EDG1= DISTANCE FOR RAP.5. WOOD 5GREW5 Tvnln A ■ wML■www n■ ■i.v a GAULKI 5TUGG( c 3/4 OPTIONAL 50UW ATTENUATION BATTS 5/6" TYPE "X" GYP. BD. F.A. 51DE DEL. MTL. STUDS ��{ppLLpp MTL. DOOR K FRAr7E GROUT SOLID) FULLY GROUTED 5-3I4" HOLLOW METAL JAMB kV ANCHORS PER DOOR BUCK CONT. CORNER BEAD ATTACHMENT 5GHEDULE GONT. "J" BEAD INTERIOR FIN15H 60W 6Au K TYP. 1-HR" DO OR JAMB/HEAD FJ1 seta H,TS. W FILLED CELL AT MASONRY JAMB5, LINTEL AT HEAD. GYP, BD, FA. SIDE. 5EE WALL TYPES SEE 57RUGT. DW65. MTL. 5TUD (i 1L W MTL. DOOR W Z-GLIP (3 PEP IAMB) CONT. SEALANT TYPICAL 6" GONG. BLOCK WALL GNU FIN15H. SEE (SEE TRUGTURAL DN165) FIN15H SCHEDULE FOR TYPE - 60Nr. cAuLic, TYP.� Jl TYP. DOOR JAMB/HEAD K MTL s6ntE: Nrs. J2 SGPd.. SCALE: KT5. WINDOW UNIT 1 CONT. SEALANT RICK GONZAL`LEZ, A.I.A. MAROLE SILL PRESIDENT AR-0014172 120 S. DUM HIGHWAY, SUITE 201 J MoLolN6 WEST PALM BEACH WD. FURRING V),,, F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 INSULATION I FAX: (5 6 1) - 6 5 9 5 5 d 6 kU3. ON FURRING mail@regarch.Com PREGA5T SILL RATED TO RECEIVE IMPACT 6LAZIN6 CORPORATION NUMBER AA-0002447 rup TYPICAL WINDOW SILL DETAIL SCALE: N.T5. (V 1/211 2 1/2 CAST STONE PROFILE SCALE: NX 5, O RILL H&T. 16 &A. MTL____j O ASTRAC>AL, PAINTED FINISH WALL, SM FIN15H 5C+EDULE sff DOOR 554®14J: sroE ure n HN. PRoE N N. MTL MULLION j scN e: nrs. HM FpAHE &NM AS;aV 9WA;z TO STWS—J N. MIL. JAMB 9GPJ.& NTS. CONSTRUCTION DOCUMENTS FOR: ST" LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. SCHEDULES, WINDOW & DOOR DETAILS REVISIONS NO. PERMIT SET ISSUED JANUARY 31. 2003 DATE 08-07-02 SCALE NTS DRAWN JET CHECKED REG REG No, 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-0*5 6 OF 31 G-\Pro j\Comm\01062\Plot\01062-A0.06,dwg UL PRODUCTS DISCLAIMER t By accessing ,these 'Listings, Designs, Constructions, System and Assemblies, the user acknowledges and accepts the terms and conditions upon which this serviceis UNITED STATES GYPSVMCO-1WeaC,240,Ur-AR,WRC. made available, THIS INFORMATION AND ALL RELATED MATERIALS, SUPPORT AND SERVICES ARE MADE AVAILABLE BY UL FUR USE ONLY BY USERS FOR THEIR USGWXICOSADECV—lWmC,rn-X2,IPC-AR,WRC. 6 INERNAL PURPOSES AND IS -AS IS,' WITHOUT ANY REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, .INCLUDING BUT .NOT 6. John, Tape and Compound —VmAdry orimmu elljomtcompound,appliedto LIMITED TO ANY IMPLIED WARRANTIES ❑F MERCHANTABILITY OR FITNESS joins and Screw bemls;paper tape, 2in, wide, embedded infanlaw ofcomgoundover FOR A PARTICULAR PURPOSE, anjoim. Asaa alternate, msm3/32 in thick gypsum vanucaplatermaybe applied in the enure surface of Classified veneer baselward. Joints temforced. UL cannot and does not warrant that this in ormation is current, accurate, or 7.CaulkingandSealants*—(Optional, notsnoni)—AbeadofaaonsticalSealant -applied around the panic m perimeter for sand control. I complete. Users must independently confirm the conformance of any product to the applicable standards or requirements with the manufacturer of that product. Any UNITED STATES GYPSUM CO —Type AS. reproduction or re -transmission of this information is prohibited unless reproduced or re -transmitted in its entirety, including this Notice of Disclaimer. Copyright 2000 Underwriters Labratories Inc, All rights reserved •Bemiug this UL CJassi6eatioo Mark � " BEUINGNEW RUILDING MATERIALS CO LTD —Type DBX-1. Design Na. U4 Design No. TJ442 f October 02, 20M May 30, 200I Design o. tim Dccv"haN07,2W2" - tl BPBA3WMCAINC Naubeariag Wall Rating —.I FIIL Nophednnr'Wa1l Rating-23TIi: Nouheoriog Wall Raft —IM Drill CELOTEX—Types 1, FAMG, PmRM Type X, Profloc Type C. r I pcs AR, C, U? AX T X2, sC-^ Sex, � CA (GYrsax coMPANY— TY l SHX,WRC c WRC a WRX. ^... ., ,- .<., ;,, cT �,. ..�s«.,'•�.�, .... xT.3� .ei'?e y"'� T ��'s-----s?.^;',$f`i`S /A J '�I t GP GYPSUM aj - ' CEORGiA-PACIFIC CORP Types 3, 9, C, DAP, DD, DA, DOG, DS, GFFS6. Z, L Side, Floor and CadYng 6rasrs- "J" -gaped, 4 in, wide with unequal lep of 1 in. / and 2 in., fabricated fiom 24 MSG gals sped. Rmnemposfioned with short leg toward 1. bison and Ceding ( ) sloped nmoee.3.318 u. wide wing Rmaas— not shown—Qaosel its greater sift disk 2 in. Easier dnnd ran Structuraleerer pporv, with steel fSatenas located (�), 1-1/4 in. legs, formed from min No. 25 MSG (min No. 20 MSG %ban hem4C is LAFARCE NORTIKAM MCA INC—Types LGFC7, L(iFC2A. LGFC6. LGFC6A, 1. Sunda—Cbaraml-shaped, 3-1/2 ra wide by Y-1/4 in. dap with in. PoWod bast non greater the 2 in. from ends and wit greater than 24 io. OC- used) gat" suet attached u itaaaad oei7e>B with faatenen spaced 24 has OC nwx. LGFCC, LtFGC/A. rdmn Baer lags . la iwud fork No. 20 YdSGgaty sled. Mail Wad ir8 24 lo.00. 2. Steel Strap 1. Cut t l -shaped on 1,14 in, web by 1-Jn m. deep, fabricated d Sum 25 2. Star] Sands—C6emcl shaped, 3"54 is wide (v** 1.114 io, legs, 318 is fo!&d back 2. Flow to Said cut 1 tin has duo assembly Man gbh MSGgalv sleet Cut m kngdr 319 m 1.7 in- loss lime floor bca wiling height and spaced 24 reams, formed from min Na 25 MSG min No. 20 MSG when Item 4C is used Iv 2. Floes avd Calling Rmaaa (Not Showai) — runners 3-1n m wide in. OC. ( ) gals, by 1-1/4 m. deep, fabricated from No. 20 MSG gulf Intel. Attached to float ad calling 2A-Sad Studs —(Not Shown) --"E"-sloped duds insaded in place of"C-TT"- stud sPaad 24 in. max. with tnsshvre.24 is OC, max. s(OpdomU—k3laeral wool or glass Slow basis partlaliy a - hien25 SGph, dool sxaetlacbshakoa Panels1 inlong aandsokp31. m,loued ampleulyfliHog sad lanky: NATIONAL GYPSUM CO —Types FSE-C, 1'SS-G, PSWL, FSWW-G, FSW. 3. Ite»Rmt Chenad —25 MSG gahv stte} resilimchanneis speed vertically mx2d from ZS MSG gaW tied, d is wide, with aoa leg l u. ht� and two legs 3/4 in. bog. to OC, BMW Portion tinseled to each intersecting sad with 1/2 in. Img?ype S. 12 pan Sh umor le gs 1 in. apart 10i l andh Plainhand oft limapanels. with h'J" -shaped eel is less than gee Bata and Blankets (8272) category foramec ofClaeeifed ' bred stet schcws. floor n ceiling heigly. Sell and lids) otoprnug foraiad with "J" - ��. 3A Sled Framing Membere(Not Shover)*— As an al4unute m lthm 3, fnviage secmedshaped insists (item 1) Seemed to 'V abrP�tmtten punt l) channels and resilient sound isolaam clip as described below Sctews. 'aaaFr'd sdhda with angle utps and steel 3A_ Fiber, Sprayed* —As an alternate u Dart and Blavkcis (Item 3)— Spatlyapplied 1NORGTPS AM—NORFIRE XA- a Furring ChS th—Funned of No. 25 MSG Vd, steel. 2-3/8 im wide by 7,ig is 3. Ratts and Dla dmW —Mom 3 in. thick nuand wuol biro. friction fitted baleen the aNdae insuiatimswudd, The fiher is applied with water to comple ely fill thedap, spaced 24 m OC perpendicular in skids. Channels secured to studa as described in studs and floor and calling makers. indicated cavityin aeeadaw with the application imtructiuns supplied with the produeL Itemb. Nohamldry density of3.0 WWI _ b. Sbcel Framing Membaa* —used to attach timing cwaals (item a) to sods (Item THERMAFIBER L L C —Type SA H PASCO GYPSUM, DIY OF 1). Clips speed 48 is OC, sad scorned to awls with 1-518 in. wafer or hex Mad Type S U SCd EKNFIRER LL C—Comm mobilized ceBulow insulation. _ Slid screw through thhecenter Pointer, Passing channels are imbon listed eclipc PACIFIC COAST NUMBING PRODUCTS INC—Type PG-C. 4. Gypsum Board*— I is thick gypsum wailboardliae panels, supplied in min 24 in. PAC INTERNATIONAL INC —Type RSIGI. widths. Panels cut Y et less in Imills it= floor in wiling height Vertical ones iwerted 31I. Fiber, Sprayed"— As an alict atcto Bars and Bladeds (hem 3) ad Item 3A - m "B"-sbsped section of "GIP suds. Free edges of and panels attached to long leg of Spiny applied w1hilose insulatimrmlcmd. The Move is applied with war to ®tenor "T -mounts with 1-5/g m. long Type S self-driBug, self4appiug bugle hid steel amevrs surfaces in accordance with theapplicmtion instructions supplied with use pmdmL _ SIAM GYPSUM INDUSTRY CO LTD —Type EX-1 4. Batts and Blinders —Placed to Og mictior of Said cavity, 3 in. min thief. spaced not greater Own 12 u. OC- ( Applied to completely Oil the enclosed cavity. Min mum dry density of43 pound, par cubic ft. I THERMAFOJER L LC —Type SAFE. CANADIAN GYPSUM COMPANY —Type SIX. NU -WOOL CO INC—Cellulose laolatiun STANDARD GYPSUM L L C — Type SG-C. 5. Gypsum Bawd— In in. thick, 4 ft wide. Attached to milieN or fining elm wk base layer with 1 is Type 8 steel screws spaced 24 in. OC, face layer with 1318 in. Type UNITED STATES GYPSUM CO —Type SL- `� 4. Gypsum Ward* —SA hL thick, 4 ft wide, attached to awl Skdsand tlom and 8 Screws spaced 12 in. OC. Wallboard an directatudefirs d side laye'er attached in Studs ceilmil track with I is bug Type 8 steel screws spaced 8 in. OC. along edges of board with I in, Type 8-.12 steel sceews spaced 24 is Or. Second layer atu htd in etude with and 12 is OC in the field of the bard Joints oriented vertically and swgla ed on TEMYLF4N-LAND FOREST PRODUCTS CORP—Type TGC. 14I8 in. Type S-12 Steel screws Spaced 24 in. OC. Third )aye attacked m scads with 2- apposite $ides of the assembly. When attached to item 6(tankers duels) a 6A I/4 is Type S. 12 mcd screws spaced 12 is OC. WaYboedjoan oriented vertically, USG MEXICO S ADE C V — (fmin8 d m L,), wa%8watd it screw attached ki Rating channels with I is long Type located over906 and uffsd between layers, Tips SIX. S slid screws spaced 12 in. OC AMERICAN GYPSUM CO— Tygsa AGE AQXC. 5 4C. Gypsum Board* —(As an alternate u Items 4, 4A and 4B)-5/8 m. Duck gypsum IJNITSpSTATE S GYPSUM CO-7 AMERTCAN GYPSUM CO —Types AG-C, AGJC-C. Gypsum Board- —3/4 u. tlucr, 4 ftwjde, applied vertically, affi scented wide I-1/4 on. lag Type S self-drdhall, Self -tapping dal Screws spaced 8 in- OC along the pals, installed re described-mrfied � with Type S. 12 sloe] svervs. The length and SCX, SIM WRC re WRX- Type Wit, C, FRX-G, IP-AR, IP-xz, PC -AP, perimeter and 12 m. OC in fit field Scews along side jomm offset 4 iA aPwedg of the screws as BPB AMERICA INC CANADIAN GYPSUM COMPANY —Type 1P-X3CANADIANGYPSUM COMPANY—, ULTRA(AD$ULTRACODfi —Type FRX � USG MRSICO S A DE C V —Type All, C, IP-AR, gs-X2, R C.A$ SCX, SEHty, WRC BPB CF,(ATF.X-1'roRac Type C. - orWRX. UNITED STATES GYPSUM CO —Type FRX UNITED STARES GYPSUM CO —Type 1p-X3, ULTRACOD$ ULTRACODB SHC GP GYPSUM CORP, SUB OF aOLTRACODEWRC. 5-Joist Tape Said Compound dry compmmd, applied two WESTROC INC—Type Wesnuc Fi-Rok or Abase.Resisraot touts to jonts and screw heads, papa ups, 2 is wide, embedded in first layer of GEORGIA-PAC[F[C CORP —Type 5. compound over aB . mvm Jo. AS ilkmade, mnrinal 3/32 in. thick gypsum viatica plaster _ USGMEX[CO SA DR C V — maybe applied to the entire smfacu of Classified saucer baseboani Joints reinforced. 4A_Gypsum Board• —(As alternate So Item 4)- Nam 5/8 in. thick gypsum panels with Type IP-X3, ULTRACODE, ULTRACODE SHC a 6. Resilient Chaand— ULTRACODBWRC. (O. OC, l-Nm Shown) —ch MSG dtoeac isuedr interacting ntad with ! centered sharemtandsingdges, apmanderara anopp izo tanyaides of studs tud] Hon spaced vertically max 24 is OC, fiunge portion attached to each inursenOng stud with g catered over duds and steggerW one Stud cavitymopposile side of ands.Horizontal in is bag type Sit pardad steel screws. Not for use with Type FRX gypsum pene1S. edge Joints wad borrzmiatbm jokie on opposite sales of skids need set be LAFARGE NORTH AlY]@;RICAINC — Type [.(r'Ff:-C. [,GFGCJA suffered or - 6A. Staid Framing Members (Not Shown)* —As an alhzae to Item 3, fmt¢g backed- Pawls attached in ties) dads and Boor caner with I is IooS Type S dal screws 6. Joint Tape and Compound —(Nun Shawn) —Fa use with Type ULTRACODB channels and resnl'em sound isolation clip as described below: Spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges gypsrmwallbOW-jomMmvemdwittjoimc mprp daadpWwofmmbbpe. Svew a.hbrriag Cbaondt—FamedofNo 25NWgalvsleel.2-3/g iawideby7/8is 0 ad 12 in. OC in the field ohm panels are applied vertically. heads covered with joint compound. deep, Spaced 24 m. OC perpendicular to suds. Channels secured to duds as described in _ CANADIAN GYPSUM COMPANY —Types Alt, C, IP-AR, IP-X2, IPGAR, SCX, NATIONAL GYPSUM CO—Ty�FSW-C. fib. Framing facing channels (Iema) to skids (Item SIKWRCaWRX _ "Bearing the UL Clasei5catimhNark b.3ted Fri Members* attach 1). Clips spaced 48 m, OC, and secured to suds with 1-518 in. wafers hex had Type S t steel screw through ft center grommet Furring charnels are friction liked into this. PASCO GYPSUM, DIV OF —Type PGC. INTERNATIONAL TERNATIONAL INC — Type RSIC-1. -UNITSCYi,UNITED DSWRCSTATES GYPSUM CO —Type AR, Cr FRX-G, IP-AR, IP-X2, IPC-AR, WRX PACIFIC COAST BUILDING PRODUCTS INC YPS •Beahg the III. Classifitaaon Mark STANDARD GYPSUM L L C—Type SG-C. USG M CO S ADEC V—Type All, C, IP-Alt, 1p-X2, IPGAR, SCX, SHX, WRC f tk TEMPLF.INLAND FOREST' PRODUCTS CORP— j Type TO-C. 4B. Gypsum Board*— (As an dtaamu to hems 4 a 4A)—Nm3/4 in. duck, 4 & e wide, installed as descrbed in Item 4A with skew length increased to 1-1/4 im 5A Gypsum Board (as an alternate to Hut 5)— 1/2 is. duck, 4 ft wide. Attached to CANADIAN GYPSUM COMPANY —Types Alt, I AR resilient channels, base lays with 1 in. Type S steel screws spaced 24 in. OC, face layer with 1-518 is Type S Screws spaced 12 in OC. Wallboard an direct attached side that layer almebod to suds with I in. Type S-12 steel screws spaced 24 an. OC. Second layer a UNITED STATES GYPSUM CO —T Types AR, ]P-AR e attached to shads with 1-518 is Type S-12 steel screws spaced 24 In. OC. Third layer ''� attached to cods with 2-114 in. Type S-12 steel somas speed 12 in OC. wallboard joints oriented vertically, located ova studs and offset between layers. As an option, the 1 j wallboard joints maybe oriented horizontally no the resilient channel side. Joints Shag be located ova resilient channels with butt johmts toned over skids with all joints offset betweva lsyers. USG MERICO 8 A DE C Y—Types AR, IP-A', R CANADIAN GYPSUM COMPANY —Types C, IP-)(2, IPGAll, WRC. saes .. ... . F 0fiC.,o7l ON 57NAS NT5 .I.A. 4172 120' S. DDU HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002 7 44 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX '. SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE F1. RRE PROTECTION STANDARDS REVISIONS I NO. JANUARY 31, 2003 DATE 08-07-02 SCALE 1/811 =11-0it DRAWN JET REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT RE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-0d,6 7 OF 31 G-PRGJ/CGMM/01062/PSI Design No. S886 Doe" bur 08, 1999 RatamM BvamRul-1,1412 and 21ir Unrestrained Ham Bartel -1, 14a and 2Br 1. Sad Joint - 12K5 min Move. Mvdu m aRowabk bank miss of 26.OM pal 2. RwfCoverW- Consisting ofbat mopped, cmMappkcatm orsiuyk-plIr=a ixt compatible aM6le with insuldioa(s) dean'ihedbmuitl whichptovNk Clara A, B mCcovernep. Sce goofing Material and Systems bitecmry-RoofCovaring Materials (TENT). 3. Roof lumbitiesv- Consisting of building mks, formed phatk m MWCM and fiber boards, applied in tuba a sane byax. Wk m mdtgde byes are used, cad and ache joint alrdl be offset a min of 12 in. inboth directions in order to hpalljousts. Stu category for asses ofcompanies pounding Ciamaiflad Product- BW)dmgUmite(LXX), Foamed Plestrc(CC'VW)orld'mmial aced FdserSaazts (CERZ). Roofimnbtion shop Me compatible wide mpf covering nermak Class A, B or C $yet= See Roofing Materials and $ystemesD eamy-•- Roof Covering Materials(TEV7). 4_ Adte*m*-- (Opboml) -May be applied to aced roof dock malts asbetween insulation avers as a mx application ink of 0.4gal per 100 e9 & Stu Adhesives (BV WR) "my Rae same of nnnetactums. 5. Steel Roof Deck -(Unckssifed)-Fluted, 24 MSG, gala. 1-1n as deep with 3-In a wide Brow spaced 6 M. OC and 30 in. overall width. Ends overlapped at supports u min I -In a. and welded to supports, min 12 in. OC. Adjacent lain button-plawleed or welded together at will" along side joirets. 6. Metal Lath -(Optional) -- Diamond meab, 3J8 in. eayarrded steel lady L7 ro 3.4 lb per a4 yd. Lath seemed to use side ofeach steel joist with No. 19 SWG Italy steel wire at joist web and bottom client members, spamd 15 im. OC max. When used, the meal lath is to be Oily covered with t o relevant 0 icknes requirenerus. 7. Glass Filler Mob -(Optional)- Square fiberg6ass mesh, rat 6 brands pat in. m both directions, weiglimg approximately 4.3 o7Jsq yd shall be reached ft use site of ach Design No. 30827 March 10, 2000 Rafts- I, 1-212, 2,3 and 4 Hr. 1. Steel Pipe or Take Column - ihmi circular pipe (SP) withdbmf:(er (JD) magiag from a marina of 3 in. to a maximars of 32 im with a n inimm® wall thickness of V16 in. Sold sgoamaor rectangular tube (ST) with ou side walld®emioms ranging from minimum 3 in. to a maximam of 36 is ad a minimum wall thickness of 3/16 in. The A/P tutu of the steel pis or tube (see Item 2) shall range from Q18 to 2.0. 2. Spay -Applied min Reslethe Materials•- Applied by spmayiog with water move a ante bmamped costs at the duclmcmi shown in the table haw to meet surfaces which arc free of din, oil or sale. Use ofadhesive is optioned. Min avg armed density is 13 pcf with min indmum ped density of I I per fix Types D-CIF rr11. Min an and min led unamped demities of 22 and 19 pet; respectively, for Type HP. Tamping is optional Fa rnethmd of dcmity, dewmdmbm refer to Design Informituan Becton. The thickrass of sprayed forraCngs of 1, 1-112,2,3, and h of a steel pipe or tube may be detemdrmd by the equation: h=R-0.38 X58 ii Where: R - the hourly rafis;(brs). h = the thickness ofproteedoa material, min a35 -ran 350 in UL PRODUCTS DISCLAIMER By accessing these Listings, Designs, Constructions, System and Assemblies, the user acknowledges and accepts the terms and conditions upon which this service is made available. THIS INFORMATION AND ALL RELATED MATERIALS, SUPPORT AND SERVICES ARE MADE AVAILABLE BY UL FOR USE ONLY BY USERS FOR THEIR INERNAL PURPOSES AND IS "AS IS," WITHOUT ANY REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. UL cannot and does not warrant that this information is current, accurate, or complete. Users must independently confirm the conformance of any product to the applicable standards or requirements with the manufacturer of that product. Any reproduction or re -transmission of this information is prohibited unless reproduced or re -transmitted in its entirety,. including this Notice of Disclaimer, Copyright 2000 Underwriters Labratorles Inc. All rights reserved. A --the Mews occurred area (sq in.) _P=Weheaed pmimeeer(ia) The Alp ratio of circular pipe is detctmiixd by. A/P=t(d-t) d Where: .d=tire outer di uncter of de Pipe (in.) t=the wall thickness of the pipe (in.) The A/P ratio of a recdrrgala' tube ps dcte®ced by: A/P=t(s+b-2t) a+b Where: a=the n nee width of the tube (iu.) b=the tutu length of the tube (m) -t=The wall ibickaess of tie tube (m.) As malternative in the equation, the mmtismm thickness of Spay ApplitallFire Resistive Matenakrequired for vadmm fire momentum ratings maybe determined from the table below: - Min Column Sine Alp t Hr 1-In at 2 ur JUr 4 Hr SP 310.188 0.18 1 1-314 2-M6 - - ST3a3,&IU 0.18 1 1-3/4 2-9116 - SP4x0237 022. 13/16 17116 2-Y16 3-38 - 9174MIM0188 0.13 1 1A/16 2.3116 4. - ST4x4x0375 1 0.34 9/16 13/16 1-1/4 •5/16 3-114 xx24x0.5 0A9 3/8 : 7/16 11/16 I-1B I-5/8 CIL GROUP LTD -Type D-CJF a Type B. Imestigaad for exterior use. Type EBS wTypo X aBeavdsWu optimal SJ•aam No. W'W-"8Ii July 29, 199$ Assembly Rating -BHr Joint Width-314 In. Maxiamm (Conflguradon.No. I Limited to Fire Exposure on Interior Face Only) COMFIGURAl10N t�. i AM 0 m 4. 4 t a r -1. Wall Assembly Min 41n in. thickminforced lightweight or normal weight (10(1-I50 pet) structural concrete. Wall may also be comnnv9pt ofmtyUL Classified concrete Blocks-. Stu Concrete Blocks (CAZT) category in the Fite Resistance Directory for comes of mamtfncttas. 2. Joint System Max width adjoins: is 3/4 in. The joint system shall waist of the folawm& A. Forming Material* For joint openings up to in in. on width, the forming material shall be a read, of 3/8 in. thick Fa joint openings up to 3/4 m. in width, the f"®ng material shall be a min. of In in. thick. In Configuration No. 1, a cam 6 in. width of fa®g material shall be folded to half and firmly packed into operrang as a pet'maneut form Fammoug material In be recessed from exterior face of wall as mounted to accommodate the mqukedthiekmss of fig meter d. In C.aofigumtionNo. 2, a mom 2 is. width of fomaing material shall be folded in bWand firmly puked into opmiog as a pemanrnt form Formng material an be recessed fimheach surface of wall as renewed to accommodate the required ihichoess of fill mamfd. BACKBR ROD MFG INC - ULTRA BLOCK B. FIN, Void or Cavity Material* In Confrgnaton No. 1, ruin In in. thickness of fill material "Fired within the joint, flash with exterior five of wall SIKA CORD-Silaftea 2C7(S or 15L M -RL Fhlt Void or Cavity Material- in Configuration No. 2, min In in - thickness of fill material applied withinfbe joint, flush with each surface of wall, SIKA CORD-S*Wkx 2CNS *Bearing the UL C7assifiatiam Mel Design No. U909 Jamey 02. 1997 Bearing Wall Raring -2 HR. _ 1lantnearhog Wall Rating-2 Hat - - . Set Conuete Blocks caregmy for Bet ofeligibte uwtmfoetmems. 2. Medw-Rio nand in fail bed 9fmwfacamn. 3.03 ill. thick, of mature than 2.114. and not came then 3-1n parts of does slump and to i Pon Portland cement (Propordemed by volume) and net more than 50 percent kgdmwd Nana (by canon velum). Vertical joials staggered 3. Portland Cement Stamp or GypamMolter - Add . L2 her to etaraifcri ion if mod. Where combustible members are framed in will, place or meat=atbe applied on the lure oppwse kWWnt to achieve a mace. C9asai&46mof I-ld hr. Aradleda comae, bkrciw (item 1). 4. Lome Masonry M -Hall core spaces rev filed with Iowa dry expanded stag, expanded clay uoshak (RomydUm Frontal), water repeliam vet awufite Monetary felt mmlabon, or silicone mined poulke Iowa fill insulation add 2 hr to elmmfiatmu 5. Foamed PbMk*--(Opfiom&Xot Shawn)- t-In is dick sax, 4 0 wide at emha& asaelow to coarse Macke (Irma 1). BPB AMERICAINC BPRC LOUX-TypeTkemx •Beatfog the UL Classification Mark Systems Al C-A L1017 Decomber24, 1996 F Rattngs- 3 Hr T Rating-0 Hr 1. FYwror Wall Assembly, Min 4-In in. thick lightweight or normal weight (100-I50pet) concrete. Wall assembly my also he amstmseied of myUL Classified Concrete Moeka•. Maas diem of opening is 12 in. See Concrete 8104M (CAZT) category is the Fire Resistance Unixtory tar names of manufaemsrm. 2. Through Penetrants One moralise pipe, ca dmtor tubing to be installed either tuacenficdly or ceecatmcaky witbin the Lrestop system. Annular space between pipe, conduit or tubing cad edge of through opening to be into V4 in. and mat 1 is Pipe, conduit or tubing to be rigWly supported an both sides of floor or wall Assembly. The following types and saes of meaft pipes, emdbria or to" may be used: A. Steel Pipe Nam 10 in. diem (or smaller) Schedule 40 (or heavier) steel pipe. B. Steel Pipe Nom 6 is diem (or smaller) Schedule 10 (" heavier) steel pipe. C. Conduit Nom 6 in. diem (a soaker) rigid steel conduit. D. Conduit New in. diem(" smaller) steel electrical metallic tubing. C. Copper Tubing Note 4 m. diem (a anothe) Type I. (or heavier) copper lake. F. Copper Pipe Nom 4 in. diem (or sumker) Regular for heavies) copper pipe. - 3. Fi estop System The details ofthe Decamp sysoemshall be as follows: A. Puking Material Nom3 fn. thickness ofnvnral-weal ban insulation or ceramic (ahunma silica) fiber blanket firmly packed her, opeming as a permanent norm Packing material to be recessed from top surface of OM M r from both surfaces of wall as regaded in accomori m the regartedtludwess of caulk fell material. B. Fill, Void or CavityMatriW -Caulk Min 1/2 m. thickness of fill material applied within the anmdus, mush with top surface offloa or with both surfaces of wait. 3M COMPANY-FD-150 'Bearing the UL (37assificalionMark a.s,rmmmr narm ors diem (ammikr)rigd reel conduit. '.. C. Conduit Nom 4 in. di o n (a mailer) steel elecrialwitalic tubing or steel conduit D. Copper Tubing Nom 3 in. dim for mailer) Type L (a he vim) copper tubing. B. Copper Pipe Nmn 3 in. diem (orsmolkr) Regular(" lheaaier) copperpipc. F. tan Pi Nom 10 m. them (or mall east or &rcdle imm pipe. Pipe Max Nom Pipe Caedoil Conduit a• Tubing Max Antrim or Tubing Type Dam Is. FRating Hr spas hL AmF 10 3 3/4 a 6 3 314 C 4 3 1-112 DandE 3 3 - - 314 DasdE 3 2 7/g 3. FK Void or Cavity mswrftw-PunyMuldaMkpury anmfal kom and by land and appliai m fill annlar space too nib depth of I in., Bush with lap surface ofBoa: ki wall _assemblies requital peaty thickness to be i satkd symmeriafly anboth nice of'vroll. 3M COMPANY-- MPS-2+. *Bearing the UL Cfassi6cauoa Marc System No. C-AJ 2161 January 11,1994 F Rating - 2 Hr T Rating-2 Hr 1, Floor or Wall Assembly Min 4-1,12 in. thick reinforced lighweight or nomlal weight (100.150 pcO cmlcrete. Wall may also be constructed of any UL Classitied Concrete Blocks". Disin al'upening through floor or wall to be 112 to Sig in. larger than the outside diem of through penMLant (Item 2). Max diem of opening is 3 in. See Concrete Block WAIT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants One nonmetallic pipe or conduit to be centered within the firestop system. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and styes of normaetalh i; pipes or conduits may be used A Polyvinyl Chloride (PVC) PdpeT4om 2 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) piling system. B. Right Nonmetallic Conduit+Nom 2 in diem (or smaller) Schedule 40 PVC conduit installed in accordance, with Article 347 of the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 2 in. diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) piping systems. 3. PSrestop System The details of the firestop system shall be as follows: & Packing Material Nom 2 in. thickness of min 4 pcf mineral wool Batt insulation or cer'aa»c (alumina silica) fiber blanket firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or both surfaces of wall as requiredto accommodate the required thickness fill material. B. Fill, Void or Cavity Material' - Caulk Min 1/2 in. thickness of fill maderial applied within the annulus, flush with top surface of floor or with both surfaces of wall. 3M COMPANY - CP 25 WB+ -Hearing the UL Classification Mark System No. C J-3107 January 11, Im. F Rating- 2 Hr T Ratings-0, W4 and 2 Hr (Solutions 2) Sam ) i fir, (v A .x .A- 1. Fear or Walt Assembly Min41n in. thick lightweight armmml weighs (100.150 pet) concrete. Wall nay also be constructed of anyUL Ckssffiet Concrete Rheieri% Diem of cacalar tlrmrgh opening in floor or wail assembly to be 3/4 ia. a 1-I0 in. larga dean diemoflMoagh penetrating product (team 2) installed in through openin& Mac diem of opening is 3 in. See Concrete Block (CAZT) category In ax lire Resistance Directory Panama of immtectuers_ 2. Through Penetrating Product• Max four copper aeduwim Nm. 2 AWG (a smak ra) alwnim mMetal -Clad CWe+. Mac ace meal clad able installed near neater ofchuukr through opening in floor "wait assembly. Through pemtretingproduct to be rigidly supported an both sides of floor or wall assembly. When roan No.2 AWT. metal dad cable is used in fear w sembly, T Rating is 0 hr. When mar No. 2 AWG add dad able is used its wan msen hh, less than 6 in. thick. T Rathg h 0 hr. When max No.2 AWG swat clad able its surd In Morn 6 in. thick wall assembly, T Rating is 314 hr. When max Na, 12 AWC metal dad cable Is sued in min 6 in. thick wall ammrhly. T Rating is 2 hr. NEXANSCANADAINC 3. Packing Materld Nan 1 in. fti mas of ceramic (alumina silica) t3barbknkd a mineral wool ban imulakus finely into opening as a pernmem fora Packing material to be recessed min 1 in, from sop surface of floor or from Malr surfacm of wall. 4. FBI, Void or Cavity Matey aP - Caulk Applied an fill ON mmbr spoice around Ore through pi m mnifing ProdwL In flora, a min I indepth of fill material robe installed flush with top surface of floor. TO WAS, A uhe I in, didh of fill material in be installed flush with wall surface on bah sues of wait assembly. 3M COMPANY .- CP 25WB+ 'Bearing the UL Classification Marking #Bearing the UL LtstingMak RICK GONZALEZ A.I.A. PRESIDENT AR-0014172 120 S. DIME HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)-659-238',3` FAX: (561)-6595546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ME PROTECTION STANDARDS REVISIONS I NO. DATE 08-07-02 SCALE 1_11-011 1/81 ET JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMEMS & SPECIFICATIONS AS INSTRUMENTS OF SERNCE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS D(ECUIED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT By OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 8 OF 31 GtPR0J/C 0 MM/01062/PSI NTCJ WHERE PURLIN OCCURS AT LIGHT, TOP LIP SHALL BE BENT UP TO PREVENT CLIP FROM 51-112IN5 OFF WHEN "T" 15 TIGHT TO BAR SIDE MOUNTING LEVELING LUG BY WALL FIXTURE M&T. MOULDING CAN INSTALLATION BY BE T' OR "L" ELECTRICIAN A5 \ PART OF FIXTURE (2 PER SIDE) DETAIL AT WALL FIXTURE VARIES AITH MFG. n � TILE OPENING n Qyi 5EC710N "A -A" P DIRECT HANG CLIP (OR OTHER APP'D CLIP)'" MAIN TEE 48" O.G. MAX. (SHAPE 8 DESIGN AS APPV) OTHER APPROVED CLIP"' MAIN TEE THE RECESSED FIXTURE MAY BE SUPPORTED BY THE MAIN TEES 5PACED 2'-0" OR 4'-0" O.G.; CROSS TEE MAY BE 1-1/2" OR I" HIGH, AND MAY BE 2�OO" OfR 4'-O" O.G. \\ , 1-1/2" C.R. 16 GA. STEEL 51,15P. GHAN.. l5 # APPROX. 4'-b" O.G. (NOTE: LARGER OR HEAVIER GHAN. AY BE USED WHEN REQ'D BY BLDG. CODE) MAIN TEE COUPLING (62GCUR5 < 1-1/2" CHANNEL APPROX 4'-b" O.G.MAY OCCUR DIRECTLY OV�� FLIGHT DOM VA JE5 TO SUIT INSTALLATION CLE RANGE 4 LIGHT FIXTURE 00�� HEIGHT 1/4" DIA. GALV. STEEL ROV OR 1/8" x I" ASPHALT PAINTED FLAT STRAP HANGER, NOT T EXCEED 4'-b" O.G. GAT CLIP (OR OTHER APPROVED MEANS) NOTES: I. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING GRO55 TEE OR LOOKING BAR MUST BE USED. 2. THE TOTAL WEIGHT OF A L GHT FIXTURE AND OTHER EQUIPMENT (AIR BOXES, ETC) AND CEILING MATERIAL SUPPORTED BY THE MAIN BEAM MUST NOT EXCEED THE ALLOWABLE DEF-ECTION OF 1/160 OF ITS SPAN. DEFLECTION DATA MUST BE FURNISHED AND --- - - - - - - IANUPACTURER. IDANT FIXTURES MUST BE 8" ALUM. GLG- FA50IA 'ORTED FROM' I-1/2" BLACK IRON ROOF CONSTRUCTION.' :HEDULED CEILING FASTNER TO STRUCTURE ABOVE 1/4" PENCIL ROD SCHEDULED MTL.STUD MEA APPROVED GAT CLIP COLD ROLLED CHANNEL (BLACK IRON) MIN 1 1/2", 16 GA 475# ® 4'-6" MAX OG DIRECT HANG CLIP Z BAR ® 4'-0" MAX OG 5/4" ACOUSTICAL GEILIN6 TILE STEP MOULDING 56HE12ULEP FINISH TICAL ACT. @ AALL GONT' MTL RUNNER ATTACHED TO STRUCTURE 2 1/2" MTL. STUD FRAMED TO DECK ® 4'-0" O.G. MAX (ANGLE BRACE AS RE012) "L" 5PACKLE TRIM (TYPJ _ — 5/8" GYB. BD. 1 1/2" = 1'-0" FASTENER TO CONCRETE FASTENER l SLAB OR STRUCTURE 5LAB OR 5j ABOVE ABOVE f 1/4" PENCIL ROD I/4" PENCIL HANGER CLIP COLD ROLLED CHANNEL GOLD ROLL (BLACK IRON), MIN. 1 I/2", (BLACK IRO b GA. 415#, MAX SPACING It, GA. 4! 4'-6" O.G. MAIN TEE, MAX SPACING 48" O.C. 7 P. A�OUS71C C I L I INS TI LIE 5U5MEN51 Old 1 1/2" = 1'-0" A APPROVED CLIP GA., T/8" FURRING WNEL MAX. Ib' O.G. 5/8" GAB fi*rf=. GYPSUM C I L I NO SU5PEENSII ON 1 1/2" I= 1'-0 " 2 1/2" MTL. STUD FRi TO DECK ® 41-0" 0.( 4EDULED 5/4" MAX (ANGLE BRACE OUSTICAL CEILING TILE Rmv) FACT. SERE GLG. PLAY N FOR HEIGHT i J = J � id cP MOULDING m wU_ �z Q GYB. SEE GLG. Y PLAN FOR HEIGHT ACOUSTIC CEILING TII RNER BEAD; TYP. 5TEPED EDGE MOLDII r SECTION La SY5. 5OFFIT 1 1/2" = 1'-0" R0011"mm FASTNER TO STRUCTURE ABOVE GOLD ROLLED CHANNEL (BLACK IRON) MIN 1 1/2", 16 GA 4"I5# ® 4'-b" MAX OG METAL FURRING CHANNELS a I6"Oc LAID ON GRID 5/8" GYP. BD. CORNER BEAD (TYPJ C7 70 OY5 50 17 -ARCHITECTS °INTE.R 10 R S °PLA NATEIR S, INCORPORATED VV I I I RICK GONZALEZ, A.I.A. PRESIDENT AR'-0014172 120 S. DDGE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)-659-2383 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com -------------- CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY S .ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. FIRE PROTECTION STANDARDS REVISIONS NO. PERMIT SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE 1/8" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERJICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT EE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 13Y OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-008 9 OF 31 G-PR0J/CDMM/01062/PSI I 2 I � 189 g 0, 120'_PJ" g'_4" „ „ 24'-0" 2 0 24'-0 24 -0 24 -0 J. '_ „ �2' g" 1 6"_0,,, 4'-g" V-4' 4 -8 3 4 4' 8 13 $" 4 _g, 3'-4" 4'-g" 3' 4" 4'-8" 4 4"-g 3 4' 4'-8 3 4 4'-8 ks -D 2'-8 2'-8 2'-8 4 -8" 3'-4" 4'-g" 3'-4" 4'-8" g' M.O. r M.O. M.O. M.O. M.O. M.O. M.O M.O M.O M.O. M.O. M O. O. M.O. M.o. 1 OA A A A A A F F F A 2 A ROS O O OA / Dmv ST RAGE SUPERVISOR 1R O COLLECTOR A 3.6 I 2'-8„ 128 I s 6'-0P 2'-0" 22'-O" 2'-0" 22'-fp° 2'-0 10'-10 4 v 15,_g, 2`- 1/2" s I 00 �I / 3 3 4 5 8 9 Lol;!� lip 131-1 T m 't DMv D DMv rmv 101AV101,' tM DMv DMv 6i / _— —�— I i � //� _ e'� I /i j - / LA L_ 8,_4, 2 - �� d M.O. ti Am.o 12 AF i+l DMv I 132 GI 2'_2" 2 -3 1/2 I 132-1\ \ I &'-101/2" = UP - rsEs � 1'-3 I/413 8 - ��0„ 3'-10„ �/ g,_0„ - 6'-0" 6'-0" 31-1fIJ°-0 13'-10" 14'-0" g _4„ 9-I STAIR C / 1 DMv — — FIELD — — — — --- - _ / /ORGH NJ.Uti ik ^O. 14ID I DE iA WAITING STAFF I STRUCTURAL 9 133-I N - - 14 8,, // y �.,) _ AREA pmv 139 COLUMN,am HIM am _ �A / O AO i // P 127 P. F - \\ 10'-8" q v 0 aDa L, (pnj\ A05 - ro h %ry it zo s a n O MAANNAGER `— ICE v 133 I (I J TA REAKROOMCOLLECTORS' S a' Q _ A o - ELECTRICAL 105 I 4 / \gym III-1 136-I I m m — _ STAIR IIl 9 — AOS N I .9 AOS — \ +, AOS z10 m Aos I _ „ - - v � .•ID / \ �IOM� P 7-2 ._ 12 51/2 2 r Iq.' i2'-0' .0 I ry`� --- - _v BATH! �IVT C TIC 0ACE ICON CE I NAL102 � CHANIGAL 1I 135ROOM M OR AGE ; L 134 v W I tsFarzcN `i: CC / OPEN O O F F OR OA AO OA _ _ ♦ \\\ A / A50VE O/ � / j / O O I 0 v N v / 4. 3 gib 4'-S�� �_/A„ ,_g, ,_Q� i_p, )_p� �_Q� 6�_/rp 41-g�, p�_4„ ., �_v" 3'-4�� 4,_p 11 31_ I.1 -_all p�_.f �, �RECEPTION '' O V V O Y/ J V O Y T O V Y ILO. M U. M O. M00.8 M.O. M.O. O. M.O: M.O. e. tp ry I I� �I 104 VATO a, / „ A 4 \/ `� counTe j LETTO M 9 :,OR - MACHINE / / / �11 / Nam _ N I 1 t sill 9 = STRUCTURAL /// �� 0 3 ` I N COLUMN, 2 @ rn CT, PJ C MAPPING si II MECHANICAL= 101-1 II 0MINISTRAT7IVE 0 — Lp @ ASSISTANT M 115 JANIOR FELDE&T IA O PROPERTY I I r12-1 13 Q O ro N @ � APPRAISER 107 CONFERENCE ROOM Q 119-I COPY/FILES 122 it v 0 AI m 119 I T O CA) ID r 12 � d LL \ 12 _I O — v N d O ign A05 APPRAISER'S = A I OFFICE I OA r 123 @ v A 5.1 — MANAGER'S 0 OFFICE FUTURE 123-1 ;nF Ill WO TATIONS r 124-1 Q co kign FIELD APPRAISER'S�o Q 117-1 STAFF OFFICE 2 v 1 J[:126 A05 F124 � MANAIGER'S OFF2 8 <r APPRAISER'S Zv I D OFFICE 3 - ep IU A05 _ 125Una on no aD v � S P. N A A rK 2 � TAIR A A LO �• o� UP A _ B A-1 M O. M.O. 5'-0" 3 4'-8" 5'-91/2" 4'-8" 12'-21/2" A 3.5 3 I A 3.5 OF FURRING )W RESSIBLE FILL I A LO q � 3.� EALANT ELOW MpRE NN NE SCHEDULE WINDOW S`r I. EXTERIOR CMU WALLS USE 2 1/2 METAL FRAMING WITH R-6 FIBER GLASS BATT INSULATION ON INTERIOR SIDE 2. ALL INTERIOR PARTITIONS TO BE TYPE A PARTITION AS SHOWN ON SHEET A.04 UNLESS OTHERWISE INDICATED. 3. SIDEWALKS SHOWN FOR CLARIFICATION- REFER TO CIVIL DRAWING FOR ADDITIONAL INFO. w •RE( 09 ARCHITECTS •INTERIOR S • P L A N N E R S INCORPORATED w I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DUE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE R. FLOOR PLAN GROUND FLOOR (CORE) REVISIONS NO. PERMIT SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE 1/8" =P-011? DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SOME ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EMCUIED OR NOT. THEY SHALL NOT DE USED EY THE OWNER OR OTHERS ON O7HER PROJEC75 OR FOR ADDIt101T5 TO TH6 PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-100 10 OF 31 G,\Pro j\Comm\01062\Plot\01062_A1.O.dwg Li e0 ro ,n r ' n " a' �� a �- u n n ' n ' n �_ ' '- ' I4'-8" '_4," 4'-8" 3'_�n '_ Sr 3'-4" 4'-Yin V-4" 4'-8° {� 8 4 !4'-8 3' 4 4'-8 3 4 6'-S 6 4 -4 4- 6 �' 4' I ( I I MO. M.O. M-O. I MA- M.O. M.O. I M.O. M-0 MA I M.d. M.O. M.I. I MD.' M.O. M.O. rlilliiiiiiiiii O O O O O i O O O O U O i 0 O O B A 3.6 v Q O i i i II i I � 1ph EXPANSION \ dL�205 2 I I B \ 3 -11 3/16" D (3: A 3.5 \ O Ai I Vi \ O DELUGE SYSTE - 61 \ FIRE PROTECTI \ DRAWINGS OE 0MULT-PURPOSE \ sir, ?, TRAINING ROOM 201 O A 5.4 = I \ v - - ' I PEN TO TOWER ABOVE 3'-'I'" Cam'=2' �'_6" Ofb4CsE 20'3 / BRIDGE H M. M. ^ k //201? v B Otu s Lam' OPEN TO EEL OFFIcr ROOM ' VEST LE LEvArO A5v d B s4s fti,, 214-I �92FST wowtw.ls SUPERVISOR 6' 0" 3'ANICA. it AMA ELECTIONS N ' -a 0 214 � `=� _ --ir 2 \ m A B 2 A3.I c0 N '/ 6' 0 �. _ O----------------=-- --- - — a Flo — CO O _ AOS — 3 10 ci'_Iln 6'-2" 8 - v O B d v B — PROPERTY ERE ROOT 1 4" APPRAISER 21l 6 F a� 211 211-i AOS �ONFERENGE kAO AOS@A 42 s 215 IS-65" 15'-l" @ r al Q I 0 N FIELD STAFF v 215-1 i 215-2 m E — 211-1 in Oa _ p 13 N SERVER 21ro _ B o CS FIELD STAFF FIELD STAFF r Align ( lien 2 A1.0 $ V - -- --- O i— 3'-3 1/2" 2 bn ' 3 1/2" S = 19'-3 1/2" = 22'-10 1/2" - Q g FIELD2 9 G m? FIELD STAFF Q 219-D io M�0) 01 N � 1� STAIR A MA, m F - MA- M.O. MA. 6'-0" 12'-10 I/21. 60' rr i' 5 A 55 6 I A 3.5 A 34 60'+4" I' I�irTrlrl�ru , A 5.4 RICK GONZAI.1{..Z, A.I.A. PRESIDENT AR-0014172 I 120 S. DDaE HIGHWAY, SUITE 201 A3.6 WEST PALM BEACH j i s d1 FLORIDA 33401 L( PH: (561)-659-2383 FAX: (561)-659-5546 mail@regarch.com P CORPORATION NUMBER AA-0002447 n � i�z 33'-4' bTq ca m � n -------- ----- i---- ( i FUTURE EXPANSION N A203 05 I 04-I I 05 3'-4" ' 6'-8" 8' '-8' '-8' -8' '-8' 6'-8"' 3'-4" 4'-8" 3'-4" 4'_8" 3'-4" 3'-4" 4'-8" 3'-4" 4'-8" 3'-4" 3'-4n 9r_4n O1%0-7. M.O. i MA. MA: MA. ilil -0" MD.-[M.Cb. MA: M.O. M.O. rem 1- EXTERIOR CMU WALLS USE 2 1/2 METAL FRAMING WITH R-6 FIBER GLASS BATT INSULATION ON INTERIOR SIDE 2_ ALL INTERIOR PARTITIONS ' O E TYPE A PARTITION AS SHOWNi ON SHEET IAD4 UNLESS OTHERWISE INDICATED_ 3. SIDEWALKS SHOWN FOR CLARIFICATION- REFER TO CIVIL DRAWING FOR ADDITIONAL INFO. (5 PERMIT SET AUGUST 27, 2001 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE H. FLOOR PLAN SECOND FLOOR REVISIONS NO. PERMIT SET ISSUED JANUARY 31, 2003 DATE 08-07-02 SCALE 1/8" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS k SPECIFICATIONS AS INSTRUMENTS OF SOME ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR 6 EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-101 11 OF 31 6\Pro j\Conn\01062\Plot\D1D62_A1.2.dwg T CONNECT ROOF DRAIN \ y TO SEWER (TYPICAL.) CONNECT ROOK DRAIN 2 CONNECT ROOF DRAIN TO STORM SEWER TO STORM SEUIER- COORDINATE W/ A 3.0 COORDINATE W/ CIVIL DRAWINGS i CIVIL DRAWN46 I II �I II II � II II I 11 II II I HP. HP. I{ H.P. I I II I II II I II II — I INDICATES RAIN PIPE I I I I ROOF UNDER SLA SLOPED I { TO STORM S WEIR \ I I I 302 (TYPICAL) I I Ii � II II C I as'-IID" OLH E / RD -- \ �\ . NJ'\ A 34 A-12 H.P. HP. H . I O E HP. } \ II HP. 0 7 - ---------- OD. I OI E 10T-8" II � HP. �j''J P I // q33 �Ati CONNECI ROOF DRAIN I TO 5TOR SEWER_/C COORDI ATEUJ/ __ _-_------- ---— CIVIL _ Qp --- {---- --- -- y3�' TO 9 / \ LEGEND RD PRIMARY ROOF DRAIN W/ CONT, PVC PIPE SLOPED TO STORM SEWER OD EMEfpENCY OVERFLOW DRAIN HP. HIGH POINT OF ROOF DIRECTION OF SLOPE DRAIN HP. CRICKET, OD HP, o J r _J ROOF PLAN I I I I--- II iTONER 24'_5" STAIR G ROOF PLAN 26'-&" STAIR A �� ROOP PLAN 2 - A R C H I T E C T S -IN TER I O R S P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDaEE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ROOF PLAN REVISIONS PERMIT SET ISS JANUARY 31, 20 NO. DATE 08-07-02 SCALE 1/8" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL ROM THE PROPERTY OF THE ARCHITECT WHETHER THE PROTECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A— 1 0 2d 12 OF 31 G,\Pro j\Comm\01062\Plot\01062_A1.4.dwg C I L I NS PLAN 0 O SCHEDULE d ADDITf L INFORMATION. REFER TO FIRE PROTECTION PLANS FOR FIRE SPRINKLER fNFORMATION. NOT IN IN FOR :I TY RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDaE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-639-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADUT�H O. ANNEX P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. REFLECTED CEILING PLAN GROUND FLOOR REVISIONS I NO. DATE 08-07-02 SCALE 1/8" =1'-0" DRAWN JR CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHEIHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. M SHALL NOT RE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHM, EXCEPT BY AGREEMENT IN WRIDNG AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-200 13 OF 31 Gi\Pro j\Com\01062\Plot\01062-A2.0.dwg I I �1 \ \y0 71 :. II ' ry)t / o �s 0 XX I I i i 02'-10 4'- i" 9' 0" ✓ ' ro116 ; 1 I ` v o �\ 1 , — °11 N I ' n o 0 @ 0 I N Q o I O 1_9� I_gi o �t O O O OI _ CC)— - -- _ 11 _I _ _ _ 1,_Q11 -� O V _ 20-11" I ��111 O r- - � o , 0 0 - 0 0 0 0 xx 0 0 0 0 0 o s CID -------- - 0 0 — m , 1 m N p'-TIT QI_pll 0 911 I 5'� 11 0 j- A- -1 "I Iff o� 0 , 0 , N I�1 3'-3" m Q� LF n m A I i I I -, I I I I I VQII i VallQ11 QII 22'-'1 1/2" 221-811 V ONE HOUR CEILING ASSEMBLY //-UL DESIGN P214 NOTE: ALL LAPIN CEILING - 10'-6" ELEVATION ABOVE FIN. FLOOR UNLESS OTHERWISE SPECIFIED I I I I V TOWER REFLECTED CEILING PLAN � TOWER STAIR A 22' NOTE: ALL SOFFITS i a 1;0'0" ELEVATION ABOVE FIN. FLOOR UNLESS OTHERWISE SPECIFIED CEILING PLAN SEC®N L T I L I ry FLAN I 8" 11y all 1 IIIL I_ 22'-&" 3F1_O�I STAIR C TOWSTAIR G 3 TOWER STAIR CEILING PLAN LIGHTING SCHEDULE/ CEILING TYPES 2' x 2' LUMINAIRE_ REF:MIR MFR: ALERA LIGHTING ® CLASSICAL ZIGGURAT ® 2' x 2' PARABOLIC 2' x 4' PARASOL IC 4' DIRECT/ INDIRECT LIGHTING, REF: CRESENT R: LINEAR*- PERFORATED WINDOWS WITH 1" SLOTS D PARABOLIC LOUVER 0 &' DOUJNLIGHT MFR: PRESCOLITE 0) ', 6' DOWNLIGHT. WALL WASH COMBO MFR: PRESCOLITE ® PENDANT LIGHT - REF: ARCO MFR: VISTA �—, 4 -0" FLUORESCENT STRIP FixTURE FINISH CEILING HEIGHT o CEDAR OUTLOOKERS NOTE: REFER TO ELECTRICAL PLANS FOR LIGHT I SCHEDULE a ADDITIONAL INFORMATION_ REFER TO FIRE PROTECTION PLANS FOR FIRE SPRINKLER INFORMATION. 1 I A } 3 Y 4 Vyy -ARCHITECTS °INTER I O R S , P L A N N E R S I N C O R P O R A T E D RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDCIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 61) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. REFLECTED CEILING PLAN SECOND FLOOR REVISIONS NO. DATE 08-07-02 SCALE 1 /ro811 1 DRAWN JR CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS A: SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHE(HER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT DE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. r A.201 14 OF 31 G1\Pro j\Comm\01062\Plot\01062_A2.0.dwg I I�I,'L->,'I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH' F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-OW2447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTP02-158 Walton Road PORT ST.LUCIE SECT 61 TRACT K PORT ST. LUCIE H. EXTERIOR ELEVATIONS REVISIONS NO. PERMIT SET ISSUED JANUARY 31, 2003 DATE 08-07-02 SCALE 1/8" =1'-0, DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHAH REMAIN THE PROPERTY OF THE ARCHITECT WHEMER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 15 OF 31 Gi\Prof \Conn\03062\Plot\01062_A3.O,dwg 2 3.4 '46 O.T.B. A TOWER # V r,T.O.T.B. o STAIR E O Cr: SI 0'-0" C15.91' TD-T.5.:a Q v „2nd FIN. FLR./T.O.T:B. T.O. STL. BEAM . REF. FIN. FLR. 0'� fD". CI5.91' NAVD) 6 � ' I A 4.2 PROVIDE MTL PANEL A 4.1 CRICKET AT STAIR BULKHEAD BEYONp -EL-M�TIT i2: STANDING SEAM METAL ROOF. POOR FACING (NOTI TRIMA TO MATCH '.. ROOF COLOR, TYP. ❑ ❑ ❑ ❑ 0 0 0 1-)EI F 1 0 0 0 0 0 0 0 0 _-.-__--.- MTL RAILING: TO ATCH ROOF COLoik TYR ST. LUCIE COUNT CAST OR SIM. STONE TRM- .__-_--. LOR TO. MATCH NAT. --- ----- ---- ----- ADMINISTRATION ANNEX RIFF CORAL STONE, TYP. Op 00 000 0 0 O ❑❑ oa ❑❑ ❑ , o❑ ❑ ------- -- FFT A O O O O O O r T: 8GNIARE COLUMNS. T 4 ARCADEAOGCsIA. '. LEMEN T : PEDESTRIAN COURTYARD OR PLA7A (200 SOFT. MIN.), SEE Pi.AN : PREDOMINATELY VERTICAL, RECTANGULAR WINDOWS. CLEAR GLASS WINDOWS (88% MIN. LIGHT TRANSMISSION1..r2- WEST (ClT-T- CENTRE I A 3.4 MTL. ROOF MATCH OXIDIZED COPPER, 'fYP. FASCIA: 5R(GHT WHITE, TYP. SOFFITS- BAHAMIAN LT. SKY BLUE SIMILAR TO 43, TYP. BRACKETS: BRIGHT WHITE, I , TILE ACCENT: To MATCH COLOR 01S, n"P-_ ---- STUCCO SODY: TO MATCH COLOR qt3, TYP. CAST STONE OR SM. STONE: COLOR TO MATCH NAT. BUFF CORAL STONE, TYP. WINDOW TRIM BRIGHT WHITE, TYP. CAST STONE OR SIM. STONE: TO MATCH COLOR q4, TYP. STUCCO BODYi TO MATCH COLOR TILE ACCENT: TO ---------MATCH COLOR q8, TYp------- WINDOW TRIM= BRIGHT WHITE, TYP. CAST STONE OR SIM. STONE: COLOR TO MATCH HAT. EUFF CORAL STONE, TYp STUCCO BASE: TO. MATCH COLOR 014Cl COLOR NOTES: ARGHITEGTURAA ELEMENT NOTES: L ALL COLOR KEY NOTES CORRESPOND TO: SECTION VI. HITECTURALLEMENTS AI D I PREFERRED COLOR CHART. (7 gRG 2. ALL COLOR KEY NOTES INDICATED AS FER SECT. V AND A 4.1 TYPICAL FOR ALL ELEVATIONS A 4 2 NUMBERED AS BY SECT. III FOR UNLESS NOTED OTHERWI5E. COMMERCIAL BUILDINGS. ELEMENT 5. CLOCK TOUIER.- ELEYIENT It DOR IER- -—J_ TILE ACCENT: CARMINE RED, TYP. a!l W70 1 Fri !� I ffe"m r7rc. 0 p �❑DID O O(ADi:O O ELEMENTID STONE OR STAMPED REtE PAVEMENT AT PROJECT ENTRY, DROP-OFF, --�� OR PEDESTRIAN CROSSING (300 5OFT. MIN-), SEE PLAN u� �wo WE 1 0 A tl EAST P VATIC ALE:I/8" = I 12 —T 4 12 �6 I-14 T.O.T.B. 0 STAIR V I 01 RICK GONZALEZ, A.I.A. T.U.T.B./RooF DEgi PRESIDENT AR - 0014172 120S. DDOE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 " FAX: (561)'-659-5546 mail@regarch.com 2nd FIN. FLRJT:O.TB. -- CORPORATION NUMBER AA-0002447 c LUNDOLU HEAD HEICsHS, e REF. FIN. FLR. 0'-0" (I5-SI' NAVD) CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY 'ANNEX SADMIN. P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE L Fl. EXTERIOR ELEVATIONS REVISIONS NO. T O.T B. ID TOWER PERMPT SET ISSUED �o JANUARY 31, 2003 T.O.T.B. ,w STAIR V I s T_.O.T.B./ROOF DEGYy DATE 08-07-02 2nd FIF 0'-0" (i5.91' NAVO) SCALE 1/8" =r-o DRAWN JET v CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS DfECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXERT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A- 16 OF 31 GI\Proj\Conn\01062\Ptot\MC62 A3.I.dwg '5. e 2 6t 42 C O T.O.T.B./ROOF DECK E 1&2nd FIN. PLR/T.O.T.B. a7.0. STL. BEAM 0 0 REF. IN. FLR_ _ _ A V0'-0 (15,SI'NAv0)------------ - U 1 A 3.3 12 61' 12 r T.O.T.B. TOWER Or— a ---------------------------------- - --------------------------ME] 9 1 M FgHl 0 0 0 n T O.T BIROOF PECK-------------- e v 2n� d FW. v. Tv 0. STL ,REF. FIN oo o wmimimiWIN N J A 6T LVATI( SCAL E a/8" _ REG H I T E C T S -INTERIORS • P L A N N E R S I N C 0 R P 0 R A T E D A J RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@reguch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. EXTERIOR ELEVATIONS REVISIONS NO. PERMIT SET ISSUED JANUARY 31, 2003 DATE 08-07-02 SCALE 1/8" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REIANN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 13Y OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT: 17 OF 31 GI\Proj\Conn\01062\Plot\01062_A31,dwq A 6T LVATI( SCAL E a/8" _ REG H I T E C T S -INTERIORS • P L A N N E R S I N C 0 R P 0 R A T E D A J RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@reguch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. EXTERIOR ELEVATIONS REVISIONS NO. PERMIT SET ISSUED JANUARY 31, 2003 DATE 08-07-02 SCALE 1/8" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REIANN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 13Y OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT: 17 OF 31 GI\Proj\Conn\01062\Plot\01062_A31,dwq AL T.O. RIDG-P _- IIL T.O.T.B. a TOWER — — EL. +44'-0" CEDAR OITLOOKERE Imo' -; - 12 =�i OL T.O. BEAM mill REP, FIN. FLR 12 41 12 6 OPEN 0 a PORGN 3 -4.0 A --_—__--- TD. STL. BEAM EL. +II'41 -ARCHITECTS I N T E R I O R S P L A NNE R S INCORPORATED Ti ` RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DD E HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarcluom CORPORATION NUMBER AA-OW2447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE R BUILDING CROSS SECPION REVISIONS NO. PO T SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE 1(4" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS UECUTED OR NOT. THEY SIMLL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A.3*3 18 OF 31 G,\Pro j\Comm\01062\Plot\01062_A3.2,dwg T.O.T.BJROOF DECK 2nd FK M N. FLR. = 15.V' NAVE T.5JR00F = 15.91' NAVE 12 6 (— 12 4 F— r 14 Il��elle [111 1 ';I FROPEPTY AFF'RAIII 2 A-4.2 F! 12 - 1 4 — T.O_TF3. m STAIR j — — T.O.T$_/ROOF DECK STAIR A 0 2nd FIN, FLRJT.O.T.B. ' e T.O. LANDIWS/T.O.TZL am== = REF_ FIN. FLP- - -- 0'-0" = 15,el' NAVD fN 5ECTION 6 12 --1 4 --- TOTS. ® STAIR STAIR G - ME-OL 41 6) — — — — 2nd FIN. FLR/LO.T.B. OIL r e ' c0 — — -- — T.O. LANDING/T.O.Ta , c0 REF. FIN. FLR. SECTION SCALE 1/5"=1'-0' x � , Lrl;qiljv RICK WNZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DD(IE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (561)-6,59-2383 FAX: (561)'-6'59-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 ----------------- CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST, LUCIE Fl. BUILDING CROSS SECTIONS REVISIONS NO. PERMIT SET ISSUED JANUARY 31, 2003 DATE 08-07-02 SCALE 1 f 8" =1'-0" DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL. REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT DE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRIRNG AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 9 A- N 4 19 OF 31 GI\Pro j\Comm\01062\Ptot\01062-A3.3.dwg 13 TREADS e 11" EACH + I" NOSING = II'-Il" 6'_p UP v m 7T7v Fl1P,,5T FIB O1 I'- 77T r FF DN ------------ ==-13 TREADS ® il" EACH 1" NOSING = II'-il" F% ELEVATOR MMEECO ANICAL -=xv d) eD SUMP PIT —� Oil C i� T.O.TB. 0 T V m Y 2nd FIN. FLRJT.O.T T.0.T.5JT.0.SLAB 6 2 I 24 -10" II I I -... H.G. I � FOUI}�1TAIN Sa" I LdaBY cq ELE ATOR I — — — I / l ✓ I W I I I UPS I 12 01-0" = 1591' NAVD — — 12_ MEN'& n RESTROOM ELEv,4TOR M,4C:HINE ROOM I `3 10 A 3.1 A 3.7 SUMP PIT Ll I i iir / iP_II" 13 T1READS a 11" EACH + 1" NOSING = ll'-il" 4G;ITU INAL 5 4 A-3.6 aM 4' 01" 4' 10 5/0" 13 TREADS A 11" EACH + I" NOSING I I I I I I I I I I I 1 1 1 DN I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 A-3b & 5T,4iR B t POURED STAIR. — T.O.LB. a Tt EL. +44'-0" T_O_TZ. FIN. FLRJT.O.T 0'-0" - 15.91' NAVD T _ VAT® STAIR- 5, 4 TOWE SCALE:I/4 v RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DD1M HIGHWAY, SUITE 201 WEST PALM BEACH F L O R I D A 33401 PIL• (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regamh.Gom CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH M2458 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. STAIR PLANS & SECTIONS REVISIONSNO. PERMIT SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE 1/4" =1W DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED RY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THE PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-365 20 OF 31 G,\Proj\Corte\01062\Plot\01062 A3.4.dwg STAIR C_ Fi m `7 CU 1/2" X 3/8" CI) 1-1/2" X 3/9 INSERTS STOF 3/8" RAG TILE IN CE �IRTAR BO 1 1/2 i4ANI)RAL e WALL va" WIDTH DIM. RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 POST GORE VEST PALM BEACH ED INTO GONG. F L 0 R I D A 33401 IN EPDXY GROUT PH: (5 6 1) - 6 5 9 - 2 3 8 3 @ 4'-0" O.G. MAX. FAX: (5 6 1) - 6 5 9- 5 5 4 6 maU@regarch.com CORPORATION NUMBER AA-0002447 STRUGTURE DETAIL CONSTRUCTION DOCUMENTS FOR -PFRECAST TERRAZZO LANDING PANEL ST. LUCIE COUNTY ADMIN. ANNEX T, y SOUTH HEIGHT DIM. wJ �0�-��0 4 a " 4 1/8" CAULK JN .�:- a Walton Road EPDX7 ABR EPDXY ABR FROM ENDS a. PORT ST. LUCIE SECT 61 „- TRACT K 3/9" REBAR CONCRETE SUBSTRATE PORT ST. LUCIE FI. a_ _• a STAIR PLANS & a /4" REBAIR SECTIONS 41 a 3/4" SETTING BED PARTIAL- STAIR SECTION REVISIONS NO. PERMIT SET ISSUED JANUARY 31. 2003 UARIDRAILA44NDFRAIL 'gi) STAIR IDETAL 5CA1-E:I"=1'-0" DATE 08-07-02 SCALE AS SHOWN DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-16 21 OF 31 G,\Pro j\Comm\01062\Plot\01062_A3.S.dwg W' [750 mm] SQUARE MINIMUM, 2 1/2.LB. 112 kg/me] LEAD OR 16 oz. [5 kg{mq SOFT COPPER FLASHING SET ON FINISHED ROOF IN COMPATIBLE ROOF CEMENT. PRIME TOP SURFACE BEFORE STRIPPING DRAIN STRAINER COVERBOARD — �P INSULATION THERMAL INSULATION ROOF DECK TAPERED INSULATION CLAMPING RING DECK CLAMP DRAIN BOWL MEMBRANE FIELD PLIES, METAL FLASHING, AND STRIPPING PLY ALL EXTEND UNDER CLAMPING RING COMPATIBLE ROOF CEMENT MULTIPLE -PLY MODIFIED BITUMEN ROOF MEMBRANE NOTES: 1. THE USE OF A METAL DECK SUMP PAN IS NOT RECOMMENDED. HOWEVER, DRAIN RECEIVERBEARING PLATES ARE APPLICABLE WITH SOME PROJECTS. - 2. THE DESIGNER SHOULD CONSIDER INSULATING THE DRAIN COMPONENTS BELOW THE DECK TO PREVENT POTENTIAL CONDENSATION. 3. MEMBRANE SEAMS SHOULD NOT INTERSECT DRAIN CLAMPING RING, 4. REFER TO THE INTRODUCTION FOR ADDITIONAL INFORMA- JN. TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" [25 mm] SOFT METAL PIPE FLASHING SEE NOTE No.1 PLUMBING VENT STACK MODIFIED BITUMEN MEMBRANE STRIPPING PLY - PRIME FLANGE BEFORE STRIPPING COMPATIBLE ROOF CEMENT OR COMPATIBLE SEALANT AT PENETRATION TO MEMBRANEJUNCTURE "MIN FLANGE , [100 mm] ........... .... ..:::: ................. ::: _...- MULTIPLE -PLY MODIFIED BITUMEN ROOF MEMBRANE SET FLANGE IN COMPATIBLE ROOF CEMENT (FOR ROOF SYSTEMS WITH FACTORY -APPLIED GRANULE SURFACING, THE PIPE FLASHING FLANGE AND MULTI -PLY MEMBRANE STRIPPING CAN BE INSTALLED BETWEEN THE BASE PLY AND GRANULE - SURFACED SHEEN COVERBOARD INSULATION NOTES: THERMAL INSULATION 1. SOFT METAL PIPE FLASHING: ROOF DECK -SHEET LEAD: MINIMUM OF 2 1/2 LB. PER SQUARE FOOT (12 kg/rrT] OR -SHEET COPPER: MINIMUM 16 OZ. IS %q1ni ] PRECAUTIONS SHOULD BETAKEN NOT T'0 DAMAGE THE SHEET LEAD WHEN USING HEAT -WELDED APPLICATION. 2. IF USING COPPER FLASHING OVER AN IRON OR STEEL PIPE, INSERT SEPARATOR SHEET (E.G., ASPHALT - SATURATED ROOFING FELT), WRAPPED AROUND PIPE, TO SEPARATE THE COPPER FLASHING FROM DIRECT CONTACT WITH PIPE, TO REDUCE GALVANIC ACTION. 3. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES [300 mm] OF CLEARANCE ON ALL SIDES PROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. (SEE TABLE 4.) 4. REFER TO THE INTRODUCTION FOR ADDITIONAL INFORMATION. F LUMPING uENT DEj L SCLE:NTS • REGLET FLASHING `FA5TENED 4 CAULKED TO SHEATHING COUNTER1u FIBER CANT STRIP MULTI-PLYY IBUILT-UP -.• i� �r 1E�1 A a .I E a! ° STUCCO REGLET FLASHING FASTENED 4 CAULKED TO SHEATHING --- COUNTER FLASHIN a. FIBER CANT STRIP a MULTI -PLY ° BUILT-UP RO °v D a. ®v a ° p T STRIP DETAI SCALE: 1 1/2" 1'- I i L. PAN GONG. FILL SYSTEM o : IS e u CHANNEL STRINGER STRUTS Uh IND ICATEI DRALLI NGE SOFFIT DETAIL SCALE: 1' = V-0' 4' 2-1/2' ALUMINUM CHANNEL SIDERAIL t6005-T5J � 2-1/4' SERRATED ALUMINUM TREAD (6005-T5) — LADDER ELEv. SCALE. KTS. — SECURE TO STL- CHANNEL (TYP.) WELD TO SIDE RAILS —2 1/2' x 2 1/2' x 3/S' ANGLE SIDE RAILS —2 1/2" x 3/S' SENT PL. BRACKET DETAIL SCALE, XTA r.A LADD-,R ELEV. SCALE NTS_ BRACKET AXONOMETRIC DETAIL SCALE: TITS. ETAILS 1 1/2'0 PIPE RAILING 3'x3'x3/8'x1' LONG ANGLE OR 6'x 3/5' BENT PL. TF. 3MIT SHOP DRAWINGS R APPROVAL 3 x 3 x 1/4' ANGLE WELDED TO CHANNEL RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDITE HIGHWAY, SUrIE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)-659,-2383 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE, COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. STAIR PLANS & SECTIONS REVISIONS I NO. DATE 08-07-02 SCALE AS SHOWN DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIRCATm AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERIY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDDIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMBJT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. )ETAIL 0 METAL CHANNEL 5CALE: I" = ]' 0' A-307 220F31 G \ProJ\Conn\01062\Plat\01062_A3.S.dwg a a PREFAB SCISSOR TRUSSES (TYPJ-- SNAP ON BATTEN CLIP SECURED TO TRUSS AS PER MTL. ROOF. SPECS FRAME STL. BEAM OUT TO DESIRED WIDTH W/ 2x'S, 5/8" PLYWOOD, PAPER BACKED MTL. LATH, 4 STUCCO EACH SIDE. — SEE TYPICAL MANSARD SECTION FOR TYPE STRUCTURAL STL. BEAM 1 STRAP SEE FRAMING PLAN FOR TYPE SEE DTL. 8/A-42 FOR FLASHING CONFIG. 4" CONT. SCREEN/ j VENT. t � 3Z OUTLOOKER. SEE ELEVATIONS FOR TYPE.- 3/4" STUCCO ON SELF - FURRING MTL. LATH — TUBE STEEL COLUMN WRAPPED W/ DECORATIVE FINISH. — _ 6ECTION �- 0vf;�,'H VALLY FLASHING SYSTEM AS PER MTL. ROOF SPECS BLOCKING AS REQ'D TO END PLYWD. SHEATHING PREFAB "PIGGY -BACK" TRUSSES ON PREFAB SCISSOR TRUSS (TYPJ VERTICAL 'X' BRACING SEE DTL. l/A-42 FOR FLASHING CONFIG. -- 4" CONT. SCREEN VENT BATTEN CLIP 4FASTEN SEE MANSARD ROOF SECTION FOR ROOF AS REQ'D TYPE . `♦ ME I STUCCO REGLET FLASHING- / STUCCO WINDOW SILL COUNTER FLASHING SEALANT 9 VERTICAL SEAM 4 UNDER 7' FLASHING (TYP.. SECURE AS PER MTL. ral PREFAB TRUSS. (TYPJ d ° 4 e 4_ a a as a , fi Mee CONNECTION PCfgc 5/8" PLYWOOD W/ FINISH OVER - EVE BEYOND WINDOW SCHEDULE TYPE. 4 1l I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDOE HIGHWAY, SUITE 201 WEST PALM BEACH F L O R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE F1. WALL SECTIONS & DETAILS REVISIONS NO. PERMIT SET ISSUED JANUARY 31. N DATE 08-07-02 T PAPER UPTO UNDERSIDE STUCCO REGLET FLASH. SCALE AS SHOWN DRAWN JET ' TURN -UP CHECKED REG CLOSURE FLASHING REG No. 01062 LICTURAL STRAPPING ? PORCH SCISSOR TRUSS STRICT. DWG'S FOR TYPE. :OND FIN. FLOOR OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ------ ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS IXECUIED OR NOT. THEY SHALT. I%OT 1 USED BY THE OWNER OR OTHERS ON OTHFR PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, ID(CEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. T,41L A � 4 1. u` 23 OF 31 G"\ Pro J\Co rom\01062\Plot\01062-A4.O.dwg SEE TYP. MANSARD DTL FOR ROOF TYPE. --- R-20 RIGID INSULATION ON 1-1/2" TYPE 'B' MTL. DECKING: SEE FRAMING PLANS FOR STRAPPING: INFORMATION SEE DETAIL 8/A-42 FOR FASCCA CONDITION—,1 12 4� ice_ COPPER DRIP ON Ix WD NAILER O ON 2x8 P.T. WD FASCIA 2x 4" CONT. SCREEN VENT TIE BEAM. SEE STRUCTURAL FOR TYPE, CEDAR OUTLOOKER 31_/AII PRECAST LINTEL. SEE Tl i'.VJOH. STRUCTURAL DWG'S FOR LOCATION 4 SIZE (TYP.) TYPICAL WINDOW UNIT. SEE SCHEDULE FOR TYPE PRECAST SILL RATED FOR IMPACT GLAZING (TYP_) — STUCCO SILL 3/4" TEXTURED STUCCO OVER Sx8x16 (NOM.) CMU. (TYP.) -- (1) 05 VERT. IN FULLY GROUTED CELL. SEE FOUNDATION PLAN FOR LOCATION SMOOTH STUCCO SAND (TYP.) r r TYF«AL 12 DECK TERMINATION 3/4" MTL. NAILS —5/8" G.W.B. ON 3/411 MTL. FURRING: a 24" O.0W/ R-42 FOIL BACKED RIGID INSUL. BETWEEN ACOUSTICAL HUNG CEILING: IX6 P.T. BEHIND BASE - Ix MTL. NAILS L -TIE BEAM. SEE STRUCTURAL FOR TYPE. :,OUSTICAL HUNG CEILING 1/2" EXP. JOINT I' plVllul��Ill140 Rw�`® S7=;O ON PAPER BACKED MTL. LATH ON CDX. PLYWD. ON COXED OUT GIRDER \-3/4" STLICC:O ON PAPER SACKED MTL LATH ON 5/8" CD.X. PLYWD. ON 2xro'S a I6" O.C. - -STANDING SEAM MTL. ROOF INSTALLED PER MANUR RECOMMENDED SPECS. ON 90 FELT PAPER HOT -MOPPED TO #30 4' CORRUGATED MTL. DECKING: 1v 6" O.C. FIELD 4 EDGES, 4 411 O.C. g DIAPHRAGM BOUNDARIES. ----- SEE DTL. 8/A-42 FOR FLASHING: CONFIGs. 4" CONT. SCREEN VENT BATTEN CLIP 4 FASTENER 12 4 ,I :I. 12 6 SEE FRAMING: PLAN FOR STRAPPING: INFORMATION 2x BLOCKING I. QI_pll STL JOIST (TYP.) 0 J CAP FLASHING: __ __ ` / r SEE 4/A-4 FOR SIMILAR CONDITION - 2x P.T. TO PLATE I SEECURED TO EACH rt I-[ 1tiF-W i v' �f rFl- 1 i liv- i TO 5/811 P YWD. SHEATHING PREFAB MANSARD TRUSS (TYP.) 2x P.T. WD. BLOCKING: BETWEEN EACH MANSARD TRUSS (TYP_) — FINISHED ROOF -20 TYP. SEE I/A-42 FOR CANT STRIP CC DITION ! r -ARCHITECTS ,IN TERIORS - P L A N N E R S INCORPORATED T ,t RICK GONZALE7_ A.I.A. PRESIDENT AR-0014172 120 S. DDM HIGHWAY, SUITE 201 WEST PALM BEACH FL0'RIDA 33401 PH: (561) 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-WO2447 PERMIT SET AUGUST 27, 2001 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY OUT� I" ANNEX P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. TYPICAL WALL SECTION & DETAILS REVISIONS NO. DATE 08-07-02 SCALE AS SHOWN DRAWN JET CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT DE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT HY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-461 24 OF 31 Gi\Pro j\Comm\01062\Plot\01062c_A4.1.dwg 3/4" STUCCO MTL. LATH 4 FELT PAPER PLYM. SHEATHING MANSARD ROOF TR ISS STUCCO REGLET FLAS14NG FASTENED t CAULKED TO SHEATHING COUNTER FLASHING FIBER CANT STRIP MULTI -PLY BUILT-UP ROOF NOTE: ROOF INSTALLATION SPECIFICATIONS FROM MANUFACTURER OVERRIDE TYPICAL INSTALLATION SHOU.N ON THESE PLANS (TYP.). GMU WALL CONC. TIE BEAM i I i I i i I I i i i i 1/4 DIAx6" TAPCONS • 24" O.C. (TYP) t NOTE - SEE DTL. 4/A-42 FOR FURTHER INFO 50FfT DETAIL '@ C" IU UJAL SCALE: 3' =I O FRAME L 2x4'S AS REQ'D 'Z' CLOSURE FLASHING RIDGE CAP FLASHING 3/4" TURN UP- I FASTENER SEALANT • VERTICAL SEAM < UNDER 'Z' I FELT PAPER OVER PLYWD SHEATHING 12 12 1 1 � ------ II I CLIP U l FASTENERS BOX OUT SOFFIT TYP. INDICATION OF APPROX. LOCATIO! OF 17d COMMON W LLD. FINISH TRIM T (V _1 BEYOND E DECORATIVE COLUMN ° S CRICKET BY BUILDER 43TANONG SEAM MTL. ROOF FINISH ON CRICKET BEYOND STUCCO CAULK - STUCCO EMBED[ STRIP NOTE" ROOF INSTALLATION SPECIFICATIONS FROM MANUFACTURER OVERRIDE TYPICAL INSTALLATION SHOW ON THESE PLANS (TYPJ E J OF PTUCACPOERRIMTT f S FL 1 12" CORRUGATED MTL. DECK MANSARD ROOF TRUSS__ -- BATTEN CLIP U!/ FASTENERS 2')(6 'GI;dCKEP SECURED 70 EACH TRUSS W/ (9)10d COMMON NAILS -- JOIST BUCKET • MASONRY CONNECTION —IJ RIDGED INSULATION a v --- ---- --- --- ' - ---- - -- — ---- -- -- - - - —' a a. EAVE BEY e e; ¢y v ,o CANT 5TRIF DETAIL C IC<EET SCALE: e DOOR OPENING ---- �" TRUSS STRAP- SEE FRAMING PLANS FOR TYPE — -- SECOND FLOOR BE STRUCTURAL EINFORMATION 2x BLOCKING AS REQ'D _ - * BATTEN CLIP W/ FASTENERS — PRE-ENGINEERED TFU%12 I ROOFING FELT PAPER 4 T - - -- - ROOF FINISH. SEE MANSARD FIt II AS MR FINISH ULE ROOFFOR R TINFORMATION I D 'Z' RETAINER STRIP SLOPE 258eF1. �`id ; -> a SET IN SEALANT -------- - --D- D- -- -�— °-- FASTENER - E ° - - ° I 112" CORRUGATED - - METAL DECK COPPER RIP FASTENER ' - Du GALv.KEEPER Ix P.T. WOOD NAILER n n {D I 2x8 P.T. WOOD FASCIA STUCCO FINISH 4" CONT. SCREEN VENT S TAPERED CANTILEREvED OUTLOOKER 1 CONCRETE BALCONY ;. 3/4" STUCCO SOFFIT ON SELF -FURRING MTL. LATH I �1 --- 1 C, Ta WAIL NOTE I ROOF INSTALLATION SPECIFICATIONS FROM --- R`s MANUFACTURER OVERRIDE TYPICAL INSTALLATION AL SHOU.N ON THESE PLANS (TYP). SEE DETAIL l/A-42 FOR SIMILAR CONDITION VERTICAL 'X' BRACING PRE-ENGINEERED TRUSS BATTEN CLIP W/FASTENERS ROOF FINISH. SEE MANSARD FRMATION RICK GONZALEZ, A.I.A. IN O FURTHERINFORMATION PRESIDENT AR - 0014172 ROOFING FELT PAPER 'Z' RETAINER STRIP 120 S. DDHE HIGHWAY, SUITE 201 SET IN SEALANT WEST PALM BEACH 1 12" CORRUGATED METAL DECK F L 0 R I D A 33401 COPPER DRIP PH: (5 6 1) - 6 5 9- 2 3 8 3 FASTENERS FAX: (5 6 1) - 6 5 9- 5 5 4 6 Ix P.T. WOOD NAILER mail@regarch.com GALv. KEEPER 2x8 P.T. WOOD FASCIA CORPORATION NUMBER AA-0002447 4" CONT. SCREEN VENT 3/4" STUCCO SOFFIT ON SELF -FURRING MTL. LATH 2x4 OUTLOOKER SECURED TO TOP CHORD OF TRUSS PERMIT SET AUGUST 27, 2001 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 TY4I L Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE FI. DETAU SHEET REVISIONS NO. 12 PERMIT SET ISSUED 6 TANTTARI 31 ?(1114 d E DATE 08-07-02 SCALE AS SHOWN 0 � i DRAWN JET o ��D CHECKED REG ov REG No. 01062 � OWNOMP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE NODE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT HY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 5OFFI [:)ETAJ ,'a FfRANTE WALL f5�4LCON't�A-402 �,_ ,� D�T�4(1� 00� OY��I��N� ��T,�fl� SCALE: 3 -I'-D GALE: I -I 2"=i'-�" SCALE: t-1/2"=I'-(D" 25 OF 31 S - Gt\Prof\CoMro\01062\Plot\01062_A4.1.dwg FQNISI-I LEGEND CEILING FINISHES CODE DESCRIPTION REFERENCE COLOR PRODUCT GRID PROFILE MANUFACTURER REMARKS C-1 CEILING TILE ASTRO WHITE 8225 CENTRICITEE USG INTERIORS, INC. C-2 CEILING TILE MILLENIA WHITE 16901 DXFF I/8" REVEAL USG INTERIORS, INC. C-3 CEILING TILE MILLENIA HIGH NRC WHITE 16901 DXFF 1/8" REVEAL USG INTERIORS, INC. C-4 CEILING TILE SHEETROCK WHITE 3260 OX2 USG INTERIORS, INC. C-5 ICEILING TILE CADRE CONCEPTS I WHIT CO-116 / C0171 / COME, USG INTERIORS, INC. C-6 SUSPENSION SYSTEM DRYWALL CIU00 W / MYSTERIOUS LVR 84 / HI -HIDE - USG INTERIORS, INC. *PAINT MANUFACTURER: COLOR '.HEEL* WALL FINISHES CODE DESCRIPTION REFERENCE COLOR PRODUCT FINISH MANUFACTURER REMARKS W-1 PAINT - INTERIOR CW021UJ SENSITIVE WHITE LRV 84/ HI -HIDE SATIN COLD WHEEL W-2 PAINT - INTERIOR 6202W COAST POINTE LRV 62 / HI -HIDE SATIN COLOR WHEEL W-3 WALLPAPER SAVOY OAKBUFF 8421-01 KERO L / VICRTEX " SEE INTERIOR ELEVATIONS- W-4 WALLPAPER HIGHGROVE DEEP FOREST PASTICHE - TYPE II AVI-146 VERSA * SEE INTERIOR ELEVATIONS:, W-5 CERAMIC TILE VB01 CREAM VILLAGE BEND 6" x 6" DALTILE * SEE INTERIOR ELEVATIONS„ W-6 CERAMIC TILE V502 OGRE VILLAGE BEND 6" x 6" DALTILE • SEE INTERIOR ELEVATIONSti W-1 CERAMIC TILE VB04 OLIVE VILLAGE BEND 6" x 6" DALTILE * SEE INTERIOR ELEVATIONS, W-8 CERAMIC TILE VB02 - TORELLO OGRE VILLAGE BEND 1" x 8" DALTILE * SEE INTERIOR ELEVATIONS, W-11 CERAMIC TILE V1503-ACCENT STRIP B MUSHROOM VILLAGE BEND V. x $" DALTILE - SEE INTERIOR ELEVATIONS - WALL BASE CODE DESCRIPTION REFERENCE COLOR PRODUCT FINISH MAN FACTURER REMARKS 5-1 CERAMIC TILE 5-4669 MUSHROOM VILLAGE BEND 6" x 6" DALTILE * BULLNOSE* 5-2 CARPET (4") 10033-33004 MOHOGANY COLOR MATTERS 30 OZ. PATCRAFT 15-3 PORCELAIN TILE VS111 TEJA CRONOS IS" x 4" C SSVILLE B-4 RUBBER COVE BASE ELEPHANT TAUPE - 4" ARMSTRONG FLOOR FINISHES CODE DESCRIPTION REFERENCE COLOR PRODUCT FINISH MANUFACTURER REMARKS F-I PORCELAIN TILE VSIII BEIGE CRONOS IS" x IS" UNPOLISH CROSSVILLE *SEE FLOOR PLANS FOR PATTERNS* F-2 PORCELAIN TILE VSII6 NUEZ CRONOS IS" x IS" UNPOLISH CROSSVILLE -SEE FLOOR PLANS FOR PATTERNS* F-3 PORCELAIN TILE V5111 TEJA CRONOS 15" x IS" UNPOLISH CROSSVILLE *SEE FLOOR PLANS FOR PATTERNS, F-4 CERAMIC TILE V501 CLAM VILLAGE BEND 12"x12" 4 6"x6" - DALTILE -SEE FLOOR PLANS FOR IPATTE NS- F-5 CERAMIC TILE V602 OCRIE VILLAGE BEND 12"xl2" 4 6"xF6" - DALTILE *SEE FLOOR PLANS FOR PATTERNS- F-6 CERAMIC TILE V1504 OLIVE VILLAGE BEND 12"x 12" - DALTILE *SEE FLOOR PLANS FOR PATTERNS• F-1 CARPET 10033-33804 MOHOGA Y COLOR MATTERS 30 OZ PATCRAFT SEE FLOOR PLANS FOR PATTERNS* F-8 CARPET 10039-39304 DOWN -LOAD TIME REALITY BITES 32 OZ. PATCRAFT *SEE FLOOR PLANS FOR PATTERNS* F-9 CARPET 13308 CORKSCII W TWIST 4 SHOUT 28 OZ. PATCRAFT *SEE FLOOR PLANS FOR PATTERNS* F-10 SHEET VINYL 211 NEW EAR H LONECO - LONSEAL *SEE FLOOR PLANS FOR 'PATTERNS- F-II SHEET VINYL 215 SEA CO ST LONECO - LONSEAL *SEE FLOOR PLANS FOR PATTERNS* F-12 TERRAZZO - CUSTOM UIAUSAU TILE • SAMPLE AVAILABLE* ACCESORIES CODE DESCRIPTION REFERENCE COLOR PRODUCT FINISH MANUFACTURER REMARKS ACC -I WALL PARTITIONS AV 151 CELERY FIBER LAMINATE SUEDE PIO ITE : *SEE BATHROOM ELEVATIONS' FOR DETAILS* ACC-2 MOLDING - - - - BI-I BUILT-IN UJM-8-322T HONEY MAPLE LAMINATE TEXTURED NEV AR * SEE ELEVATIONS- A-5-02 *, 151-2 BUILT-IN WZ-001-IT GALLOWAY BURL LAMINATE TEXTURED NEV AR * SEE ELEVATIONS - A-5-02 5I-3 BUILT-IN DecoMetal 4200 LAMINATE SOFT ABRASION FORMICA * SEE ELEVATIONS - A-5-02 FINISH SCHEDULE WALLS CEILING REMARKS NUMBER ROOM NAME FLOOR BASE N E W TYPE HEIGHT 101 LOBBY F-I / F-2 / F-3 5-3 W-1 W-1 -I W-1 C-3 / C-6 - 102 WOMEN'S BATH. F-4 / F-5 / F-6 - C-4 • SEE INTERIOR ELEVATIONS FOR WALL FINISHES• 103 MEN'S BATH. F-4 / F-5 / F-6 - C-4 * SEE INTERIOR ELEVATIONS FOR WALL FINISHES* 104 RECEPTION F-I / F-2 / F-3 5-3 W-1 W-1 -I W-1 C-3 / C-6 - * SEE INTERIOR ELEvATIONS FOR WALL FINISHES* 105 BREAK ROOM F-10 / F-11 5-4 W-1 W-1 -I LU-1 C-2 / C-6 - - 106 HALL F-t / F-2 / F-3 B-3 W-1 W-1 -I w-1 C-2 / C-6 - 101 PROPERTY APRA. F-1 / F-8 5-2 W-1 W-2 -I W-1 C-3 / C-6 - - 108 ELEVATOR MECH. - 5-4 - - - - 109 STOP -AGE B-4 UJ-1 W-1 UJ-1 W-1 - - - 110 MECHANICAL - 5-4 W-1 W-1 -1 W-1 III ELECTRICAL B-4 W-1 W-1 W-1 W-1 - 112 COMPUTER - 5_4 W-1 W_l W-1 W-1 - - 113 CLOSET - 15-4 W-1 W-1 W-1 W-1 C-1 - - 114 MECHANICAL - 15-4 W-1 W-1 6-1 W-1 - - - 115 ADM. ASSISTANT F-1 / F-8 15-2 W-2 W-2 6J-2 W-2 C-2 / C-6 - - lib MAPPING - 5-4 W-1 W-1 -1 W-1 C-2 / C-6 - III MANAGER'S OFFICE F-1 / F-8 15-2 W-1 W-2 0-1 W-1 C-3 / C-6 - lie MANAGER'S OFFICE F-1 / F-8 5-2 W-1 W-2 W-1 W-1 C-3 / C-6 - 119 COPY/FILES F-1 / F-9 15-4 W-1 W-1 W-1 W-1 C-3 - 120 STAFF TOILET F-4 / F-5 / F-6 - - - C-4 * SEE INTERIOR ELEVATIONS FOR WALL FINISHES* 121 JANITOR - 5-4 W-1 UJA W-1 W-1 - - 122 CONFERENCE F-1 / F-9 5-2 - - - C-3- 123 APPRAISER OFFICE F-1 / F-6 B-2 W-1 W-1 W-1 W-1 C-3 / C_6 - - 124 APPRAISER OFFICE F-1 / F-S 5-2 W-1 W-1 W-I W-1 C-3 / C-6 - 125 APPRAISER OFFICE F-1 / F-8 15-2 W-1 W-1 lU-1 W-1 C-3 f C-6 - - 126 FIELD STAFF F-1 / F-9 15-2 W-1 W-1 W-1 W-1 C-3 / C-6 - - 12-1 WAITING AREA F-1 / F-9 15-2 W-1 W-1 -1 W-1 C-3 / C-6 - 128 OMV SUPERVISOR F-1 f F-8 5-2 W-1 W-1 W-1 W-1 C-2 / C-6 - 129 STORAGE - 5-4 W-1 W-1 -1 W-1 - - - 130 TAX COLLECTOR F-1 / F-8 5-2 W-1 W-1 W-2 W-2 C-3 / C-6 - - 131 ADA STAFF TOILET F-4 / F-5 / F-6 - - C-4 - * SEE INTERIOR ELEVATIONS FOR WALL FINISHES* 132 ADA STAFF TOILET F-4 / F-5 / F-6 - C-4 - * SEE INTERIOR ELEVATIONS FOR WALL FINISHES* 133 MANAGER'S OFFICE F-0 / F-8 15-2 W-2 W-1 W-1 W-1 C-3 / C-2 - - 134 CONFERENCE F-1 / F-8 15-2 W-2 W-1 W-I W-1 C-3 / C-2 - 135 ACCOUNTING F-1 / F-8 13-2 W-1 W-1 W-1 W-1 C-3 / C-2 - 136 VAULT F-1 / F-9 I3-4 W-1 W-1 W-1 W-1 C-1 - 131 TAX SUPERVISOR F-1 / F-8 15-2 W-1 W-1 W-1 w-1 C-3 / C-6 - 138 STORAGE 15-4 W-1 W-1 W-1 W-1 - 139 FIELD STAFF F-1 / F-9 15-2 W-1 W-1 W-1 W-1 C-3 / C-6 - - 200 MECHANICAL - W-1 W-1 -I W-1 - - - 201 BRIDGE F-I / F-2 / F-3 5-3 W-1 - - W-1 - - - 202 CORRIDOR F-1 / F-8 B2 W-1 W-1 W-1 I W-1 C-2/ C-6 - - 203 FUTURE EXPANSION - 204 FUTURE MECH. - 205 FUTURE EXPANSION - - - - - - 206 WOMEN'S BATH. F-4 / F-5 / F-6 C-4 - * SEE INTERIOR ELEVATIONS FOR WALL FINISHES* 201 MULTIPURPOSE F-1 / F-8 13-2 W-1 W-1 W-I W-1 C-3 / C-6 - - 208 VESTIBULE F-I / F-2 / F-3 15-3 W-1 W-1 0-1 W-1 C-2 - - 209 STORAGE B-04 W-1 W-1 W-t W-1 210 MEN'S BATH. F-4 / F-5 / F-6 - - C4 * SEE INTERIOR ELEVATIONS FOR WALL FINISHES- 211 PROPERTY APRA. F-1 / F-8 B-2 W-1 W-2 W-1 W-1 C-3 / C-ro - - 212 OFFICE F-1 / F-8 15-2 W-1 W-1 W-I W-1 C-3 / C-6 - - 213 WORKING AREA F-1 / F-9 B-2 W-1- W-1 W-I W-1 C-3 / C-6 - - 214 WAITING AREA F-1 / F-9 15-2 W-1 W-1 - W-1 C-3 / C-6 - - 215 CONFERENCE F-1 / F-8 15-2 W-1 W-1 W-2 W-2 C-3 - - 216 COMPUTER SERVER F-S S-2 W-1 W=1 -1 W-1 C-3 / C-2 - FOR STATIC CONTROL 211 BREAK 4 STAFF F-10 / F-11 15-4 W-1 W-1 W-1 W-1 - - - 218 WOMEN'S BATH F-4 / F-5 / F-6 - - - - C-4 SEE INTERIOR ELEVATIONS FOR WALL FINISHES* 219 IFIELD STAFF F-1 / F-9 15-2 W-1 W-1 W-1 W-1 C-3 / C-6 - A STAIR - W-1 W-1 1 W-1 B STAIR F-12 - W-1 W-1 -1 W-1 • SUBMIT SAMPLE FOR ARCHITECTS APROVAL C STAIR W-1 a-1 -t W-1 - RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDHE HIGHWAY, SUITE 201 WEST PALM BEACH FL0RI,DA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX jG SOUTH }(Q 1 V-15O Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. INTERIOR ELEVATIONS RESTROOMS REVISIONS NO. DATE 08-07-02 SCALE AS SHOWN. DRAWN JR CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS 8 SPECIFICATIONS AS INSTRUMENTS OF SERYCE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADaIIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHRCT. A-50 26 OF 31 G�\Pro j\Conn\01062\Plot\01062_A5.1.dwg ------------ REG ARCHITECTS IL INTERIOR S P L A N N E R S 1 1 o a° I NCORPORATE D u n n n n Ii a II ii n II n II ii n Ii n iI ii II a III I II II n n II Ii n u fi n n n u n n I iI ri Il II II I n n n ii u u n n 1r u n 11 n ii I = I I Q, 1 �� II 11 II 11 II II II I I. 41 II II II II �� n I6 II �� II If III � II II II II �� Il II 11 it II II II It a II II rl 11 II II I �� I1 Ai II it IIII II II ti it I1II II I' I I pp I 11 {I II 1111 11 II I11 II II II II II II II II II II I6 It I.II II II II II Il II fl �� it it II Il II It II II l fl II II II, II II II lI 11 II II'II II It II it i I a/ L_ 11 II n II �� II 1 II it 11 Il 11 �� II'll LI �� II �� !I II I II I II �.� i II II II . �-� ") � I� --- 1 - II 11 II II IL I 1 I11 �� rl II 11 II I It 11 It II a it IIII �.� II II II II II I 11 �l L 11 I It IC'�. It It II II.11 II �� I( II 1111 11. 1 1 II II fl II II II U li II 1 ii 11 11 1 1 11 11 11 11 li ii I II I 11 II W-4 II II II II II II it �I I i 1 II 11 II II a Ii it ii II tl II II II Il 11 if 11 II II IL I II 11 1 I II II I1. 11 it llri t 11 11 11 1. 1111 II it !1 II II I1 11 11 II li 11 1111 II I II II JI II II II II II 11 11 II. 11 II �� ll II II II It 11 �{ it �� It 1 !� %I II Il I ull II II 7,._In _ 11 1 I I 11 I 1 I I •1 6' 67 ❑ Q' 1 I I I , B-1 O RICK GONZALEZ, A.I.A. (� PRESIDENT AR 0014172 a a 120 S. DDUE HIGHWAY, SUITE 201 3 I WEST PALM BEACH a F L 0 R I D A 33401 PH: (5 6 1) 1 6 5 9 - 2 3 8 3 WOi"iEN'S ROOM FAX: (561)-659-5546 SGAL : 1/411 _ '-0'I WOMEN'S ROOM - ENLARGE PLAN # 102 mail@regarch.com SCALE: 1/4" = i'-O" CORPORATION NUMBER AA-1=447 CONSTRUCTION DOCUMENTS FOR: FINISHES LEGEND ._ Z_-2 VB04 -OLIVE 6" x 6" ST. LUCIE COUNTY E3 B W-7 __ --- ,-� o VB02 -OCR roll x ll' �SOUTH 0 P02-158 M ADMIN. ANNEX @ @ E @ @ W- i i ❑ i 1U-5 ❑ VS01 -CREAM 6 x 6" 4 ; ; o W-,; vB03 - MUSHRDOM31, all Walton Road _ °a s 8 W-o VB02 - TORELLO 1„ x S,l `../ PORT ST LUCIE SECT 61 TRACT K F-4 ❑ VB01 - CREAM 12" x 12" a 6" x �" PORT ST. LUCIE Fl. i" PLTLLI�OO iF,A'IOiG 8" O O a F-5 V502 - OCRE 12" x 1211 $ to"x Gll INTERIOR ELEVATIONS MEWS ROOM - ENLARGs PLAN # 103 F-6 V504 - OLIVE 12" x 12" SCALE: 1/4" l'01r MEN'S ROOM SCALE: 1/4" = 1'-0" REVISIONS NO. PERMIT SET ISSUED NOTE. JANUARY 31 2003 REFER TO FINISH SCHEDULES FOR MORE DETAILED INFORMATION, AND KEY CLARIFICATION. TOILET ACCESSORY SCHEDULE KEY SPEC DATE 08-07-02 TAG DESCRIPTION REFERENCE MANUFACTURER REF. SCALE AS SHOWN A STAINLESS STEEL GFfi 15 BAR 36" 8-6106 BOBRICK B HAND DRYER 5-110 DRAWN JR Ilk 11 , ll I 11 I III DISPENSER T155UE II 1i. I C PARTITION -MOUNTED, S NITARY NAPKIN'.. DISPOSAL 8-35101 CHECKED REG D RECESSED PAPER TOWEL DISPENSER 8 lUAS E RECEPTACLE 8-30034 " �`- O E MIRROR WITH t ST4iNLI MULTI -ROLL TOILET REGNO. 0I062 W 2 0 o SS STEEL ANGsLE F1�AM 18"x36" B-29O 151 " - • O F PARTITION MOUNTED TISSUE DISPENSER ( MEN'S ROOM) 8-366 " G LIQUID SOAP DISPEI�ISER 8-822 OWNERSHIP AND USE aF THESE DOCUMENTS A @ @ @ 3 H CONNECTOR KIT FOR 8-22 SERIES 830-141 SureFlo sPEcitxaTaNs as INSTRUMENTs aF sEmncE ssm-l-Ia n " ARCHITECT WHETIiER THNETMPRQIECT� EY ARE 1 �' 1 1 SOAP PUMP � R IS svOWNERN NOT. THEY OTHERS SHALL J STAINLESS STEEL CLOTHES HOOK 8-233 OTHER PROJECTS OR FOR ADDITIONSTO THIS - B-1 K TOILET PARTITIONS - PROJECT BY OTHERS, EXCEPT W AGREEMENT IN - 'I '. WRINNG AND WITH APPRO('RMTE COMPENSATION m: _ TO THE ARCHITECT. L RECESSED MULTI -ROLL TOILET TISSUE DI PE SER 5-4388 " 0 o aC,III STAFF TOILET -!ENLAF;2j2-E PAN * 120;►� 5GALE: 1/4" = i -0" STAFF TOILET NOTES: F. SCALE: 114" 1'-0" I.- SEE PROJECT MANUAL SECTION 10000 FOR SPECIFICATIONS 2.- REFER TO DRAWINGS FOR MOUNTED 14EIGHTS 3.- REFER FINISH SCHEDULES FOR ITEMS NOT LISTED A-5sl 27 OF 31 ! GI\Proj\Comm\01062\Plot\01062_A5.1,dwg N / PROPERTY APPRAISER - FIRST FLOOR # 2 SCALE: 1/4" = 1'-0" 11 �o N (;-\ TAX COLLECTOR - FIRST FLOOR " 13S SCALE- 1/4" 33_9n I 1�I�I�1• I i I •1• 4 PROPERTY APPRAISER - FIRST FLOOR ° 116 SCALE: 1/4" i`-0" r - � 0 N ID IPROPERTY APPRAISER FIRST FLOOR 0 115 SCALE: 1/4" = 1'-0" r�TAX COLLECTOR - FIRST FLOOR # 140 m J UNDER CABRJET TACKING-CJJWACE LIGWT FIXTURE ® f " II II 11 II 11 IIIt _ �' II II II 11 II II EN--►' -OPEN—► f.-OPEN, OPEN OPEN �OFEN OPEN—+- OPEN v a r q, a ® ® ZPEN � ®.. ® ZPEN SUPERVISOR OF ELECTIONS - SECOND LOOK 0 213 SUPERVISOR OF ELECTIONS Ir 213 SCALE. 1/4" = I'-0" CORRIDOR - SECOND FLOOR " 202 PROPERTY APPRAISER - SECOND FLOOR K 215 6 SCALE: 1/4" - I'-0" 111 SUPERVISOR OF ELECTIONS N 213 I t 4. t t- `5r, _SUPERVISOR OF ELECTIONS - SECOND FLOOR 0 213 \, / SCALE: 1/4" = 1'-0" I `\ �`. v a n ,.- / SUPERVISOR OF ELECTIONS 0 213 SCALE: 1/4" = 1'-0" NOTES: I,- REFER TO SCHEDULES ON SHEET A-5.0 F®f;R FINISH INFOfRl I,ATION_ -ARCHITECTS I N "T E R I O R S ° P L A N N E R .S IN CORPORA TED I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDOE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3. FAX: (561)-659-5546 mal@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE R. INTERIOR ELEVATIONS REVISIONS NO. PERMIT SET ISSUED JANUARY 31.2003' DATE 08-07-02 SCALE AS SHOWN' DRAWN DJE CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS g SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-5 a 2 28OF31 G�\Pro J\Comm\01062\Plot\01062_A5.l.dwg \ 1711.11111, r��----z� K \/ \ Illl!II-IILffl ® III••_• III..._... jj f f f♦ t+ T T +♦ 4 i Y i f T+. i T f..+. +++ },T+f f ♦ .4 +,F'f F'4,4, Y'++i + a + ,+'4'i f'} ♦'i,f++' 4 4 ', ++ , ♦ + + f+T .+. ♦.♦.+.+.h.i a.T a.i.♦.... ♦'+ ++♦+h... +.♦ +.. T. .♦ i.♦., ♦.+++ a.a ..+ +�. y. II +.. +. T++ ,+• *+++,+. .+. .++ ♦+a+, ♦+s.+. ,+ w.+. +.. ♦+♦ ,\ ♦ . T { «. . « +n . + + ++i . . . ,. .T'+ +:++ +♦+. +.+. i+r ++f+♦++ .+ +. +++++ +a ++•+.+.. +++, '++ T +++++ + f + +' 4 a'+f+:\+ f+ + , i , . ♦♦ .t +++++ + +, ++. ++.+ f ,4+ '4 '+If '# 4' ,MTiY ,, .+T +++ +++ ++F 4+ ♦� +++++' # '+,+'., # ++ ++ a ++4 .+♦+f ++♦ Y+f ++♦ ++♦+.++ ++T++,+ f++++ ++a +++ + h+ +.+ . ..♦. . . .T.. ,.,.. ...+ .. ELEy / h ' MEGN. f' 11 R.. f.+.♦ i.♦.f.i ++f. i.4.f+f T.T+i h.♦.+.f +.♦ ♦.T.+ T.I.+ +. ++♦ tr.♦ 4+.++,♦+. ...+ .+4.♦ ♦+♦ ♦+♦ f+., .+++. ,.. .+.+ ♦ .. '♦ i .+ , + + +, '♦'+' . .'. 'T+ Y 'T ' ♦ '♦ + . ♦ + f + ... .. ..' , ..` .' ..'. .'. '..'. .. ......... .' . + .. +' . +.♦ ,.h.+ ..♦ i.+ ..+ i ♦.+ ,.♦ ...... f.,,T.♦.,+♦ ,+Y.T +T.{ ++ .• +4+,T + .+. *+... .+. + + ++, .+.++ .+. .+« .+ ++ ++. + '+': + +++ ...+. .+t.+ .++ .+... + . .+++ .. . ++ ., +♦ + +. +, ..♦.i +i.♦ +.+.{ ♦+. +.. ,.+ +.♦.a.+. ♦.♦.+ ,.1 .. .T ♦. +.i.f . +.+ . . i. +.♦ .4.+ i.+.+ + % ....+ ♦+ +• +4.f.f.f +i♦ +' ++f .+. . ++ +.. ♦.. a. . ♦.+ ♦.1+ i+++T ++T+f ♦+f++ a+T +++ ++4 f+T+f+*+++T++'++.' +++' +++ ,.. +.i+♦ ++.% . f .♦ +,+,+.+,+,: ,++ +. +.++ ++++. +. . .++ f+, ..+f . + .. .. . . . . : '+ : : : + ' ' ' : '+ : + :' : ' ..a f.♦++ .+4 h.++ T+T T.f.f f +.e i++±�if ♦. .+ .+ T.h T.i .+.1 .*.f ♦. .. T. f+♦ .f .. ++T .+ ..T 4 +..+ ++♦.T ++.T .+. +++.. ++T .T+*.++.. +. +f +++++ i+,.f++ 4+♦.. + + + 4 .. +♦ i' +++ T+ . f ..f.f +.....+ ..'4, + . ♦ # . f.. f++ ♦.1+,+, Y.. T+f + + ,+ ,+ '4, i"i ,i .. a f. f., ♦.♦ +.. ♦.+ i....+i .,.i f.1 T.♦ f.+. +.,.i +.♦ i.T +.+ T., .. .♦ T' +.T f.i T.+ ♦.+ T.T.T +.f f.f f.i +. .f .+. ... '+♦ T.{ f+f ,.+.+ +.+.4 ,.+ 1y�Y\.Y. ♦��}+./'f. T+...+'+f '+f +.'.+.T+ +f .+ ♦+T++ ...+, 0f:= 4♦.♦.a.♦.1. .a,ita '♦' .`F "T' :+++: : :: ::.:+:': piiR,:''',''`++:+++,+++++++++*+*;.+:+;+:4': '! ........ , . +., + , +. .....♦ . + ...... .'., . a + . + + '.,.... + +'+ + i . + +' '.'. + . + ,..., ♦...i...+.♦. +.. .... ,.♦.. ..., ,.:+ ,.♦+ 4+ '�/� ♦ ♦ ♦ 4 4 ♦' 'T,♦ i f ♦ , + f ,f' 4 T + f,f*+ +#+. A. ♦ + ,T, i'* 4 a 4 4 + +++* T fY + .' T i* +.+...+.♦.+..++.T.+ i.f i.+.+ n,'.".', 4.4+ '.'+,.'.'.'.". 4 +'. . ..s i.4 T....I ,.. +. .+.+..+.+. .+.P, *++ t+. .+.+..+.+. +' ... +..+.+♦++ +++ +T + + ♦'+' + 4+'i+ + + + + i + ♦++++'.,,' ' + + f +4+++4+". ,T+ . +,.. e..... + +' ♦ • , ♦ 4 + T t ♦ ♦ . + , + +++ T ♦ ,.4+ + . ♦ 'T'a .,} + f.h+i *.T+T '4+4 f+T T+f T.f.TI .1 f.f.T.e.+ T.+ +. ♦.f f... 4.+ +.i +.}* }.+" f.4.+4i+t ♦. ++. + +* +++ T+i 44 .♦ T+, + ++. .+f ++f ++,~+ ++++. ++++ .+*+♦+ .++ +++++ «++++ ++++++++} i+r *++ - +++++.i,"+'. . . + + . + . + + + + ♦ + + + + ,4., 4+a ♦ Y + + . + + . ♦ +,,'T a,.+f'T + ++.'+ a'}'. +".'+ +4++T . . * . .*, + + ++ +;4 {i+ n{+i4 rT++44a }{44+{.i+ 14R+Y 4+♦ .4 ♦+♦ +++ f«+ Ti+ +;+++i♦ ++ ++ ,+++ {4 { { t+T ♦*n i. r♦+ h♦f f+T +.4 ♦'T T♦4+i+.+ +F +;,.i}a f+h ♦++ a ♦ .+♦ , . ♦ + + ... .. ♦ 4 ♦ + . ♦ a . . a + . + . + . ♦ . . . . + ♦ . . ♦ + . . + + f + i ♦ , . f + + ♦ , , + Y + ♦+f .. . ♦ ♦ . .4T+{T♦ r i ♦ Y fi ♦ ; f 4 T ♦i, h+TiT T + ♦ + ...... .T.t a+ +. . .++F.+. . . ♦. 4.+.f... +nf T..}f.f ..Y+T...,TThTt..T.fFf+f+T+.+T +f .T+.+♦.,+....f+T#.+♦+{ +}.+; .#♦.♦ .+.F.}T h.4.t++4+T.♦+«++t + ♦}r+i +4..+ +T li# +.T}4 T.T+T4+ 4+♦ ++,4'+t+'t'4 #'4 i T'}'+'i', I. +i .+. ' } + ''i + i .+#++n ...f ..., . r a.s ... +T+T.4. .+4 .i .4. s.♦ +.. i...+ #.i + ..♦ +.....♦'+l i...♦ ,.ilT +.T♦..++♦ 4F♦ ♦.. r .}+ a.. ....i +.s.+ ♦.♦ .f++ .4 TAX+ i+' ++' ,++ +++++*,4+ ,'+{. +iT+++,+++T++{++++++T ++, ++T .,.M+ ++++T ,.i +++++ ,+,+++: +++++.+.++++++. +.++ ++++ ++i a+♦ ,+T ,I+++ +++++ +++ ++++, +.ia ++{+.n '+i+ +{+++i .+::.`i'.'+ '.`{`+:GOL1_CTOI�:':'::+:+:"'.+:+:+:+; ::. + + ; ♦':', :,+ . {++.T r !': ! i :'i, ` t*?": a.+ +.♦.T ,.Y.....1.T ♦.,.f ♦+♦ i.{.+ +.+.. ++♦.a ++ . h ♦ ♦ + ! ! n.♦ T.+ f.♦.1 +...f ,+++♦++4♦ *+'T'.+. 4 } +' ♦...♦ ;.♦ +. h +'a+ 4+'+ + 'F4 .f +... n., +., +.Y ..h.T f.T ♦. +.♦.; a.h.+.♦.+ T.n 4.f.i.+.T.T.+.,.+.Y.4.f.h.T.4.Y.+.f +.4.i +.f.i ..,.w.T +.T.Y T{i ♦.+ a.y.+ ..♦ {.♦ +.a a.i +.. +.a T. 4. . ihi,+ 1.r f.♦ +.+,., T., .+. + ..Y t..+ a.. ♦.+.. +.+.. ... ..+.+ ♦++ ++++Y.+ ++.+..+ih .++ .+ai+.T++ +++ f++ .+ . +F,+'#, t,i','i t F♦ t+ ++f+, ♦.n .. f.. f+ + T+T ++. .+.. ++, ,,+ {." ♦.♦++ a.♦+ .. .. +f' , + T , ,+'Ma + + n n + Y i f ♦ h . T , 1 h f F ♦ Y Y a + ♦.♦ ;.♦ a.f.+ ♦+. h.T ... ..,., ..f T.T i.h.. ♦.♦ i.4 f., ♦.i +.y #.+.i.+. ♦.T.i ♦., ;.+.. .,.♦ +.♦ + . ... a.a i.♦+ 4.1 ♦+4 t + + ♦ + + + + i ♦ F T f T ++f a w+f ++w ++T +++++ ♦ ♦ i . +.f ++w+♦+h 1 ,+T f f f 4 + f 1 f ♦ ....+. Y + T + +. ,..++.+.+.+.+. Y. a..++. h.+ f+, ..♦ T+. +++ .+w ,+h.f .... .+ T+ .+.++4++ T++. 4.+ ...+.+.+a ++T T+T .j. +... .+T.++Y+ 4 i i+.+ ++ +.+ i++ 4 +♦ + . ,41 r.+T r. ♦+i ♦.r +.♦ 4.+ .+. f.♦ ..+ a.a+ ♦.a ♦+r.4.f rf T+ ,4 h #Y ,.. .+,.+ '+.. ++i .+♦ ♦.i ..T+,..., +. ♦...+ ♦..+♦ a+ +. +♦.i ,.+ +.. .+..+ ... ++.♦.+ ++'4'4'4'4'n +'h i' '} '0..+ . ♦ .+ + 4++ .+.. .♦ ..f ♦.i r+•+i t. .' '4 ! ' #, , 4 +4 4'+'+'., 4'#,! + a♦ + 4 i } + h.T .+i .+ ♦+ +++ ++ +.? ..+ .. h t++ .+.+T+, ++ +.... +++ + . ..i.+ +..+... ....+.++. +++.4 +++ i.+++.++.+4+♦+++T.+ ..i.+.+ +.a ..+ .+.+ +.4 .+++. ++F+ .+ ♦+♦++ .+ +1 +. ... ♦ ♦.! T.♦ .♦ h.+ 1.♦ f+ .+ ,. ,.T ♦ ..n.T. T ♦ . ♦+T T T.f ..f 1 +.f f.i #.f.f ♦.♦.f ..1 ,. ++ ..i T.f a.h ♦.T.♦ +.. ++ ..' + . ++ +.+ 4.♦.4.i 4.+ ++4 . + 4 , 4 a. }'. + T+ ' f f Y+4 + 4 + +.+ + + T i+ w ♦ ++♦ #.+., ♦,i.,+, i '... .'++T++ ..T.T.T. .T.+ T.♦ +.♦.h +., i.+ i.T T.f f.. ', f . , i # T .+4+...+r+. ++r .++ s.+.+.+., h + + . #. ++ . :++,i+'+r ♦. ++♦ ♦:++• ;+♦ ++. ;.'+ i,.,.' ++,!' r,+ 4. ♦'+ .,+, ..+.+r+♦ .+i.. T+h . ♦+s+♦++ ... 's+♦ ,.♦ .. ... ..+ f.+ ..♦ '+.♦ .+ a++ a++++ +.T 4+++,++.+ ,++++ +++++++.++++'+• ++• ++'+f ♦+' ,+++,++#+. 4,4,+ +,+ +•+,+.+T.+ ,+•+++• +•++ •+++• ♦+4 ++++++++++ ++ +♦ +++.+ +++ +.++• +++. +++++ ++++++++++++++++h ++++++T + . .. .. ..+ T.♦ .+♦.. +.+ jj.. ..f .+... +.f i.♦.♦ ♦.. .++ +. 4.+ ..,.+.i+i.. ..♦...++♦+f.♦ +.,.. 1+1 f+♦ { +mF h+.+1'f'f' j h.. h.a Q .+♦ {#+ i,4+.♦1#+ + +.4.+' a +♦ ♦++ '♦♦ 4 ++ ♦f ..... '+' + 4+4 4+h T++ ++♦ ++i ++h h�+'+ ♦ 'T' ♦+•+• ++4 i. F.+ 4.Y T. .+f +. +.h ++4.Y i.+ 4+♦++ ++... +. 4+ f+..+ n.+ +., y.i+.++w a.+ #*+f ♦., ,.+ i++ +.♦.♦ ..♦.♦" ..T+ +. ..♦ .+ f+.T... .. T+f ... . ..+ ++..♦ ♦+♦.+ ♦+f .. ..f ♦+♦ T., ,.f T+. f+..f ♦4 ... + .++.+.4 .+,.... { +..+4+.. .} ,+T+« ++} ..♦ #. .+f ...+. 4+ ++ ++ .+ ♦+ a+a +.++ +. +i M.Y ..+ +.a +.+ ♦ « + + . . T . f r ♦ + ♦ . ♦ ♦ + T . f ♦ f i ..4 . . a + . i ♦ + ♦ f i.s. +.+ +., +.,.e �\ ♦+• ♦++ i.s ..+.♦ ♦.♦ T...+ ..f.+.+.+.♦.+.s.♦.++♦.+.♦ ..♦.+ ++++.+ e.T ♦.+ +++ s.+ ♦.. .4.,.+ ,.Y+ ... ♦.♦.i .+ ++ . .T ..+ +. +.i 4. ♦.4 +.,.+ 4.}.T +. .++f �� , ,+.4 ..♦ ,. .+.+.+.i +. .i ..+ +.,.. ..+ +.h +.♦+T f. . ++4.+++ ++} +.T+} �` ++i+ ... +++♦+.+♦ '+ +.. ♦+..f ,+. ++..++♦ +.+ ♦...+ + .+T.+.r ♦+♦..++ +..+. h.+ .++ +.f .+ +. 4.; +.'.* ♦.a.+ ..+ ♦.f ++♦ +.,.+.i ++f++ .. . +.. a+' + '+' '+' i 4 ++4 i+4 i++.# T+w++ .........+.,.........r +,+' ' , . . ,+' +' ++++ ++++ + + + + r ,+. + + . ♦ + ++' +♦ + ♦ ♦ * T . T s ' , , , + + + .++.+ T.. +. f+. ♦+♦.i++++.+ 4. .i ++++f +. T+,.+ . +T.+.T.T ++T.�. t+T.+ . . . ,. t+♦ ♦.a a++ .......++. . #+ r ♦.. .+i .+♦ .+. ♦+++♦ ++.+a ..... ♦.h ♦+. ..T +.♦.a .. ♦.a ♦.a ..T.+ ..♦ .+♦ .. ♦.. ++T ..T ' a 4 + ♦ i '' Y+ . T . .♦ 4 T f+ ', 4 ++♦ ++i ,+` ! +. .+. ++++++++.++ ++T.+ +.++T ..++. n.4 ++;+i+. .+i f.:.+ T+.+'4#+++ a if.h .+. ++f i++ +... ++. f ♦+f ... ...+. f.. ...+f T.♦.+ ♦++.♦ ..f .+♦ %.+. ++f ♦,+++ +.++T / +.+ +++ ..+ +.a +.♦ .++ ++++. +{+ ,+T ++++. +++ ++.`. +,+ ++. ++++.+++.++++ +++ ++4+. ` .+.++ .+.+. .+. .+,++ .+. Y'T ++♦ ++++T ++++. +++.T ++. T+. ++++. ++. ++r .+.+: .++ 4'+, h,++++. +,++ ++h'.,i+T+}'f +,+'. +'i'++. .,+++.++♦ f+♦,+♦.'++♦,4 ♦.++i +++++ +,4,h #,+++ +,+,{ a,+,+,+ +++,4 +,4+4 ..♦ ♦.+ .lpffmhffi�+.+ ♦+i .+ \4 ISE- ; � FOR5T FLOO TIFIC L SCALE: 1/0" = 1'-0" CARFET J 'jjI111����reelE PORCELAIN - 1_..._a:�lll� - Q TERRAZO 0 0 0 o T RRAZO I TILE SHEET E71 SEALED dONGRETE NOTE: FLOOR PATTERNS TO 5 DETERt�1INEID 5� INTER10FR IDESIGNEFR. EG -ARCHITECTS •INTE'RI0R S •PLANNERS INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDQE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR. ST. LUCIE COUNTY SOUTH. ANNEX P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. FINISH PLAN SECOND FLOOR REVISIONS I NO. DATE 08-07-02 SCALE AS SHOWN DRAWN JR CHECK REG REG No. 01062 011INER9N1P AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT RE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT Of OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. A-593 29 OF 3] G-\Pro J\Conn\01062\Plot\01062_A5.1.d wg ++# ++ .. .t++ i# +;,+i +++++ RO S OW + ++ +x++ ;} i +;+#+ ++++ } +}+;++i . , +*++ . + + + + + + +++++ + + + + + 1 *+* +6tL*TtzP�lC�E'C3SE%+' m+ *+ +*+ +,+ +*,*+ +*+ *f %++%+ +++*+ +{, +*+ :{; ++f +++ +++ OPEN TO TOWER #++++ +++ i++ +++ +,+* + ABOVE *+ +++++ +*, i++ ft + .t..*+*+ dd*.*. ,*f *+ , ++ {+rpm }}M } + ++*+ + +++. + + ++++ + 4' +, ELEVATOR +++ +%++ +++ +++ +++ +++++++++. .+* +++* *+++ .+:+ .. + ;� . . . L+ + ..'. + .�.I+ +*+� �.f ++++ + + + *+++ MEGNANIGAL +* *+* +i++ +++ +++ +++ ++ ++ ++++++++++i ++++++ ,+ +*+f+ + + f + +ii++ + + + + +++ + k++ ++++++# +++ ++ +. ,+ +,, + + ++*++ + .+.+ .+ }, ., ;+++ +I,h. .,. .+.+. +++, + + +�+,+ +,, +,+ +T +++ +% ,+, ,'+ % k ++++i +++++ ,+++; +art+ % ++f +++ #++ ++, +I + f *+ ++ i} + �+ ,+ ,+ + .�.%. . . . + ;, +f . .*+ .�. . ++ ++*{ ++ ++. +++, + ..++ . + + *i+ + ++ , .+. + . +. .+. .+.+. + :+..+. .+: f+. ++. i+. +�+ * +++ *+ +++ +++ f� i++ ++++} +++++ .++ .+.+..++ +++ +++++ +++ + +}+ ++,++ +++ }+,++ +++++++ +++ + ++ + + ++ ,++ +++ ++ OPEN TO BELOW F ITME ME.CHANCAL FUTURE EXPANSION 6COI \D F SCALE- 1/8° = I'-011 I� ; A ;+ +}{+ + E0 C LAIN TILE (51MILAR, TO TEFf;RAZ0 0 V 0 V 7 0 o TERRAZO 7 7 7 V 0 TILE 5HEET VINIL SEALED COACT NOTE. FLOOR PATTY N5 TO 5 I)T RI„IIN [) 5�r INTERIOR DEeIGNEfR. STAIR 3 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDUE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)'-6j59-2383 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. FINISH PLAN SECOND FLOOR REVISIONS I NO. PERMIT SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE AS SHOWN DRAWN JR CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED HY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT EIY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 30 OF 31 G�\Proj\Conn\01062\Plot\01062_AS.Ldwg STOP BEAD T' 'P. SEE ELEVATIC FOR LOGATIO 5K1 AT 5TU000 IN RE E55 (PAINT) T GAULK FIN. HALL MAX. 4'-0" O.G. I SCHEDULED FINISH FLOOR \ 2 i_O II 0 SGHEDULED — FINISHED WALL 56ALE: 3/4" = V—O" SGALE-. 3" = 1,_o„ .s } BACKSPLASH SCHEDULED — FINISHED WALL !L U I u— � L DETAIL A DUAIL = PLA5TIG LAMINATE FINISH PER SGHEDU(E AND/OR NOTES MASONRY/( GOLUMN TYPI HAL 1/2" C7YP. BOARD SIDE OF HALL 51 F' ALEe 3/4" = 1'-0" AREA = G/A 1-5/8" METAL STUDS @ 24" G.G. @ MA50NRY / GONG. HALLS 5-5/5" METAL STUDS AT 24" O.G. BATT INSULATION FOR SOUND ATTENTUATION RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDOE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@iegarch.com CORPORATION NUMBER. AA-0002447 CONSTRUCTION DOCUMENTS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. INTERIOR DETAILS REVISIONS NO. DATE 08-07-02 SCALE AS SHOWN DRAWN JR CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS B SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE MID SHALL REMWN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO TH6 PROJECT HY OTHERS, EXCEPT IiY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 31 OF 31 G+\Pro J\Conn\01062\Plot\01062-A6.0.dwg I G— — @—I Q- a NOTE 4 L \I I SC-4 \ F40 1.4 SC-4 k /---- F40/ \ / v \ SC-4 / \ F40 / r / / cv SC-4 F40ui \ �1 J I I\ � i G�• o��e r•v SC-4-: I SC- F30 F55 I I GC'W F20.12 ,- —------J . i.� L—�--_ J I C.J. / f\ F55 _— ----------- r---- MW-1 I II A v ( C.J. C.J. I I C.J. E� C.J. i D CELLS / / \ F30 (CAST MONOLITHICLY /' W/ F25.12) I / C-5 / op C-5 / SC-4 � I / F40\ C-2 SC-1 <'O I ---- F75 � L� SC-4 { / F40 { C.J. j C.J. C F1141SHED FLOOR I I F 0 (CAST MONOLITHICLY 1 4 4" CONC SLAB ON RADE I I W/ F25.12) w/ 6x6. W2.1 x W21 WWF - ON 10 MIL VAPOR ARRIER ON COMPACTED TR ATED-11 SUB -SOIL (TYPICAL _ F75 I { C.J. C.J. C.J.AV I uil I { D CA U.I �g 1 -- J �I Icq c -- I I SC-, f 1 I I { i E 3 i I MW-1 I It o ------------F22------J IN Id I I� J � 29'-4" N FOUNDATION PLAN ® 1/8" = 1'-0" FOUNDATION N 1) ALL FOUNDATION ARE MIN., 1'-0" BELOW OUTSIDE GRADE 2) ALL FOUNDATION ARE -1'-4" U.N.O. (COORDINATE WITH CIVIL DRAWINGS AND STEP FOOTINGS AS REQUIRED). 3) (•) INDICATES ADDITIONAL #5 BAR VERTICAL REINFORCING. 4) CONCRETE FILLEDI STEEL PAN STAIRS TO BE DESIGNED BY A SPECIALTY ENGINEER LICENSED IN FLORIDA. SUBMIT SIGNED & SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. SLAB bl SEE Pb i—STAIRS BEYOND `—#5 ® 10" o.c. T.O. SLAB EL: 16'-O" 8" CMU ON RADIOUS (SEE PLAN) 0 12" o.c. TB-1 2'-0" I NOTE 4 L4x4x1/4" x CONT. W/ 1/2"o EXP. ANCHORS ® 30" O.C. W/ MIN. 4" EMBED. WELD DECK TO ANGLE W/ 5j8" PUDDLE WELDS ® 6" O.C. 2 3 16 ANGLE TO JOIST CONCRETE SLAB ON METAL DECK (SEE PLAN) 1/2"x6"00" PLATE W/ (2) 1/2"Ox6" HEADED STUDS EL: 8'-0" T.O. LANDING 'm —#5 ® 12" o.c. O'Donnell, Naccorato, Mignogna Jackson STRUCTURAL ENGINEERS 32115TH STREET, SUITE 200 LIC. #0004386 WEST PAUdW3, FLORIDA 33401 (561) 835.9994 FAX (561) 835.8255 JOB # 341.012 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDCIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-65'9-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 PERMIT SET JANUARY 31. 2003 DESIGN DEVELOPMENT DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ------------------ REVISIONS I NO. DATE 01/31/03 SCALE DRAWN CHECKED REG REG No. 01062 / ♦71 1 i' 1' 1 7'w F '1 -i I i'A i N -�•{ii i S-1 1 ,I \'Cr' t. LIGHT GAGE METAL \ TRUSSES 0 48 ox. MAX. \ �tK ,. o -Z I R EXTEND BEAM OVER 11 - 22k6 x u-, II, N 22k6 s m 0 2'-6" O.C. MAX. (TYP.) S-6 s MAX. CANTILEVER OF METAL DECK BEYOND CENTER LINE OF JOIST IS 6". 2 3 43A 4 TB-2 LE iV - Lo I r;1 ilIII :XTEND BEAM OVER 7 m 1, - & CUP TO WALL (TYP.) S-6 I ® I ELEV. 16'-0" T.O.ISLAB W12x14(11'- � N N N' N N N to N' N N _ I N N N N N N N la OPP HAND � 5 6 I 4 (Q. IPAC� S " pn 9 2 I6 O�C. NjAX. ul S_6 I N , , , TB 2 1 '-5 2" I i -- X X SA - -r m 24x62 II W24x62 m I IW24162 ( I m — 1 I I•.: I I x UI xl S_1 m' m 4" CONIC SLAB ON 0.6x22GA METAL DECK REINFORCE W/ 6x6 W2.9xW2.9 WWF 2" FROM TOP OF SLAB TYPICAL oc I oto N, N 43 EXTEND,BEAM OVER COL & CUP TO WALL (11P.) T X � � C 04- Tc+ s-e ryl \ TB-2(15'-5 1/2") S-6 NI NQ EL: 16'-0" T.O. SLAB 14k3\\e\ BCX 14k3h */ 14k3� fi B2. 2 -_22k�� L- 12 5-2 --�i TA AGE LIGHT M - i - G METAL STUD _22k6 i % WALL BY SPECIALTY ENGIN \ v i 2 LOCATE JOIST TO LIGHT GAGE METAL CLEAR ELEVATOR WALL TRUSSES 0 ox. MAX. 1/4" x CONT. BENT PLATE ATTACHED (MINIMIZE) TO GROUT FILLED MASONRY W/ 1/2" 0 EXP. ANCHORS 0 36" ox. MAX. ry 4,ry 1,4 ATTACH DECK TO BENT PLATE W/ �- # 12 SCREWS ® 6" ox. C 22k6 CX BCX 22k6 _ C 12 .I 3 E0. SPACE ,.' 6 2'-6" O.C. MAX. 22k6 EX ND BEAM OVER STABILIZATION CLIP COL. & CUP TO WALL (TYP.) LIGHT GAGE METAL TRUSS BY SPECIALTY ENGINEER MAX_ CANTILEVER OF 6A 22k6 -- BY SPECIALY ENGINEER METAL DECK BEYOND s-s 22k6 NOT TO EXCEED 48" x CENTER LINE OF JOIST 22k6 x ---- --------- r 0 2'-6" O.C. IS 6'. 12 MAX (TYP ) _22k6 6 GAGE METAL CONTINUOUS BENT 6� ALPINE S _ PLATE TO MATCH DECK GAGE ATTACH TRUSSB DECK TO PLATE EACH SIDE W/ #12 CONNECTOR Y it SCREWS 0 6" ox ATTACH BENT PLATE SPECIALTY TO TRUSS W/ MIN. (4) # 12 SCREWS (2 EACH LEG) p 22k6 CX BCX 22k6 D � 4 12 12 �4 3/8" BENT PLATE W/ 4" CONC SLAB ON 0.6x22GA METAL DECK REINFORCE W/ 9 41 12 6" LEGS AND 12" LONG -ATTACH TO CONCRETE \ 6x6 W2.9xW2.9 WWF 2" FROM s-6 + + EL: 11'-1" BEAM W/ (2) 3/4" 0 EXP. TOP OF SLAB TYPICAL \ �_ Y ANCHORS (9" GAGE ON BOLLS). i° x EL: 16'-0" LPINE TRUSS in 04 --- T.O. SLAB I u3 W12x14 CONNECTOR BY SPECIALTY ENGINEER N II I N 22k6 B X BCX 22k6 V N 2 LO S-6 N 1 m - — E I DSA 1111 ET — --__— =5 TB-2(15'-5 1/2") �I 'ET`L - �� ,n CONCRETE FILLED STEEL PAN i-TSTAIRS BY SPECIALTY ENGINEER > SUBMIT SIGNED & SEALED SHOP DWGS. AND CALCULATIONS BY A _:.. m FLORIDA REGISTER ENGINEER FOR REVIEW PRIOR TO FABRICATION & -5 1/2-) INSTALLATION. 1 N SECOND FLOOR FRAMING PLAIN ® l 1/8" = V-0" FRAMING NOTES: 1) DSA - INDICATES DECK SUPPORT ANGLE. 2) ALL TOP CHORD EXTENSIONS (TCX) SHALL BE MINIMUM TYPE PIS U.N.O. 3) BCX - INDICATE BOTTOM CHORD EXTENSION EL: 15'-5 1/2" %LPINE TRUSS TIE OWN TO STEEL Y TRUSS ENGINEER ALPINE TRUSS TIE DOWN TO CONCRETE S53"xt 1/2%1/8"x CONT. BY TRUSS ENGINEER 1 1/2" METAL ROOF DECK "x20x16GA x6" LONG CLIP (EA. SIDE) 4'-0"o.c. ATTACH TO TUBE & 1 1 ETAL DECK W/ 5 #10 SMS EA. LEG // BOTT. CHORD — — — — — — — — — — — — — — — — — — - — — — — — — E. ATTACH METAL DECK TO ANGLE W/ 5/8"0 L4x4x1/4"0 5'-0" O.C. PUDDLE WELDF ® 6" o.c..' ATTACH METAL DECK TO ANGLE W/ 5/8"0 PUDDLE WELDS 0 6" o.c. TYP. L4x4x1/4"x CONT. ATTACHED TO CONCRETE BEAM W/ 1 /2"0 EXP. ANCHORS ® 2'-6" ox. MAX. AND MIN 5" EMBEDMENT SECTION 1 n '1 v I TB-2(15'-5 1 FASTEN METAL DECK TO TOP OF STUD WALL W/ #12 SCREWS ® 6" o.c. LIGHT GAGE METAL TRUSSES 0 48" ox. MAX. 0.6Cx22GA GALVANIZED METAL DEC ATTACHED TO LIGHT GAGE METAL . W/ #10 SCREWS AT 5" ox. AND M #10 SIDE CAP FASTENER (TYP.) CONCRETE FILLED STEEL PAN STAIRS BY SPECIALTY ENGINEER SUBMIT SIGNED & SEALED SHOP DWGS. AND CALCULATIONS BY A FLORIDA REGISTER ENGINEER FOR REVIEW PRIOR TO FABRICATION & INSTALLATION. FOR PERMIT ONL Y I � 4 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDCIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)-659-2-383 FAX: (5 6 1) - 6 5 9 - 5 5 46 mail@regarch.com CORPORATION NUMBER AA-0002447 PERMIT SET JANUARY 31, 2003 DESIGN DEVELOPMENT DRAWINGS FOR: ALPINE TRUSS TIE ST, LUCIE COUNTY DOWN TO CONCRETE ADMIN. ANNEX BY TRUSS ENGINEER SOUTH Walton EL: 39'-4" Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. REVISIONS NO. � CONTINUOUS BENT PLATE ATTACHED TO MASONRY W/ 3/160x 1 1/4" EMBED TAPCONS 0 12" ox. ATTACH DECK TO PLATE W/ #12 SCREWS 0 6" O.C. 01/31/03 SCALE DRAWN EL: 30'-0" T.O. DECK & TIE BEAM CHECKED REG REG No. 01062 O'Donnell, Naccorata, Ngnogna Q j Jackson STRUCTURAL ENGINEERS 32115TH STREET, SUITE 200 LTC, #0004386 WEST PALM BEACH, FLONDA 33401 15611835.9994 FAX(5611835.8255 JOB # 341.012 OWNERSHIP AND USE OF THESE DOCUMENIS & SPENOTIOIS AS NSRIMMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR S DEMO OR NOT. THEY SHUT NOT BE USED BY THE OWNER OR OTHERS ON 01M PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN MITRING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. I III,, O 2 T 4 4 5 s-s O\ I -- -- - -- -- -- -- - -- -- --- - -- -- -- - - -I- -- - - -- - -- - 1.8 TB-1 (30'-1 1/2") II III I I •ARCHITRCTS I •INTERIORS •P L A N N Z R S I 'I INCORPORAT>D I \ I'Q I ®Q X (I z z I i-3(30'-0") I U < 5 Y Y Y a. N U Y YI d� Vx 141 I 0 O O� O Oi I I 29'-10 1 2" I I I 1 O 1 T.O. JOIST \ \ i'L� N ® l I W1 x12 Ox 2_1 OPEN TYP. I SEE PARTIAL PLAN `"A" RICK GONZALEZ A.I.A. \ III N0F H ECK TO THIS SHEET ' I17 I ( 2 I ALL W S UD WALL I ( PRESIDENT AR-0014172 s-s TO IT N l AM I I TO I FLA GE STAIR 3 tt 120 S. DDR HIGHWAY, SUITE 201 — _= o -- . 6x31 m w16x31 m w16x31 m w16x31 m I I I WEST PALM BEACH -1 30'-1 1 2" x x (xj U I 1 W16x31 TB-3 - _ O F L 0 R I D A 33401 m m m m. 1 I W1 x12 10x2 L PH: (5 6 1) - 6 5 9 - 2 3 8 3 \ L} T / \ x EXTEND WALL AROUND o' J FAX: ($ 6 1) 6 5 9 $ 5 4 6 \ s-s T 00 Tr N I of C'I- STAIRS TO :\ f OFDECK PBOTTOM DECK -NOTCH AT BAR JOIST I �I ll121It7aLCgatCI1.00(ri - \ / 1 1 0 I ( w x I I II CORPORATION NUMBER / ® ,�✓ I Q ' I AA-0002447 / a ' p1O, x v pLd p p IILII \ N USE SEAT ANGLE oN 6 -^1 s5e L STUIII III SITB-3G(3TI2/ x'z z LIGHT GAGE META` LOAD BEARING WAD 40N cv NOT5N N (I 1I PERMIT SET JANUARY 31, 2003 _ q I I I ti I I I 4 To '-O" (BELOW) -- — _ — — — — — TB 1 30'-1 1 2" — — — — — — — — T _ I T I DESIGN DEVELOPMENT _ — — — DRAWINGS FOR: \ 6 2 COL. ELEV , I —I— L_ — — --_-- W12x26 Tom+ 1 /1 — -- — — — — — — c� G — LIGHT GAGE I METAL TRUSS DSA S_6 s ��' I tiT 1 ® 48"o.c. MAX. ST LUCIE COUNTY -- -- —� - B C-1 COL ELEV a �\ 4 TB-3(39'-4") L " -- _--__ 20K4 _ 12k1 G S_6 =_ _ _ _ — ADMIN.ANNEX I TO 32-0" BELO 1 LIGHT GAGE SOUTH 20K4 12k1 ( L O. s-6 80X BEAM ^ cQ I-- -------- ------- 3 — -----`- — C-1 COL. El yY/ y`y &, \ NOTE 5 PO2'1S8 ® TO 3r-D, s PARTIAL PLAN A Walton Road I 20K4 BCX BCX 12k1 LIGHT GAGE METAL STUD �' �� �� ?��8. (BELOW) s-s �� � � III LOAD BEARING WALL. 1.8 NOTE 5 PORT ST. LUCIE SECT 61 I ---- i2k� , _ _ °' ,`\ � � `� L � �I TRACT K I w8x31 LIFT BEAM °�P PORT ST. LUCIE Fl. —CAP-ELEV. 31=6"-- 20K4 ED 4 I I 2 3 4 5 20K4 I SEE PARTIAL PLAN "C" ---------- — THIS SHEET --- -- 2CK4 -- --. —I 1.4 41 REVISIONS NO. C I--- 2OK4 _ BCX BCX 20K4 — C 1 L 29'-10 1 2" ( T.O. JOIST v 201<4 EQ. SPACED m x 20k4 EQ. SPACED I `r m ® 5'-0" O.C. 3 0 5'-0" O.C. 1 MAX. (TYP.) MAX. (TYP.) 0 1n Im 0 I 20K4 BCX BCX 20K4 I TYP. I o 2 5-6 N L x co I � E I I 20K4 L- BCX BCX 20K4 I--- ----- 20K4 " s-2 ----- --------- 2OK4 --- 1 x x I— ------- 20K4--------- --------- 20K4 -- 1 �i �I i of i ml L I I I I I I I -LIGHT GAGE METAL USSES 0 48" o.c. MAX. -_--DSA -- TB 1(3_0�__(-- - �--�_- DSA-- - I TB-3(39'-4") TB-1(30'-1 1/2•) — — in OPEN SEE PARTIAL PLAN "B" PARTIAL PLAN caBo� THIS SHEET 1 S-6 LIGHT GAGE STUD WALL NOTE 5 \ N ROOF FRAMING PLAN ®® NOTES: 1) DSA- INDICATES DECK SUPPORT ANGLE 2) BCX-INDICATES BOTTOM CHORD EXTENSION WHERE INDICATED ON PLAN 3) EXTEND BOTTOM CHORD OF`JOIST TO ALL STEEL BEAM SUPPORTING !JOIST AND AT STEEL COLUMN (TYP. UNO) 4) CAMBER BEAM TO MATCH JOIST CAMBER 5) ALL LIGHT GAGE METAL STUD FRAMING SHALL BE DESIGNED BY SPECIALTY ENGINEER. SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION AND ERECTION. EXTERIOR LOAD BEARING STUDS SHALL NOT BE LESS THAN 60x1 5/8"x18GA 0 24" ox. (TYP.) l! LIGHT GAGE METAL TRUSS C_qAw l p®48"o.c. MAX. ry 5" SLAB W/ #5 ® 10" ox. E.W. CENTERED A f I •.. ct Fob' '. � ITT ONLY O'Donnell, Naccorato, Mignogna Jackson STRUCTURAL ENGINEERS 32115TH STREET, SUITE 200 LIC. #0004386 WEST PALM BEACH, FLORIDA33401 (561) 835.9994 FAX(561) 835 - 8255 JOB # 341.012 DATE 01/31/03 SCALE DRAWN CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMENTS k SPIELM11ONS AS INSTRUMENTS OF SOMM ARE AND SHALL ROM THE PROPERi1' OF THE ARCHITECT WHETHER THE PROW THEY ARE MAE FOR IS DECIRED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECIS OR FOR ADDITIONS TO THIS PROJECT Bf OTHERS, EXCEPT BY AGREWENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. S-3 STRUCTURAL NOTES CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. O'DONNELL, NACCARATO, MIGNOGNA & JACKSON, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS 1. WIND LOADS AS PER: A. FLORIDA BUILDING CODE 2001 EDITION, FOR A 140 MPH WIND SPEED, EXPOSURE B AND 1.0 IMPORTANCE FACTOR. '2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 2001 EDITION. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 1995 EDITION). C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315/ 1994 EDITION). D. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AWS. D1.4/ 1992 EDITION. E. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASIC ASD/ 9TH EDITION. F. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301/1996 EDITION. G. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602/ 1999 EDITIONS), 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. C_ BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 4. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED 1N THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. LIGHT GAUGE METAL INCLUDING, BUT NOT LIMITED TO, SOFFITS, CLADDING, CEILINGS, ETC. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT SUPPORTS, FRAMES THAT SUPPORT MACHINES, PIPES OR OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. C. MISCELLANEOUS HANGARS, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS, METAL RAILINGS, GLAZING FRAMES, CLADDING SUCH AS STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY THE ARCHITECTURAL OR MECHANICAL CONSTRUCTION DOCUMENTS. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE: A. REPORT ON SOILS AND FOUNDATON INVESTIGATION PREPARED BY ARDAMAN AND ASSOCIATES. DATED JULY 29, 2002. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF. 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5. TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-O" BELOW EXTERIOR FINISH GRADE. 6. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. 7. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. CONCRETE 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI C. COLUMNS 4000 PSI D. WALLS 4000 PSI E. BEAMS 4000 PSI F. TIE BEAMS 3000 PSI G. STRUCTURAL SLABS 4000 PSI H. MASONRY GROUT 3000 PSI ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE STRENGTH OF: A. 3000 PSI ® 28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC YARD. B. 4000 PSI ® 28 DAYS AND HAVE A MINIMUM OF 587 LBS. OF CEMENT PER CUBIC YARD, C. SLUMPS SHALL BE 4 MINIMUM AND 6 MAXIMUM. D. CONCRETE SHALL HAVE 4 +/- 1.5 PERCENT AIR ENTRAINMENT. E. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. F. JOBSITE WATER SHALL NOT BE ADDED. 7 w 3. 4. 5. 6. 7. 8. m ifell ALL UUNCKE IE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 7. EQUIPMENT SUPPORTS ACI BUILDING CODE (ACI 318/ 1995 EDITION), THE ACI DETAILING M NUAL (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED CONCRETE FOR BUILDINGS (ACI 301/ 1996 EDITION). FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM METAL DEC ING. TO ANY FABRICATION. PREFABRICATED STEEL ROOF TRUSSES CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED 3Y THE 1995 ACI SPECIFICATIONS. 1. A. SHOP DRAWINGS AND DESIGN COMPUTATIONS: WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS 1. ENGAGE THE SERVICES OF A PROFESSIONAL ENGINEER OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN REGISTERED IN THE STATE OFIFLORIDA TO PREPARE COMPLETE SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3' 0" O.C. SHOP DRAWINGS AND STRUCTURAL DESIGN COMPUTATIONS FOR ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRE GTH BILLET WORK OF THIS SECTION. DRAWINGS SHALL BEAR THE ENGINEER'S STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. PROFESSIONAL SEAL. i LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED 2. THE SHOP DRAWINGS SHALL SHQW ALL PERTINENT DETAILS OF ON DRAWINGS, LAP ALL WWF A MINIMUM OF 6 INCHES (UNLESS OTHIERWISE- CONSTRUCTION, INSTALLATION, AND ANCHORAGE OF THE LIGHT NOTED). GAUGE STEEL FRAMING WORK. REINFORCING BARS: 3. THE STRUCTURAL DESIGN COMPUTATIONS SHALL PROVIDE A COMPLETE STRUCTURAL ANALYSIS OF ALL TYPICAL AND SPECIAL A. AT CORNERS .OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL CONDITIONS OF CONSTRUCTION AND SHALL CERTIFY FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BET CONFORMANCE TO THE GOVERNING LAWS AND BUILDING CODES. BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. 4. STRICTLY FOLLOW LG.S.E.A.'S "FIELD INSTALLATION GUIDE FOR B. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED COLD -FORMED STEEL ROOF TRUSSES" FOR THE PROPER STORAGE, HOOKSUNLESS OTHERWISE NOTED. HANDLING AND BRACING REQUIREMENTS. C. CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE COST OF 1000 LBS. OF ADDITIONAL REINFORCING STEEL, INCLUDING FABRICATION, BENDING, B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA FOR ALL FURNISHING AND PLACING. THIS EXTRA STOCK SHALL BE FURNISHED COMPONENTS TO BE USED IN THE C NSTRUCTION AND ANCHORING OF AND USED FOR SPECIAL CONDITIONS AS DIRECTED BY THE ARCHITECT, THE LIGHT GAUGE STEEL FRAMING. INCLUDE SPECIFICATIONS, THE ARCHITECT'S AGENT OR BY THE OWNER'S CONSTRUCTION INSTALLATION INSTRUCTIONS, AND DATA SUBSTANTIATING THAT THE SUPERVISOR. THE PRICE OF THE UNUSED EXTRA STOCK SHALL BE MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. CREDITED TO THE OWNER'S ACCOUNT. CONCRETE LINTELS 2. FRAMING COMPONENTS FOR METAL ROOFTRUSSES: A. DROP BOTTOM OF BEAM AT WINDOWS, DOORS AND MASONRY CPENiNGS A. ATTACHMENT ANGLES, CLOSURE ANGLES, AND OTHER MISCELLANEOUS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE COMPONENTS SHALL BE MANUFACTURED OF COMMERCIAL QUALITY BOTTOM OF THE BEAM AND WINDOW AND/OR DOOR HEADER Of PROVIDE STEEL SHEET MEETING THE REQUIREMENTS OF ASTM A 446 WITH A A PRECAST CONCRETE LINTEL BY CASTCRETE IF NOT NEXT TO A POURED MINIMUM YIELD STRENGTH OF 50,000 PSI AND SHALL BE FORMED TO CONCRETE COLUMN. PROFILES AS REQUIRED. ALL COMPONENTS SHALL BE HOT DIP B. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SP N EQUAL GALVANIZED IN ACCORDANCE WITH ASTM DESIGNATION. A 525, G 60 COATING TO MASONRY OPENING WIDTH, PROVIDE 2 #5 AT BOTTOM OF )ROP INCLUDING #3 TIES 0 24" O.C. EXTENDING TO TOP OF BEAM B. SUBCONTRACTOR SHALL COORDINATE TRUSS LOCATIONS WITH REINFORCING. IF THE LINTEL EXCEEDS THE ABOVE LIMIT OF DROP, A MECHANICAL TRADES. SEPARATED LINTEL SHALL BE PROVIDED AS FOLLOWS: 3. FIELD TOUCH UP: t1. OPENING LESS THAN 6'0" WIDE 8" X 8" W/2 #5 BOTTOM BARS. L2. OPENING BETWEEN 6'0" AND 12'0" 8" X 12" W/2 #6 BOTTOM BARS. A. TOUCH UP ALL FIELD WELDS AND ABRASIONS OF GALVANIZED C. LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END. MATERIALS WITH ZINC RICH PAINT INI ACCORDANCE WITH ASTM A 780, ANNEX A2_ D. IF THE MASONRY OPENING HAS AN END ADJACENT TO A CONCRETE B. TOUCH UP WORK SHALL BE COMPLET�D PRIOR TO ATTACHMENT OF THE COLUMN PROVIDE (2) #5 OR #6 DOWELS, AS THE CASE MAY BE,IN THE WORK OF ANY OTHER SECTIONS TO THE LIGHT GAUGE STEEL FRAMING. CONCRETE COLUMN WITH SHEAR KEY 1--1 /2 INCH DEEP BY LIN L'S DEPTH AND WIDTH FOR ITS SUBSEQUENT CONSTRUCTION. STEEL STAIRS 1. MASONRY UNITS SHALL BE A. ASTM C 90 GRADE N B. WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON NET AREA OF INDIVIDUAL UNITS. (F'm = 1,500 PSI) C. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (U.N.O.). 2. ALL MORTAR SHALL BE TYPE S(OR TYPE M) A. IN ACCORDANCE WITH ASTM SPECIFICATION C270 B. WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 AYS, (2500 WITH TYPE M). 3. GROUT SHALL BE A HIGH SLUMP MIX A. IN ACCORDANCE WITH ASTM SPECIFICATION C476 B. HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 4. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE CON TRUCTED ACCORDANCE WITH THE "BUILDING CODE REQUIREMENT FOR MASONRY STRUCTUR (ACI 530/ASCE 5/TSM 402) AND "SPECIFICATIONS FOR MASONRY S UCTURES" (ACI ?530.1/ASCE 6/TSM 602)/ 1995 EDITIONS. 5. PROVIDE 8" X 8" MASONRY BEAM WITH 2 #5 CONT. AT EVERY WINDON SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING. 6. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. 7. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A SPACING OF 30' O.C. AND ALIGN WITH ARCHITECTURAL CONTROL JOINTS. STEEi- 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: A. ASTM SPECIFICATION A 36. B. ASTM SPECIFICATION A 992 GRADE 50. (FOR WIDE FLANGES) C. ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A 500 GRADE B (FY=46 KSI). D. ALL STEEL PIPE SHALL CONFORM TO ASTM SPECIFICATION A501. E. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. F. DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING: OR CONCRETE ENCASEMENT. G. ALL MILL CAMBER TO BE ORIENTED UPWARD DURING FABRICATIOq AND ERECTION. H. STEEL BEAMS INSTALLED IN PARALLEL WITH STEEL BAR JOISTS MUST' HAVE CAMBER EQUAL TO BAR JOISTS. 2. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETYS STANDARD QUALIFICATION PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. 3. ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" DIAMETER, A-325 HIGH STRENGTH BOLTS OR WELDED (UNLESS SHOWN OTHERWISE ON THE DRAWINGS). 4. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED TO PREVENT GALVANIC AND CORROSIVE EFFECTS. 5. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES, 6. HEAR CONNECTORS TO BE HEADED STUD TYPE, ASTM A/108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYIN WITH AISC SPECIFICATIONS. 1. ENGINEERED CONCRETE FILLED STEEL STAIR SYSTEM AND ALL CONNECTIONS OF THE 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 REVIEW PRIOR' TO FABRICATION. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE SHOWN ON THE ARCHITECTURAL DRAWINGS. STEEL STAIR SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS ASIINDICATED ON THE PLANS AND IN ALL APPLICABLE BUILDING CODES. 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 THESTRUCTURAL SYSTEM SHOWN OF THESE PLANS. JOISTS 1. ALL JOISTS SHALL HAVE A SHOP COAT OF RUST INHIBITIVE NON BITUMINOUS PAINT. 2. JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA SIGN AND SEAL A L STEEL JOIST SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL CONTAIN A�STATEMENT CERTIFYING THAT IN THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED. ES" 3. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE REQUIREMENTS OF THE SPECIFICATIONS OFTHE STEEL JOIST INSTITUTE FOR: A. SERIES K JOISTS MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH S I STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. JOIST SHALL HAVE THE FOLLOWING CAMBE S UNDER THEIR OWN WEIGHTS: 30' SPAN OR LESS -CAMBER 0 30' SPAN TO 60' SPANI - CAMBER 1" MAXIMUM 60' SPAN TO 100' SPAN - CAMBER 1-1/2" MAXIMUM 4. EXTEND AND CONNECT BOTTOM CHORDS OF JOISTS AT ALL COLUMNS AND WHERE NOTED ON DRAWINGS.' DECK 1. STEEL ROOF DECK SHALL BE: A. 1-1/2", 22 GA. TYPE B''METAL DECK',GALVANIZED AS SHOWN ON ROOF PLAN. 2. WELDING WASHERS ARE TO BE USED ON ALL CONNECTIONS OF STEEL DECK WITH METAL THICKNESS', LESS THAN ?2 GA. TO STRUCTURAL STEEL SUPPORTS. 3. FLOOR DECK TO BE A. GALVANIZED B. 9/16", 22 GAGE VULCRAFT FORM DEC WIND LOAD SCHEDULE COMPONENTS ROOF WIND LOADS WALL WIND LOADS (SEE NOTE 1) & CLADDING ROOF AREA WALL AREA 1 2 3 4 5 PRESSURE (PSF) 14.3 14.3 14.3 35.3 SUCTION (PSF) -35.3 -59.2 -89.0 1.�E35.3 - 8.2 -47.2 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 1 2001 EDITION BY BEING DESIGNED FOR IMPACT RESISTANCE OR E 2_ CORNER DISTANCE, A = 12 FEET ASSUMED TRIBUTARY 10 SF. -�► i I I I 3 I I A I I l I 101 I I I I I I 2 I I I I I 5 PLAN ELEVATION FOOTING SCHEDU LEII MARK SIZE' REINFORCING F40 4'-0" x 4'-0" Ix 1'-O" (4) #6 E.W. B TT, F55 5'-6" x 5-6" x 1'-O" (5) #6 E.W. B TT. F70 7'-0" x 7-0" x 1'-6" (10) #6 E.W. EOTT. F75 7'-6" x 7'-6" � V-6" (10) #6 E.W. OTT. F80 8'-0" x 8'-O" k 1'-6" (11) #6 E,'W. B TT. F20.12 2'-0" x CONT. x 1'-0" (3) #5 CONT. F25.12 2'-6" x CONT. x 1'-0" (3) #5'jCON l --8 -. ay.rocs..mmxxxro-,�m�+w.n._sraa2.Fx_,. k MASONRY WALL SCHEDULE MARK THICKNESS REINFOR ING MW-1 8" CMU # 6 032" o.c. MW-2 8" CMU # 6 ® 16" o.c. I MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA, GALVA LATERAL REINFORCING ®' 16" O.C. HORIZ_ EXTEND RPNF R 6" INTO POURED ELEMENTS AND AROUND ENCASED IS L 2. ADJACENT TO ANY EXTERIOR WALL OPENING, PLACE 1 # 5 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. 3 CODE UTTERS BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING B-1 12 x 12 2 #5 1 2 #5 - #3 ® 6" o.c. B-2 8 x 12 2 #5 2 #5 - #3 a 6" ox, 8-3 8 x 24 2 #5 2 #5 2 #5 #3 ® 10" O.C. TB-1 8 x 17 1/2 2 #5 2 #5 - #3 OPENINGS 08 ox. OTHERWISE 0 24" at, TB-2 8 x 14 1 /2 2 #5 2 #5 - #3 OPENINGS 0 8 o.c OTHERWISE 0 24' ox. TB-3 8 x 16 2 #5 1 2 #5 - #3 OPENINGS 0 8 ox. OTHERWISE 24" o.c. TB-4 8 x 12 2 #5 2 #5 #3 OPENINGS 0 8 as OTHER 0 24" o.c. NOTES : 1. BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 2. TIE -BEAMS INTENDED TO BE CAST ATOP MASONRY WALLS - EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. CONCRETE COLUMN SCHEDULE MARK SIZE (inches) VERT. REINF. TIES SPACING C-1* 8 x 12 x 12 (7) #5 #3 ® 8" O.C. C-2 8 x 12 (4) #5 #3 ® 8" O.C. C-3 8 x 16 (4) #6 #3 ® 8" O.C. C-4 8 x 12 (4) #6 #3 ® 12" o.c. C-5 12 x 12 (4) #7 #3 0 12" ox. C-6** 8 x 12 x 12 x 8 (6) #7 #3 08" o.c. t2 3�f 0 *TYPE I **TYPE II DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SO. FT.) a w o: a 0 0 U COMPONENT c 0 STRUCTURE' WEIGHT 6 1 5 4" SLAB &'METAL DECK 48 MEP 10 10 CEILING 5 5 MISC. 6 3 PARTITIONS 20 METAL DECK 2 RIDGED INSULATION 6 ROOFING 4 TOTAL DEAD LOAD 95 35 TOTAL LIVE LOAD 50 20 TOTAL LOAD 145 55 NOTE: NET 'WIND UPLIFT = P.S.F. STEEL COLUMN SCHEDULE MARK SIZE BASE T A. B. REM SC-1 8"x8%1/4" 14"x14"x1" (4) 3/4"0 - SC-2 6"x6"x1/4' 14"x14"x1" (4) 3/4"0 SC-3 5"x5"xl/4" 14%14%1" (4) 3/4"0 SC-4 3%3"0/4" 9%9"x3/4" (4) 3/4"0 1 - Y fi RICK GONZALEZ, A.I,A. PRESIDENT AR-0014172 120 S, DDGE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401, PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com --------------------- CORPORATION NUMBER AA-0002447 PERMIT SET JANUARY 31.2003 DESIGN DEVELOPMENT DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02158 Walton Road PORT ST. LUCIE SECT 61 TRACT K' PORT ST.'LUCIE FL REVISIONS I NO. DATE 01/31/03 SCALE DRAWN CHECKED REG REG No. 01062 OWNERSHIP AND USE OF THESE DOCUMOM & SPECFICATiONS AS INSTRUMENTS OF SERVICE ARE AND SHALL ROAN THE PROPERLY OF THE ARCHITECT WHERNER THE PROJECT THEY ARE MADE FOR IS BMW OR NOT. THEY SHALL L NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADMONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION M THE ARCHITECT. S-4 10" a o'. � d 10" u . ` o 2" 6" 2.. z. 4 4 N T.O. JOIST :A., a T.O. - N - - - SEE PLAN iND - - T SE -- � 0 4 rW24 p W16PL 8"x16"x3/4"p04 W/ 6-3/4"Ox6" �A HORIZONTAL SLOTS HEADED STUD ON WEB OF BEAM PL 10"x21"x3/4"W/ 8-3/4"Ox6" IAL SLOTS HEADED STUD ON WEB OF BEAM DETAIL q DETAIL B 3/4" = 1'-0" - 8" CONSTRUCTION PAPER ON ONE SIDE ONLY 4TE HORIZ. CAULK AND PREMOLDED AT THE JOINT FOAM BACKING ROD ELL OR COL + SEE PLAN :: FILL VOID SOLID WITH MORTAR. mDISCONTINUED WALL LATERAL REINFORCING PLAN VIEW CMU WALL CONTROL JOINT WCJ) DETAIL NOTES 1. SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CON INUE WALL CONTROL JOINT TO TOP OF WALL. 2•- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. 1/2"o RODS IN WALLS WITH MORE THAN 25'-0" OF; UNITERUPTED 4" 4" 1/2" THICK PLATE MASONRY. REFER TO DWGS. FOR ADDITIONAL SPECIFI ED N LOCATIONS AS NOTED THUS (WCJ). 3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF- THR UGH THE JOINT. o �6 (3) 1/2",x6" LONG H.S. . o i � CD in I Q" I L4 X4 X 3/8" CONT. io . �I'-=�` W/ 3/4"4 J' BOLTS m ® I 0 2'-0" O.C. 0DOOR' N LO ® BEAM CONNECTION INTO ®,z" O.C. TOP BEAM CONNECTION INTO END F WALL #4 0 12" O.C- HOR. EA. FACE 8" CMU WA CONC. SL E SEE PLAN. L SHAPE COLUMNS DETAIL D veR® EA. O.C. E VS Iz t1 00'' EQUAL EQUAL # " 2'-O" X 2 �o 3/4" = 1' O" - 12" REINF. - FOR HYORAuuc a CONC. WALL I a 1 R DETAIL C N ATORS ONLY J I� PROVIDE DOWELS ` �� � 3/4" = V-O" - TO MATCH VERT. METAL DECK SEE MECH. DWGS (TYPICAL) FOR OPENING SIZE - - - - - - - - - - - - - - -- — — — — — — — L 6 x 4 x 5/16 (LLV) -TYPICAL 4 SIDES L6x4x38CLIP �(4 REQUIRED SEE PLAN FOR JOIST SIZE 1. PROVIDE AT PERIMETER OF ALL ROOFTOP MECHANICAL UNITS AND OPENINGS AS REQUIRED. 2. SEE MECH. DWGS FOR OPENING SIZE & LOCATION. 3. PROVIDE L 3 x 3 x 5/16 AT ROOF SUMPS CONCENTRATED LOAD - COORDINA* WITH EQUIPTMENT SUPPLIER II NOT STATED ON DRAWINGS - SUPPORT ADDITIONAL "X"-BRIDGING 0 CENTER LINE OF EQUIPMENT SUPPORT (EACH SIDE OF JOIST) 1/2" IPLATE I SEE �- HANGER AN LIE L 2 1/2"x 2 1/2"x 1/4' FOR ME( (MIN. WEB REINF. FOR EQUIPMENT JOIST). OR ACCESORY BY EQUIPTMItNT SUPPUER TYPICAL JOIST REINFORCING AT CONCENTRATED LOAD N.T.S. NOTES 1. WHERE HEIGHT OF MASONRY WALL SEGMENT EXCEEDS 12'-0", INTERMEDIATE BOND BEAM IS REQUIRED. 2. BOND BEAM REINFORCEMENT MUST BE CONTI- NUOUS, HOOK BARS INTO REINFORCED JAMB AT WALL OPENINGS. 3. OMIT BOND BEAMS WHERE IT COINCIDES WITH OPENING HEADERS (LINTELS/BEAMS), REINFORCEMENT MUST BE CONTINUOUS AT SUCH LOCATIONS. 48 BAR DIAMETER SPLICE LENGTH EL. +8'-0" T.O. BOND BM. MASONRY U-BLOCK BOND BEAM WITH 2#5 CONT. N d- REINF. SEE PLAN FOR ELEVATION * W ®TOP 1CBOTT. 2 #5 TOP & BO T.1'Q CH'L. DWGS. FOR SHAFT SnZC-O" 1'-0"' EA. SIDE & EA. CORNER ELEVATOR PIT SECTION N. T. S. TYPICAL SUMP DETAIL (AT SIDE WALL) 8" LAP 2'-6" co 00 00 ~ BARS TO MATCH LAP FOOTING BARS 2'-6" T (MIN.) SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING TYPICAL STEP FOOTING DETAIL N.T.S. ADJACENT SLAB SEE PLAN SEE ARCHITECTURAL 4� FINISH GRADE, OR PAVING uY t W.F.6x6 C� W1.4 x W1.4 3" CLR �jz �I " COMPACTED FILL #4 0 12" O.C. 2-#5 BOTT MIN. TYPICAL CONCRETE STAIR ON GRADE N.T.S. SLAB CONSTRUCTION SLAB CONSTRUCTION OR CONTROL JOINT xy OR CONTROL JOINT SEE TYPICAL DETAIL ! SEE TYPICAL DETAIL 1/4" PREMOULDED JOINT FILLER TYPICAL ISOLATION JOINTS CONCRETE AND STEEL N.T.S. 1 I 1 ' PREMOULDED T FILLER EVAnONPIT TYPICAL MASONRY FILLED CELL DETAIL MASONRY SEE PROVIDE PREFAB. "L" JOINT REINFORCING AT ALL CORNERS PLAN VIEW MASONRY 9 PROVIDE PREFAB. ''T" JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW CONCRETE MASONRY COLUMN l I� -FILLED CELLS - PSI (TYPICAL) ' x 4 1/2" CUT JRY INSPECTION :AN -OUT HOLE -S TO VERT. J EXTEND JOINT REINF. 6 PROVIDE DOVETAIL— CONCRETE INTO CONCRETE COLUMN ANCHOR SYSTEM COLUMN PLAN VIEW PLAN VIEW (MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) TYPICAL MASONRY DETAILS N.T.S. -SEE PLAN FOR SLAB THICKNESS (TYPICAL) SEE PLAN FOR RECESS ------ TYPICAL SLAB RECESS N.T.S. a 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS OF POUR (DO NOT INTERRUPT MESH) 1tMtl mlmil 'T ll METAL KEY -FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB —ON —GRADE NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) SEE PLAN FOR SLAB DESIGNATION ADJACENT SLAB OR FILL 17 12" 1 #5 CONT THICKENED EDGE T.E. N.T.S. CMU WALL SEE PLAN FOR SEE SCHEDULE SLAB DESIGNATION FOR REINFORCING DOWELS TO MATCH VERTICALS SEE PLAN j T.O. SLAB I III III —I I � Tli�l 1 III III III I SLAB MAY NOT PRESENT SEE PLAN III III III IIII' 0 EXTERIOR CONDITIONS TIONS T 11, FA T k COMPACTED 4kItFILL 3" CLR. NOTE : SEE SCHEDULE FOR FILL ALL BLOCK CELLS FOOTING SIZE & REINFORCING WITH 3000 P.S.I. CONCRETE BELOW GRADE TYPICAL WALL FOOTING N.T.S. CENTERLINE COLUMN & FOOTING ANCHOR BOLTS SEE SCHEDULE ISOLATION JOINT FIN. FLR. EL. SEE PLAN ;r SEE PLAN 1/4" LEVELING PL. gg a�- 3/4" GROUT BOTTOM OF BASSO 3" CLEAR 4" CLEAR SEE SCHEDULE FOR FOOTING PROVIDE ANCHOR PLATE SIZE AND REINFORCING 3/8 x 4 x 10 WHERE NORMAL EMBEDMENT IS NOT POSSIBLE TYPICAL STEEL COLUMN FOOTING N.T.S. CONCRETE FILLED - STEEL PAN STAIRS FIN. FLR. EL. = 0'-0" ,L 1 3" MIN. CLEAR TO REINF 24" 2 #5 CONT. #5 024" ox. TRANSVERSE SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING TYPICAL THICKENED SLAB DETAIL (TS). FOR PERMIT ONL Y .� O'Donnell, Noccorato, Mignogno Jackson STRUCTURAL ENGINEERS 32115TH STREET, SUITE 200 LIC. #0004386 WEST PALM BEACH, FLORIDA 33401 )561) 835.9994 FAX )561) 835.8255 JOB # 341.012 -ARCHITECTS •I N T E R 10 R S • P L A N N E R S INCORPORATED I i RICK GONZALEZ, A.LA, PRESIDENT AR-0014172 120 S. DDHE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 PERMIT SET JANUARY 31, 2003 DESIGN DEVELOPMENT DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. REVISIONS NO. DATE 01/31/03 SCALE DRAWN CHECKED REG REG No. 01062 S-5 TYPICAL BOND BEAM DETAIL N.T.S. R C== 3/8" THRU PLATE (USE FULL DEPTH CONNECTION FOR DEEPEST BEAM) 3/8" THRU PLATE C = (FULL DEPTH CONNECTION) 0 FACE COLUMN WHEN CONNECTION IS AT TOP OF COLUMN (TYP.) TYP ® FACE OF COLUMN CONTINUOUS 3/8" THRU PLATE IN DIRECTION OF LARGEST IN FRAMING BEAM 0 EA. CONCRETE SLAB ON METAL JOIST 3 16 2 DECK (SEE LAN) SEE PLAN MT; T.O. SLAB L4x4x1/4" f tADIUSED POURSTOP VARIES SEE ARCH'L DWGS. Ck STEEL JOIS rYp (SEE PLAN) SECTION 8 CONCRETE SLAB ON METAL DECK (SEE PLAN) SEE PLA T.O. SLAB STEEL JOIST _STEEL JOIST (SEE PLAN) cTccl .InMT (SEE PLAN) SECTION 9 TYP FACE OF COLUMN TS 2 1/2 x 2 1/2 x 1 /8" x CONT., WELD TO BEAM CONCRETE SLAB ON FLANGE W/ 2" LONG 1/8 METAL DECK (SEE PLAN) 3/8" THRU PLATE FILLET WELD ® 18" O.C. MAX. EA. SIDE WHEN CONNECTION IS AT -�/o mrtv rr m TOP OF COLUMN (TYP.) TUBE COLUMN CONNECTION DETAILS CONC. SLAB ON GRADE (SEE PLAN) RECESS AS REQ'D (SEE ARCH'L DWGS.) SE� T.O. SLAB DOWELS TO MATCH MASONRY WALL REINF. �OLSEE PLAN GROUT SOLID j T� W. IWING � CONCRETE FOOTING 4� (SEE PLAN) TYPICAL SLAB AT DOOR/CURTAIN WALL DETAIL N.T.S. 1 1/2" ROOF (SEE PLAN) L2x2.._, ._ _-_- WELD TO EACH JOIST TOP CHORD SECTION 13 S-6 SEE PLAN " L>` T.O. SLAB STEEL JOIST STEEL JOIST STEEL JOIST (SEE PLAN) (SEE PLAN) (SEE PLAN) JOIST "X" BRIDGING ADJACENT TO ALL STEEL BEAMS (TYP) SECTION 10 PUDDLE WELD TO ANGLE WELD ROOF DECK PLAN) /2"x2 1/2"x3/ 6x CONT. L4x4x3/8" t 1/ " GAP 4" SLAB ON METAL DECK JOIST BEYOND (® 45') I I EL 15'-5 1/2" f —II® T.O. BEAM I 12x THRI PLATE (SEE DETAILS) IN FRAMING BEAM NOT SHOWN FOR CLARITY SECTION 11 3/4"=1'-0" S-6 SLAB ON METAL DECK DSA L4x4x1/4" W/ B_2 1/2"0 EXP. ANCHORS (5" MIN. EMBED) ® 24"o.c. MAX.- STAGGER BOLT EACH SIDE TO AVOID INTERFERANCE SECTION 12 3/4"=1'-0" S-6 FASTEN DECK TO-j STUD WALL W/ #12 SCREWS LIGHT GAGE METAL STUD WALL AT BACK OF LIGHT GAGE TRUSSES TO BE DESIGNED BY SPECIALTY ENGINEER. LIGHT GAGE METAL TRUSSES 0 48" o.c. MAX 0.6Cx22GA GALVANIZED METAL DECK ATTACHED TO LIGHT GAGE METAL TRUSSES W/ #10 SCREWS AT 6" o.c. AND MIN. OF (1) #10 SIDE CAP FASTENER (TYP.) ALPINE TRUSS TIE DOWN TO STEEL BY TRUSS ENGINEER HSS3"xt 1/2"x1/8"x CONT. ALPINE TRUSS TIE 1 1/2" METAL DOWN TO CONCRETE ROOF DECK 2"x2%16GA x6" LONG CLIP (EA. SIDE) BY TRUSS ENGINEER 0 4'-0"o.c. ATTACH TO TUBE & METAL DECK W/ 5 #10 SMS EA. LEG r ti F \+ ATTACH METAL DECK a(. TO ANGLE W/ / 5 8 0 4 h PUDDLE WELDF ®6" o.c. x° \_L4x4x1/4"0 5'-0" o.c. BETWEEN JOIST ATTACH METAL DECK TO ANGLE W/ 5/8"0 PUDDLE WELDS 0 6' o.c. TYP. L4x4x1/4"x CONT. ATTACHED TO CONCRETE BEAM W/ 1/2"0 EXP. ANCHORS ® 2'-6" o.c. MAX. AND MIN 5" EMBEDMENT L4x4x1/4 x CON W/ 1/2"0 1 1 5 EXP. ANCHORS 30" O.C. W/' MIN. 4" EMBED. WELD DECK TO A GLE W/ 5/8"0 PUDDLE WELDS h 6" O.C. ANGLE TO 3 1 ' 2 JOIST CONCRETE SLAB ON METAL DECK (SEE PLAN) SEE PLAN T.O. SLAB Y x; STEEL' JOIST - (SEE PLAN) 2" GROUT THIS COURSE SOLID (TYP.) 6"x10"x1/2" PLATE W/(2) 1/2"OX' LONG H.S. (CENTER STUDS IN BEAM) CONCRETE BEAM (SEE PLAN) 8" CMU WALL (SEE PLAN) SECTION 6 BAR MIN. 1 1/2" CLEAR #4 ® 10" o.c. 1 #4 CONT. SLAB COVER (HOT DIPPED (HOT PIPPED GALVANIZED) GALVANIZED) tV 14" I 1/2"x7 1/2"x10"-/ PLATE W/ (2) 1/2"0 x6" LONG H.S. WELD DECK TO ANGLE W/ 5/8"0 PUDDLE WELDS ® 6" O.C. CONCRETE SLAB ON METAL DECK (SEE PLAN) SEE PLAN y T.O. SLAB Y R .may EL1 — SECTION 6A T.O. SLAB V,"<=ik 'LTYPE R TOP CHORD EXTENSION HSS3"x1 1/2"xt/8"x CONT, REINFORCE JOIST PERK GROUT CELL SOLID TYPICAL JOIST REINFORCING AT (TYP) CONCENTRARED LOAD DETAIL STEEL JOISTk (SEE PLAN) j CONCRETE BEAM % (SEE PLAN) 1 1,— GROUT CELL SOLID (TYP) L6x3 1/2x1/4" DECK SUPPORT ANGLE (DSA) W/ 1/2!0 EXP. ANCHORS 0 30" O.C. :W/ MIN. 4" 8" CMU WALL EMBED. (SEE PLAN) JOIST "X" BRIDGING ADJACENT TO ALL MASONRY WALLS SECTION 7 LOAD BEARING LIGHT GAGE METAL STUD WALL (SEE PLAN) TUBES TO TOP FLANGE TYP. z> TS2 1/2x 2 1/2" x 3/16" x CONT EE RCH'L DWGS. FOR :XA T TRUSS PROFILE, AC I & SOFFIT INFO. ATTACH DECK TO TUBES W/ 5/8"0 PUDDLE WELDS 6" o.c. (TYP.) III PLACE HHS 2 1/2%5"x3/16 BETWEEN JOIST BEARING FOR ATTACHMENT OF DECK (NOT SHOWN FOR CLARITY) 1 12/' METAL ROOFDECK J01ST \-K SERIES JOIST SECTION 1 3/4»=1'-0" S-6 CI;X IU tit WLLULU IU WIUL hLANUt AFTER DEAD LOAD HAS BEEN APPLIED SECTION 2 ATT C ED 5/8"0 PUDDLE WELDS 0 6" O.C. 1 1/2" METAL ROOF DECK T.O. DECK T.O. BEAM DSA L4x4x1 /4" W/ FASTEN DECK TO 1/2 "0 EXP. ANCHORS c STUD WALL W/ (5" MIN. EMBED) ® 24"o.c. #12CRE S ® MAX. 6 o.G. CONCRETE BEAM SEE PLAN ECTION 3 0.6Cx22GA GALVANIZED METAL DECK LIGHT GAGE METAL STUD A H TO LIGHT GAGE METAL TRUSSES WALL AT BA K OF LIGHT GAGE W/ #10 SCREWS AT 6" o.c. AND MIN. OF (1) TRUSSES TO BE DESIGNED BY #10 SIDE CAP FASTENER (TYP.) SPECIALTY ENGINEER. RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DD(IE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)-659-2383' FAX: (561)-659-5546 mail@regmh.com CORPORATION NUMBER AA-0002447 PERMIT SET JANUARY 31.2003 DESIGN DEVELOPMENT DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST, LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. REVISIONS NO. DATE 01/31/03 ALPINE TRUSS TIE DOWN TO CONCRETE BY TRUSS SCALE POCKET FOR JOIST TO BE GROUTED ENGINEER SOLID AFTER INSTALLA11ON OF JOIST SEE ARCH'L DWGS_ FOR DRAWN WELD DECK TO ANGLE W/ EXACT TRUSS PROFILE, 5 8"0 PUDD AT FACIA &SOFFIT INFO. ALF INE TRUSS TIE 61 G.C. LE WELD\\ DO N TO STEEL BY TRUSS ENGINEER REG No. 01062 M T.O. JOIST SEE PLAN OWNFASHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE v ARE AND SHWl REAWN THE PROPERTY OF THE 2" ARCHITECT WHETHER THE PROJECT' 'DO PRE PLATE 10"x6" W/ (2) MADE FOR IS DEDIM OR NOT. THEY SHWL 1 /2"0 x6" LONG H.S. NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT EV AGREB W IN D WRITING AND WITH APPROPRIATE COMPENSATION LOCATE STIRRUPS TO TO THE ARCHITECT. MISS JOIST POCKET L4x4x1/4"x CONT. CLIP LEG ® JOIST -ATTACH ANGLE TO WALL W/ 1/2"0 EXP. ANCHORS W/ MIN 5" EMBEDMENT ® 2'-6" o.c. (MAX.) SECTION 4 3/4"=1'-0" c'-6 O'Donnell, Noccorato, Mignogna Jackson STRUCTURAL ENGINEERS 32115TH STREET, SUITE 200 LIC, #0004386 WEST PALM BEACH, FLORIDA 33401 (561)835.9994 FAX)561)835.8255 JOB # 341.012 VARIABLE VOLUME BOX SCHEDULE BOX B AHU No TOTAL AIR CFM MIN. AIR CFM MAX. AVAILABLE NLET STATIC PRESS IN. OF W.G. INLET SIZE IN DIAMETER FAN HP HEATING COIL CAP. KW & STEPS ELECTRICAL SERVICE AVAILABLE MANUFACTURER & MODEL No. 81-1 1 1320 440 --- 12 --- 3, 1 208/3/80 TRANE VCEF 01-2 1 1000 330 --- 10 --- 2, 1 208/3/50 TRANE VCEF 81-3 1 1200 400 --- 12 --- 2, 1 208/3/80 TRANS VCEF 81-4 1 690 230 --- 10 --- 1.5, 1 208/3/60 TRANE VCEF 81-5 1 400 130 --- 8 --- 1, 1 205/3/50 TRANE VCEF 81-6 1 1470 300 --- 12 --- 2, 1 208/3/60 TRANE VCEF 81-7 1 700 230 --- 10 --- 2, 1 208/3/60 TRANE VCEF B1-8 1 600 0 --- 8 --- --- 120/1/60 TRANE VCCF B1-9 1 410 0 --- 8 --- --- 120/1/50 TRANE VCCF 81-10 1 400 0 --- 8 --- --- 120/l/60 TRANE VCCF B1-OA 1 Sao Sao --- 10 --- --- 120/1/60 TRANE VCCF D ALL BOXES SHALL BE PRESSURE INDEPENDANT W/DDC CONTROLS. Q ALL BOXES AND HEATERS SHOW BE PROVIDED WITH SEPARATE CONTROL TRANSFORMERS, DO NOT POWER BOX CONTROLS FROM HEATER TRANSFORMERS. VARIABLE VOLUME BOX SCHEDULE BOX / AHU No TOTAL AIR CFM MIN. AIR CFM MAX. AVAILABLE NLET STATIC PRESS IN. OF W.G. INLET SIZE IN DIAMETER FAN HP HEATING COIL CAP. KW & STEPS ELECTRICAL SERVICE AVAILABLE MANUFACTURER & MODEL No. 82-1 2 300 100 --- --- --- 1.1 208/3/60 TRANE VCEF 82-2 2 450 ISO --- --- -__ 2.1 208/3/60 TRANE VCEF 82-3 2 650 220 --- --- --- 2.1 208/3/60 TRANE VCEF 82-4 2 1190 4DO --- --- --- 2,1 208/3/60 TRANE VCEF 82-5 2 840 260 --- --- --- 2,1 208/3/60 TRANE VCEF 82-8 2 950 320 --- --- --- 3.1 2DB/3/60 TRANE VCGF B2-7 2 550 180 --- --- --- 1,1 208/3/60 TRANE VCEF 82-8 2 520 0 --- --- --- 120/1/60 TRANE VCCF 82-9 2 520 0 --- --- --- --- 120/1/60 THANE VCCF B2-10 2 850 0 --- --- --- --- 120/1/60 TRANE VCCF 82-11 2 280 0 --- --- --- --- 120/1/60 TRANE VCCF B2-12 2 880 0 --- --- --- --- 120/1/60 TRANE VCCF 82-OA 2 1000 1000 --- 10 --- --- 120/1/60 TRANE VCCF 0 ALL BOXES SHALL BE PRESSURE INDEPENDANT W/DDC CONTROLS, O ALL BOXES AND HEATERS SHOW BE PROVIDED WITH SEPARATE CONTROL TRANSFORMERS, Do NOT POWER BOX CONTROLS FROM HEATER TRANSFORMERS. VARIABLE VOLUME BOX SCHEDULE BOX III AHU AHU TOTAL AIR OFM MIN. AIR CFM MAX. AVAILABLE NLET STATIC PRESS IN. OF W.G. INLET SIZE IN DIAMETER FAN HP HEATING COIL CAP. KW &STEPS ELECTRICAL SERVICE AVAILABLE MANUFACTURER & MODEL No. 83-1 3 1050 340 --- 10 --- 2,1 208/3/60 TRANE VCEF 83-2 3 750 250 --- 10 --- 2.1 208/3/60 TRANE VCEF 53-3 3 700 230 --- 10 --- 2.1 208/3/60 TRANE VCEF 83-4 3 1200 400 --- 12 --- 3.1 ZOB/3/60 TRANE VCEF B3-5 3 logo 300 --- 10 --- 2,1 208/3/80 TRANE VCEF B3-6 3 330 110 --- 8 --- 1.1 208/3/50 TRANE VCEF B3-7 3 1500 400 --- 12 --- 2,1 208/3/60 TRANE VCEF B3-8 3 1000 330 --- 10 --- 2,1 208/3/60 TRANE VCEF B3-9 3 650 210 --- 10 --- 3,1 208/3/60 TRANE VCEF B3-10 3 250 0 --- 6 ___ --- 120/1/60 TRANE VCCF B3-GA 3 840 O ___ 10 ___ ___ 120/l/60 TRANE VCCF F-1_1 120/l/60 D ALL BOXES SMALL BE PRESSURE INDEPENDANT W/DDC CONTROLS. O ALL BOXES AND HEATERS SHOW BE PROVIDED WITH SEPARATE CONTROL TRANSFORMERS, DO NOT POWER BOX CONTROLS FROM HEATER TRANSFORMERS. VARIABLE VOLUME BOX SCHEDULE BOX A AHU No. TOTAL AIR CFM MIN. AIR CFM MAX. AVAILABLE NLET STATIC P IN. OF W.O. INLET SIZE IN DIAMETER FAN HP HEATING COIL CAP. KW &STEPS ELECTRICAL SERVICE AVAILABLE MANUFACTURER & MODEL No. B4-1 AHU-4 400 0 --- 8 --- --- 120/l/60 TRANE VCCF 84-2 AHU-4 450 0 ___ 8 ___ ___ 120/l/60 TRANE VCCF 84-OA AHU-4 840 0 --- 10 --- --- 120/l/60 TRANE VCCF 1O ALL BOXES SHAD, BE PRESSURE INDEPENDANT W/DDC CONTROLS. O ALL BOXES AND HEATERS SHOW BE PROVIDED WITH SEPARATE CONTROL TRANSFORMERS, DO NOT POWER BOX CONTROLS FROM HEATER TRANSFORMERS. VENTILATION FAN SCHEDULE UNIT DESIGNATION TEF-1 TEF-2 TEF-3 WEF-1 OAF-1 OAF-2 OAF-3 OAF-4 AREA SERVED SOUTH TOILETS NORTH TOILETS NORTHEAST TOILETS PUMP ROOM AHU-1 O/A AHU-2 O/A AHU-3 O/A AHU-4 O/A OPERATING WEIGHT, LEIS 50 50 20 40 95 95 95 95 LOCATION ROOF ROOF CEILING WALL CEILING CEILING CEILING CEUNG FAN TYPE ROOF EXH. ROOF EXH. ICLO. BLOWER WALL EXH. IN LINE IN RNE IN LINE IN LINE TOTAL AIR, CFM 450 600 50 500 850 1000 160 960 DRIVE TYPE DIRECT DIRECT DIRECT DIRECT BELT BELT BELT BELT FAN YMEEL TYPE CENIRIF. CENTRIF. CENTRIF. PROP, CENTRIF. CENTRIF. CENTRIF. CENTRIF. FAN TIP SPEED, FPM MAX. ___ ___ ___ _-_ FAN SPEED, RPM --- -__ --_ _ TOTAL STATIC PRESSURE, IN OF WATER .6 .5 A .25 1.0 1.0 1.0 1.0 k FAN MOTOR HP. (NON -OVERLOAD) 1/4 1/4 38 WATTS 1/6 1/2 1/2 1/2 1/2 FAN MOTOR STARTER TYPE MXL MXL MRS MRS MXL MXL jMXL MXL STARTER FURNISHED BY MC MC MC MC MC MC MC MC ELECTRICAL SERVICE AVAILABLE 120/1/60 120 1 60 120/1/60 120 1 60 206/3/80 208/3/60 206/3 80 206 3/60 MASONARY OPENING REQUIRED ___ ___ DESIGN MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL NUMBER G-121-A G-121-A SPB-50 SE-1-12- - 9SQ120 BS0120 BSQ120 BS0120 SERVICE SWITCH YES YES YES IYES YES YES .-- YES YES SMOKE DETECTOR ( U.L APPROVED } NO NO NO NO NO NO NO NO FIRE DAMPER NO NO NO NO NO NO NO NO CONSTRUCTION ALUM. ALUM. STEEL STEEL STEEL STEEL STEEL STEEL MULTIBLADE BACKDRAFT DAMPER YES YES YES YES NO NO NO NO BIRDSCREEN YES YES NO YES NO NO NO NO SOLID STATE SPEED CONTROL (FOR BALANCE) YES YES NO YES NO NO NO NO THERMOSTAT CONTROL NO NO NO YES NO NO NO NO FACTORY FABRICATED CURB YES 14' H. YES le H. NO NO NO NO NO NO FILTER AND FILTER FRAME NO NO NO NO lyps YES YES YES AIR DISTRIBUTION SCHEDULE SIMBOL USE TYPE ACCESORIES DESIGN MANUFACTURER & MODEL Mm CEILING 2X2 LAY IN O SUPPLY AIR DIFFUSER INSULATED BACK, OBD METAL AIRE, SERIES 5500 O EXHAUST AIR CEILING REGISTER O.B.D. METAL AIRE CC5 O SUPPLY AIR SIDEWALL O.B.D. REGISTER METAL AIRE VHD Op RETURN AIR CEILING FILTER 2X2 LAY IN GRILLE 1" FILTER METAL AIRE CGS FB O RETURN AIR WALL FILTER SURFACE MOUNT GRILLE 1" FILTER METAL AIRE CC5 FB OUTSIDE AM CALCULATIONS AS PER ASHRAE 82-89 AREA DESIGNATION FLOOR AREA PERSONS 100 FT2 TOTAL PERSONS CFM / PERSONS CFM FT2 CFM REQUIRED CFM PROVIDED SYSTEM DESIGNATION GROUND FL SOUTH OFF. 6145 7 44 20 --- Sao B80 AHU-1 GROUND FL NORTH OFF. 6970 7 50 20 --- 1000 1000 AHU-2 SECOND FL SOUTH OFF. 5940 7 42 20 --- 840 840 AHU-3 SECOND FL NORTH OFF. ONO 7 48 1 20 1 --- 1960 1960 AHU-4 CHILLED WATER PUMP SCHEDULE UNIT DESIGNATION PRIMARY PUMP CHP-1 STAND BY PUMP CHP-2 LOCATION PUMP ROOM AT SITE PUMP SERVICE CHILLED WATER PUMP TYPE VERTICAL WATER FLOW, GPM 215 LL)) TOTAL DYNAMIC HEAD, FT. OF WATER 100 Z PUMP SPEED, RPM (MAX) 1800 U- a DESIGN EFFICIENCY, % (MIN.) 74 DESIGN PRESSURE, PSIG 150 MOTOR TYPE ODP 0_ o MOTOR SIZE, HP 10 O ELECTRICAL SERVICE AVAILABLE 208/3/60 VIBRATION ISOLATOR TYPE SPRING MIN. STATIC DEFLECTION, IN. 1" DESIGN MANUFACTURER ARMSTRONG MODEL NUMBER 4300 SERIES 3X3X10 AIR HANDLING UNIT SCHEDULE UNIT DESIGNATION AHU-1 AHU-2 AHU-3 AHU-4 AREA SERVED GR. FL SOUTH GR. FL NORTH SECOND FL SOUTH SECOND FL NORTH LOCATION MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM UNIT TYPE VDT VDT VDT VDT UNIT WEIGHT, LBS. ___ ___ ___ TOTAL AIR, CFM. 7000 6400 6950 6500 VENT AIR, CFM MAX./MIN. 880 880 1000 1000 840 840 960 960 zd EXT. STATIC PRESS., IN. OF H2O (2) 1.5 1.5 1.5 1.5 TYPE FC FC FC FC OUTLET VELOCITY, FPM DRIVE TYPE/ MAX. FAN RPM BELT --- BELT --- BELT --- BELT --- MOTOR TYPE NOMINAL HP 10 10 i MAX. SPEED RPM _08 ELECTRICAL CHARACTERISTICS Y/HZ/V 23 208/3/60 208 3 60 208/3/60 KW / BTU/HR ___ ___ ___ S STAGES / KW PER STAGE --- --- --- --- AIR PRESSURE DROP, IN H2O (MAX.) FACE VELOCITY, FPM MAX. DESIGN AIR ACROSS COIL CFM TOTAL CAPACITY, BTU/HR c� SENSIBLE CAPACITY, BTU/HR j ENTERING WATER TEMP. W F (MAX.) 44 g WATER FLOW, G.P.M. WATER PRESSURE DROP, FT. H2O (MAX.) 20 go 20 ENTERING AIR TEMP., 'F DB/'F WB 9 LEAVING AIR TEMP., 'F DB/'F WB -_- --_ --- --- FILTER TYPE FLAT FLAT FLAT FLAT DEPTH, IN. 2' 2• 2• 2' I� P.D. INCHES H2O, CLEAN/DIRTY .25/-- .25/-- .25/-- .25/-- EFFICIENCY 0 30 30 30 COSATRON MODEL No. PRE -FILTER TYPE (No.) SIZE H X W X D--- DESIGN MANUFACTURER TRANE TRANS TRANE TRANE DESIGN MANUFACTURER MODEL MCC17 M1 7 MCC17 MCC77 REMARKS SEE BELOW SEE BELOW SEE BELOW SEE BELOW 1) YNUVIUG JLUV4U INSULAIGU WAINLLJ me6L UNNN VAN. 2) DOES NOT INCLUDE COIL OR FILTER. 3) PROVIDE 1" DEFLECTION INTERNAL SPRING ISOLATORS. CHILLER SCHEDULE UNIT DESIGNATION CH-1 LOCATION SITE NUMBER OF COMPRESSOR 2 0: O w MOTOR FULL LOAD/LOCKED ROTOR, AMPS 84 CKT1/62 CKT2 0_ ELECTRICAL SERVICE AVAILABLE 208/3/60 U REFRIGERANT 22 MIN. RATED CAPACITY, TONS REFRIGERANT 90 WATER FLOW, GPM 215 J ENTERING WATER TEMPERATURE, 'F --- U LEAVING WATER TEMPERATURE, OF 44 WATER PRESSURE DROP, FT. OF WATER --- AMBIENT AIR TEMP. OF 95 O Z UO No. FANS / H.P. EA. 9/1 EER/IPLV 9.9/12.0 TOTAL UNIT FLA/MAX FUSE 428/600 DESIGN MANUFACTURER TRANE MODEL NUMBER RTAA 90 PROVIDE THE FOLLOWING OPTIONS: 1. 'BLUE FIN' CONDENSER COIL COATING. 2. CONTROL POWER TRANSFORMER. 3. MECH. DISCONNECT SWITCH. 4. 5 YEAR COMPRESSOR WARRANTEE. 5. UNIT SHALL BE CAPABLE OF INTERFACING WITH CONTROL SYSTEMS AS SPECIFIED. I HVAC SYMBOL LEGEND I ® SUPPLY DUCT RETURN/EXHAUST DUCT 11%1{ FLEXIBLE DUCT, PROVIDE 12X12 ACCESS PANEL FOR BALANCE DAMPER AS REQUIRED ELBOW WITH VANES VO �-{- MANUAL VOLUME DAMPER,^PROM - SOD I SMOKE DETECTOR ER CEILING EXHAUST FAN RETURN REGISTER OR GRILLE OTHERMOSTAT SA SUPPLY AIR RA RETURN AIR EA EXHAUST AIR QA OUTDOOR AIR AFF ABOVE FINISH FLOOR CFM CUBIC FEET PER MINUTE AHU AIR HANDLING UNIT MVD MANUAL VOLUME DAMPER -0 FD FIRE DAMPER CU CONDENSING UNIT L-L VAV BOX (TYPICAL), PROVIDE 18X18 ACCESS PANEL FOR BALANCING THE BOX AS RQED L-L VAV BOX WITH HEATER, PROVIDE lam ACCESS PANEL FOR BALANCING THE BOX AS RQED ® I CEILING DIFFUSER GENERAL NOTES - HVAC 1. ALL WORK SHALL CONFORM WITH THE FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. 2. CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE PROJECT. 3. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THE MECHANICAL SYSTEMS. 4. PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS. MANUALS TO BE SUBMITTED TO ARCHITECT/ENGINEER FOR ACCEPTANCE. 5. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE OF THE ARCHITECT/ ENGINEER BEFORE PROCEEDING WITH THE PURCHASE OR INSTALLATION OF EQUIPMENT AND MATERIALS. 6. LABEL AND IDENTIFY ALL EQUIPMENT AND CONTROLS. 7. ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB -CONTRACTOR. WIRING SHALL BE AS PER THE ELECTRICAL SPECIFICATIONS. MECHANICAL SUB -CONTRACTOR TO FURNISH ALL RELAYS, STARTERS, ETC. THE MECHANICAL CONTRACTOR SHALL CONTRACT THE SERVICES OF AN ELECTRICAL CONTROLS SUB- CONTRACTOR TO INSTALL HVAC CONTROL SYSTEMS. B. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC. 9. BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES INDICATED ON DRAWINGS. SUBMIT FINAL TEST AND BALANCE REPORT TO OWNER FOR ACCEPTANCE. BALANCING SHALL BE PERFORMED BY A RECOGNIZED TESTING AND AS PER NEBB AND AABC STANDARDS. 10. ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATIONS AND COORDINATED WITH ALL OTHER TRADES. 11. A/C CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT. 12. ALL SIZES SHOWN FOR DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS. 13. INSTALL ALL EQUIPMENT PER MFGRS. RECOMMENDATIONS. 14. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL DESIGNED CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE. SEAL ALL DUCTWORK SEAMS, LONGITUDINAL AND TRANSVERSE, WITH DUCT TAPE AND MASTIC, ALL DUCTWORK DOWNSTREAM OF THE POINT OF CONNECTION TO VARIABLE AIR VOLUME AIR HANDLING UNITS OUTLET AND UPSTREAM OF VAV BOXES SHALL BE MEDIUM PRESSURE TYPE RATED FOR UP TO 6" W.C. AND OVER 2,000 FPM AIR VELOCITY. DUCTWORK DOWNSTREAM OF VAV BOXES SHALL BE LOW PRESSURE TYPE RATED TO 2" IN W.C. AND 2000 FPM. ALL OTHER DUCTWORK SHALL BE GALVANIZED SHEET METAL MINIMUM 24 GAUGE. 15. INSULATE METAL SUPPLY AND RETURN DUCTS WITH 1.5" TH1CK U.L. DUCT WRAP R-4.2 MINIMUM. INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. INTERNALLY LINE ALL RETURN AIR DUCTS AND SUPPLY DUCTS TO 20' FROM THE UNIT DISCHARGE. PROVIDE 1" U.L DUCT LINER INSTALL AS PER MFGR'S RECOMMENDATIONS. 16. PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE EXTRACTORS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT, AND WHERE SHOWN ON DRAWINGS. 17. UNLESS NOTED OTHERWISE, BRANCH DUCTS SHALL BE SAME SIZE AS DIFFUSER NECKS. 18. LOCATE ELECTRIC HEATERS TO PROVIDE ADEQUATE ACCESS AND CLEARANCES AT FRONT OF CONTROL PANEL FOR MAINTENANCE IN ACCORDANCE WITH CODES. 19. ELECTRIC HEATERS SHALL BE UL LABELED, COMPLY WITH NATIONAL ELECTRIC CODE AND INCLUDE PRIMARY THERMAL SAFETY DEVICE, AUTOMATIC RESET THERMAL CUT-OUT, SECONDARY SAFETY THERMAL DEVICE, PRESSURE TYPE AIR FLOW SAFETY SWITCH, SILENT MAGNETIC TYPE CONTROL CONTACTOR, CLASS I CONTROL TRANSFORMER (24 OR 120 VOLTS) WITH PRIMARY AND SECONDARY FUSING. 20, VARIABLE AIR VOLUME BOXES: THROTTLING TYPE, PRESSURE INDEPENDENT INTERNALLY LINED, WITH DDC CONTROLS AND WALL MOUNTED THERMOSTAT. 21. REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE L HARD OR SOFT DRAWN OR ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER SHALL BE 95/5, APPLIED WITH SUITABLE FLUX. WHERE EXPOSED, REFRIGERANT PIPING SHALL BE HARD DRAWN ONLY. 22. PROVIDE FOR EACH REFRIGERANT SYSTEM, THERMOSTATIC EXPANSION VALVES WITH EXTERNAL EQUALIZERS, SERVICEABLE LIQUID REFRIGERANT FILTER WITH ISOLATION VALVES, MOISTURE INDICATOR, PURGER AND CHARGING FITTINGS, AND SHUT OFF VALVES AT CONDENSING UNITS. 23. INSULATE REFRIGERANT SUCTION PIPING WITH 3/4" FIRE RESISTANT CLOSED CELL POLYETHYLENE PREMOLDED PIPE INSULATION. 24. ALL REFRIGERANT COMPRESSORS SHALL BE WARRANTED FOR A MINIMUM OF 5 YEARS AFTER DATE OF ACCEPTANCE THE PROJECT. 25. PROVIDE ROOF SUPPORT FOR CONDENSING UNITS AND REFRIGERANT PIPING. ALL STEEL SUPPORTS EXPOSED TO WEATHER SHALL BE GALVANIZED AFTER FABRICATION. HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL 26. MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR TO MAKE SURE THAT NO ELECTRICAL CONDUITS ARE INSTALLED PRIOR TO THE DUCTS BEING HUNG, WHERE THE CONDUITS MAY INTERFERE WITH THE REQUIRED DUCT CLEARANCES IN THE CEILING SPACES. GRAVITY TYPE PLUMBING PIPING TAKES PRECEDENCE OVER OTHER TRADES. PLUMBING PRESSURE PIPING AND FIRE PROTECTION PIPING MAY BE OFFSET TO CLEAR DUCTWORK AS REQUIRED. 27. NEW ABOVE GROUND CHILLED WATER PIPES SHALL BE SEAMLESS SCHEDULE 40 BLACK STEEL OF DOMESTIC MANUFACTURE. VALVES SHALL BE BRONZE RATED TO 250 PSI. INSULATED WITH PITTSBURGH CORNING CLOSED CELL INSULATION, 1.5" THICK, R-6.0 MIN. INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. INSULATE EXPANSION TANK. NEW UNDERGROUND CHILLED WATER PIPING SHALL BE PREINSULATED TYPE AS MFGR. BY RICWIL OR ROVANCO. PIPES SHALL BE SEAMLESS SCHEDULE 40 BLACKSTEEL OF DOMESTIC MANUFACTURE, PIPING SHALL BE INSULATED WITH 2" CLOSED CELL j INSULATION WITH PVC JACKET. INSTALL AS PER MFGR. RECOMMENDATIONS. -ARCHITECTS *INTERIORS -PLANNERS INCORPORATE D ICK GONZALEZ, A.I.A. RESIDENT AR-0014172 20 S. DIXIE HIGHWAY, SUITE 201 VEST PALM BEACH ' L 0 R I D A 33401 111: (561)-659-2383 ,AX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER I AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. iANICAL SPECIFICATIONS SCHEDULES NO. ATE 08-07-02 SCALE AS NOTED DRAWN LN NECKED G No. AND lSE OF THESE DOCU OM & =DNS AS BSTRUMM OF SERVICE AND SHALL AEUAII THE PROPERTY OF THE MMW WHEMER THE PROJECT TIO ARE WX FOR 6 DIEWIFD OR NOT THEY SHALL BE USED OY THE OWNER OR DRIBS ON P7W FOR AODRDHS 7D THISERC 4 w ASTIN ARCHITECT. 1 4Y: 9 ' < M-1 CONT. SEE DWG M3 4 \4•m 4"0 ENLARGED PARTIAL SITE PLAN 1/8 0$= 1 '-0" N. PROVIDE EXPANSION LOOP AS PER PIPING MFGRS RECOMENDATIONS 0 ci PREINSULATED UN ROUND CHILLED SUPPLY AND R PIPES. / 0 CD HVAC LAYOUT IN THIS AR ENLARGED PLAN ON THIS 17 0 CC) 0 j -ARCHITECTS *INTERIORS • P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT' AR-0014172 120 S. DI)a HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarchcom CORPORATION NUMBER AA-0002447 �3 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE FP. SITE PLAN - MECHANICAL REVISIONS NO. PERMIT SET ISSUED JANUARY 31 2003 DATE 08-07-02 SCALE AS NOTED DRAWN IN /YTTIIiTTT\ REG No. ONMERSHIP AND USE OF THESE DOWMMNIS h SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR 6 ENECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, OM W AORRMN 1N WRITING AND WITH APPROPRIATE COMMUMN TO THE ARCHITECT. 0 m m 1 2l I 1202 A \ I I 10• "0 I 6 15 8 0 1THT — I _ P A \\ II 93 C NOTE: NG A RETURN L DO T / %/ �/ \\ \\ \\ .\\ I ° 10x1 PRO COMBUSTIB IN P / / '/ \ \ a $ ALL T SPREAD 2 / 0 � A- , PROM - // - — - - - - - IN ALLS ABOVE G AS REQUIRED /. / 3" T SFER AIR A VEL OF 300 FP / W K., SEAL A PLENUM B N TES W MASTC / PORCH \ o 0 8 0 30 9x \ \ Q O CFM .. / \\ o o 4 1 " 1 2 I CF \\\ A a 1./ \\\\\ AL o p 11 a 1 \\ 0 ® ---- STAI l / 2 o \ _ x 0 /r 124x18 1 3 9x9 A 9x9 I g 4 1 of uorCHI 1 11 i / x1 v� \� F — 0,01 01 A 6x6 I 04 3 9X9 RESEAgCH 4 /. A 12X12 i / o oPE 2 8x8 6 2- ' 2" / 1 1 1 0 000 CFM \\ / 2 Ly - 4 0 UN \ 12 1 "� tu lul/ \ \ 1OX8 4 AT 0 8 3.0 FD Ue g S.E ✓/// EVATOR / 3" MECHANICAL t CFM ORCH 10 1 0 0 11 g \w g A 21202 x9 2' 300 CFM E.A 1514 4 1 g 10" 6x6 o A x / x2 4 0 / C P TRI [-Z �/ / 2-1/ AHU r i IHANIC L / _ D R O ® MI R 1 GN10 °i 11 6 X NI U 64 tox RkR o 1 1 0 2 12x12 A 60 E. Ox12 A 12x1 o RO M 1 1202 A 12 v - " 12x1 UC 1- 22x12FM A HVAC KEY NOTES A — 6 C A O INTERNALLY LINED RETURN AIR INTAKE DUCT OPEN ENDED ABOVE CEILING —#z UR ® 3 O 36X24 INTAKE LOUVER WITH 24'DEEP PLENUM. LOWER SHALL BE DADE D 22x22 Q TI COUNTY PRODUCT APPROVED 10" O SMOKE DETECTOR 7 1 A 2( 52 X 4 3OX6 OUTDOOR AIR DUCT ON TO AND TURNED INTO FILTER BANK 0 1 02 12x12 o 5 CHILLED WATER PIPES IN CEIUNG A 6 TOILET EXHAUST DUCT UP THROUGH SECOND FLOOR SLAB WITH FIRE DAMPER ° S 7 CHILLED WATER PIPES UP TO 2ND FLOOR 1 A 9>}9 1 X1O 12 8 REFRIGERANT PIPES UP TO 2ND FLOOR C FM E_ 12 _ _ FULL SIZE EXHAUST DUCT UP THROUGH ROOF TO EXHAUST FAN C 2 3 o YO REFRIGERANT PIPES THROUGH ROOF IN PIPE CURB (SEE DETAIL) iAUIA 8 0 3 1 1 SUM LINE TYPE FIRE DAMPER AT GRILLE 12x12 A 1© BOUNDRY OF RETURN AIR PLENUM I^ 13 12x12 RETURN AIR OPENING ABOVE CEILING WITH FIRE DAMPER o r o 14 BRANCH DUCT TO BOX, SAME SIZE AS BOX INLET. (TYP.) 1 5 PROVIDE 1" THICK INSULATED BACK FOR THERMOSTAT 16 TOILET EXHAUST DUCT TO WALL CAP WITH WIRE MESH SCREEN F-E min TAIR A 1© CHILLED WATER PIPING UP AND INTO RATED ENCLOSURE IN STAIR SHAFT, AND INTO CEILING SPACE. I 4800' 306 ,4 [Za Yl I"wI■■l ■■■1■1■►: III I I■1■1■■1 12I0I■1■■ Mumma 0 4 Ein 1T 1R C A 4"0 FOR CONT. SEE DWG M2 '2 9"4 I CFM E.A A I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALiWI BEACH F L 0 R I D A 33401 PH: (561)-659-2383 FAX: (561).659-5546 mail@regarch,com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE FL FIRST FLOOR PLAN- ,.,, DATE 08-07-02 SCALE 1/8"=1'-0" DRAWN LN CHECKED REG No. OwNER39P AND USE OF THESE DOCUMENTS SPECFICATUDNS AS INSIRIIMMIS OF SOW ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHRELT WHETHER THE PROJECT THEY ARE MADE FOR fS EXECUTED OR NOT. THEY SHN.L NOT BE LW) BY THE OWNER OR OTHERS ON DIM PROJECTS OR FOR ADDITIONS TO , THIS PROJECT BY OTHERS, E1WT BY April IN WRNNG AND WITH APPRMIE COMFEI&Tft TO THE ARUHTM. I' } RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY; SUITE 201 WEST PALM BEACH FL0RIDA33401', PH: (561)'-659-2383 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST,, LUCIE SECT 61 TRACT K' PORT ST.' LUCIE Fl. SECOND FLOOR PLAN - MECHANICAL REVISIONS I NO. DATE 08-07-02 SCALE 1/811=11-0t1 DRAWN LN CHECKED pop ] L' 1 om � r r /• 1 -r. 1 1 'M, C m 19 1.4 COND UNIT I !i II 2 I, I I I II �I I �I I HVAC KEY NOTES (Jl FULL SIZE EXHAUST DUCT UP THROUGH ROOF TO EXHAUST FAN O REFRIGERANT PIPES THROUGH ROOF IN PII'E CURB (SEE DETAIL) O3 OUTLINE OF 10-0" X S-0- ROOF MOUNTED RAILS FOR CACU AND FUTURE CONDENSING UNIT 71 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561)-659 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 V -- 4,11 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE A. ROOF PLAN - MECHANICAL REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN LN CHECKED REG No. --- GAUGE COCKS SIGHT GLASS — RELIEF VALVE — EXPANSION TANK 50 GALLONS LOCATE TANK AT AHU-4 MECHANICAL ROOM UNION (TYPICAL) -- PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE STRAINER WI 3 4" MALE DRAIN FTG. �— GATE VALVE TYPICAL) SOFT SEAT CHECK VALVE HARD SEAT CHECK VALVE GLOBE VALVE 1" TO SYSTEM CHILLED WATER EXPANSION TANK PIPING DETAIL N.T.S. CHILLED WATER CHEMICAL POT F SEE DETAIL ON (A) RETAINING ANGLES: MINIMUM 1 1/2" X 1 1/2" X 0.054 (16 go) (B) CLEARANCE 1/8" PER LINEAR FOOT BOTH DIMENSIONS (C) STEEL SLEEVE: SLEEVE THICKNESS NOT TO BE LESS THAN DUCT GAGE DUCT DIMENSION MINIMUM SLEEVE THICKNESS (IN DIAMETER OR SLEEVE UNCOATED RECTANGULAR DIMENSION) GAGE STEEL 12" DOWN 26 .018" 13" - 30" 24 .024" 31" - 54" 22 .030" 55" - 84" 20 .036" 85" - UP 18 .047" (D) APPROVED FIRE DAMPER (CURTAIN OR BLADE TYPE) (E) SECURE RETAINING ANGLES TO SLEEVE ONLY ON 8" CENTERS WITH; 1. 1/2" LONG WELDS. OR 2. 1/4" BOLTS AND NUTS. OR 3. NO. 10 STEEL SCREWS. OR 4. MINIMUM 3/16" STEEL RIBETS (F) SECURE DAMPER TO SLEEVE ON 8" CENTER WITH: 6" MAX. 1. 1/2" LONG WELDS. OR EACH SIDE 2. 1/4" BULTS AND NUTS IN HOLES PROVIDED. OR 3. NO. 10 STEEL SCREWS. OR 4. MINIMUM 3/16" STEEL RIBETS (G) SECURE DUCT TO SLEEVE WITH A CONNECTION AS SHOWN PLAIN "S" SLIP i D STANDING S JOINTS SHALL BE CONSISTENT WITH DESIGNATIONS FOR DUCT PRESSURE CLASSIFICATION. NOTES: DUCT MAY ATTACH TO SLEEVE OR DAMPER- (G) TYPICAL GAGE MP.) CHILLED WATER PIPING DIAGRAM N.T.S. NOTE: PROVIDE AUTOMATIC AIR VENTS IN CHWS, CHWR AT SYSTEM HIGH POINTS (TYPICAL) (C) (D) (F) DUCT VERTICAL POSITION IS SHOWN; HORIZONTAL INSTALLATION IS SIMILAR OBSERVE AIR FLOW DIRECTION SPECIFIED PROVIDE ACCESS DOORS AS SPECIFIED FOLLOW INSTALLATION INSTRUCTION FOR FUSIBLE LINKS RETAINING ANGLES MUST LAP STRUCTURAL OPENING 1" MINIMUM AND COVER CORNERS OF OPENINGS. ANGLES MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS. FIRE DAMPER INSTALLATION DETAILS N.T.S. COMPUTER RM. AC UNIT SCHEDULE UNIT DESIGNATION CAC -I & 2 AREA SERVED COMPUTER RGGM LOCATION SEE PLANS OPERATING WEIGHT 1000 DESIGN MANUFACTURER UEBERT MODEL NO. MME024E-OEOO SEER, MIN. &5 TOTAL AIR, CFM 800 VENT AIR, CFM NONE z �E EXT. STATIC PRESS., INCHES OF H2O .3 FAN MOTOR H.P. (NON -OVERLOAD) 1/2 ELECTRICAL SERVICE AVAILABLE 208V - 1 0 - 60 NO. OF COMPRESSORS 1 z 0 U DESIGN AIR ACROSS COIL, CFM 4000 z GRAND TOTAL CAPACITY, BTUH 22,700 0 0 o TOTAL SENSIBLE CAPACITY, BTUH 18,800 ENTERING AIR TEMP. OF DB/WB 72/60 COIL MODEL NO. --- FILTER TYPE & THICKNESS TA, Y r, QUANTITY AND SIZE 1, -- HEAT COIL TYPE ELECTRIC w ELECTRICAL SERVICE AVAILABLE 208V - 10 - 60 AUXILIARY ELECTRIC HEAT. KW 4.7 STAGES AND KW/STAGE 1,4,7 TOTAL UNIT MCA/MAX FUSE 33,3/45 UNIT DESIGNATION CACCU-1 & 2 TYPE OF FAN PROPFl I ER z NO. OF FANS AND HP 1 - 1/5 cO AMBIENT AIR TEMP., °DB 95 cn TOTAL UNIT MCA/MAX FUSE 12.8/25 z z NO. OF COMPRESSORS --- U REF. PIPE SIZE SUCT./LIQ. (O.D.) 7/8" 3/8" 0o CAPACITY REDUCTION 0-100%/ REHEAT 0 0 U UNIT MOCP 25 of a ELECTRICAL SERVICE AVAILABLE 206V -10 - 60 OPERATING WEIGHT 200 DESIGN MANUFACTURER UEBERT MODEL NO. MCD24AUM HANGING KIT AND CONDENSATE PUMP HUMIDISTAT/THERMOSTAT, MICROPROCESSOR CONTROLS, BMS COMMUNICATION WITH SIEMENS BMS SYSTEM (DAIL UP) 0 3 WAY AUTOMATIC CONTROL VALVE FLOW CONTROL VALVE LUBRICATED PLUG VALVE RETURN '::�2F_ 1— 5 PIPE BALL VALVE — BALL VALVE SUPPLY STRAINER WITH BLOW --OFF VALVE AUTOMATIC AIR VENT COIL PRESSURE NOTE: PIPE COIL COUNTERFLOW THERMOMETER TO AIR WELL UNION (TYP.) CHILLED WATER COIL CONNECTION DETAIL N.T.S. CONNECT TO PUMP DISCH, PIPING N (TYP.) 3/4 CONNECT TO PUMP SUCT. PIPING 3/4 STRAINER W/ BLOW DOWN VALVE FUNNEL 6" SCH. 40 PIPE 12" LONG. 1/2" TH. STEEL PLATE OR BLIND FLANGE TAPPED FOR 3/4" PIPE (TYP.) 1/2„ 3/4" CHEMICAL POT FEEDER DETAIL N.T.S. MANUAL AIR VENT DETAIL N.T.S. -ARCHITECTS °INTERIOR S -PLANNERS IN CORPORA T E D RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 0 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. MECHANICAL DETAILS REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN LN CHECKED REG No. 12"x12" OPENI REFRIG. PIPES SHEET METAL HOOD W/ WEATHERTIGHT OS AND WELDED SKIRT SHEET METAL OR FLEX -TUBE COLLAR PE PIPES AWAY FROM HOOD V. FASTENERS APPROX. 6" O.C. NOTE; PIPING HOOD PROVIDED BY THIS CONTRACTOR FLASHING BY ROOFING CONTRACTOR, ROOF PENETRATION _DETAIL FOR REFRIGERANT PIPES N.T.S. STRUCTURE ABOVE. — SUPPLY AIR DUCT SEE PLAN FOR SIZES. FLEXIBLE MEDIUM PRESSURE DUCT C.B. UNIVERSAL CONCRETE INSERTS GRINNELL FIG. 282 OR EQUAL. -- THREADED 1/4" STEEL ROD LOW PRESSURE DUCT DOUBLE LOCK NUT AIR VOLUME CONTROL ACCESS DOOR NOTE: TERMINAL UNITS SHALL BE MOUNTED SO ACCESS DOOR AND DIAL CAN BE EASILY REACHED FROM BELOW DETAIL: TYPYCAL VARIABLE AIR VOLUME BOX INSTALLATION. N.T.S. AIR DUCT (SEE PLAN VIEW) LOW FRICTION LOSS BRANCH TAKE -OFF FITTING METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY SEAL JOINT W/ DUCT SEALER AND TAPE AIR JFFLOW V DIFFUSER WITH OPPOSED BLADE DAMPER ADAPTOR ROUND TO SQUARE IF REQUIRED INSULATED FLEX. DUCT SEAL JOINT WITH DUCT SEALER AND TAPE INSULATE DIFFUSER TOPS. 1"X16 GA. STRAPPING WITH 1" RETURN BEND ON BOTTOM AND SCREWED TO SIDE OF DUCT. SUSPENDED CEILING - (SEE ARCH. DRAWINGS) 1/4" BOLTS 20" O.C. ALL AROUND (2 BOLTS ON EACH SIDE MINIMUM) — NAIL 6" O.C. MIN. PER SIDE COUNTERFLASHING PREFABRICATED FAN CURB ROOFING MATERIAL ROOF INSULATION PREFABRICATED CURB BOLTED THRU ROOF SLAB W/ 3/8" BOLTS 19" O.C. MAX. — ROOF DECK. SCREWS OR POWER ACTUATED FASTENERS. DUCT DUCT HANGER DETAIL N.T.S. r— NEOPRENE GASKET NAILER STRIP THERMAL & DAMPER SERVICE DISCONNECT SWITCH RISE TYPICAL DETAIL OF POWER ROOF EXHAUSTER N.T.S. PROVIDE RADIAL ELBOW AT SUPPLY AIR OUCT— SMOKE DETECTOR MOTOR 1 RETURN AIR FILTER SECTION 4" THICK CONCRETE PAD FLEXIBLE DUCT CONNECTION DETAIL I N.T.S. AHU MOUNTING DETAIL TYP. No Scans NOTES SEAL ALL PENETRATIONS INTO MECHANICAL ROOMS SEAL AROUND DUCTS 100TO ELCEN FIGURE 231, 239 U.L. LISTED WEDGE CLAMP CLEVIS INSULAT PIPE CO PROTEC'...,, SHIELD TYPICAL PIPE MOUNTING DETAIL N.T.S. TYP. COND. UNIT. PROVIDE 4-18 ga - 1 1/8" WIDE HURRICANE STRAPS PER CONDENSING UNIT. a.) 2-3/8" X 3/4" LONG A307 STEEL GALV. BOLTS AND NUTS FASTENED TO WEB O� ALUMINUM STAND RAIL. 2"x2N3/4" RUBBER NEOPRENE (TYP) PAD BY A/C CONTRACTOR EXAMPLES: RUBBER VIBRATION PAD 4%4"x1/4" GALV. STEEL PLATE ANCHORED TO ROOF / STRUCTURAL WITH 2-3/16" GALVANIZED STEEL BOLTS THRU DECK WITH WASHERS AND NUTS. (TYP) SPRING HANGER (BOX TYPE) WHERE SHOWN ON THIS DWG. INSULATION PIPE COVER PROTECTING SHIELD RAIL SECTION t22-1 ALUMINIUM RAIL (SEE SECTION) TYP. FILLET WELD. 1/4" x 3/4" GALVANIZED STEEL 1-1/4 "x 1- 1/4" x 3/32"\� THUMBSCREW TIGHTEN WITH TORQUE WRENCH 04 1-5/16" GALVANIZED STEEL BOLT & NUT. 1-1/2 "x 1- 1/2" x 1/8" WALL 1' x 1" x 3/32" NOTE: 1.- ALL CONSTRUCTION TO MEET ALUMINIUM ASSOCIACIATION SPECIFICATIONS. 2.- BASE AS MANUFACTURED BY R.M. ENTERPRISES, PM STAND. 3.- BASE TO HAVE DADE COUNTY PRODUCT CONTROL APPROVAL. ROOFTOP EQUIPMENT HEIGHT REQUIREMENTS WIDTH OF EQUIPMENT HEIGHT OF LEGS UP TO 24" 14" 25" TO 36" 18" 37" TO 48" 24" 49" TO 60" 30" 61" AND WIDER 48" CONDENSING UNIT ROOF DETAIL N.T.S. �lnraf� TURNING VA FOR SMACNA STANDARDS. TYPICAL 90-DEGREE VANED ELBOW DETAIL. REG " ARCHITECTS ° I N T E R I O R S ° PLANNERS INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE H. MECHANICAL DETAILS REVISIONS NO. PERMIT SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE AS NOTED DRAWN LN CHECKED REG No. ^ar 1 iism f ]'. M-7 min o e49 mD,mm PPM Typical Exhaust fan RA �•./ WE 1 INSTAL L An4IN NOTE& n [� m to )u m N n IIOIMi xnrwC PSaE .ex !ml 2/a Faxl IPIF.r �J � � Lf � a ameA Duce ox>ala taw xsx m ws 4 xw Duo nano o mr arm Km - craN uv x a T e pint FS-1 DS 1 WE 2 ,�) O YPNI /lL ¢\W W M Pilaw[ V IN! /IO VJaf'ML m mxwaxu euu s roxxm a xuc ene4traL DI � AE-1 0/!0 VRTi Irz a uru CHVS AD R����-jjjjtCCtt��,� 1 ill a/c�o -io�ew ❑ �-1 m M ❑-� SPP-1 SPP-e a a / SF -1 xPP9 -` SA // II Typkal VAV box r/ 7EC Conirsaer N L Ag L M N Modulate VAV for rin DA/Msx DPs 1 pnp yyT I-® t Outside dr. .75D4 yg L we N O ➢PS 2 �4 IN+Pi-�2.1i.a WLAN� IN A CHVR C SE e� tlIW2 a/WOl PCT WI ❑ AV AIR ).EL� AHU-1.2.3 i 4 WATERHILLED P SYSTEM eI"IfiIIT 2Wl SHMM BIB.m!!ri TEpM=S, W- REVISION HISTORYSIEMENS a ��m Admin Building 296- E -1110 00 REVISION HISTORY SIEMENS � e Aanln Building 286- E -1110 00 _.__... 2990 SW 42xd Avow Part St Wda, FL Palm SW FL 3A Puha Ply, FL 34990 _ _ _ Port S! W cie. , Smile & TeAnd4-4 ho. Pia � 51411 1223-827! t mAmW TdeMagM, Inc P� � 5111) 2 0 Variable Volume Air Handler _ 'e2� Chilled Water S tem c2Fv systen Controller Existing Simens EMS Systen xart FOi xl.xlxlxlxl......xxl.■ IIMk1UHF-4ltlpl nnnxnnxx x.�e 99 xxx'r,ce '�j, ,i ,' ■.■ OCF1 EMS systex shall be Imx Carexitoble with Exlsiting Slexens WL-t system 24 VAC 14 GME LS 11N St Lude Bcyarrnert Existing WNJ TEC-1 TE0.e TEC-1 LV t" TfP TYE -' 'F VAV Boxes (Typical Per Flow) a-D' AFF AHU Typical AE 1 1 CONTROL SCHEDULE Rml TEIPERATIAE _ EAT cm x XNM A FM fIRPLY AW— E� _ IaHBxM AIR FEAT L11-1— CLQSyract Riser K SA �Q� EMS mat bea Bract FxtaFWon of Fidsbg Slavers Syst n Q am rlLA1. All BUEa 9FEIT IT ZnEVI[rr OIIESS VAV WITH REHEAT COIL (#2022) Foctory Haunted CWWIAS REVISION HISTORY SIEMENS 29W SW 42d Aran PdM CRY, FL 31990 Admin BU9ding Part St hide. FL 296- E-1110-00 REVISION HISTORY SIEMENS 2M SW OW Awlue Pakn CA)1 FL 349W 9max Bu13p Tedaldeyla% b Pala (e61 2a3-maZ Admin Building Port St Leal% FL 296- E-1110-00 [� aL BL 12 02 1 00 a2 Shmau dddnp TaAmlada hF. Phaix (SBI 227-9P12-Im �23 . 1e * N". Fine 05 rI r Variable Volume Box Heat liar a Yax Fine (9elI n3o Network Riser with PROVIDE A COMPLETE WORKING SYSTEM ALL CONTROL WIRING AND DEVICES SHALL BE INSTALLED BY A LICSENCED ELECTRICAL CONTRACTOR HIRED BY THE CONTROLS SYSTEM VENDOR, IN THEIR CONTRACT, WIRING SHALL BE INSTALLED AS PER ELECTRICAL SPECIFICATIONS. VERIFY FINAL PROGRAMMING WITH THE OWNER PROVIDE 4 HOURS TRAINING TO OWNER'S PERSONNEL. �n SJ HFJFICIFIHt/CR'L�.PIF nnnxxxxx 'X'3K " " :..... F C �` ■nrtx■can ... a0M nnr. xgm xl. ORMIxB AIg wFElr Fnaga rr mIx)a �9b T 4W AFT CONTROL SCHEDULE Rini TE)PERATIFE a-T) SET m � POINT (Yp FULKT FWgFlM AIR SUxxLY A22 gFCIRIC _ MT NWIMM AN KT4T IJ7331:L�L•iid�IisifO REVISION HISTORY SIEMENS Admin Building 296- E-1]2M SW 42nd Avxea pert St Weia, R Pnbn aty, FL 3W hunt Bak1bg LdxabjIM Inc Frims (D l 223-a)Yd tanab awrb,x F¢a (ant) �.i-TIC Variable Volume Box `� s 6 I III tr: � b.�; RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FL0RID'A 33401 PH: (56'1)-659-2383 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-OW2447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. MECHANICAL CONTROLS REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN LN CHECKED REG No. OWNERSHIP AND USE OF THESE DOCUMENTS R SPECIFIGRIONS AS IFSTRUM DO OF SERVICE ARE AND SIOLL REMAIN THE PROPERTY OF THE ARCNRECT WHERER THE PROJECT THEY ARE WOE FOR HS TD(EWO OR NOT. THEY RWI NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDIHOF6.M THIS PROJECT BY OTHERS, ETtOW BY A00 MW IN WONO AND WITH APPROP IL CT>V09011ON TO THE ARCHITECT. INTERIOR LIGHTING CEILING MOUNTED WALL MOUNTED ®FLUORESCENT LIGHTING FIXTURE, A A - DENOTES TYPE ®E EMERGENCY FLUORESCENT LIGHTING FIXTURE, A - DENOTES TYPE A E - DENOTES EMERGENCY POWER PANEL E EMERGENCY FLUORESCENT LIGHTING FIXTURE, A - DENOTES TYPE A E - DENOTES EMERGENCY POWER PANEL ®A FLUORESCENT ONE BY FOUR LIGHTING FIXTURE, oA �iA STRIP FLUORESCENT LIGHTING FIXTURE, I-T--IA ZLWSA TRACK LIGHTING DA LIGHTING FIXTURE 'fA *A EMERGENCY LIGHTING FIXTURE IfA 7i•YE EMERGENCY LIGHTING, SELF CONTAINED c E BATTERY PACK. &EE EXIT LIGHT WITH EMERGENCY LIGHTING UNIT Y N FACADE LIGHT (&XI �X2 EXIT LIGHT WITH ARROW, LETTER DENOTES TYPE X1 - SINGLE FACE SX1 4 �X2 tN I X2 - DOUBLE FACE INTERIOR CONDUIT AND WIRE #81 #10 #8 DENOTES PHASE AND NEUTRAL IF APPLICABLE #10 DENOTES GROUNDING CONDUCTOR SIZE CONDUIT CONCEALED IN WALL OR CEILING 11C MARKS INDICATE NUMBER OF WIRES, FROM LEFT TO RIGHT: SWITCH LEG, PHASES, NEUTRAL AND GROUND CONDUIT, EXPOSED HOMERUN TO PANEL (PANEL LA CIRCUITS 2,4 LA-2,4 INDICATED) QQ JUNCTION BOX, SURFACE MOUNTED P P - POWER C - CEILING D - DATA H - HUB T - TELEPHONE F O JUNCTION BOX, WALL MOUNTED FLUSH © PULL BOX .�. CONDUIT SEAL OFF CONDUIT WITH END CAPPED FIRE ALARM DEVICES ® FIRE ALARM CONTROL PANEL ® FIRE ALARM ANNUNCIATOR PANEL FLI FIRE ALARM MANUAL STATION 04 FIRE ALARM HORN/STROBE LIGHT 04 FIRE ALARM HORN ED FIRE ALARM BELL/LIGHT [F / FIRE ALARM BUZZER FIRE ALARM STROBE LIGHT 7:t WALL MOUNTED FIRE ALARM STROBE LIGHT ® SMOKE DETECTOR ® BEAM SMOKE DETECTOR ❑ DUCT MOUNTED SMOKE DETECTOR 10 ULTRAVIOLET DETECTOR ❑H F HEAT DETECTOR F - FIXED TEMPERATURE R - RATE OF RISE RF - COMBINATION RATE OF RISE AND FIXED TEMPERATURE TAMPER SWITCH ® FLOW SWITCH DOOR HOLDER O SOLENOID VALVE CONNECTION O LIMIT SWITCH CONNECTION Or THERMOSTAT CONNECTION l'::l PNEUMATIC/ELECTRIC CONNECTION O PHOTOCELL O PRESSURE SWITCH CONNECTION 9W DUPLEX RECEPTACLE WP - WEATHERPROOF EP - EXPLOSION PROOF GF1 - GROUND FAULT INTERRUPT IG - ISOLATED GROUND ACT - ABOVE COUNTER TOP D - DEDICATED C - CLEAN POWER E - EMERGENCY qp ADRAPLEX RECEPTACLE �6-60 SPECIAL PURPOSE SINGLE RECEPTACLE WITH EMA DESIGNATION ® OOR MOUNTED RECEPTACLE 1 3 5 3 MULTI -OUTLET SURFACE RACEWAY, SIZE AND "999"P- NUMBER OF RECEPTACLES AS SCHEDULED. NUMBER INDICATES CIRCUIT. $3 WALL SWITCH 120-277 VOLT, 20 AMP, SINGLE POLE SUBSCRIPT DENOTES THE FOLLOWING: 2 - DOUBLE POLE 3-3WAY 4 - 4 WAY HP - MOTOR RATED SWITCH K - KEY OPERATED L - LOW VOLTAGE M - MOTION DETECTOR P - PILOT LIGHT WD - WALL DIMMER R - RADIO RESET SWITCH 5 OTOR CONNECTION (5 HP INDICATED) .i® ANELBOARD, SURFACE MOUNTED iANELBOARD. RECESSED 3ONNECT SWITCH NEMA DESIGNATION FUSE SIZE, UL CLASS (NF INDICATES NON -FUSED TYPE) SWITCH AMP RATING NUMBER OF POLES �2 3/100 2-1C/3R ENCLOSED CIRCUIT BREAKER NEMA DESIGNATION AIC RAZING TRIP RATING (AMPS) NUMBER OF POLES 31N MOTOR CONTROLLER L_ (NOTATION WHEN OTHER THAN ACROSS THE LINE RVA - REDUCED VOLTAGE AUTO TRANSFORMER RVR - REDUCED VOLTAGE PRIMARY RESISTOR RVW - REDUCED VOLTAGE Y/DELTA RVP - REDUCED VOLTAGE PART WINDING R - REVERSIBLE 1 INDICATES STARTER NEMA SIZE 3 INDICATES NUMBER OF POLES Ru COMBINATION STARTER NEMA DESIGNATION (� FUSE SIZE, UL CLASS SWITCH AMP RATING STARTER NEMA SIZE NUMBER OF POLES 3/15mV/3R ARIABLE FREQUENCY CONTROLLER NEMA DESIGNATION CONTROLLER TYPE C - CONSTANT TORQUE H - CONSTANT HP HP RATING NUMBER OF POLES - TT-= WIREWAY —ea--�- CABLE TRAY LUG IN OR FEEDER BUS ALL MOUNTED SINGLE FACE CLOCK D D - DOUBLE FACE CLOCK OOR GROUNDING PLATE ® iELAY CONTROL UNIT ONTACTOR ni EMERGENCY POWER OFF PUSHBUTTON STATION, RED MUSHROOM HEAD USHBUTTON STATION, 2 BUTTONS USHBUTTON STATION, 3 BUTTONS Ew XNERATOR SET Oj ANUAL TRANSFER SWITCH (TPDT) EXTERIOR NEW EXISTING �35/3 POLE, LENGTH AND CLASS AS INDICATED O _m POLE MOUNTED LIGHT FIXTURE —0 BM-2.0 < DOWN GUY -NOTED AS 8000 POUND STRENGTH, ANCHOR AT 20 FEET FROM POLE 3-25 TAT TRANSFORMER BANK POLE MOUNTED, 3-2 VAV SHOWN AS 3 PHASE, 25 KVA 25 SINGLE PHASE TRANSFORMER, POLE MOUNTED 25 SHOWN AS 25 KVA MT PAD MOUNTED TRANSFORMER, ❑T 100 SHOWN AS 100 KVA 100 DISCONNECT SWITCH, GANG OPERATED in O AUTOMATIC CIRCUIT RECLOSURE O UQ GROUND ROD W 024 LIGHTNING ROD, SHOWN AS 24" HIGH (060/2 MAST TYPE LIGHTNING PROTECTION SYSTEM, SHOWN AS 60' CLASS, 2 POLE LIGHTNING ROD ON POLE FOR SEPARATELY MOUNTED LIGHTNING PROTECTION SYSTEM MANHOLE EMH EMH - ELECTRICAL, TMH - TELEPHONE CMH - COMMUNICATIONS 4-#6 OHP 4160V OVERHEAD PRIMARY, SHOWN AS 4 #6 CONDUCTORS, — EDP — 4160 V UP UNDERGROUND PRIMARY — EUP— OHS OVERHEAD SECONDARY — EOS— US UNDERGROUND SECONDARY — EUS — UT UNDERGROUND TELEPHONE CONDUIT — EUT — OT OVERHEAD TELEPHONE — EDT — UC UNDERGROUND COMMUNICATION — EUC— OF UNDERGROUND FIBER OPTIC — EUF — G BURIED GROUND WIRE — EG — G GROUND WIRE EXPOSED — EG — G ROOF CONDUCTOR — EG — GROUND CONNECTION OR EQUIPMENT BOND No+54 D ® CR ® KP a a 0 COMMUNICATION 19 ••- ll• TELEPHONE OUTLET, SUBSCRIPT DENOTES: +54 - WALL MOUNTED AT 54" AFF P - PAY PHONE COMPUTER OUTLET, COMBINED W/VOICE INTERCOMMUNICATIONS STATION SPEAKER, CEILING MOUNTED SPEAKER, WALL MOUNTED FIXED CAMERA PAN/TILT/ZOOM CAMERA CARD READER KEY PAD MOTION DETECTOR GLASS BREAK DEVICE TV OUTLET COMMUNICATION BACKBOARD ONE -LINE POTENTIAL TRANSFORMER CIRCUIT BREAKER SURGE SUPPRESSOR CONTACT NORMAL OPEN CONTACT NORMAL CLOSED FUSE GROUND TRANSFORMER 200A, 24OV, 30, RECEPTACLE -�F-�--i>- DRAW OUT CIRCUIT BREAKER DRAW OUT FUSE C RELAY C- CURRENT TRANSFORMER DISCONNECT SWITCH --- "-0=)- DISCONNECT SWITCH WITH FUSE -- o c>-] l i LIGHTNING ARRESTOR ABBREVIATIONS AMP AMPERES AL ALUMINUM AHU AIR HANDLING UNIT BLDG BUILDING CKT CIRCUIT C CONDUIT CONN CONNECTION COND CONDUCTOR CU COPPER DET DETAIL DN DOWN DISC DISCONNECT DP DISTRIBUTION PANEL EA EACH ELEC ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EWC ELECTRICAL WATER COOLER EP EXPLOSIONPROOF F FUSE FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FLUOR FLUORESCENT GND GROUND GALV GALVANIZED GFI GROUND FAULT INTERRUPT HID HIGH INTENSITY DISCHARGE HP HORSEPOWER H HEIGHT IG ISOLATED GROUND IN INCH INC INCANDESCENT JB JUNCTION BOX KCM 1000 CIRCULAR MILS KVA KILOVOLT AMPS KVAR KILOVOLT AMPS REACTIVE KW KILOWATT KM KILOWATT HOUR LA LIGHTNING ARRESTOR LTG LIGHTING LV LOW VOLTAGE MAX MAXIMUM MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MFG MANUFACTURER MG MOTOR GENERATOR MH MANHOLE, METAL HALIDE, MOUNTING HEIGHT MIC MICROPHONE MIN MINIMUM MLO MAIN LUGS ONLY MTD MOUNTED N/A NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NITS NOT TO SCALE NO NORMALLY OPEN, NUMBER PB PULL BOX, PUSH BUTTON PH PHASE PNL PANEL POC POINT OF CONNECTION PS PULL SWITCH QTY QUANTITY RGS RIGID GALVANIZED STEEL RCPT RECEPTACLE SCH SCHEDULE SO FT SQUARE FOOT SW SWITCH SYS SYSTEM TEL TELEPHONE TPDT TRIPLE POLE, DOUBLE THROW TYP TYPICAL UH UNIT HEATER UPS UNINTERRUPTABLE POWER SUPPLY V VOLTAGE W WIRE W/ WITH W/0 WITHOUT WP WEATHERPROOF WIT WEIGHT REF REFERENCE, REFER XFMR TRANSFORMER MISCELLANEOUS 01 NOTE CALL OUT SECTION CUT 41-11 1 t- INDICATES DIRECTION SECTION IS TAKEN E7 E2 SECTION IDENTIFICATION NUMBER NUMBER OF SHEET ON WHICH SECTION IS DRAWN NUMBER OF SHEET ON WHICH SECTION IS TAKEN NORTH ARROW I F DETAIL DETAIL El E2 SCALE: 1/4" = 1'-0" NUMBER OF SHEET ON WHICH SECTION IS DRAWN NUMBER OF SHEET ON WHICH SECTION IS TAKEN ***NOTE: NOT ALL SYMBOLS APPEAR ON DWGS. 7 I 11� 1. .i i RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDM HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER L AA-0002447 IF CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY AMIN•SOUTHAn A1V1VLiL1 P02-158 Walton Road PORT STl LUCIE SECT 61 TRACT K PORT ST LUCIE Fl. ELECTRICAL SPECIFICATIONS AND SYMBOLS REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. , 1• ylU ]I 1• 1 1 4p1 1' ]• 1' 1 ]•+ 1 E-1 INSERT, TYPICA SEE DETAIL "A' 5.5"-6" 10'-0" MIN END PLUGS F.P.L. CONDUIT COMBINATION 600 STARTER 3 600 LH-20,22,24 (CH-1) COMBINATION fLQ STARTER 360 LH(P-1) -26,28,30 LH-32,34,36 (P-2) COMBINATION fQ STARTER 3 60 / EXHAUST FAN J 2 E-2 PLAN VIEW REMOVABLE TRAFFIC BARRIERS, TYPICAL 1/2" THREADED INSERT DETAIL "A$' SIDE VIEW FRONT VIEW FINISH GRADE -� T. Tn �EI H N g 10'-0" MIN END PLUGS 35" RADIUS CUSTOMER CONDUITS PROFILE VIEW 00 00 00 00 E32 ti_� TYP. RAISED CONCRETE MEDIAN TRANSFORMER PAD E-2 SCALE: NONE EXIST IZ WM I CHILLER/PUMP RM DETAIL SCALE: NONE r/ CONDUIT WITH CIRCUIT • :,;' :.>, AS SHOWN. WHERE SHOWN AS FEED-THRU. PROVIDE " TWO CONDUITS. SECURE BACK OF BOX TO 1/2" UNISTRUT BURIED 36" MINIMUM INTO GROUND. WEATHER PROOF OUTLET BOX WITH GFI RECEPTACLE AND WET LOCATION, IN -USE, CLEAR POLYCARBONATE COVER. WEATHERPROOF IN -USE, GFI OUTLET DETAIL SCALE: NONE DE 2" CLEAR, TYP. IDE 2" CLEAR OF WELDED C, TYP. #4 REINFORCING BARS 3 1/2" ABOVE GROUND EXISTING STOP SIGN CALCULATION SUMMARY- i AREA NAME IDIMENSIONS I GRID NAME 1AVE I MAX I MIN I MAX/MIN I AVE/MIN Kim Site - 11/15/02 Fc @ Grade I (+) 1.71 6,85 1 0.37 1 18.48 1 4,61 LUMINAIRE SCH DULE TYPE SYMBOL DESCRIPTION I LAMP LUMENS MOUNTING LLF QTY SA KIM LIGHTING 40OMH TYPE IV (1) 1A/AR4/400MHxxx/xx I (1) MH400/HOR/ED28 40000 25'MH POLE T1S. 0.72 2 SB KIM LIGHTING 40OMH TYPE VS (1) PT/ARCP21VW5/400MHxxx/xx (1) MS400/BU 40000 25'MH POLE Tl& 0,72 4 ASPHALT PAVEMENT WALTIGI T ROAD (150' RIOT OF -WAY) M RAISED CONCRETE MEDIAN 4 CON CRE DRIVE 1 - 18" RCPi EXIST. 5GONG, WALK II EXIST. 12" W _ 1,2' - WM EXIST. - -------------- --- -------- ---- ._.F 04s' - . - - PIS -- - -_a� T ----------- �m + 0,49 + 0S7 + OJO 0,72 0�l3 0,62 0,�0 0,4 I II I 1 1ST FLR 0,6 79 1,07 110 0, 16 KEY NOTES O STUB AND CAP 2-5" PVC CONDUI 24" ABOVE GRADE AT BASE OF PO'E. INSTALL HANDHOLE AT BASE OF PI (PROVIDED BY FPL). COORDINATE WITH FPL I I- O COODINATE PAD PLACEMENT AND w W REQUIREMENTS --WITH FPL. a o a h l- O LOCATE METER WITHIN 20 FEET OF _ TRANSFOMER. PROVIDE 1 1 /4" RGS N CONDUIT W/PULLSTRING FROM TRANSFORMER PAD WINDOW TO METER, COORDINATE W/FPL. MOUNTI METER 5 -6 ABOVE GRADE ON � 3" DIA. GALV. PIPE (CONCRETE FILLED) WITH PIPE BASE EMBEDDED 3 FEET BELOW GRADE WITH 12" OF CONCRETE ON ALL SIDES. FASIN II METER CAN TO PIPE W/STAINLESS STEEL U-BOLTS AND NUTS, I I O STUB AND CAP 2-4" PVC CONDUIT 24" ABOVE GRADE AT BASE OF POI .I INSTALL HANDHOLE AT BASE OF POLE (PROVIDED BY BELLSO.). COORDINATE WITH BELLSO. I EXIST. 4" FM_I - - - - - - EXISL 8 PVC ANITA Y SEWER i E-4 ELEC RM + + + + + + US + + 0.86 113 1.4 1 9 0.94 0.6 t 19 E-2 O m i 1,56 + U�40 83 1�3+ +5 08 I XFMR -� - US p 6 094 + 1,76 46 2.59 2 9 09 OJ1 0, I' �8 UC P 1.04 i, 5 2,56 2.9 218 1 A4 0.98 0, 5 0. I m I Q0,97 -1 � � h l 2,�36 210 2S2 212 141 0 929 0.3 0.5 1,08 1, 1, 56 1,88 204 1,96 1 2 1,20 0,91 0,70 05 + + + + + + + +7+r + + + + 015 0,87 092 0,94 095 1,08 1,20 1�3 11 11,59 13 1,03 016 0.72 0 i + + + + + + + ++ + + ++.95 M1 1.09 1.05 1,06 1191 1�21 1'40 164 1.73 1,66 1.44 .42 44 0.94 0,83 0, 1 1, 1,2 95 0,7fl II I 10' DRAINAGE I +' + + f + + + + + + + + + + + + + + + m + I (PER PEAT) l 1 1145 1,46 1.35 1,29 1,32 1,46 L74 204 2.16 2,03 1J0 1.59 L62 1,49 1,43 1.2 0.94 03+4 6 0J2 II + + + 2 + + + + + + + + + + + + + + + pp 0, 8 1.18 1,63 2.15 1.87 1.6 1,6 !I 1,8 9 2, 8 2. 8 2.17 1,4 1.6 1J2 L59+ 1. 103 018 0,4 1l4 0. I II '. 47 215 2.7 2,96 229 2,40 2,0 19 22 2, 3, 0 3 5 3, 2,65 2 29 4 1,22 0,92 + + + + + + + + + + + + + + ,3b 1,65 2,36 2,9;6 � 51 29 2.84 264 4 1,42 0.99m + + + + + + +II + + + + + + + + + + + 48 .89 255 3 3,39 ,35 2,51 28 3.40 .31 2.86 2,75 13 E, 0 1.50 101 i m� + + + + + + + + + + + + + + + + + + a 1, 1,3 5 ;94 250. 2 0 3.0 2.99 267 2,36 2�37 2,44 2,42 2,64 2.83 2,76' 2,58 2. 8 4 1,47 0199 & 14 05I 1 2 I„ I + + + + + + + + +I + + + + } + + + + + + + + + + 1, 0 1 ,3 1,3 38 1, 1,74 214 2 p 2,46 258 2,54 2.37 231' 210 2.09 2 07 2.05 2.00 2.21 260 274 2.54 199 135 092 i E-2 + + + + + + + + + + + + + + + + + + + �+- I PUMP RM PI 1.14 L29 143 1,32 1, 5 127 1,91 21 2.+59 3,23 3,48 3, 0 2 8 23 193 6 .57 57 .�4 .65 1.94 1,98 1.84 1,47 1.05 4 + + + + + + + + + + + + + + + + + + + I + 0, 2'I 96 0,94 1,15 1,30 1,4? 1,50 1,53 1,28 1,15 1,28 20 3, 4.5 A5, 4,4 3,10 120 1.36 146 '�1,33 1.07 0,80 �1 4 0 7 ;1 + + + + + + + + + + + +I 1 + + + 0a0 M 1.38 1.95 2.43 260 216 1,65 1,53 110 13 1.57 2.1$ �o + + + + + } + + ..55.4 " - ���MST, g PR�v + I}00 03 4 7 E4 11IN 06 + it 1,�1 2,+09 3, TOE -------------- --- roe 1. LTG LE -10 I I a W 5f TE FLAN SCALE: 1' = 30' rr RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (561)-659.2383 FAX: (5161).65,9-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY Off. ANNEX P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE FI. SITE PLAN ELECTRICAL REVISIONS I NO. I Y[.1\VtlLll Jl 4VVJ DATE 08-07-02 SCALE AS NOTED DRAWN DR CHECKED DKO REG No. 1' ]•.• 1 1 iy 111 ] 1 dl 1 ]• 1• 1 ]•. 1 Ff F- 18 ,I • •1 •Y •Y ♦Y 'Y 'Y ,Y 11 `ANN .■■®�II■1 .�iai.■�1.1 ANN ®®® �N■ �, � 111. I`. . .. I I� Ili � . NEI 1231 ON • °°v°i �� ®i!.i:iy. , .���% I �< ,I�■I■Ills � Ili `i`i°.�' • e°iY' o ME I 5111141 Emil Flo II■I ■Irk■r■■■.. a, . s.�. I■1 I■ ■II•o► .�� — ■I ■■■■IA■ a IT .�..-r •0 PAP Inc ■■■■■y �.. _ - [UL f li: = r ® ■1 ►g11�■■■■1 6 AAA= ua�� irkNE Ri ONE ►� ■n ■ III :::r■■�:::■��:.:' . ►J .IRPI ■■_■■■■_� ■c�� ■■■•■�• • �,■■■■■� ■L� r� 1■■11NEI 1■I1IG■I �� ■::' '`: .•_--err I) IN NiEe —35 I I"MW M R! 1 ii aru le5•'- /DI V II O (' DIE E 1 LA-33 /6 D1 D1E �1E D1 � W ELA-9 TAiI- X1 LA 35 124 A Al 12T 1 1LB-31 1LB-31 1 ELA-7 1 X1 ELA-11 WE GENERAL NOTES KEY NOTES 1. CONNECT ALL EMERGENCY EGRESS AND EXIT LIGHTING AHEAD OF LOCAL SWITCHING. 1O TO SWITCH 'c' 2. ALL LIGHTING SWITCHES CONNECTED TO EMERGENCY 2 TO DIMMER SWITCH 'b' POWER PANELS SHALL BE RED IN COLOR WITH RED FACEPLATES. O TO EMERGENCY DIMMER SWITCH THEN TO CIRCUIT ELA-1. O TO EMERGENCY SWITCH 'd', THEN TO CIRCUIT ELA-1. CONNECT TO EMERGENCY SWITCH F I R5T FLOOR FLAN II����JJ THEN TO CIRCUIT ELA-5. 6 CONNECT TO EMERGENCY SWITCH 'g', ELECTRICAL _ LIGHTING THEN TO CIRCUIT ELA-3. --..a SCALE: I/8' e 1'-�' O7 TO STAIRWELL LIGHTS UPSTAIRS, SEE E-5 FOR CONTINUATION. TO SWITCH 'h' O TO SWITCH 'j' 10 TO EMERGENCY SWITCH V, THEN TO CIRCUIT ELA-7. 11 TO SWITCH If 12 TO SWITCH 'I' 13 TO SWITCH 'm' 14 TO SWITCH 'n' 15 TO SWITCH 'p' RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (561),-659-2383 FAX: (561)'-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 F> II CONSTRUCTION DRAWINGS FOR: T. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. FIRST FLOOR PLAN ELECTRICAL - LIGHTING REVISIONS NO. PERMIT SET ISSUED JANUARY31 2003 DATE 08-07-02 SCALE AS NOTED DRAWN DJP E-3 77 F F F 1LB-20 v B2-3 2kW 3 -IN \ B2-6 3kW n B2-4 2kW -- 30--1NE ----F_ D-7,9, 1 14 1 LB-3 ILB-11 —� ____ I a a 5 6 T a -e IB if LB- - — -- _ DMV UMY DM DMV DMv DMv DMV DMv D DMv Dmv \\ 1 LB-7 1 LB-9 I \\ \\ I 1 LB-21 1 LD-20,22,24 1 LD-32,34,36 1 B-11 Dmv 1 B2-10 1 El 1LD— 1' DMV / 6 / ✓ F 2 ��El / El NU ' 1 WR WRI ING / F=oRCH Il E-4 1 LD— 1 LD-2 WAITING � 1 LB-1z F FLIT BO 1 LB-15 AREA DMV (TYP 1 LB— 4 2-1 / \\ 4DA '�_ I! B2 2 kW \ (���) \ V rgl \ 2Fi 18 ii 16 15 `"-J T T T DMV/T DMVR Tp viz T \ B —5 2kW 1 LB-22 F 105 2 / \\ \ LD 3 \\ —26e i --- — 1LBL2-21 IF O STAIR R a 4,16 1 - 46 E 4 RM 1LD-13,15,17 F IBI - 2 W 1 L8-25 / \ 1 LD-1,3,5 1 LB F -14 F 1LB LB 4 s I j 1LB 7 // ATHRoo 2-OA -N AdLD s cro�G 4 uFEwiso HALL / ME Q B9Lf4 Y 106 1 LC-13,15,17 101 I 6EARCH / \\ � • • I 137-7E 2kW °TON // / O,AF-2 1 2HP AHU-2 10HP F - ABOVE / \� E.P.O. // / 3 30-NF 1 3 60-NF 1 R6 FOR E � EF7I0N I 36 / F 200A, _ 0 ®0 4 ,4 FLOOR \ / B FOR 24flV, 30 �I - + \ \ / / 'LT' RECEPTACLE LA 10 3 8 s \ s.E. / / FOR PORTABLE C (�jS�� FLOOR �I... f " I"� ELA— � E�'HANTc� >-IE / / fi�SkVA, 208V, 2 FLIT P 2 Tp R \\ // / 30 GENSET. :)M V =RVI 12& , 16 1 Tax )L LECTOR 1 LB-14 P 1 LB-1 FIELD B2-1 1kW I397 —NF 1 1—25,27,29 1LB-6 132 7 1kW rr 1LD-19, 1,23 0 1 LB—-tin 1 LB-1 O CONFERENCE AULT AC�OU TIN ROOM 136 1135 134 (T) -- TE-4 YP 1 ELECTRICAL� 1 LA-2 \ M PI OAF-1 1 3 F 1 LC-32,34,36 1 LA-12 1 LC-21,23, 1LI 1LC E T' ® �'AHU— : 10HP fR 1LC-1 MI STRATI ID1 r dkCld"6 3 607NF ® 551 TART � + i TOR 1 110 C 11 PROVIDE CARPET OR TILE INS 1 LC 26,28,30 , � 1 LA-14 1 LC-8 0, 2 ADJACENT CARPET OR TILE. ( 'T'Iz1 W/ARCHITECT AND CARPET 0 R — COVER PLATE FOR DUPL RECEPTACLE. W LA-13 F c nlcE PROVIDE (2) NEM -20R DUPLEX 1 1LA-16 1LA-�1oo RECEPTACLES 3/4"C TO 1 LA� 1 1 co�18� aT�� �" I22 BOARD ONE COVER MANAGER'S C OFFICE In 1 -9 MA ER'S OF ICE 2 ITS F -20 L B1- 1LC-1,16,18 3 -NF 1 wo TION�B1-4 11. W 6 3 30-N1 1 -1-L=20,2- - - - i I I LA-22 I FI LD s Fr- ILA—` I � I ms 2i I X E— j � 1 LA-7 I 7AIR A 7 1 124 AF?FRAIBER'S OFFICE 3 lay COMPARTMENT (TYPICAL) 3/4"C TO STANDARD POWER oenlcl /rvoEnel 3/4"C TO DATA BOARD �� PROVIDE COVER PLATE j 1 FOR VOICE/DATA. STAIR U CONNECT TO SAME CIRCUIT AS LIGHTING FIXTURE IN THIS ROOM. CONNECT AHEAD OF LOCAL SWITCHING O ABOVE COUNTER TOP. SITE L ELECTRICAL T.S. i ti lfijr � m TWi s Y5µ RICK GONZALEZZ, A.LA. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST, LUCIE COUNTY ADMIN. ANNEX o nr PT'T_7 Walton Road PORT ST, LUCIE SECT 61 TRACT K PORT ST, LUCIE Fl. FIRST FLOOR PLAN ELECTRICAL -POWER REVISIONS NO, IT TO MATCH ,\/ I I ORDINATE TILE SUPPLIER. DATE 08-07-02 NOTE: TOTAL FLOOR BOX VOLUME • SHALL BE 176 CU INCHES 3/4"C TO DATA BOARD (TYPICAL) 3/4"C TO STANDARD POWER 3/4"C TO PANEL (TYPICAL) TELEPHONE BOARD (TYPICAL) 2 TYPICAL FLOOR B0X — RECESSED IN SLAB E-4 SCALE: NONE L 3/4"X10' CU. GND BUS tl ELECTRIC ROOM E-4 SCALE: 1/4"= V-0" SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. ONNERSHP #0 USE OF THESE DOCUMENTS d SPECFRAIIONS AS INSlRl ENTS OF SERNCE ARE AND SHALL RETNN THE PROPERTY OF THE ARCRITECf WHETHER THE PROJECT THEY ARE MADE FOR 5 DMITEE) OR NOT. THEY STALL NOT THE USED BY THE OWNER OR OTHERS ON OTHER PRO= OR FOR ADDIIIONS TO THIS PRQEL'I BY OTHERS. EXCEPT 9f AMAX 0 WRITING AND WDI APPROPRIATE CMMION TO THE AIROWIECI'. ELA-2. ELA-2 -27�] ELA-2 LH-19 P2E� OooDE ®� P2(TYP) FN ! n P2E �a ■u O ■■■ ■.■ NEE O SEE 203 EE9P2E 02 ELA-2 N GENERAL NOTES KEY NOTES O CONNECT TO SWITCH 'e, 1. CONNECT ALL EMERGENCY EGRESS AND EXIT LIGHTING THEN TO CIRCUIT ELA-2. AHEAD OF LOCAL SWITCHING. I 2O J-BOX FOR EXTERIOR ILLUMINATED CLOCK. 2. ALL LIGHTING SWITCHES CONNECTED TO EMERGENCY COORDINATE EXACT LOCATION WITH ARCHITECT. POWER PANELS SHALL BE RED IN COLOR WITH RED FACEPLATES. 3O TO STAIRWELL LIGHTS BELOW, SEE E-3 FOR CONTINUATION. 44 CONNECT TO EMERGENCY SWITCH V, THEN TO CIRCUIT ELA-8. TO SWITCH ' W' � I FLAN O TO SWITCH V SECOND FLO` -0) AI O7 TO SWITCH 'z' ELECTRICAL - LIGC 4TING SCALE: 1/8' = I'-®' •ARCjff TECT S *INTERIORS *PLANNERS INCORPORATED v RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (561) 659.2383 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CONSTRUCTION DRAWINGS FOR:- ST, LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 WaltonlRoad PORT ST. LUCIE SECT 61 TRACT K PORT ST, LUCIE Fl. SECOND FLOOR PLAN ELECTRICAL - LIGHTING REVISIONS NO. PERM SET ISSUED JANUARY 31.2003 DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. OFFICE E 212 WORKING, ARE,4 213 FROFE tmE aea�ccwr aar.E.� 2LC-1 -r 2LC-7 2LC-3 qj 2 \ 0; IS B4-1 0 F E 61 � s G 20Go 0 ' 5TAIR -20 2LE-18 0 2LB-2 -7 W 4, OHP 3 30-NF 1 LH-21 1 ULT-f URFOSE F ❑s RAINING ROOM 207 LHIL23 ` 2LE ? 2LC 3/30-NF ❑ 2LB o EN To TOWER-1 FUTURE—8,10,12 ,35 37 oveI MECHANICAL 2LB-4 2LB-6 2LD-27,29,31 — and -STO BRIDGE 209 201 LH-25 ----------- -- --+- ------ - s---eA ' OPEN To i L 4 OAF-4, 1 2HP 14 ROOM F /� U NT 3/30—NF/1 2LD-15,17,19 vE 5UL0-2 200 O 2'' O p F 0 0° F +48 d B3-1 s �. Mec D °¢ W ``------ __ L e o AH 3 kW F RVIso 2LA-10 60 F/ E of 9 t 1,13 R uo =5TROOM F 2LA LD ,4, LD- .10.12 Zia --- - ®- 2LA 1 2LA-8 ® 2LA-15 2LA-3 qp 2LD K a STAFF i OAF-3. 1 2 g 3/30-NF/1 i CONFERENCE LA-13 215 B3-3 ZkW LD-1 3 30- F 1. s ❑ H e Y 0 ❑s a FUTURE E Xf=ANS 1 ON 203 2LC-5 5ECOND FLOOR FLAN ELECTRICAL - POWER SCALE: 1/13' a P -0' FL STAIR C 1= KEY NOTES O ABOVE COUNTER TOP RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIX1E HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. SECOND FLOOR PLAN ELECTRICAL - POWER REVISIONS N0, DATE 08-07-02 SCALE AS NOTED DRAWN DR CHECKED DKO REG No. ONNTASIRP NO USE OF THESE DOC WEI S d SPEX;FIGUIONS AS INSMUNENIS OF SOW ARE AND %W1 ROM THE PROMM OF THE ARGIUW NHEM THE PROJECT M AM MADE FOR S E1ff.MM OR NOT. THEY SWELL NOT BE USED BP THE OVNER OR OTHERS ON OM PROJECTS OR FOR AMMONS TO TNS PROJECT BY OHIFA EXCEPT BY AGRf&lW N WIMM AND WOH APPRWIWE CONIPElSAMN TO THE ARgIRECT. E-6 71 7 � k'1 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDJE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (561),-659-2383 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 C� + CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE FL ROOF PLAN ELECTRICAL REVISIONS NO, DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. E.77 FPL A PAD MOUNTED y TRANSFORMER �- M �. - FPL METER % r -- XFMR SEC. I. 30A 1200A 3P 3p 200A 3P 600A 3P 20A 2P C.T.'S 0 • R (3)34#600kCM, E.P.O. SWITCH SHUNT TRIP RELAY 5#10-3/4"C 2 SETS, 4#3/0,, 323�2 CM,#1G 3#/84BG #6G-2 C TVSS 4#2/C,#6G 37/600-60ORK5/3R CONTACTOR 'C1' 20 A, 240V, 2 SETS, 30, 4W RCPT /T] OO CC '#1G 23%4 8CG 2 200A ANEL TVSS i 200A30, �W ELA 28A n 4W,MT3 (1PDT) 0/20 CH SITE LTG G 200A 2KAIC 65kVA, 120/208V, #-2"C 6G 30, 4W, 6OHz, 5#8,#10G 0.8pf (N.I.C.) -1"C 10kVA UPS 120/208V, 03. TVSS UPS STATIC RECTIFIER/ / BYPASS CHARGER I, BATTERY INVERTER 5#8,#10G -1"C DANEL 1 I /20 100A OKAIC 5#10,#I OG _1 "C ANEL 1U O/20 100A 60A 60A 3P 3P 3#8,3/4�C G 3/4tG C 33/60-60RK5/3R cli 33/60-60RK5/3R 3# 8, 10G 3#$, IOG 23#1 C -3/4 C 10 10 P-1 P-2 -1 1/4- /C TVSS PANEI 1LC 20/2( 100A PANEL "LH , 1200A, 30, 4W, KEYED NOTES: 30, 4W, 12 /208V (22,000AIC) NEMA 1 ENCLOSURE SEE PANEL SCHEDUIF FOR ADDITIONAL BREAKERS. 13PA A �3PA 125A3PA 3PA O2 SERVICE ENTRANCE RATED. 3P �,11�1 PANELBOARD I ( I GROUND BUS SPARE SPARE SPACE SPACE GENERAL NOTES: 250kCM 1. COORDINATE ELECTRICAL REQUIREMENTS COLD WATER FOR ALL EQUIPMENT WITH EQUIPMENT PIPE SUPPLIER AND ADJUST CIRCUITS AND SIZES PER MANUFACTURER / RECOMMENDATIONS. EXOTHERMIC J WELD _ 3/4" x 10' GROUND ROD FAULT CALCS: 5 G 5 1, G 5, G f= 1.73 x 200 x 417DQ = 1.02 -1 1 "C -11 /"C -1 "C 208 x 3 x 22700 TVSS PANEL TVSS PANEL Fi,WsT PANEL m = _1 _ .498 20/220 120/220 120/2 11 + f 125A 125A 125A Iac = .498 x 41700 - 20,746A 22KAIC 22KAIC 22KAIC LOAD CALLS: CONNECTED LOAD = 390.OkVA NONCOINCIDENTAL LOAD = 54.2kVA PANEL "LT", 400A, 30, 4W, 30, 4W, 120/208V (10,000AIC) NEMA I ENCLOSURE 400A 30A 100A 100A 100A 100A 100A 20A 20A 4#500kCM, O 0 OP 3P 3P 3P ' 3P 3P 3P 3P 3P 1 PANELBOARD - 30C • R I ( I I GROUND BUS E.P.O. SWITCH ISHUNT TRIP RELAY SPARE SPARE SPACE SPACE 5#10-3/4"C #1 /0 TVSS COLD WATER PIPE EXOTHERMIC WELD _ 3/4" x 10' GROUND ROD 5#3,#SG -1 1 4"C TVSS ANEL ILA' 1 0/20! 100A 1 KKAIC 5#3,#8G -1 1 4"C TVSS H PANEL 1LB 20/20 100A 5#3,#8G -1 1 4"C TVSS PANEL 2LA 20/20! IOOA -5#3.4"C -5#1.4"C 1T'VSS H PANEL TVSS PANEI 2LB 2LC 20/20 I 20/2( 100A t00A ONE LINE DIAGRAM E-$ SCALE: NONE f 208 x 21500 m = _ 1 .237 1 + f lac = .237 x 41700 = 9882A 22 LUHU U/AL J: CONNECTED LOAD - 1 O.1kVA => 110.1 / (208 x 1.73) = 305A TOTAL DEMAND LOAD = 335.8kVA _> 335.8 / (208 x 1.73) - 930A kr z � x � � x F -ARCHITECTS • I N T E R I O R S -PLANNERS INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DD;IE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447.1, r, i CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST, LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ELECTRICAL RISER DIAGRAM REVISIONS_- N0. DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. 1 ,' , i1 • ]I 1' 1 1 is ..,1 ] • 1' ,� ,1 , . . ••1 ] , r, al+•r r•ai ] 1 "J •' W ']w11 3/4"C W/PULLSTRING ' j TYPICAL w w qCEILING SEE SHEET E-4, -6 TELEPHONE FOR QUANTITY BACKBOARD COMP RM 4 AND LOCATIONS (PAINTED) GROUND BUS 4'x8' E-9 n #6 SOFT DRAWN 4INSULATED COPPER -- TIE TO BUILDING SERVICE GROUND 3/4" x 20' COMPUTER RM 216 COPPER GND ROD 3/4" THICK — PLYWOOD BACKBOARD 5/16'I,D.xl 1/41O.D. x 1/8'THICK GALV, WASHERS 3/4"C W/PULLSTRING TYPICAL SEE FOR QU p NTTITY 4, E-6 AND LOCATIONS 4'C W/PULLSTRING 3/4'C V TYPICAL CEILING - 1 L-ii L�i Ji t0 1i__vr L_jj L-ij tO I TELEPHONE SEE SHEET E-4,E-6 ,% FOR QUANTITY TELEPHON 8, BACKBOARD AND LOCATIONS 8 BACKBOAR ELEC RM 4 COMP RM (PAINTED) GROUND BUS (PAINTED) 4'x8' E-9 4'x8' GRADE I-L 4' FT DRAM NSULOATED COPPER 4'— 12" / B" TIE TO BUILDING SERVICE GROUND 12�1— TENANT —= 3/4" x 20' MAIN ELEC RM COMPUTER RM 112 -_ COPPER GND ROD 4" PVC, SCH 40 W/PULLSTRING, FOR CONTINUATION SEE SITE PLAN TELEPHONE/DATA RISER DIAGRAM E-9 SCALE: NONE ® O O 1/4' x 2' LONG WOOD SCREW SPACED ON 18' CENTERS. 1/4'SILICON BRONZE HEX NUTS — FLAT WASHERS AND LOCK WASHERS 1/4'x V C❑PPEP BUS BAR 1 1/4'SILICON BRONZE-/ R WASHER SPACER — 3/8' GALV, PIPE 1' LONG 1/4'-20NC x V LONG HEX HEAD SILICON BRONZE BOLTS AND FLAT WASHERS 4 GROUNDING BUS E—g SCALE: NONE E) -VOICE Ful VOICE DATA 0 3/4"C W/PULLSTRING n n n TYPICAL SEE SHEET FOR QUANTITY4, E-6 AND LOCATIONS 4 GROUND BUS E-9 #6 SOFT DRAWN INSULATED COPPER TIE TO BUILDING SERVICE GROUND 3/4" x 20' COPPER GND ROD KEYED NOTES: (1 INSTALL PHENOLIC LABEL WITH 1/8" HIGH LETTERING FOR EACH DEVICE. 2O DEVICE COVER PLATE, SEE PARA - OF SPEC FOR COLOR AND MATERIAL. MULTIPORT COMMUNICATIONS OUTLETS SCALE: NONE RM RM RM RM 3/4"C W/PULLSTRING TYPICAL CEILING SEE SHEET E-4, E-6 FOR QUANTITY AND LOCATIONS 2' I Y o GRADE 730" f { n n n CABLE TV BACKBOARD ELEC RM (PAINTED) 4 GROUND BUS 2'x2' E-9 T #6 SOFT DRAWN INSULATED COPPER 6" T r_i_' 1 TENANT MAIN I E TBUILDING ELEC SERVICE GROUND ROOM 2" PVC, SCH 40 _ 3/4" x 20' W/PULLSTRING, COPPER GND ROD FOR CONTINUATION SEE SITE PLAN CABLE TV RISER DIAGRAM E-9 SCALE: NONE RM RM RM RM RM RM MAIN ELEC �- TENANT ROOM ❑0 © rDj u LF I LF.i F❑ ❑F [@RF ORF ORF ® FACP EN �p BACKKFLO❑W LOBBY 101 2 DEDICATED PREVENTER PHONE LINES TENANT ILOBB` FIRE ALARM RISER DIAGRAM SCALE: NONE 1/2" THREADED HANGER ROD SPLICE CONNECTOR (2) REQ'D. 3/8" BOLT X 2" LG WITH NUT AND WASHER _.\V AL' I. 11, 12'-0" OVERHEAD ROD SUPPORT LOBBY I —� TENANT w CONCRETE INSERT STIFFENER BAR NUT, BOLT, WASHER 3/4"C W/PULLSTRING TYPICAL SEE SHEET E-4, E-6 FOR QUANTITY AND LOCATIONS CONCRETE SLAB -MONO TRAY STIFFENER BAR ASSEMBLY s MONO -TRAY DETAIL E_g SCALE: NONE RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 C r CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ELECTRICAL RISERS AND DETAILS REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN DR CHECKED DKO REG No. ••o � • r., a.«r rao � 11 •« E-9 FINISHE GRADE 3/4" X 20'—L GROUND ROD TIN INDUIT (SCHED 40) EINF. (TYP) QI 12" O.C. WON 3000 PSI CONCREIIE BASE 1 LIGHT BASE DETAIL E-10 SCALE: NONE CAST ALUMINUM f,.. TWIST LOCK BASE ANCHOR BOLT PROJECTION (4) 3/8"X8" ANCHOR BOLTS 3 3/4' CONDUI' OPENINI CLE SET AIMING FOR BEST ILLUMINATION OF BLDG FACE \ FINISHED GRAD EDGE OF PAVING 4 *A 3/4' CONDUIT REFER TO PL! 2 BOLLARD BASE DETAIL 3 —10 1) SCALE: NONE E-1 ( PHOTOCELL PHOTOCELL MOUNTED UNDER SOFFIT, SEE E-3 FOR LOCATION, A= AUTO 0= OFF TIM� CLOCK H= HAND LH-14 LH-16 LH-31 SPARE SPARE SPARE S 0 A H OIL L 120V F� (CKT. —) I TO LTS TO LTS CLOCK SPARE SPARE SPARE S HAND—OFF AUTO SELECTOR SWITCH MOUNTED FRONT MOUNT TIMER LIGHTING CONTACTOR CONTACTOR ADJACENT TO 20A, 8 POLE, 120V WITH EN ENCLOSURE. CONTACTOR 120V COIL IN NEMA 1 ENCLOSURE. TIME CLOCK 4 EXTERIOR LIGHTING CONTROL DIAGRAM —10 SCALE: NONE CONCRETE PULL BOX W/COVER AND FLOOR 12" BED OF PEAROCK { OR CRUSHED STONE 20" FOR DRAINAGE. 12" PVC CONDUIT SCHEDULE 40 (UNLESS OTHERWISE NOTED.) EXOTHERMIC WELD O�1ND ROD 4 DIA X 20"-0" PVC CONDUIT SCHEDULE 40 (UNLESS OTHERWISE NOTED.) NOTE: TYPE 'A' = 36" SQUARE TYPE 'S' = 24' SQUARE 7 HANDHOLE DETAIL E-10 SCAI_.E: NONE TYPICAL SPAIRE T CONTACTOR TYPICAL SPARE FINISHED GRADE FIXTURE TYPE — N GROUND — MOUNTED FLOODLIGHT WITH FULLY ADJUSTABLE YOKE — SEE PLAN AND FIXTURE SCHEDULE CROWN TOP OF BASE SLIGHTLY CAST ALUMINUM OUTLET BOX 3000PSI CONCRETE FOUNDATION TYPICAL FACADE LIGHT SCALE: NONE SET AIMING FOR BEST \ ILLUMINATION OF 2ND FLR KLEERSTORY FIXTURE TYPE T MOUNTED AT 7' AFG WALL. SHROUD COLT ICKBOX TYPICAL COLUMN LIGHT —10 SCALE: NONE T__4--r i•— FLAGPOLE 25' HEIGHT 24' GRADE (SOIL) ' .A• .` T.11 11E III r� j11- 3000 PSI CONCRETE PVC, CONDUIT #4 REINFORCING BAR (TYPICAL) FLAGPO E LIGHT 10 SCALE: NONE WARNING TAPE 1 5'. `• •s t GRADE (SOIL) 4" CONDUIT, UNLESS OTHERWISE NOTED, (TYPICAL). SEE DWG E-2 FOR QUANTITY. DUCT BANK SECTION SCALE: NONE TING FIXTURE SCHEDULE S BALLAST TYPE DESCRIPTION MOUNTING MFGR & CAT REMARKS NO. I WATT TYPE VOLTAGE A FLUORESCENT INDIRECT 3 Iwo 54 EB 120 PENDANT LINEAR #C291`4-B-3E75HO-120- VERIFY COLOR & SUSPENSION STK VL-EOC24-BW-NO-4° B 2X2 INDIRECT SKYLIGHT 4 T8 17 EB 120 RECESSED AMA jMIR22-4TBG-4EB8-MW - C CONCRETE BOLLARD 1 MH-ED17 100 HPF 208 GROUND AAL f1RD--100MH-208-VGR VERIFY COLOR W ARCHITECT D FLUORESCENT DOVINUGHT 1 PLT 32 E8 120 RECESSED PRESCOUTE /CFT832HEB-STFBD2H D1 FLUORESCENT WALLWASH DOWNUGHT 1 PLT 32 EB 120 RED - E INDICATES FIXTURE CONNECTED TO - - - - - - - EMERGENCY POWt7H PANEL ' P2 2X2 r PARABOLIC 2 T8 _N_ - EB 120 RECESSED COLUMBIA - 32UBG- P4 2X4 PARABOLIC 3 T8 32 _EB 120 RECESSED COLUMBIA JP4024-332G-MA38S-308 - WE STAIR 2 TO _32_'_ — 220 ALL KENALL WLHA848R-M P-232EB1- T LOBBY ATRIUM 1 1HT6-G12 150 120 WALL WINONA jP4SS-MH150-SD3-00LOR VERIFY COLOR W/ARCHITECT SP OUTDOOR PENDANT 1 PLT 28 EB 720 PENDANT MORAL jPRINCESS CFL28 0 COLOR VERIFY COLOR W ARCHITECT SC OUTDOOR SCONCE 1 PLT 28 EB 208 WALL MORAL jPRINCESS CFL28 COLOR VERIFY COLOR W ARCHITECT F STRIP FLUORESCENT - - W GUARD L LOBBY ATRIUM PENDANT- P DECORATIVE PENDANT 1 T3RSC 300 - t20 PENDANT MEBA ARCO 0101-01 - N FACADE LIGHT 1 - - n_ 208 GROUND - VERIFY COLOR W/ARCHITECT SA PARIONG LOT LIGHT AND POLE 1 MH 28 400 _� ZOB POLE 25 AFG - VERIFY COLOR W ARCHITECT SEE SHEET E-2 FOR DESCRIPTION SB PARKING LOT LIGHT AND POLE 1 MN 28 400 208 POLE, 25 AFG - VERIFY COLOR W ARCHITECT SEE SHEET E-2 FOR DESCRIP71ON v PIT LIGHT 1 QUAD PL 18 EB 120 38 ABOVE HUBBOU /NVQ8IBGHG - PIT FLOOR LED. EXIT NOTE: COORDINATE CEILING TYPES PRIOR TO ORDERING RXIURES. ALL EXTERIOR FIXTURES SHALL HAVE CUSTOM COLORS TO BE SELECTED BY ARCHITECT. FIXTURE TYPE — EDGE OF PLANTER PSI CONCRETE ,� ��yy�y, REINFORCING BAR (TYPICAL) TYPICAL PLANTER LIGHT SCALE: NONE +A(gll 36' SET AIMING FOR BEST T II V II ILLUMINATION OF SIGN CROWN TOP OF BASE SLIGHTL 0 s � .. ' 4& e • ''e'P • e 'M 3/4' CONDUIT REFER TO PL! 1O SIGN LIGHT —10 SCALE: NONE FIXTURE TYPE — GROUND — MOUNTED FLOODLIGHT WITH FULLY ADJUSTABLE YOKE — SEE PLAN AND FIXTURE SCHEDULE i— FINISHED GRADE CAST ALUMINUM OUTLET BOX 300OPSI CONCRETE FOUNDATION r ( t RICK GONZALEZ, A.LA.` PRESIDENT AR-0014172' 120 S. DATE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (5,61)-659-2'383 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 �-:• CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST, LUCIE SECT 61 TRACT K PORT ST, LUCIE FI. ELECTRICAL SCHEDULES AND DETAILS REVISIONS NO. DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. OWERSHP HD USE OF THESE DOC WRITS & SPECIFICKIIONS AS INSIRUNENIS OF SBIVICE ARE AND SHNL ROM THE PROPERTY OF THE ARCRIECT WHEIM THE PROJECT THEY ARE MADE FOR Ts EXECRm OR Rol THEY SIWL NOT BE US® BY THE OWNER OR OTHERS ON 00#R PRQffC15 OR FDR ADDIIDNS •t0 THS PROJECT BY OTIM EXCEPT BY A6REENBR N WING AND WITH APPROPRIATE COMPBISM TO THE ARGBIECI: ISPACE SPACE SPACE S SPACE LOCATION: rAe EtECiPoC/L N9Q1 A (` E D U L E SPEC: SOIIARE 'D' OR EQUAL O EXISTING NEW I- ■COPPER BUS O ALUMINUM BUS CKT >� LOAD DESCRIPTION F POLE KVA KVA KVA POLE p, TRIPA PHASE BPHASECPHASETRIP COND. GRD.WIRELOAD DESCRIPTIONCKT t1 177.88.2 sSS 4 OWIREGRID,COND. 71111L8 9—S S 10 11 — 11.2 4.0 12 1 — — — — 3. —•. _ 16 17 1 — — — 21 — — — -- — — — — 22 2 — — — — ACE 4 2 0 — — — 26 2 S — — — SPACE 28 29 — 30 31 32 — 34 36 37 39 38 41 40 42 ALL FEEDER CALCULATIONS ARE BASED ON: THHN/THWN CU. SU T TAL TYPE AL KVA NOT MORE THAN 4 CONDUCTORS IN A RACEWAY sr SHUNT TRIP .CIRCUIT ct GROUND FAULT � DEDICATED ©ISOLATED GRD. TOTAL AMpS TOTAL CONNECTED LOAD— 3C13 AMPS ESTIMATED DEMAND LOA = 30S AMPS POLE TRIP TYPE RATED VOLTAGE- 120 VOLTS 3 PHASE 4 WIRE ■ EQ T. GRD: � ISOL. GRID. MAINS: �M.LO. ■BREAKER : 3 400 FEEDER SIZE IS ■CABLE = S E E FZ I SE F2 '. OBUSWAY = BRANCH POLES: 30 BRANCH BREAKERS= 10 KAIC MOUNTING: OSURFACE FLUSH El FREE STANDING ■ KEYED DOOR: BUS RATING: AOOA BRACING = 22 KAIC NEUTRAL BUS IS: O HALF SIZE ■FULL SIZE O KRATED 1.5 '. ■ KRATED 2.0) GROUND BAR: ■EQUIPMENT O ISOLATED O BOTH ENOLOSURE : ■ NEMA t O NEMA 3R [] NEMA 4X ( )CLASS ? ( ) DIV ? FEED LOCATION : O TOP ■BOTTOM � FEED iHRU PANEL TYPE OFUSED ■ CB PLUG IN � CB BOLT9N BRANCH : ■NORMAL O EMERGENCY 0 UNINTERRUPTABLE S =SAME AS ITEM OR DEVICE AS ABOVE LOCATION: t9trutl■I■x9tnl PANEL''."1LD" SCHEDULE SPEC: 1 do sauAR�Ero�aewllAL COEXISTING ■NEW ■COPPER BUS OALUMINUM HUS CKT. >),o LOAD DESCRIPTION F WIRE GRID. COND. POLE TRIP KVA ' .KVA KVA POLE � A PHASE B PHASE C PHASE TRIP CONIC] ORD. WIRE LOAD DESCRIPTION CKT 1 2— 0.7 8 3 0 —2 2 — — 4 — — 4.3 — — 6 7 — 10.710.3 it — 0.710.3 13 —2 2 1/2" ZO 1 2 2 2 —OA 1 S 0.713.4 �0 3 0 CAC-1 6 t S — — S 0.7 3.4 S 18 19 —7 2 2 1 � 20 1 2 2 82-8 20 21 S — — S S 2 23 — — 0.3 .0 S 24 25 — — RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDCIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (561)-659-2353 I PAX: (5611)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: SST. LUCIE COUNTY IN. ANNEX SOUTH PO2-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST, LUCIE Fl. . ELECTRICAL SCHEDULES REV ISIONS NO. DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO E-11 LOCATION: 110RR14 NEWII =EXlS'ONG ANEW PANEL "2LA" SCHEDULE SPEC' SQUARE V OR EQUAL COPPER BUS =ALUMINUM BUS CKT. LOAD DESCRIPTION F WIRE GRD. COND. P L TRIP KVA A PHASE KVA B PHASE KVA C PHASE [POLE/ TRIP COND. ORD, WIRE F, � LOAD DESCRIPTION CKT 1 RCPTS - 1 0.6 20 i 2 RCP - WAITING 2 3 TS - RM 2 2 1 2 20 0.8 L0 20 1 2 2 OFFICE 4 5 APPLIANCE 2 2 t 20 - 1.0 1.0 20 1 2 R - WORK AREA 6 OW M SMALL AN 2 2 20 1.0 1.0 -- 20 1 2 2 R - PROP. APPRAI 8 tt BREAK RM FRIDGE - FIELD 2 2 2 2 9 2 20 20 1.5 .0 1.0 1.0 ZO 20 1 2 i 2 z 2 2 OPTS - WORK AREA RCPTS - 10 12 1 - 1.0 1.0 -- 20 1 2 2 2 - 14 15 - a8 1.0 ^- - 16 17 - 1 1.0 .p 18 19 i RCPTS - Fl AFF 20 21 SPARE - - 22 _ -SPARE- - - - - 24 2 LTG - 212 2 1 - - - 26 2 TC -213 2 1 - - - _ _ ACE 28 29 1 L - 215 217 LTG - CORRIDORS 2 2 1 1 2 FlMg"o - - - SPACE ACE 30 33 L - 2 2 2 1 34 5 - _ __ 36 37 SPACE - - - 38 ACE- - - �- - - 40 41 - - - - - 42 FEEDER CALCULATIONS ARE BASED GN:THHN/THWN CU.CIRCUIT NOT MORE THAN 4 CONDUCTORS IN A RACEWAY US O 8.7 9ALL TYPE SO SHUNT TRIP cF GROUND FAULT DEDICATED ©ISOLATED GIRD. TOTAL 2M5.5 KVA OTAL 3 AMPS TOTAL CONNECTED LOAD- 73 AMPS ESTIMATED DEMAND LOAD= 73 AMPS POLE TRIP I TYPE RATED VOLTAGE= 120/208 VOLTS 3 PHASE 4 WIRE 0 EQPT. ORD, = IS L. ORD. MAINS: I•M.LO. = BREAKER : I - - FEEDER SIZE IS: N CABLE - S E E PR I S E FZ = BUSWAY = BRANCH: POLES: 42 BRANCH BREAKERS- 10 KAIC MOUNTING: El SURFACE ■FLUSH CD FREE STANDING 0 KEYEDDOOR: BUS RATING: 100A BRACING= 22 KAIC NEUTRAL BUS IS: =HALF SIZE 0 FULL SIZE = KRATED 1.5 0 KRATED 20) GROUND BAR: 0 EQUIPMENT = ISOLATED = BOTH ENCLOSURE ONEMA 1 = NEMA 3R = NEMA 4X ( ) CLASS ? ( ) DIV ? - FEED LOCATION : =TOP M BOTTOM = FEED THRU PANEL TYPE : FUSED E CB PLUG IN = CB BOLT IN BRANCH NNORMAL = EMERGENCY = UNINTERRUPTABLE S = SAME AS ITEM OR DEVICE AS ABOVE LOCATION: URRMESRR1 PANEL ".2LD" =EXISTING 0 NEW CHEDULE SPEC: SQUARE VCR1EQUAL 1111 COPPER BUS = ALUMINUM BUS CKT. 21p LOAD DESCRIPTION F WIRE GIRD. COND. POLE/ TRIP KVA A PHASE KVA B PHASE i KVA C PHASE POLE/ TRIP =ONO. ORD. WIRE �R F, �" LOAD DESCRIPTION CKT 1 1.014.3. 3 1 t.0 4,3 4 5 - - .0 1 4.3 S 6 7 1.010.3 1 9 1 0.7 0.3 11 - - - - 1 13 S 3 - - S 0.710.7 20 i 2 2 2 93-3 14 15 83-8 2 2 1 20 S - - S S 16 17 S - - S S - - S S 18 19 - - 0.310.3 27Q Ej7 83-2 20 21 - - 22 23 - - 24 25 0.210.3 26 2 S 28 273 zi S 0.7 0.3 30 31 S S - - S .7 3.4 40 AC-1 32 33 83-8 2 2 9 20 Q7 a4 S JIJ2 S S 34 35 37 S S S - - - - S S 0.7 - 0.7 0.8 20 30 2 0 TEF-1 36 38 39 CAC U-i 2 2 1 20 - 1.5 - S S S41 S - - $ S 1 13 42 ALL FEEDER CALCULATIONS ARE BASED ON, THHN/THWN CU. NOT MORE THAN 4 CONDUCTORS IN A RACEWAY BTOTAL CIRCUIT TYPE: SHUNT TRIP O GROUND FAULT ® DEDICATED :C ISOLATED GRO. . KVA T AL 115. AMPS TOTAL CONNECTED LOAD= 115.5 AMPS ESTIMATED DEMAND LOAD= II&S AK PS POLE TRIP TYPE RATED VOLTAGE= 120/208 VOLTS 3 PHASE 4 WIRE 0 EQPT. ORD. = IS L. GIRD. MAINS: UM.L.O. = BREAKER FEEDER SIZE IS. M CABLE = S ME: F2 153 E F2 = BUSWAY = BRANCH POLES: 42 BRANCH BREAKERS= 22 KAIC MOUNTING: =SURFACE MFLUSH =FREE STANDING N KEYED D OR: .BUS RATING: 12M BRACING = 22 KAIC NEUTRAL BUS IS: =HALF SIZE M FULL SIZE ❑ KRATED 1.5 0 KRATED (2.) GROUND BAR: M EQUIPMENT = ISOLATED = BOTH ENCLOSURE WNEMA 1 = NEMA 3R = NEMA 4X ( ) CLASS ? ( } DIV ? FEED LOCATION = TOP 0 BOTTOM = FEED THRU PANEL TYPE : =FUSED 0 CB PLUG IN O CB BOLT IN NNORMAL = EMERGENCY = UNINTERRUPTABLE S = SAME AS ITEM OR DEVICE AS ABOVE LOCATION: W RR 110 qi MR 'PANE =EXISTING ANEW I I L " 2L B " SCHEDULE SPEC: SQUARE VON EQUAL /COPPER BUS =ALUMINUM BUS CKT. �JA LOAD DESCRIPTION P WIRE ORD. COND. POLE TRIP A KVA PHASE KVA B PHASE KVA C PHASE POLE TRIP COND. GIRD. WIRE � LOAD DESCRIPTION CKT 1 - 205 N TH 2 2 1 1.0 1. 20 SPARE 2 - 2 NORTH 2 1 20 0.8 1.0 - - SPARE 4 5 RCPT3 - NOR 2 2 1 2 -- 1.0 1.0 20 - - - ARE 6 7 - TN 2 1 20 1.0 1.0 20 - - 8 9 - - - - -- - 1.0 20 - - - '10 11 - - - - -- - 1.0 20 - - - 12 7r SPACE- - 1.4 -- 20 - - - 14 1. - - 1.0 16 7r SPACE - - 1 -.0 - - 18 19 -21 - - - 1• - - - SPARE 20 SPAM - - 22 2 - - - - -_ - - - - -SPACE 4 5 SPADE _ _ _ _ _ _ _ _SPACE 27 SPACE- - --- - _ _ - SPACE 2 CAM- - - _ - _ _ - - ACE 30 31 - - - - - - SPACE 32 7r SPACE- - - - - - - - - SP 34 3 - - - - _- - - - - - - 36 37 - - - - - 38 39 - - - - - - - - 40 41 - - - - _- 42 ALL FEEDER CALCULATIONS ARE BASED ON:IHHN/'MWN CU. NOT MORE THAN 4 CONDUCTORS IN A RACEWAY SUt TOTAL I 8.8 &a 4.0 CIRCUIT TYPE +si SHUNT TRIP © GROUND FAULT ®DEDICATED. © ISOLATED ORD. T KVA TOTAL 38 AMP TOTAL CONNECTED LOAD= 38 AMPS ESTIMATED DEMAND LOAD- 38 AMPS POLE TRIP TYPE RATED VOLTAGE= 120 VOLTS 3 PHASE 4 WIRE N EQPT. ORD. = ISOL. ORD. MAINS: M.L.O. = BREAKER FEEDER SIZE IS: N CABLE = S E E R 193 E F2 = BUSWAY = BRANCH POLES: 42 BRANCH BREAKERS= s 10 KAIC MOUNTING: =SURFACE N FLUSH O FREE STANDING • KEYED DOOR: BUS RATING: 100A BRACING = 22 KAIC NEUTRAL BUS IS. =HALF SIZE M FULL SIZE .= KRATED (1.5) E KRATED (2,0) GROUND BAR: N EQUIPMENT = ISOLATED =.BOTH ENCLOSURE : ENEMA i = NEMA 3R '= NEMA 0 (.. ) CLASS ?: ( ) DIV ? FEED LOCATION : =TOP 0 BOTTOM = FEED THRU PANEL TYPE : =FUSED 0 CB PLUG IN = OB BOLT IN BRANCH ENORMAL = EMERGENCY Cl UNINTERRUPTABLE S = SAME AS ITEM OR DEVICE AS ABOVE LOCATION: nRRN9NRR1R1 '. PANE =EXISTING MNEW "2LE" SCHEDULE SPEC SQUARE VORE1#lAL WCOPPER BUS = ALUMINUM BUS CKT. LOAD DESCRIPTION F WIRE ORD. COND. POLE TRIP KVA A PHASE KVA B PHASE KVA C PHASE POLE/F, TRIP COND. GIRD, WIRE PLOAD DESCRIPTION CKT i 463 _ 3 SPACE- - - 4 5 _r SPACE - - _ SPACE - - - 0L3 8 9 SPACES 1 11 SPACE 12 i SPACE - - - - -I CL2 20 42- 2 #12 AMU CONTROLS 14 15 SPACE - - - - - 1.0 20 _1 #12 012 B4-OA 16 17 SPACE 20 14 #12 012 84-1 18 19 SPACE 1. 84-2 20 1 - - - -- 5 - 2 SPME- - - - -WE 24 2r SPACE SPAM -7 2r SPACE - - - - s - - - -SPACE 8 29 ACC - - - - - - - - - -_91AM 30 ,37 SPACE - - - - _ _ _ - _ _ SPACE2 33 - - _ _ - - _ SPACE 4 5 - - - - -- 3 37 SP - - - - _ _ 30 1 0 0 TVSS 38 �� - - - - _ _ -- S - - S S 40 41 - - - S _ S 42 ALL FEEDER CALCULATIONS ARE BASED ON:THHN/THWN CU. NOT MORE THAN 4 CONDUCTORS N A RACEWAY UBTOTAL 8 CIRCUIT TYPE SHUNT TRIP Lcrl GROUND FAULT ® DEDICATED is ISOLATED GIRD. TOTAL 49• AMPS TOTAL CONNECTED LOAD= 49 AMPS ESTIMATED DEMAND LOAD= 48 AMPS POLE TRIP TYPE RATED VOLTAGE= 120/205 VOLTS 3 PHASE 4 WIRE M EQPT. ORD. = ISOL. ORD. MAINS: 11111 M.LO. =I BREAKER FEEDER SIZE IS MCABLE = SEE Pit 15E P¢ =BUSWAY = BRANCH POLES: 42 BRANCH BREAKERS= 22 KAIC MOUNTING: =SURFACE MFLUSH 11 FREE STANDING ',. N KEYED DOOR: BUS RATING: 125A BRACING = 22 KAIC NEUTRAL BUS IS; ' =HALF SIZE M.FULL SIZE L7 KRATED (1.5) N KRATED (2.0) GROUND BAR: IIIIII EQUIPMENT = ISOLATED = BOTH ENCLOSURE ENEMA 1 = NEMA 3R E:1 NEMA 0 ( } CLASS ? ( } DIV ? FEED LOCATION : =TOP M BOTTOM = FEED THRU PANEL TYPE : =FUSED 1111 CB PLUG IN = CB BOLT IN BRANCH ONORMAL = EMERGENCY = UNINTERRUPTABLE S = SAME AS ITEM OR DEVICE AS ABOVE LOCATION: tID RR fE01 IY xntRl PANEL " 2 L C " SCHEDULE SPEC: SQUARE '0' OR EQUAL =EXISTING ■NEW NCOPPER BUS =ALUMINUM BUS CKT. LOAD DESCRIP71 N F WIRE GIRD. COND. POLE1 TRIP KVA A PHASE KVA B PHASE KVA C PHASE POLE/F, TRIP COND. GRD. WIRE LOAD DESCRIPTION CKT 1 SPARE - a0 1.0 ae 2 2RCPTS - 203 SWTH 2 3 SPARE - - - 2 1.0 1 MIS 1 2 2 2 RCPTS - 20 4 5 SPARE- - - 0 -- 1.0 0.8 20 Z 2 ROPTS - 03 SOUTH 6 7 ARE - - 20 1.0 Q8 20 2 2 RCP 3 SOUTH 8 9 - - - z0 1.0 - - - - - SPACE 10 11 SPARE - - - 20 1.0 1 SPACE 12 13 - _ 1.0 s 14 15 - - - 1.0 - - - ?6 17 - - - 1.0 - - - - - 16 19 20 1.0 � - - - - 20 1 _ _ - _ SPACE 22 SPAM- - - - - - - -SPACE 24 25 S ACE - - - - _ - _ _ _ 26 7 SPACE - - - - - _ _ _ 8 29 DACE _ _ _ _ -- _ - - - - SPACE 3 1 SPACE - - _ - _ - _ _ - SPACE32 33 SPACE - - - - - - - SPACE 34 35 - - - - _ _ - _ - - SPACE 36 37 SPACE - - - _ _ _ - 36 39 SPACE _ _ 40 41 - - - - - - 42 ALL FEEDER CALCULATIONS ARE BASED NOT MORE THAN 4 CONDUCTORS 0 IN A .THHN/THWN CU. ACEWAY SUBTOTAL 5.8 3.8 3.8 CIRCUIT TYPE ' sT SHUNT TRIP sF GROUND FAULT �g DEDICATED ISOLATED ORD. OTAL KVA TOTAL 37 AMPS TOTAL CONNECTED LOAD- 3 I AMPS ESTIMATED DEMAND LOAD= 37 AMPS POLE TRIP TYPE RATED VOLTAGE= 120 VOLTS 3 PHASE 4 WIRE 0 EQPT. ORD. -=ISOL. GRD. MAINS: 11111M.LO. =BREAKER : I - - FEEDER SIZE IS: 111CABILE = S E E FR 1 S E F2 =BUSWAY = BRANCH POLES: 42 BRANCH BREAKERS= 10 KAIC MOUNTING: OSUR('ACE R7 FLUSH =FREE STANDING 0 KEYED DOOR: BUS RATING: 100A BRACING = 22 KAIC NEUTRAL BUS IS: =HALF SIZE 0 FULL SIZE ❑ KRATED (1.5) 0 KRATED 2,0) GROUND BAR: N EQUIPMENT ❑ ISOLATED BOTH ENCLOSURE : MNEM 1 = NEMA 3R =NEMA 4X ( ) CLASS ? f ) DIV ? FEED LOCATION : =TOP m BOTTOM =FEED THRU PANEL TYPE : =FUSED 11 CB PLUG IN = CB BOLT M BRANCH: I♦NORMAL = EMERGENCY = UNINTERRUPTABLE S = SAME AS ITEM OR DEMO AS ABOVE LocATlorl: yo RR caAn1R RYI =EXISTING 0 NEW I PANEL " 2 U" SCHEDULE SPEC: SQUARE V OR EQUAL I COPPER BUS = ALUMINUM BUS LOAD DESCRIPTION F WARECKT. WARE I ORD. COND. POLE TRIP KVA A PHASE KVA B PHASE. KVA C PHASE POLE/F, TRIP COND. GRD. WIRE LOAD DESCRIPTION CKT - - - 1. - 20 - - - 3 - - - 1.0 - _ - SPARE 4 5 - - - 1.0 1.0 - - - - 6 7 SPACE - - - - - - - - 9 _ _ 1 11 SPACE I_ _ _ _ 12 13 SPACE - - - - - - - - _ - - SPACE 14 15 SPACE - - - - _ - - ACE 16 17 SPACE - - - - - _ - - - - ACE 18 19 - - _ _ _ - - - SPACE = 0 1 - - - - - - 22 SPACE - - - - - - 24 SPAM- - SPACE 26 SPACE SPACE - T8_ 29 SPACE - - - - _ _ _ _ _ _ 30 1 SPACE IZO 30 1 2 2 2 PNL 1U 32 ' - - - - 2.0 S _ S S 34 00 S - S S1 36 E 1 0 0 1 38 9 1 SPACE - - - - - - - S S S 40 1 - S 1 S 1 IN 4 ALL FEEDER CALCULATIONS ARE BASED NOT MORE THAN 4 CONDUCTORS IN ON: A RACEWAY HN/THWN CU. UBTOTAL 4. CIRCUIT TYPE 5T SHUNT TRIP ® GROUND FAULT ® DEDICATED @ ISOLATED ORD. T TOAL 33 (gyp$ TOTAL CONNECTED LOAD= 3 AMPS ESTIMATED DEMAND LOAD= 33 AMPS POLE TRIP TYPE RATED VOLTAGE= 120 VOLTS 3. PHASE 4 WIRE 87 EQPT. ORD. q ISOL. ORD. MAINS: =M.LO. 0BREAKER : 1 3 150 FEEDER SIZE IS: 0CABLE = S E E F21 S E FZ = BUSWAY = BRANCH POLES: 42 BRANCH BREAKERS= 10 KAIC MOUNTING: =SURFACE M FLUSH = FREE STANDING 0 KEYED DOOR: BUS RATING: t00A BRACING = 22 KAIC NEUTRAL BUS IS. =HALF SIZE MULL SIZE ED KRATED (1.5) 111111 KRATED (2.0) GROUND BAR: 0 EQUIPMENT = ISOLATED = BOTH ENCLOSURE WNEMA I = NEMA 3R = NEMA 4X ( } CLASS ? { ) DIV ? FEED LOCATION : =TOP m BOTTOM = FEED THRU PANEL TYPE.: =FUSED I M CB PLUG IN = CB BOLT IN BRANCH: ONORMAL = EMERGENCY = UNINTERRUPTABLE S = SAME AS ITEM OR DEVICE A S ABO RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DD3E HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561),-659-5546 mail@regarch.com CORPORATION NUMBER AA4)02447 - �L ��- CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH. P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ELECTRICAL SCHEDULES REVISIONS I NO. PERMIT SET ISSUED JANUARY 31, 2003 DATE 08-07-02 SCALE AS NOTED DRAWN DJP CHECKED DKO REG No. 1 1� a, r �I 1• 1 � . 1 �.. •.d a r 1• 11 1♦ 1 ••n � 1 r+ a rr r•��o � •i ••,r••. rl ro. 1 1 1r S E-12 BODY CASTING BEAM CLAMP I.T.T. GRINNEL FIG. 92-/ -AT LEAST ONE FULL THREAD OF ROD MUST BE EXPOSED. STEEL E MALLEABLE BE GRINNEL FIG. - SET -SCREW -ALL THREAD HANGER ROD PIPE HANGER F I.T.T. GRINNEL I U. L, /F. M. APPREIVED Ki6M SYMBOL DESCRIPTIDN P-1 FLOOR MTD. FLUSH VALVE WATER CLOSET P-14 FLOOR MTD. FLUSH VALVE WATER CLOSET (HC) P-2 DROP IN OVAL I P-2A WALLHUNG LAVATORY (HC) P-3 ELECTRIC WATER COOLER P-4 JANITOR SINK FD-A FLOOR DRAIN (MECH RM) TRAPS, TAIL PIECES, AtJID STOPS BY MCGUIRE. (PROWRAP ON HC TRAP) i BY ZURN OR JAY R. SMITH. D PURCHASE AND INSTALLATION CONTRACTOR TO GET FINAL APPROVAL ON 'FAUCET SELECTION BY OWNER. AMERICAN STANDARD #2234,015 SLOAN ROYAL LUSH VALVE #111-YBYC AMERICAN STANDARD #3043.102 SLOAN ROYAL FLUSH VALVE #111-YBYC AMERICAN STANDARD #0476.028 SELF RIMMING FAUCET - AMERICAN STANDARD #1340M.000 AMERICAN STANDARD #9141,011 FAUCET - AMERICAN STANDARD #1340M,000 (2) ELKAY #LI EA-8 STAINLESS STEEL (EWC) MOUNT 1 UNIT T HC ACCESSIBLE HEIGHT 36' TO BUBBL R STERN WILLIAMS #SB-900-BP CHICAGO FAUCET #911-IS W/VB, MOUNT 36-AFF JAY R SMITH # 233 YG :TC — 4' 2' 1 /4' - 4' 2' 1 �/4' - 2' 2' 1/ - 2' 2' 1/ _ 2' 2' 1/2' 2' 2' 1/2' - 4' 2' 1/2' CW RESEAL PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION 5 SANITARY WASTE PIPING SAN / W SANITARY / WASTE --------- SANITARY VENT PIPING V VENT - RWL-- RAIN WATER LEADER PIPING RWL RAIN WATER LEADER S STORM DRAIN PIPING SO STORM DRAIN - COLD WATER PIPING CW COLD WATER -- HOT WATER PIPING HW HOT WATER -CD CONDENSATE PIPING CD CONDENSATE BALL VALVE W INDIRECT WASTE -w- CHECK VALVE HB HOSE BIBB ® FLOOR DRAIN FD FLOOR DRAIN ROOF DRAIN RD ROOF DRAIN -�- HOSE BIBB HB HOSE BIBB C PIPE DOWN EWH ELECTRIC WATER HEATER d- PIPE UP TYP TYPICAL PLUM13ING SPECIFICATIONS 1. PLUMBING SYSTEM INSTALLATION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING/PLUMBING CODE, ALL LOCAL CODES AND ORDINANCES. CONTRACTOR SHALL PROVIDE ALL SYSTEM COMP NEN AND METHODS OF INSTALLATION IDENTIFIED ON THE DWGS AND WITHIN SPECIFICATIONS. . TEST SYSTEMS PER ALL LOCO & STATE CODES AND AUTHORITY HAVING JURISDICTION. -3. PROVIDE STOP/SHUTOFF VALVES AND CALCULATED AIR CHAMBERS/SHOCK ABSORBERS AS APPLICABLE AT EACH FIXTURE AND EQUIPMENT SUPPLY. 4. THE CONTRACTOR SHALL MAKE' ALL NECESSARY CONNECTIONS TO ALL EQUIP FURNISHED BY OWNER. 5. CONTRACTOR SHALL COORDINATE EXACT FIXTURE LAYOUT WITH ARCHITECTURAL DRAWINGS. 6. THE CONTRACTOR SHALL, 'COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. PRIOR TO COMMENCEMENT OF W RK, VERIFY MEASUREMENTS AT BUILDING SITE. NOTIFY ARCHITECT AND/OR ENGINEER OF ANY IICHA GES REQUIRED DUE TO SUCH CONDITIONS BEFORE PROCEEDING WITH THE WORK. SUBMIT DISCRE.PANCIES, DIFFERENCES AND PROPOSED VARIATIONS TO CONTRACT DOCUMENTS FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE At D COMPATIBILITY WITH ANY INTERFACE OR CONFLICT OF EXISTING SERVICES AND INCORPORATE SUCH ACCOMMODATIONS INTO THE CONTRACT. AN ALLOWANCE SHALL BE MADE IN THE BID TO AOCOM ODATE DIFFERENCE FROM THE ACTUAL LOCATION VERSUS THE LOCATION INDICATED FROM THE IMITED FIELD WORK AND AVAILABLE AS -BUILT DRAWINGS. CONTRACTOR SHALL COORDINATE WITH ARCH / OWNER FOR PIPE ROUTING IN EXISTING AREAS WHERE CEILING, SLAB AND OCCUPANCY IS TO REMAIN DURING CONSTRUCTION. 7. COORDINATE ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE ROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, STANDARDS A'ND AUTHORITY HAVING JURISDICTION. 91 PAINT ALL EXPOSED EQUIPMENT AND PIPING AS DIRECTED BY THE ARCHITECT. 10. EXISTING EQUIPMENT, PIPING, ETC. TO REMAIN SHALL BE RELOCATED AS REQUIRED TO ACCOMMODATE CONDITIONS AND NEW CEILING HEIGHTS, PARTITIONS, ETC.. 11. ALL EQUIPMENT SUPPORTS, PIPING SUPPORTS, AND ROOF PENETRATIONS SHALL BE FABRICATED AND/OR INSTALLED IN A MANNER ACCEPTABLE TO THE BUILDING STRUCTURAL ENGINEER. 12. WATER: DOMESTIC COLD, HOT AND HOT WATER RECIRCULATION PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT FITTINGS, WITH 95/5 LEAD FREE SOLDERED JOINTS. TYPE "K" COPPER BELOW FLOOR SLAB. INSULATE ALL HOT WATER AND HOT WATER RECIRCULATION PIPING USING 1" THICK FIBERGLASS INSULATION HAVING A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPMENT OF 50 OR LESS IN ACCORDANCE WITH'ASTM E-E34, NFPA 225 AND UL 723. FOAMGLASS INSULATION LAND SHALL BE USED WHERE PIPING PENETRATES WALLS. 13. SANITARY WASTE, VENT WL: PIPING SHALL BE CAST IRON NO -HUB SYSTEM WITH STAINLESS STEEL COUPLINGS. PVC PIPING NOT ACCEPTABLE FOR PLENUM RETURN. 14, ALL HOSE BIBS AND HOSE CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. EACH HOSE BIB SHALL BE PROVIDED WITH AN INDIVIDUAL SHUTOFF VALVE.' 15. PROVIDE ALL FIXTURES AND QUIPMENT WITH APPROVED PLUMBING FITTINGS. VISIBLE PARTS OF FIXTURE AND EQUIPMENT TRIM AND ACCESSORIES, INCLUDING SUPPLIES" P-TRAPS, WASTE ARMS AND ESCUTCHEONS SHALL BE CHROME PLATED. RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDaE HIGHWAY,SUITE 201 WEST PALM BEACH F L O RID A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 61) - 6 5 9 - 5 5 4 6 mail@reguch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. PLUMBING SPECIFICATIONS, SCHEDULES AND DETAILS REVISIONS NO. DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG -No, r x•.� r « xr rr«x r � •.x:. ••r•r r r r' i1L xr r • r r cxr r r r• r x•. r r r ••a x� r• r• rr r, r r, • « x P-1 \ I \ \ 1 2 3 4 5 6 l 8 9 Im II \ — — — — — — — DMv DMv D DMv DMv DMv DM DMv DMv DMv D 14 \ \\\ 2 \ \ \ \ \\ 4" 1 , I \ \ \ O11 /7tj 4"' Ll DC AIN I I —WRI 1 \ jN'w' \ 2,1 / n1T1 1�T ORCI-J SS AREA _ - \ OMPU ER „ \\ - 112 2m a FpR UTUII 6 5 T T I T T DMv? OMv1ff TAX COLLECTORS' j 5REAKROOM ' 1 105 � 6k�C AL I I \ / \\\ A OM STAIR I I / \ W M FD-1 Tou HALL ✓ � TH EC ANICAL 02 06 \\\ P— —1A na LO BY Es OI P-2A RESEA CH/ \ OPEN / fI /. c \ \ i , TO COUNTERS �I ECEPTION LEVAT ELEVADTo \ / ORCH COUNTERs c , , MEGHANICA 108 I 1A'' \\\ /// 2' 1" 1 PING 5 _ �1 2" C / 4" II " / II 4 VENT I M CHANIC L - 'Z)P 115TRA I V� D I E 2—WAY CO ASSISTAN 5 ANITO r� ' 12 P-4 PROPERTY ' APPRAISER I01 CONFERENCE Room 4" SANITARY, FOR GOPY/FI E A F 2 122 CONTINUATION A N REFER P 1 TOILIET TO CIVIL DWG. 119 —I iE S I APPRA ER OFFICE 1 1 1 /21' CW, CAP u R . 123 MANAGERFOR FUTURE WO Al I s OFF ICE r li I I II 'FIE Lp ST nkFF APPRAISER 16 OFFICE 2 1 124 _ _ _ — _ 1 mOFFCERzs ma-]14„ WASTE J 12" CW T I I I I APPRAISERS 'I L-----JIL— — I OFFICE 3 125 I TAIR A -- 6"RWL SEE CIVIL DWGS FOR CONT 8"O.D. THRU WALL SPILL TO GRADE �1 I STORAGE SUPEIRVI 338 3T 1 1 I' 1 I'II r� �4 12 DMv 13 »Yv ERVI. 128 4" 4" 1 1 /2" CW, FOR FUTURE VAULT 136 r�\ 2" CW FROM BFP REFER TO CIVIL DWG FOR CONTINUATION I ' I STORAGE TAX COLLECTOR 1 I 130 2 STAFF —1 TOILET 131 P-2 P-2A I ' 1 ADA STAFF P 1A , TOILET I 132 I STAIR C 7— I \ I ACCOUNTING 135 I I I I I r� r OFFICE MANAGER 133 CONFERENCE ROOM 34 6"RWL SEE CIVIL DWGS FOR CONT 8"O.D. THRU WALL SPILL TO GRADE -ARCHITECTS —INTERIORS •PLANNERS INCORPORATED 1 I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIIE HIGHWAY, SUFFE 201 WEST PALM BEACH FL0RIDA33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 �y CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl, FIRST FLOOR PLAN PLUMBING • QI► I . DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. P-2 I �\ P-1A y \ P-1 _ P 2 _ ____------ _ _ V------------- — REs+cSbM 4 P-3 FUTURE EXPANSION 205 STAIR `4" W DN CAP \ CW UP 2„ DN ! MULT-PURPOSE TRAINING ROOM FUTUEXPANSION 203 OPEN \ TO TOWER ! ABOVE! FUTURE MECHANIC 3/4 CW MAKEUP FOR HVAC, _ i PROVIDE IN LINE B CdORD L 204 � LOCATION W/MECH DEfAWINGS DI STOFkQCiE BRIDG , 20S\: 201 1 ----------- I OPEN El TO / \ OFFICE 212 WAITING ! \ \! ! ROOM 214 \ / VESTIBULE a ---- --- ---- 20a AREA 0 N '>\ MEN S P i RESTROOM MECI-I NIGAL - `-- _ - t --- - = -- z 21mso m i 3 L1T=ERv1I 1 1 /2"06 CAP WOMEN'S — — — — F Lff#�Tt9�fl FES i RESTRooM � - - - — - - — - - — - - - - - - - —© 4" W DN J BREA< 4 STAFF PROPERTY APPRAISER " 2" CW DN ROOM �� a1.1 211 CONFER CE 215 FIELD STAFF 219-A ! -- - - - - - - - - D COMPUTER -- ------ - - SERVER 216 ' 4"UP TO RD & 6" UP TO O.D. (810 SQ.FT) FIELD 8TFF TYPICAL FOR — 4 P�FO FUTURE I' FIELD STAFF 219-G -- 4 DN --- - -- MELD STAFF ----0 219-D up 2" C DN 4" W DN 4" VTR UP 2" CW DN 1 1/2" CW, CAP FOR FUTURE 6"RWL—DN 8"O.D.—DN V RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDGE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401' PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX; (5 6:1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 a� CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. SECOND FLOOR PLAN PLUMBING W --® DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. OWNERSHIP MID USE OF THESE DOCUMENTS h SPEfa TIDNS AS INSIROMENIS OF SERVICE ARE MD SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE WA FOR s ELMWO OR NOT, THEY SHALL. NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THE PROJECT IN OTHERS, EXCEPT BY ADRE7]ENT IN WRDNO MD WITH APPROMTE COMPENSATION TO THE ARCHITECT. P-3 DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. OWNERSHIP MID USE OF THESE DOCUMENTS h SPEfa TIDNS AS INSIROMENIS OF SERVICE ARE MD SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE WA FOR s ELMWO OR NOT, THEY SHALL. NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THE PROJECT IN OTHERS, EXCEPT BY ADRE7]ENT IN WRDNO MD WITH APPROMTE COMPENSATION TO THE ARCHITECT. P-3 lm� c m E \: I f / / 2 3 4 5 II II I i II II I i II I I I I I I I � I I I I I I \ �4"VTR I I� \ / D.D. I \ I) / YRD �c 4"0.D. / 600 St. II I I' I I jg( R.D. \ 10, 00 ok XO - O.D. R.D. O.D. D. �' R.D. O.D. R.01 O.D. \V 4�RD & 6 O D. N'RD 6"0.D. 1,185 SQ.FT. I I I I I I I I I II I II I I I � I I I I I 1.8 I I I II /i I 4"RD & 810 SQ.FT I / 2 I 3 i 1.4 _ — O D.D. I 4"VTR 0* R.D. I I I 4"RD & 6"O.D. 810 SQ.FT. II I I II I II I O D.D. R.D. I I � I 4"RD & 6"O.D. 810 SQ.FT. I I I I II i I I I II I 4"RD & 6"O.D. 810 SQ.FT. 00.0. I 4'VFR R.D. I i I I I II I � I I I ROOF FLAN SCALE: REG *INTERIORS • P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DDE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regardLcom CORPORATION NUMBER AA-0002447 v1� CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. ROOF PLAN PLUMBING REVISIONS NO. DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. OwIFR W AND USE OF 7HIM DOCU►M & SPECRICA7M AS RSIRISIM OF SINAM ARE AND SHALL ROM M PROPERTY OF 1NE MINIM WHETHER THE PMMT THEY ARE MWE FOR 5 E10:CM OR Mg. 7HET SMAl1 NOT IE USED fff THE OWNER OR OTHERS ON ODIER PFAWIS OR FOR ADIMM M 1HEi WRR�APPROPMTE OCIMPE M710NN ND AND 7D THE AF011 F. P-4 ' v 2'L, 4" VTR 2' JIB P-1A <` 4" VTR jl� 4" VENT CAP FOR FUTURE 9'-6" A.F.F. 4" VENT CAP FOR FUTURE 9'-6" A.F.F. m CO. i 2" 2" CO.2 P-1 � \ � .l P-2A i z- '4J P-3 :qP-2TCC .Co. 2" j 4" I P-2A i 2" I v= CO. 1 ..•�`,� 212 V� 4« I 2° i- 4" 4" CO. CO 4"3 FD-1 SANITARY ISOMETI SCALE: N.T.S. 1 1/2" CW, CAP FOR FUTURE 3" P-1A -- 3" CH /- \_ 4" 2" P-1A 4" 4"- V. CONTINUATION 2 2" f.� 4" i 4' ` P-1 < �jI I I I P-2A �i 4" 3� 4 L ;P�CO. CO. P-1A 2" 4" CO FOR FUTURE CC- FD-1 Y n" �r D HAMMER ARRESTORS (TYPICAL) DOMESTIC WATER ISOM 4" VTR 4" VENT CAP FOR FUTURE 9'-6" A.F.F. 4" VENT CAP FOR FUTURE 9'-6" A.F.F. 2" CW SERVICE REFER TO CIVIL DWG FOR CONTINUATION �t -ARCHITECTS -INTERIORS • P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) - 6 5 9 - 5 5 4 6 mail@regarch.com CORPORATION NUMBER AA-0002447 2) 8� CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl, PLUMBING ISOMETRIC RISERS REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. -Ir � -a •'1-r 1 ]' 1- 1 ']• • •a '] 1' 1' 11 1 . 1 P-5 Pipe Hanger Spacing Per NFPA 13 Table 6-2.2 Pipe 3/4" 1- 1 1/ 4" 1 `1/2' 2" 21 /2' 3' 3 1/2- Size Steel Pipe (Except Lightwcll) N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 1 0 Steel Pipe Threaded Lightwcll N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N A Copper Tube 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 Hanger No. 11 Top Beam C—Clamp PE H, TEST � ACCES' PROVIC SIGN DUAL VALVE L FIRE PROTECTION SPECIFICATION 1. FIRE PROTECTION SYSTEM SHALL BE IN COMPLIANCE WITH THE LOCAL FIRE CODES AND ORDINANCES. 14. COORDINATE AND PROVIDE ALL MATERIALS AND SERVICES REQUIRED FOR ELECTRICAL TO MAKE SYSTEM SHALL BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR AND PER NFPA-13. ALARM SYSTEMS OpER TIONAL AS RELATED TO FIRE SPRINKLER SYSTEM. 2. SUBMIT COMPLETE SHOP DRAWINGS OF SYSTEM DESIGN AND MATERIALS TO OWNER INSURANCE AGENCY 15. VERIFY ALL DIIMEN IONS AND CLEARANCES WITH THE STRUCTURE PRIOR TO ANY FABRICATION OR AND ALL AUTHORITIES HAVING JURISDICTION. OBTAINING THEIR APPROVAL PRIOR TO SUBMITTING SHOP INSTALLATION. DRAWINGS TO ARCH. 16. SPRINKLER HEADS WHERE INDICATED ON THE BID DOCUMENT ARE SHOWN FOR COORDINATION 3. FURNISH ALL NECESSARY EQUIPMENT AND LABOR TO DESIGN AND CONSTRUCT INSTALLATIONS OF PURPOSES ONLY, CONTRACTORS ENGINEER OF RECORD FOR SPRINKLER SYSTEM SHALL VERIFY COVERAGE AND SPRINKLER HEADS, VALVES, SWITCHES, CONTROLS, ALARMS, ETC. FLUSH AND TEST SYSTEM PER ADD HEADS AS REQUIRED. CONTRACTOR SHALL INCLUDE IN HIS BID ALL ADDITIONAL HEADS, PIPING, AND ALL LOCAL & STATE CODES AND AUTHORITY HAVING JURISDICTION. SYSTEM COMPONENTS AS REQUIRED FOR A FULLY SPRINKLERED BUILDING, WHETHER OR NOT SPECIFICALLY SHOWN ON CONTRACT ' DOCUMENTS. 4. ALL MATERIALS AND WORKMANSHI SHALL BE IN STRICT ACCORDANCE WITH ALL OWNERS REQUIREMENTS �' AND LOCAL CODES AND ORDINANCES.' MATERIALS' SHALL BE NEW AND FREE OF DEFECTS. 17. PROVIDE 12 SPARE HEADS OF EACH TYPE AND WRENCH(ES) IN LOCKABLE METAL CABINET. 5. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. SUBMIT DISCREPANCIES 18. LOCATE SPRINKLER HEADS SYMMETRICALLY WITHIN EACH AREA: COORDINATE WITH CEILING FIXTURES, AND DIFFERENCES TO ARCHITECT FOR CONSIDERATION AND DECISION BEFORE PROCEEDING OBTAIN FULL BEAMS, DUCTS, AND OPENINGS IN CEILINGS AND LOCATE CENTERED IN CEILING TILES AND PASSAGEWAYS TO INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE BE VISUALLY IN LINE AND UNOBTRUSIVE. EQUIPMENT AND MATERIALS UNDER CONTRACT, AND PROVIDE READY ACCESSIBILITY TO VALVES, SWITCHED, AND OTHER APPARATUS, INCLUDING ANY PART OF THE SYSTEM REQUIRED TO BE REACHED FOR 19. VIKING MODEL D- HEAD 'GUARDS, SHALL BE PROVIDED FOR SPRINKLER HEADS LOCATED WHERE SUBJECTED MAINTENANCE AND OPERATIONS. TO BEING ACCIDENTALLY HIT. THESE AREAS INCLUDE THE MECH ROOMS, ELECTRIC ROOMS, AND STORAGE ROOMS. 6. THE FIRE PROTECTION SYSTEM S ALL BE INSTALLED TO COMPLY WITH THE LATEST LOCAL CODES, 20. CONTRACTOR SHAL NOT INSTALL PIPING ABOVE ELECTRICAL PANELS, COORDINATE WALL PENETRATIONS. OWNER'S INSURERS AND AUTHORITIE HAVING JURISDICTION. REQUIREMENTS TO MAINTAIN A FULLY SPRINKLERED BUILDING CONDITION U ON COMPLETION OF PROJECT BASED ON NFPA 13 AND NFPA 14 21. PROVIDE ADEQUATE HEADROOM AND SPACE FOR INSTALLATION OF PLUMBING PIPES, HVAC DUCTS, REQUIREMENTS. PIPING, AND EQUIPMENT, LIGHTING, ETC. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCE WITH OTHER TRADES WITH THE PROGRESS OF CONSTRUCTION AND IN 7. CONTRACTOR SHALL FURNISH AND INSTALL HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLERS STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. SYSTEMS COMPLETE IN ALL RESPECTS, CONFORMING TO ALL LOCAL DIRECTIVES, CODE REQUIREMENTS, OWNER'S BUILDING CRITERIA AND ALL NECESSARY SUBMITTALS TO OBTAIN OWNER'S INSURER AND LOCAL 22. PROVIDE PROTECTION FOR HEADS AND SYSTEMS DURING; COURSE OF WORK BY OTHER TRADES. AUTHORITIES APPROVALS AND PERMITS. PROVIDE AS-BUILT/MODIFIED FIRE PROTECTION SHOP DRAWINGS. REPLACE ANY DAMAGED HEADS AND EQUIPMENT PRIOR TO ACCEPTANCE OF SYSTEMS. 8. ALL PIPING SHALL BE SUPPORTED FROM BUILDING IN APPROVED MANNER, PER NFPA-13. 23. GENERAL CONTRACTOR AND FIRE SPRINKLER CONTRACTOR SHALL EACH GUARANTEE ALL FIRE PROTECTION SYSTEM MATERIALS AND WORKMANSHIP FREE FROM DEFECT FOR A PERIOD OF NOT LESS 9. FIRE SPRINKLER PIPING TO BE SCHED 40 'STEEL ABOVE GRADE INTERIOR PIPING, DUCTILE IRON THANK ONE YEAR :,FROIA DATE OF ACCEPTANCE. BELOW GRADE EXTERIOR PIPING WITH APPROVED FITTINGS, MATERIALS AND WORKMANSHIP. 24. AS BUILT DRAWIN S: CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS, CERTIFIED (SIGNED AND 10. NEW FIRE DEPARTMENT CONNECTIONS WHERE REQUIRED SHALL BE "UL" LABELED BRONZE TYPE. SEALED BY CONTRACTOR'S ENGINEER) PRIOR TO FINAL INSPECTION. BRONZE PLATE SHALL BE LETTERED "AUTO SPRINKLER". 25. ACCEPTANCE:! AFTER THE FIRE SPRINKLER SYSTEM HAS BEEN COMPLETELY INSTALLED AND APPROVED, SECURE A LETTER OF FINAL ACCEPTANCE FROM THE FIRE RATING BUREAU HAVING JURISDICTION AND 11. SIGNS SHALL BE PROVIDED FOR ALL CONTROL, DRAIN, TEST AND ALARM VALVES. SIGNS SHALL BE DELIVER THREE CO, PIE OF THE LETTER 70 THE ARCHITECT. MINIMUM 20 GAUGE SHEET METAL, PICKLED AND TREATED WITH BAKED -ON ENAMEL WHITE LETTERING AND BORDER ON RED BACKGROUND. 26. PROVIDE AND'IIINS ALL FIRE AND SMOKE PENETRATION SEALS FOR OPENINGS IN FLOORS/SLABS, WALLS 12. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, INSURANCE AND TAXES AND OTHER ELEMffNTS OF CONSTRUCTION DEFINED ON ARCHITECTURAL DRAWINGS AS FIRE AND/OR SMOKE REQUIRED TO INSTALL AND COMPLETE THE FIRE PROTECTION SYSTEMS. BARRIERS. FIRE/§MO E SEALING SYSTEM SHALL HAVE THE SAME RATING AS THE BARRIER PENETRATED. INSTALL PER MANt FAC URER'S RECOMMENDATIONS. FIRE STOPPING SHALL BE IN COMPLIANCE WITH ASTM 13. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCE WITH E-814 AND UL 1479. 3M, DOW CORNING CORP OR APPROVED EQUAL. THE PROGRESS OF CONSTRUCTION. OFFSET NEW AND EXISTING REUSED SPRINKLER LINES TO ACCOMMODATE NEW CEILING HEIGHTS, WALLS AND THE WORK OF OTHER TRADES. iO IDENTIFICATION �LGNS SHALL BE OF STEEL CONSTRUCTION ITH DIE PUNCHED LETTERING INCLUDING THE YDRAULIC PLACARD. 2O 4" TO SIAMESE O3 PROVIDE COMPATIBLE FLANGE BETWEEN RISER PIPING AND UNDERGROUND PIPING. FLOW SWITCH WITH TWO SPOT SWITCHES AND RETARD. 0 6" UNDERGROUND HYDRAULICALLY SIZED PIPING FROM D UBLE CHECK VALVE ASSEMBLY. 4" HYDRAULICALLY SIZED PIPING TO SPRINKLER (41 SYSTEM IN BUILDING TO FIRE ALARM SYSTEM (TYP) CV 2" MAIN DRAIN VALVE - WITH SIGN "MAIN DRAIN" OS&Y VALVE WITH TAMPER - AND GENERAL PURPOSE VALVE CONTROL SIGN HYDRAULIC DESIGN DATA FIRE PROTECTION LEGEND SYMBOL DESCRIPTION —SPR SPRINKLER PIPING DR DRAIN PIPING INDICATING VALVE W/TAMPER SWITCH T FIRE DEPT VALVE �— POST INDICATING VALVE G PIPE DOWN PIPE UP CONNECT TO EXISTING FDC FIRE DEPT CONNECTION SPR SPRINKLER DR DRAIN TYP TYPICAL EXIST EXISTING SPRINKLER HEAD SCHEDULE TYPE ORIFICE TEMP CHROME PENDANT CONCEALED 1/2" 165� BU (BRASS UPRIGHT) 1/2" 165� ',HT (BRASS UPRIGHT HIGH TEMP) 1/2" 286� D SIDE ALL 1/2" 1650 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1) 6 5 9- 5 5 4 6 mail@regmh.com CORPORATION NUMBER, AA-0002447 41111 — CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02458 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE Fl. FIRE SPECIFICATIONS, SCHEDULES AND DETAILS DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. OW?ERW AND USE OF THESE DOCUMENTS 3 SPECMTM AS INSIRUTADo OF SERVICE ARE AND SHALL REMNN THE PROPFXIY OF THE NOW WHITHER THE PROJECT THEY ARE WIDE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USm HY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDTDDFB to THIS PROJECT BY OTHERS, EXCEPT BY AMIMENT IN WRITING AND WITH APPROPRN7E COMPENSATION TO THE ARCHTIECf. FP-1 I I I I I a 4 .-5 r 1 8 910 it DMv DMv DM DMV DMv DM bMv DMV 1—_0mv DM FL ZA \ II �\ N.tU \\ z. 112 �\ \ TAX COLLEG R5' y J \ BREAGROO \\ 105 \ \ ELECTRICAL ROOM ® ----- . AIR �', In I 11 A a I Ii I HOME �. LL \2� / ��� THR E 10 REOEA CH / \\ OPEN / TO.. ABOVE 7. I \ / GEPrLON � \ , EVAT HT B ------ - / I \\ / / EiLEvATO PORG+# cowErrERs_ _ li , MECHANICAL I08 TH OOM \ PIN 1" 1 ,1/4• H I MECHANIC4� DLIT HT AMIN5SI i \ Is JANI OR BU PROPER Y 121 APPRAIS R 10T CONFER NG ' 1 1/2" 1" ROO TOILI T 19 —1 1.. 1/4" APPRAISEER' ur �E 2 MANACzE 15 WO K ATIONS OFF iG ITT �-----—�1�--------{ I I I I I FIELD III STAFF APPRAISE S 126 1 1 4-1 OFFICE 2 4 ------ ----- --- —1 ----- -- MANAGER'S - —} OFFICE 2 T 18 I II F I APPRAISER' L----- JIL— — — — —-J OFFICE 3 1.. 1 1/4.. 2 jjjjjjjjjjp� mvk1 l (�I Wp Ins 121 40 N I I s � ° IB 18 v I6 15 t T �. DMv/T DMN/T 714 HT �1ANIiAL STO SUPER 138 13 I I I I I I I I DMv a 128 VAULT 1ul C FIRE SERVICE REFER TO CIVIL DWG FOR CONTINUATION FDC l� 4" SPR ISER — SPR CONTROL VALVE IN VERTICAL SEE DETAIL 5 RACzE COLLECTOR TAX i I 130 5T F U TO ET 717, i 0' O ADS TAFF T, 1 ET 2�1�.. 5T IR G O FIC> MA AGER 33 I CONFERENCE jr-OUNTING ROOM 5 134 • A R C II I T E C T S *INTERIORS •P'LANNER S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546- mail@regarclLcom CORPORATION NUMBER AA-0002447 ra- CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE H. FIRST FLOOR PLAN FIRE PROTECTION REVISIONS NO. PERMIT SET ISSUED P DATE 08-07-02 SCALE AS NOTED DRAWN DC CHECKED REG No. =IP AND USE aF THESE DOCUMENTS 3 SPECDMATIONS AS INSINU TENTS OF SERWCE ARE AND SFWl RU MN THE PROPERTY OF THE ARCH= WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SMALL MDT DE USED BY THE OWNER OR OTHERS ON OTHER PRWECIS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGIMENT IN WRITING AND WITH APP TE COMPENSMION TO THE ARCHRECT. FP-2 9 r \ FUTURE EXPANSION 205 I • I e I u Qj 3- 3" 3- ' WOI . N S REST STAIR � I ` MUL -PURPOSE T NING ROOM 2O 1a T a ^� j a ti FUTURE EXPANSION 203 • I DELUGE CONTROL VALVE ASSEMBLY IN STORAGE ti , \° ^ EN TO TaWER FUTURE ' CLOSET ,_ .� BOVEi ,, MECHANICAL 2' S CAE DGE 204 I 209 , 2 HT I 1y_ ----------- Is ---------------- 2"S R RISIIE OPEN / TQ / 1« OFFICE 1. 1 1 " 1 u • HIGHELEVI 10 : BELOW. 214 - VEST[ 2 / -- --- ----- BU: WOR<NCs AREA 213FT \ MEN'S RESTROOM CHANT AL - _ — — —t==—= 210 200 SU ERVISO ❑ \ — — — — T a 218 ----- ---- - - ----- --- - - - - --0 1 1 /4" 1 1 4" 15REA1< 1 d STAFF APPRAISER 21� `LNE fiL. 21 CONFE R NCE 25 FIEL +STAFF 1 1/4" p_—_--— —__--_ _ _—__ COMPUTER -- ------- D SE R 1 1/4^ 1" FIELD T Z FF 4" FIELD STAFF FIELD STAFF e 2I9-C 349-D L 1 1/4` 1" BU TAI BU U BU 1 I I I III 4" SPR RISER CONTIN ES DOWN I i \ d I RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA 33401 PH: (561) 6 5 9 - 2 3 8 3 FAX: (561) 659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DRAWINGS FOR: ST. LUCIE COUNTY ADMIN. ANNEX SOUTH P02-158 Walton Road PORT ST. LUCIE SECT 61 TRACT K PORT ST. LUCIE H, SECOND FLOOR PLAN FIRE PROTECTION REVISIONS I NO. DATE 08-07-02 SCALE AS NOTED DRAWN DC