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HomeMy WebLinkAboutPGA Golf Club - 20010427ST. LUCIE COUNTY-FIRE^DISTRICT` ,.: BUREAU OF FIRE PREVENTION: r PLANREVIEW 2460:16ode Island Ave .',Telephone (561)-462-2312 'Fort ,Pie'rce, Florida 34950 Fax (561)-462-2323. •. • ? - TYPE 'OF PERMIT New Construction X Tenant Im rovement.Addition. () ( ) p . () "(, ) Renovation/alteration () Shell Only ' urisdietion: St Lucie County Occupancy: PGA GOLF CLUB DELI Building Dept: 20010427 Address: 8563,`Commerce Center Dr Number of stories: 1. , Contractor: Mosley & Son Construction.- `Phone # 561-28-7-6962 Contractors address, ` 1400SE;Monterey-Rdv�^ .' City: Stuart, FL Zip: 34994 Architedt ngineer: David.Miller Phone: 561-655=,1775 ' Building owner...,.• .. PGA Golf:Development Review date: 1 31-00 Occupancy type: " fvlercantile Automatic sprinklers: Yes Gross sq.'ft. 1"739 sq<ft?: Net sq ft: ' Occupant load Based on: „ Construction type . ( NFPA-220) Type: SBCCI: Type:.;:,;' NOTE ;. 1. All revisions must'be in compliance before the final inspection, qr so ndtid, ' 2. The Fire Marshal required 24 hour notice on all inspections. , 3. The respective Building Department shall schedule all final nspections-tliraugh the Fire-Marshal's,Office. i 4. Failed inspections require payment of fee,prior,to,schedulmg of anfurther inspections. 5. Permit.fees'are required to be paid_in hill prior to'any inspections.,,n5' 6. A copy of the required rediAon/s have been transmitted to the Architect ( )Contractor.( ). ' •REVISIONS REQUIRED. 1. A separate permit is required for alter atlons;ur additions to he flrt3,sprinkter system �' .2. Install duct sm.oke'detectors_in the supPty'Air 3. Provide a 2A-10BC rated fire extinguisher. �f ` Reviewed`.By:. / ^ ,Tony Eiento ;Date: Ji npary31, 00 PUBLIC WORKS DEPARTMENT M k_:M 0 R A N D U M' TO: --:'Martha Schurmann, Building Division 'm,:-FROM', _,!Charles A. Canglanelli, Building & Zoning Manager ;PGA, Learning Center _.MATE:- August 7, 2000 300(0 0-7 '.-Engin-ee'n"-ng,.has'reviewed the paving and drainage as-builts for this project and,are`accepting them for completion at this time. A copy of the Engineer's certification is attached foryou'r records. If I can be of further assistance to you in, -'this matter, please let me know. CAG%S'm_,' cc: Donald,West, P.E., County Engineer Dennis Murphy, Asst. Community Development Director -Jan Urso, Zoning Supervisor :aUG.: 0: IGO. Iiij Works A L K' W ® ® ® IlP ® * ® ® aY 6" Lawson, Noble & Webb, Inc. ENGINEERS • PLANNERS • SURVEYORS August 1, 2000 St. Lucie County Engineering Department 2300 Virginia Ave. Fort Pierce, FL 34982 . Attn: Mr. Charlie Cangianelli, Code Compliance Manager RE: PGA Learning Center L.N. & W. Project No. B317 Dear Charlie: S)poM ollgnd &unoo eionl qS 000z o end r- Please find enclosed our final certification package for the above referenced project. Included in this package are Record Drawings for Construction Plans, Field Density Test Results, and Certification Statement. With submission of this package, we request that the county perform a final review of the project. If you have any questions in regards to this package, do not hesitate to contact me. Thank you for your time and consideration. RAM/srb I:\Data\300},A9SkN)'Fy86iSa,WWIMQ1&&AW8,1 106aE63kLET6b"r®OSl4tt8 9 • Port -St-.'Lucie,-FL 34986'- PH. (561) 878-1700 • FAX (561) 878-1802 • Inw-psl®lnw-inc.com • http://www.Inw-inc.com West Palm Beach • Port St. Lucie • Plantation ENGINEER'S CERTIFICATION PROJECT: PGA Learning Center As a registered engineer in the State of Florida, to the best of my knowledge, information, and belief, it is my professional opinion that the required site improvements for the above referenced project, based on field reviews under my responsible charge, have been constructed in substantial accordance with the approved construction plans and the Codes and Ordinances of St. Lucie County, Florida, in effect on the date of plan approval. Attached, as itemized below, are copies of measurements and tests made on the work and materials during the progress of construction, along with "Record Drawing" copy of the construction plans, showing original design in comparison to the actual finished work with all material deviations noted thereon. In my professional opinion, the deviations, if any, noted will not impair the intended functioning of the required improvement. Attachments to the completion statement are as follows: 1. Record Drawings: Paving, Grading and Drainage Plans sheets 1 through 7, .Water and Sewer Plans sheets 1 through 9. 2. Field Density Reports, prepared by Dunkelberger Engineering and Testing. By: Ssl_Stoa (Print/Type Name) Robert A. McSorlev. P.E. #53783 Firm: Lawson. Noble and Webb. Inc. Address: 590 NW Peacock Blvd., Suite 9 City/State/Zip: Port St. Lucie, FL 34986 Phone Number: (561) 878-1700 Dated: August 3. 2000 I:\Data\300-399\B317\DOCS\2000\B317 ENG CERT 7-31-OO.doc MAR-09-00 THU 03:14 PM DAVID MI,L`ER & ASSOC. 5616974105 P . 0 2:::.:,...:. r5•`' David Willer and Associates, P.A. March 9, 2000 _ St. Lucie County Dept. of Comm_ uaity Development- 2300 Virgiuta Avenue Ft. Pierce FL 34981 David Miller, ,A►.1'.A.. NCARR RE. PGA: Lea ping Center / Deli Permit # 20010421 To Whom-Zt May Concern i ' Attached please fittdithe defaxls on tbie grease tr, ay for:tlie above refexx<c d .projet his VV'3 ' L reggested,by the, pin revxewe`r as a pait'lo£tk�is°•interior coz ipletiQ. perpiA .The ,lxell carA Cruet tarn ` documents sad civil, ei� inee ` g ring drawidg8 have been:provided previously, �p1ea$e .66,Wc0ie i�F i you have any questions or concerns. Thank you. Sincere id Miller, A.I.A. Rm/sjc4-00,-zo -Attachrnent IY LUpw C`+ UNTY ®�IL#1!Plt� Mgm cc: -Phil Morgan; Mosley Construction. l�e+r__� + M Ej Architecture -Engineering • Planning • Co' stxuetion M I�iterxor T�esxgn 2090 Palm Beach Lakes Blvd., 'Suite'05 West_Paim*ach, P1ofrida 334,Q9 ... _ MAR-09-00 THU 03 : 15 PM DAV I D Mj'1,1 LER- & ' ASSOC. 5616974105 P.03 i IINi�RCEP70R TO 9E CASTS IN COVER PLAN VIEW N.T.S. BRICK MASONRY ('TYPICAL) RING AND COVER (HEAVY DUM r SUBMfT SHOP DRAWINQS 22"(TYP �uD 8* TRAFFIC BEARING 8' INLET A'T `la WATER LEVEL OPENING v N SECTION VIEW N.T.S. GREASE TRAM DETAIL fE COLLAR IUT BRING CLEAN -OUT TO GRADE (TYPICAL BOTH INFLUENT AND EEFFFFLLVUENT LINES) 8'OUTLET OPENING (FILL OPENING AROUND PIPE WATER TIGHT WrM WATER -PROOF GROUT)CMICAL) STAINLESS STEEL BRACES, BRACKETS NUTS AND BOLTS (M CQ N.T.S. 750 GALLON NOTES: 1. SHOP DRAWING FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT.- 'THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL. THE REGUIREMENTS FOR GREASE INiERCEF'TORS�SEPTTC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE. CHAPTERS 100-6 AND 10D�B SPECIFICATIONS ANb STADARDS , David Miller and Associates, P.A David Miller, A.I.A., .NCARB April 10, 2000 St. Lucie County Dept. of Community Development 2300 Virginia Avenue Ft. Pierce, FL .349$2 RE: PGA Learning -Center Permit # 2001:0427 To Whom It May Concern: The interior CMU walls can be installed utilizing filled cell construction and, V' -$,job jn lieu pf"", tie beams. The steel utilized will be number 5 reinforcing bars. These walls, as pesEutly, installed, will extend 12' in height. The drywall contractor will install a metal stud assebly above the CMU walls to close off the walls to the deck. The walls as prsentl installed QveF tie turn down footings are acceptable. Please notify me if you have any gq#st pA§ or q nceMs. Thank You. j /e d r'51'o A/ ST. LUCIE COUNTY BUILDING DIVISION REVIEWE FOR C M NCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Architecture •` Engineering • Planning . 'Construction Management • Interior Design 2090 Palm Beach Lakes Blvd., Suite..205 West Palm Beach, Florida 33409 (561) 697-4700 • (561) 697-4105 Fax -DEL, I TA A !7V• - REQUEST FOR 30 DAY TEMPORARY POWER RELEASE, &Z zr�,00 PE RMIT NUMBER: ST. LUCIE COUNTY BLDG. & ZONING 2300, VIRGIN14, AVE FORT PIERCE,, FL 349k-5652 ­—__Ph._(561) 462-2165 E) In����0I 461-1148 JUN 2 1 , 007 1 —PROPERTY; ADDRESS: - PUS ST. ]LUCDE CCU FL THE. UNDERSIGNED -,HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE, DESCRIBED PROPERTY, FORA PERIOD NOT TO EXCEED THIRTY -.PAYS"­',F R THE PURPOSE -OF TESTING SYSTEMS `1�QUIPM]9,NT - IN 11 �O . G-.,-. EKS,IAND PkERA�"TION:FORYINAL INSPECTION..`I. ; _ -AT -:OF-".PROVAL OF N CONSIDER I -ON THE REQUEST WEHEREBY ACKNOWLEDPEAND AGREE .AS,*QLLOWS: L. This temporary reIeAs'e'ifi` requested _y,powgr iAted purpoklonly, and.. -there' Will,' be, no y of any type, -Other than that permitted by :construction -duringthistime period. 2. , As witness by our signatures, we .hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled ..,Requirements for 30 Day Power for Testing" have"- been fulfilled and. the p , remises is ready for compliance- inspection. WE HEREBY RELEASE AND AGREE TO HOLD ILARMLES8 -ST. L YCIE COUN,TY, AND THEIR EMPLOYEES FROM ALL -LIABILITIES AND CLAIMS OF -ANY TYPE OY" NATURE WHICH MAY. ARISE NOW OR IN THE FUTURE OUT' - OF, THIS TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY PEINCURRED DUE -TO )_ THE DISCONNECTION -OF ELECTRICAL POWER IN THE EVENT OFVIOLATION OFf THIS AGREEMENT. OWNER 1114-C - - �)E,CTR1CAL_.'C ONTRA:CT.-dk.,,, .SIGNATT [GNAT RE V. 7, F-- 0 w F 0 Ln (Y) cv m m r-, MW a, 75 .--4 0 Q n m m 0 aoD2oq I LLJ E d m c� v- cy) I VyJ T 75 of 0 z n m MATCH LINE (See Sheet 4) 1 TYPE F,CURgFIED I IY L.r IV n%ll- O 8:28% 0.23L.A.E` B ►J B t V s A§jTl 1 .� I yK) 'ROOF DRAIN o INV. = 23.81 ✓ NOTE: DRAINAGE FOR GOLF RANGE AND PUTTING GREENS PER GOLF COURSE DESIGNER'S SPECIFICATIONS. GOLF RANGE 20LF 36" BCCW o &7-77f. ALL DISTURBED LAKE BANKS TO BE RESTORED AND RESODDED. MATCH LINE (See Sheet 4) 302 LF 36" RCP O 0.67% C�•)a.% a8.53 as o l a,L93 at•gl 0 8 20 40 80 120 SCALE: 1" = 40' LEGEND LAKE MAINTENANCE EASEMENT UTILITY EASEMENT L.M.E. U.E. LIMITED ACCESS EASEMENT L.A.E. EXISTING STORM SEWER WITH ❑ CATCH BASIN STORM SEWER LINE WITH JUNCTION BOX STORM SEWER LINE WITH CATCH BASIN AND NUMBER EXISTING SANITARY SEWE MANHOLE R LINE WITH— — — -3- — — — EXISTING PRESSURE PIPES & SEWER PLANS) (SEE WATER— — — — — — — PROPOSED ELEVATION 0.00 EXISTING ELEVATION oqo DIRECTION OF FLOW STOP SIGN & STOP BAR HIGH POINT H.P. IRECORD DRAWING SHEET 2 OF 7 THIS IS TO CERTIFY THAT THIS PROJECT HAS BEEN SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH • APPROVED PLANS AND SPECIFICATIONS AND THAT ANY DEVIATIONS NOTED ON THIS RECORD DRAWING ARE AS IFURNISHED BY THE CONTRACTOR TO THE ENGINEER AND BASED UPON ON -SITE OBSERVATIONS OF CONSTRUCTION SCHEDULED AND CONDUCTED BY ME OR BY A PROJECT w J W d In � Z CL 0 I—i z (� J Q LLJ > ir ir o W w a z Z LL Q w CL I Ir arm CLo II 0- Q Y m Ld M _I ui L) m cf D m V LL p O ro o C� 0 M U ® } C o W 60 3 ® > o ® a..® I. o LL u a ® ® J . ® N E - w J to ® o • _ W 0' o co co ® _ +� I >, Z S c0 O ® ®4 (n r- -6N a J ® a s N n =v • m X O ca ® �co o (D ¢ ® (0, E w (� Iu �o T 0 .�z Z co 0 Z � � m oJw W Ln Erb "3A-3Z Q 2, lot B317 SHEET 2 OF 7 H- W E d (U U7 ('') 0lei 4� MATCH LINE MATCH LINE (See Sheet 5) (See Sheet 5) • 8 20 40 :• 120 SCALE: 1" = 40' LAKE MAINTENANCE EASEMENT UTILITY EASEMENT LIMITED ACCESS EASEMENT EXISTING STORM SEWER WITH CATCH BASIN STORM SEWER LINE WITH JUNCTION BOX L.M.E. U.E. L.A.E. ❑- STORM SEWER LINE WITH _41- CATCH BASIN AND NUMBER EXISTING SANITARY SEWER LINE WITH— — — MANHOLE EXISTING PRESSURE PIPES (SEE WATER— — — — — — — & SEWER PLANS) PROPOSED ELEVATION 0.0D 0 'P EXISTING ELEVATION o� DIRECTION OF FLOW -.411 1 STOP SIGN & STOP BAR HIGH POINT H.P. SHEET 3 OF 7 RECORD DRAWING THIS IS TO CERTIFY THAT THIS PROJECT HAS BEEN SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS AND THAT ANY DEVIATIONS NOTED ON THIS RECORD DRAWING ARE AS FURNISHED BY THE CONTRACTOR TO THE ENGINEER AND BASED UPON ON -SITE OBSERVATIONS OF CONSTRUCTION SCHEDULED AND CONDUCTED BY ME OR BY A PROJECT REPRESENTATIVE UNDER MY DIRECT SUPERVISION. Y U 7 ♦o U) V 1-1 > _j W ir W a z z Y cf Q 2 cy) CL 0 II CL J f`- � < Y m LLJ m _U W U m tU Qp m U LL- in VEM 3bgZ rRm SHEET 3 OF 7 0 0 Ld E d t'T Q\ \O I OD () 3 75 %1D CD n m "w a� ciiTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA 32. C<NJCRETE CURBING SHALL HAVE A MINIMUM OF A 20' TIE IN. DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD 33 P(BBER TIRED ROLLER SHALL BE USED ON SURFACE GRADING AND AND BRIDGE CONSTRUCTION 1991 OR LATEST REVISION, UNLESS OTHERWISE BASIC FINISHING OPERATIONS. NOTED. 34_ TIE FINISH SURFACE OF THE BASE COARSE SHALL BE CHECKED WITH 2. GRADES SfiOWN ARE FINISHED GRADES. A TEMPLET CUT TO THE REWIRED CROWN AND WITH A 15' STRAIGHT EDGE LAID PARALLEL TO THE CENTERLINE OF THE ROAD, AS OUTLINED IN THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 3. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE CONSTRTION 1991 OR LATEST REVISION, SECTION 200-7. APPROXIMATE ONLY; THE EXACT LOCATIONS SHALL BE DETERMINED BY CONSTRUCTION THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE PAVER BRICKS ENGINEER AND NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE I I^ • SC ACTED UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REWIRED. �4AND 4. STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION, UNLESS OTHERWISE SHOWN. 5. CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL (1-800-432-4770) 48 HOURS IN ADVANCE OF CONSTRUCTION. 12" FLUSH HEADER CURB 6. No CONSTRICTION SHALL BE COMMENCED UNTIL ALL REQUIRED FSSUED ERT A t TYP) WHERE -8" LIMER�OCK OR COQUI VA BA AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS I _ 12" STABII'IZED NOTICE TO PROCEED. PAVER BRICKS SUBGf4ADE ABUT DISSIMIl_IR 7. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN PAVEMENT SECTION THESE CHANCED IN SIZE BY REPRODUCTIONN. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. S. BENCHMARK DATUM IS REFERRED TO THE NATIONAL GEODETIC VERTICAL PAVED F3RICK DETAIL - DATUM 1929. ELT: B. 9. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN AN AREA PROVIDED BY THE CONTRACTOR. 10. COST OF SAWCUTTING EXISTING PAVEMENT AND PAVEMENT REMOVAL 2" R SHALL DE INCLUDED IN THE OVERALL COST OF THE PROJECT. 11. ALL PAVEMENT AND CURBING RADII, STATIONING, OFFSETS ANDjJj ELEVATIONS REFER TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. WEARING SURFACE 12. EXCAVATED SOIL MAY DE USED FOR EMBANKMENT PROVIDED THE MATERIAL IS CLEAN, FREE OF ORGANIC SOIL, ROOTS OR OTHER DELETERIOUS MATERIAL. 00 13. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES SUCH BASE AS TURBIDITY CURTAINS, SILT BARRIERS AND HAY BALES WHERE . . NECESSARY IN ORDER TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL WATER QUALITY STANDARDS. Q 14. ALL DRAINAGE STRUCTURES ARE TO BE FURNISHED WITH AN EYE BOLT AND CHAIN LOCKING DEVICE (SEE INDEX NO. 201). 15, MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT NOTE ' °' TS REQUIRED AT i(' CENTERS FLORIDA D.O.T. STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. YP T'+®�' CURB C7L GUTTER 16. ALL REINFORCED CONCRETE STORM PIPE USED SHALL BE PER D.O.T. STANDARDS, 17, ALL WATER COLLECTED AND PUMPED DURING DEWATERING ACTIVITIES 2" R SHALL BE DISPOSED OF IN UPLAND AREAS INTO DOUBLE STACKED HAYBALES. DISCHARGE LOCATION SHALL BE A MINA" OF 75 FEET FROM 3" R ANY WETLAND OR OPEN WATER BODY TO ALLOW FOR A MAXIMkM1 OVERLAND FILTRATION OF SOIL PARTICLES. I�-6-"- �I WEARING 18. CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH �1/4" SURFACE THE LIES AND GRADES ESTABLISHED ON THE PLANS AND TOLERANCES � . . STATED IN THE SPECIFICATIONS. WHERE DEVIATIONS ARE NECESSARY DUE TOO UNANTICIPATED FIELD CONDITIONS OR WHERE A NEED FOR iv x CLARIFICATION OF THE PLAN IS REQUIRED, CONTRACTOR IS TO NOTIFY THE e . . M 3 BASE ENGINEER OF HIS RESIDENT PROJECT REPRESENTATIVE IN ORDER THAT lT£ b PROPOSED CHANGES MAY BE REVIEWED FOR CONSISTENCY WITH THE DESIGN INTENT. B" 19. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESSWRITTEN 24» RESPONSIBILITY CONTRACTOR'ST OF THE UTILITY OWNER IT WILL BE THE TO PRESERVE EXISTING UTILITIES. AND AL L DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S ACTIONS, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. MOTE: 2 WH ENUUSED ON TS REQUIRED HE HIGH SIDE OF ROADWAYS, THE 20. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY CROSS SLOPE OF THE GUTTER SHALL MATCH THE UPON DISCOVERY OF ANY CONFLICTS ARISING DURING CONSTRUCTION OF (MOSS SLOPE OF THE ADJACENT PAVEMENT AND THE ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. THICKNESS OF THE LIP SHALL BE 6". (MODIFIED) 21. THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO OWNER -SUPPLIED T »F�� t FRB Bc GUTTER SENSITIVE AREEASEMENTS S CTONSTRUCTION ACTIVITIES SHALL LATHERY CONFINED AS INDICATED OR REQUIRED BY PERMIT CONDITIONS. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE SITE PRIOR TO THE BIDDING PROCESS TO DETERMINE EXISTING CONDITIONS. ITEMS #4 BAR PLACED DISCOVERED WHICH ARE NOT REFLECTED IN THE DRAWINGS AND AFFECT ON PAVEMENT SIDE OR POTENTIALLY AFFECT THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE SUBMISSION OF BIDS. 23. THE CONTRACTOR SHALL PROVIDE THE ENGINEER RECORD DRAWING �.:• '. o INFORMATION WHICH SHALL 94CLU DE BUT NOT BE LIMITED TO SURVEYED ' •• ELEVATIONS OF THE COMPLETED CONSTRUCTION PRIOR TO APPLICATION .S ' a� 4ja. FOR SUBSTANTIAL COMPLETION. 24. MAINTENANCE OF TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS 3" AS LISTED IN THE CONTRACT DOCUMENTS. 12» 25, THE CONTRACTOR SHALL REVIEW THE SITE CONDITIONS PRIOR TO THE BID PROCESS TO DETERMINE THE METHODS AND EXTENT OF DEWATERING NOTE: SAWCUTS REQUIRED AT 10' CENTERS NECESSARY (IF ANY) AND SHALL INCLUDE METHODS AND COSTS ASSOCIATED WITH DEWATERING IN THE BID. 12" FLUSH HEADER CURB 26, ALL WORK PERFORMED IN CONJJINJCTION WITH THIS PROJECT SHALL BE IN CONFORMANCE WITH THE BEST PRACTICES OF THE INDUSTRY AND IN ACCORDANCE WITH FEDERAL, STATE AND CITY CODES„ LAWS AND ORDINANCES. 27. FIRE HYDRANTS ON OR ADJACENT TO THE WORK SHALL BE KEPT ACCESSIBLE TO FIREFIGHTING EQUIPMENT AT ALL TINES. TEMPORARY PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO INSURE THE USE OF SIDEWALKS, PUBLIC TELEPHONES AND THE PROPER FUNCTIONS OF ALL GUTTERS, SEWER INLETS, DRAINAGE DITCHES AND UTILITIES. 28. CLEAN UN': THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE OF RUBBISH AND WASTE MATERIALS AND RESTORE TO THEIR ORIGINAL CONDITION) THOSE PORTIONS OF THE SITE NOT DESIGNATED FOR N ALTERATION BY THE CONTRACT DOCUMENTS. CLEAN UP AND RESTORATION SHALL BE ACCOMPLISHED ON A CONTINUING BASIS THROUGHOUT THE CONTRACT PERIOD AND IN SUCH A MANNER AS TO MAINTAIN A MINIMUM OF NUISANCE AND INTERFERENCE TO THE GENERAL PUBLIC AND RESIDENTS IN THE VICINITY OF THE WORK. THE CONTRACTOR SHALL ALSO REMOVE, top WHEN NO LONGER NEEDED, ALL TEMPORARY STRUCTURES AND EQUIPMENT USED IN HIS OPERATIONJS, IT IS THE INTENT OF THIS SPECIFICATION THAT THE CONSTRUCTION AREA AND THOSE OTHER AREAS NOT DESIGNATED FOR ALTERATIOJ BY THE CONTRACT DOCUMENTS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AS NEARLY AS POSSIBLE IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SIGNS, BARRICADES, FLASHING LIGHTS, FLAGMER AND WATCHMEN AND TAKE ALL 5 NECESSARY PRECAUTIONS FOR THE PROTECTION OF THE WORK AND THE SAFETY OF THE PUBLIC. TRAFFIC CONTROL WARNING SIGNS AND BARRICADES SHALL BE IN STRICT ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, MANUAL ON TRAFFIC CONTROLS AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATION (LATEST REVISION). ALL BARRICADES AND OBSTRUCTIONS SHALL BE PROTECTED AT NIGHT BY FLASHING SIGNAL LIGHTS WHICH SHALL BE KEPT BURNING FROM SUNSET TO SUNRISE. BARRICADES SHALL BE OF SUBSTANTIAL CONSTRUCTION AND SUITABLE FOR NIGHT VISIBILITY. SUITABLE WARNING SIGNS SHALL BE SO PLACED AND TLLUMINATED AT NIGHT AS TO SHOW IN ADVANCE WHERE CONSTRUCTION, BARRICADES OR DETOURS EXIST. 30. 8" COQUINA BASE (PRIMED) SHALL BE PAID AT TIE SAME AREA AS MEASURED FOR TYPE 1 1/2" S-1 ASPHALTIC CONCRETE SURFACE COURSE, �������������� EVEN THOUGH THE BASE SHALL EXTEND BEYOND THE LIMITS OF THE ASPHALTIC CONCRETE SURFACE COURSE. 31. 4" SLEEVES SHALL BE SCHEDULE BO AND BE PLACED AT 0.00% SLOPE WITH TOW OF PIPE 3.0' BELOW PROFILE GRADE. ENDS OF PIPE SHALL HAVE METAL LOCATORS INSTALLED. FE t W t W e a (TYP) PLAN B CRATE--^ -CONG, COLLAR WITH (1) NO; 5 BAR EACH WAY 8" (TYf) CL. (1vp) Ni.,. 4 BARS e 12" O.C. H "CH WAY i I -:ECTION 6" D.I.P. SCHEDULE 40 GALV. STEEL I I 0 PIPE FILLED WITH 1 CONCRETE--- GRADE I I o I I N SET PIPE IN CONCRETE-"" ONCRETE L J NOTE: BOLLLARDS SPACED 12' O.C. BQLLARD DETAIL MPAING..... 22 f250 FINE PIP 25 NOTES1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYM30L AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. F 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. F P 25 IS FOR USE INAREASWI-ERE SPACE IS LIMITED. I_I4`"-S D1(;A .s$f My Al L 20' LAKE MAINTENANCE EASEMENT i�4 MAX 2' MIN TOP OF BANK I A BCCMP INLET TYPE DIM VISIONS GRATE TYPE MAX. PIPE SIZE A I B WALLA WALL B 2' 0" 3'-1" U.S. FOUNDRY STRUCTURE TA 18" R.C.P. 24" R.C.P. 'E' 3'-0" 4'-6" U.S. FOUNDRY STRUCTURE TA 24" R.QP. 42" R.C.P. NOTES 1) IN_ET TO BE POURED IN PLACE WITH 2500 P.S.I. CONCRETE OR PRECAST WITH CLASS 'A! 3000 P.S.I. CONCRETE, 2) ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4". 3) GRATE TO SIT ON ANGLED STEEL SUPPORT. g^ A I 8" I}� ►{I t; +- 2 1/4" (TYP> i 8" - UP TO 6' DEEP 10" - UP TO 19 DEEP 12" - OVER 10' DEEP- T��Y��P�ELn"�T&P� IL N.T.S. REFERS TO GRATE ELEVATIOI 5-1/4" WEARING SURFACE SOLID BRICK 2 COURSES MIN 5 COURSES MAX 6D G .Z. r N w 8„ _ m > 8" - UP TO 6' DEEP 10"- UP TO 10' DEEP I( 12" - OVER 10' DEEP SECTION 1/4" OPENING • a • GROUT BRICK INSIDE INLET ALL AROUND 4" (typ) CL. (typ) 4.0' DIAMETER (min) BITUMINOUS COATING REQUIRED. (ANY SUITABLEBITUMINOUSMATERIAL) I io T C.W.E. 22.50 LAKE EL=20.50 CLASS I CONCRETE JI 1 VHV HIVILGV J Cq - �P �� 2' INV. = VARIES (SEE PLAN) 1( EXISTING LAKE SLOPE 2 STQ PIPE AT LAK�QUTFA STRUCTURE TABLE STRUCTURE NUMBER TYPE COVER TYPE S-107 F.D.O.T. TYPE "E" 6290 S-108 F.D.O.T. TYPE "E" 6290 S-109 F.D.O.T. TYPE "E" 6290 S-110 5' DIA. CATCH BASIN 4155-6212 5-111 5' DIA. CATCH BASIN 4155-6212 S-112 5' DIA. CATCH BASIN 4155-6212 S-201 F.D.O.T. TYPE "E" 6290 S-202 F.D.O.T. TYPE "E" 6290 5-20 4' DIA. CATCH BASIN 4155-6209 S-205 5' DIA. CATCH BASIN 4155-6209 5-206 5' DIA. STRUCTURE 170 S-207 TYPE"C" 4155-6209 S-208 1 TYPE "C" 1 4155-6209 S-209 115, DIA. CATCH BASIN I4155-6209 REFER TO PLANS FOR RIM AND GRATE SPECIFICATIONS -GROUT FRAME TO BRICK ALL AROUND No. 6 0 6" O.C. (EACH WAY) PRECAST CONCRETE TOP SLAB No. 4 0 12" O.C. No. 4 HOOPS • 12" O.C. ,--PRECAST CONCRETE BASE GROUT JOINTS INSIDE AND OUTSIDE ALL AROUND No. 5 ® 12" O.C. (EACH WAY) W z a 0-11 wLJJ EXISTING GROUND REMAINING BACKFlLL 6" MAX. SIZE 121 MAXN \ \ \12"* MAX. IN -SITU \ \ \ \ \ \ \ \ \ \ \ \ GRANULAR BACKFlLL \ \ \ \ \ \ \ \ \ \ BEDDING MATERIAL TRENCH BOTTOM TO BE HAND SHAPED TO NOTES: ACCEPT BELL AND BARRELL OF PIPE 1. BEDDING MATERIAL SHALL 9E HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU DRANULAR MATERIAL OR WASHED AND GRADED UNFROCK 3/q°_7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, 6EBRIS AND LARGER ROCK SHALL BE REMOVED. 2.THE PIPE SHALL BE FULLY §UPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACfl0N UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACES IN A DRY TRENCH. 4. BACKFlLL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK ANq OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. BACKFlLL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 6. A. WHERE PAVEMENT IS 10 BE CONSTRUCTED OVER THE PIPE THE REMAINING BACKFlLL SHALL DE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS TYPICAL TREHT EXT. CAP FOR U' CHANNEL POST C 1- B. [­_� NNELPOST (see spec.)q�'$TEELCHA 16"x 3/4" I--�-� HEX NUT TAP VIEW DIMENSION TOLERANCE 2.00 3.00 'A' + - 3/32" 1 - 15/32" 1 - 7/8" REAR VIEW 'B + - t/B° 3 - 1/16" 3 - 1/2" C' + - 1/16" 1 - 9/32" 1- 5/16" p' + - 1/32" 3/16" 7/32" 50PAV GENERAL SPECIFICATIONS CHANNEL Posr AE- 4"S 4ERIES' i B' #2270 TYPICAL STOP AE ' SIGN PLACEMENT (SILVER) OR EQUAL - SUFFIX - 2" BOVE. 'E DETAILS THIS SHEET FLANGED CHANNEL POST 12' IN. THIS SHEET. 12' ?000 PSI. AS SHOWN 1 - 1 MUTCD - 30" 30" (HIGH INTESITY) NE PER INTERSECTION AS IMICATED TYP. STREET/STQP SIGN -1 /4" 5/8" j23/32" is 3/32" 5/8" �l 1/8"R EXTRUDED BLADE SECTION i r t � M k " ¢ 010 o G :. 0 6 >, HO c .; w 3 c ® > o6 1 Cc 115 d 3 C ®mi " • '.E d J i 0) o w ai OD CID Z =(u I ii- z J - 10 d v� 5- • m o U " U • (D ca " Q (0,0 OD w 20 W' ® z 3Job n" _ zJ ® W FILE 1 SHEET 6 Or 7 F-- V) LLJ 6 ,D Lf� (y) O� I lD t Oo Cn 3 75 0 1z -�--- 20' PARKING TYPE 'D' CURB ITYPJ 20' PARKING O1-1/2" TYPE S-III ASPHALT (TWO 3/4" LIFTS) ®6" LIMEROCK OR COQUINA BASE (PRIMED), COMPACTED TO 98% MAX. DRY DENSITY PER A.A.SHT.O. T-180 © 12' STABILIZED "GRADE, COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (LbR. 40) PARKING SECTION SECTION C - C 120' R/W TYPE ' (TYP.) ©6" LIMEROCK OR COQUINA BASE (PRIMED), COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 © 12" STABILIZED SUBGRADE, COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (L.B.R. 40) PARKING SECTION SECTION D - D 24' SOD z 0 v 8, 8' 8' 8' 4' 12 12, c4 1 12' 12, 4' s — 8, 5' CONCRETE 2' FLAT SID(-) (4" THICK) (4" THICK) 0.16 P.G.L. LT (-) 0.32' - T• T. - 032 (+) 0.24 0.00 2% (-) 2.13 —% - 6% 1-V2" TYPE S-1 A.C.S.C. 80 COMMERCE CENTER DRIVE SLOPE TO MATCH 98%'AAXD DRYODENS DENSITY AS ESTABLISHEDCTED NATURAL GROUND BY A.A.S.H.T.O. PROCEDURE T-180. SECTION A — A (4:1 SLOPE MAX.) 12" STABILIIZED SUBGRADE (LBR 40), COMPACTED TO 98% MAX. DRY DENSITY AS ESTABLISHED [GN SPEED — 35 M.P.H. BY A.A.S.H.T.O. PROCEDURE T-180. TED SPEED — 30 M.P.H. d :. Yi. 6" TYPE 'D' CURB (TYP.) —� 56' - 4" do 28' - 2" 28' - 2" 20' (-)0.40 15' 13' - 8" TYPE V CURB 6 " (TYPJ 0.00 �-6% - 2 6" 66 y r, 0.00 0 O1-1/2" TYPE S-III ASPHALT (TWO 3/4" LIFTS) ®6" LIMEROCK OR COQUINA BASE (PRIMED). COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 © 12" STABILIZED SUBGRADE. COMPACTED TO 98% MAX. DRY DENSITY PER A.A.S.H.T.O. T-180 (L.B.R. 40) SECTION B - B 20' (-)0.40 32' SOD 6:1 R-1 6" FIBERMESH CONCRETE AT 2500 PSI © 12" STABILIZED SUBGRADE, COMPACTED TO 98% MAX DRY DENSITY PER AASHTO T-180 (L.B.R. 40) CONCRETE PAVING SECTION N.T.S. FUTURE IDEWALK 8' 6" f 2' FLAT /TT, SLOPE TO MATCH NATURAL GROUND (4:1 SLOPE MAX.) V r m W E- 4 0 O U) H W ti �Q (rim m m 11-1uu)0-1: V 0 m (� ID o � ¢ 0 C O 1-0 — } M C c ® w f6 `. ®.w ' i o a m ®.0 m L�05 � a j- ® • E 9 a+ i J ® w (T CD co • z "0 i t z s cO O .- < 0 n ti 00 O^ a .Q J a k° } • �� _ • m X O n • Cix Y "- oom ®w N �� )l z 3�co r- _ 000 do W z a m •Jw Lo L '�l3'zfF 3Z 11 WWI EXACT 00710N FOR ALL INDIREdf WAVE TD BE CAP FOR COORDINAVP W11H EQUIPMEN FUTURE USE §IJPPIJER 0 G O,— $ `1 ,xti1.. _ G r CAP FOR - . - --- i I am FOR F USE I I 1-t MoTai77O aENt F`i4 314" ri IT 6d H / ti 1314 - 74 ,i 3 4" F.H.B. 'F.H.B. - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH AIIL APPLICABLE CODES, co i i i i i ��l l T" O I" Y 3"VENT THRU ROOF CAP FOR FUTURE USE i 11. •• CAP FOR FUTUREUSE Da TEELFNG& ASSOCIATES CONSULTING E2103 CORPORATE DRIVE BOYNTON BEACH, FLORIDA 33426 1660 7313-4747 ST. LUCIE COUNTY x' { BUILDING DIVISION REVIEWED FOR COM b RY �� T �, 111USTaEm77ONJOBOR INOWS BOCK tlV011BE MADE. - MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION P.E. 32006 DATE: SIONS Ix 11 DATE ISSUANCES DATE TLTTE BID PERIHP (bN9TRUCTIO14 O ciIt �+ O lll � U � � bM ly '� 0 ld a a C7 Q, 0 o w a � THE USE OF THESE PLANS AND SPECIF- ICATIONS SHLU, BE RESTRICTED TO THE ORIGINAL SITE FOR MUCH THEY TERE PREPARED AND PUBLICATION THEREOF IS E%PRMY IHRM TO SUCH USE. REPRODUCTION. PUBLICATION OR RE -USE BY ANY {R' m, IN THOLE OR PH PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHHTECT 19 STRICTLY PROURTM. TTITE TO THE PLANS AND SPECIFICATIONS MUDA4 WITH THE: ARCHHTEGT WITHOUT PREARACE. VZUA, CONTACT WITH TINE PLANS AND SPECFICATIONS SHALL CONSrMM FEW FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RFSMCTIONS. �c ago � co L _ H ^ x e—I Lo W (:o H Q0 a�aLo � a H Q co i I� DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER P-1 OF C:\ACAD\PROJ\OTHER\PGA v� n 0 rn fP [L� (c: REVISIONS NO. TITLE DATE PLUMBING FIXTURE SCHEDULE DESCRIPTION MFGR. & MODEL NO MATERIAL ACCESSORIES Water Closet Tank KOHLER SEAT: KOHLER #K-4666-C Top Handica ed HIGHUNE -ELONGATED VITREOUS CHINA rP- #K-3427 KOHLER FAUCET: KOHLER f 13 28-S 34192-RP Handicapped Wall Mounted WALL MTD. it-12634 Wall Hanger td. VITREOUS CHINA OFFSET DRAIN #YCToI DRAIN - 771 CHRO E Water Closet KOHLER SEAT: KOHLER #K-4666-C P-3 Tank Top WELLWORTH ELONGATED VITREOUS CHINA (1.6 GPF/PA) #K3432 LAVATORY KOHLER FAUCET: KOHLER #K-15198 P-4 SELF -RIMMING CAXTON TILE -IN VITREOUS CHINA Single Handled Metering Faucet #K-2257 URINAL KOHSTANWELL FLUSH VALVE -_ZURN #rL-6001XL-WS7 P-5 - TOP SPUD VITREOUS CHINA K-4972-T P-6r WATER COOLER Elkay Celebrity CR-2521 Stainless Steel P-7 MOP SINK Fiat MSB 2424 Molded Stone Faucet: Commander SD-5811-RCF Supply with hose, hose bracket and drain. FLOOR DRAIN Zurn ZB-415-1/2-B DCCI Body w 1/2• Trap Primer P-8 Polished Bronze To FLOOR DRAIN Zurn ZB-415--B DCCI Body w - P-9 WET AREA Polished Bronze To FLOOR SINK ZURN #EZ-1900-4 DCCI Body w P-10 Polished Bronze To e HANDICAPPED ACCESSIBLE FIXTURE. ALL SINKS TO BE SUPPLIED WITH DRAINS. ALL FIXTURES ARE WHITE UNLESS OTHERWISE SPECIFIED. ALL FIXTURES ARE LOW CONSUMPTION WATER USERS. ALL FLOOR DRAINS TO BE TRAP PRIMED WITH 1/2- COPPER FROM NEAREST SINK DRAIN. COVER SECURED ADJUSTABLE COLLAR WITH SCREWS THREADED C.O. PLUC THREADED C.O. PLUG FINISHED GRADE-T FINISHED GRADE, FINISHED GRADE-7 THREADED C.O. PLUG 7 4"X18"e CONC. SUP tlaof CONC. 4"X18"0 CONC. PAD FLUSH W/ JOINT PAD FLUSH W/ PAD FLUSH W/ FINISH GRADE FINISH GRADE FINISH GRADE EXTERIOR -TYPE 2 EXTERIOR -TYPE 1 FLOOF PAVEMENT AREAS GRASS AREA TYMCAL CLEAN -OUT DETAL N.T.S. d P y i LAVATORY H`"- FIG. 2698 WATER SAVER TRAP PRIMER —1 I I FLOOR DRAIN WITH DEEP SEAL FLOOR TRAP TYPICAL ALL FLOOR DRAINS PIPING IN WALL AND UNDER FLOOR TRAP PRIMER DETAIL 1 1/2- HOT SUPPLY 1/2" COLD SUPPLY r- B&G # LR-20BF-3/4" HOT WATER RETURN - WEST SIDE & KITCHEN REQ'D "WATTS" SELF -CLOSING P&T RELIEF VALVE, T&P DICHARGE PIPE - TO OUTSIDE WALL 6" A.F.G. ELECTRIC TANK HEATER LOCHINVAR HSK-18-082 74 AT 100' RISE 3/4" DRAIN TO BUILDING EXTERIOR ELECTRIC WATER HEATER DETAIL N.T.S. STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL WALL Y" TO DONESOC WAFER AAETER. SEE 0114 PLAN FUR LOGUXW CAP MR FuNRE us 3/4" HOT AND COLD WATER TO SERVICE 'LEONARD" HOSE STATION MODEL #T THS-25-VB (LESS DIAL THERMOMETER) 3/4- IPS INLET, 3/4" IPS MIXED WATER OUTLET, TWO STOP AND CHECK VALVES WITH COLOR -CODED HEAT -RESISTANT HANDLES, UNIONS ON INLETS, TYPE TMS THERMOSTATIC MIXING VALVE, VACUUM BREAKER, HOSE CONNECTION. 3/4" TO CAN WASH DRAIN. CAN WASH 48" x 48" BY GENERAL CONTRACTOR. 3" CAN WASH DRAIN. DRAIN SHALL BE ZURN 682 OR EQUAL WITH REMOVABLE DEEP SEDIMENT BUCKET AND ADJUSTABLE CAN WASH DETAIL N.T.S. LTYPICAL FOR ALL FIXTIM MUM CAP MR FunSw usE 91 WCE fMAWR AAX ICE P9 J' M/ARV SYSMI PENT , HOT & NOT TO S SANITARY RISER NOT TO SCALE FZ !.�S�UL !NG�N(35NEERASSOCIATESS 2103 CORPORATE ORIVE e a BOYNTON BEACH, FLORIDA 33026 (561)738-4747 1" MR FUTURE USE R RISER , MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION P.E. 32006 DATE: ISSUANCES DATE TTl1.E BID PE WT CONSTRUCnON N .-I a O U R b Q) o c � � w a L () it I� Fes. a N a a O a THE USE OP THESE PIONS AND SPRCR- ICAITONS SHALL RE RESTRICTED TO THE ORIGM SITE FOR WITCH THEY WERE PREPARED AND PUBLICATION THEREOF 68 EXPRESSLY LAUTED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY IWiHOD, DI WHOTB OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TTnB TO THE PLANS AND SPECIFICATIONS RBILAI7S WITH THE ARCHHTECF WITHOW PRENIDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFCATIONS SHALL CONSTITUTE PRIM FASCIB EVIDENCE OF THE ACCEPTANCE OF THESE RE4T MOMS. O nn� Q E170 r` E-I x I a' to W W F- _ LO zl—I Q � W Q co DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER UM .L — 3 OF PLUMB -40 FWURE SCHEDULE ACCESSORIES DESCRIPTION MFGR. & MODEL NO MATERIAL Water Closet Tonk KOHLER SEAT. KOHLER 1K-4666—C Top Handica ed HIGHUNE —ELONGATED VITREOUS CHINA rP— (1.6 GPF�A) Lavatory M(-3427 KOHLER FAUCET: KOHLER gC 13 28-S 34192—RP Handicapped WALL MTD. ABC-12634 VITREOUS CHINA OFFSET DRAINFCT3885 DRAIN — 771 CHRO E Wall Mounted Wall Hanger td. SEAT: KOHLER #K-466E—C P-3 Water Closet Tank Top KOHLER WELLWORTH ELONGATED VITREOUS CHINA (1.6 GPF/PA) �IIC3432 P-4 LAVATORY SELF —RIMMING KOHLER CAXTON TILE —IN VITREOUS CHINA FAUCET: KOHLER #K-15198 Single Handled Metering Faucet 1C-2257 FLUSH VALVE —ZURN �1Z-6001XL—WS1 P-5 URINAL OH R S LIE LL — TOP SPUD VITREOUS CHINA K-4972—T WATER COOLER Elkay Celebrity Stainless Steel P-6+ CR-2521 MOP SINK Flat MSB 2424 Molded Stone Faucet: Commander SD-5811—RCF P-7 Supply with hose, hose bracket and drain. FLOOR DRAIN Zurn ZB-415-1/2—B DCCI Body w 1/2" Trap Primer P—g Polished Bronze To FLOOR DRAIN Zurn ZB-415--B DCCI Body w - P-9 WET AREA Polished Bronze To FLOOR SINK ZU�#Z-19DO-4. DCCI Body w P-10 Polished Bronze To • HANDICAPPED ACCESSIBLE FIXTURE. ALL SINKS TO BE SUPPLIED WITH DRAINS. U FIXTURES ARE LOW WATER USERS. RWITH ALL. FLOOREDRAINS TO BETRAPPRIMED 1/2ICOPPERLLFROM NEAREST SINK DRAIN.CONSUMPTION COVER SECURED WITH SCREWS THREADED C.O. PLUG #�FINISHED GRADE e ADJUSTABLE COLLAR THREADED C.O. PLUG FINISHED GRADE FINISHED GRADE THREADED 7 C.O. PLUG 7 / 1 1� 4"X18'e CONC. SUP 4"X18"O CONC. 4"X18'0 CONC. PAD FLUSH W/ JOINT PAD FLUSH W/ PAD FLUSH W/ FINISH GRADE FINISH GRADE FINISH GRADE r' II EXTERIOR —TYPE 2 EXTERIOR —TYPE 1 FLOOR PAVEMENT AREAS GRASS AREA TYNCAL CLEAN -OUT DD IETAL N.T.S. .I 4 9 LAVATORY — FIG. 2898 WATER SAVER TRAP PRIMER FLOOR DRAIN WITH DEEP SEAL FLOOR TRAP TYPICAL ALL FLOOR DRAINS I PIPING IN WALL r-i AND UNDER FLOOR *IN PRIMER DETAIL 1 1/2" HOT SUPPLY s 1 1/2" COLD SUPPLY B&G #LR-20BF-3/4" HOT WATER RETURN — WEST SIDE & KITCHEN REQ'D "WATTS" SELF —CLOSING P&T RELIEF VALVE. T&P DICHARGE PIPE TO OUTSIDE WALL 6" A.F.G. ELECTRIC TANK HEATER LOCHINVAR HSK-18-082 74 AT 100' RISE 3/4" DRAIN TO BUILDING EXTERIOR ELECTRIC WATER HEATER DETAIL N.T.S. STAINLESS STE SCREWED TO T C.O. PLUG — FACE OF WALL WALL Y" 70 DOMESTIC WATER AEn9t SEE OWL PLAN FIX LOCAWN 3/4" HOT AND COLD WATER TO SERVICE "LEONARD" HOSE STATION MODEL / THS-25—VB (LESS DIAL THERMOMETER) 3/4" IPS INLET, 3/4" IPS MIXED WATER OUTLET, TWO STOP AND CHECK VALVES WITH COLOR —CODED HEAT —RESISTANT HANDLES, UNIONS ON INLETS, TYPE TMS THERMOSTATIC MIXING VALVE, VACUUM BREAKER, HOSE CONNECTION. 3/4" TO CAN WASH DRAIN. CAN WASH 48" x 48" BY GENERAL CONTRACTOR. 3" CAN WASH DRAIN. DRAIN SHALL BE ZURN 682 EQUAL WITH REMOVABLE DEEP SEDIMENT BUCKET AND ADJUSTABLE SPRAY NOZZLE ASSEMBLY. CAN WASH DETAIL N.T.S. CAP FIX PU1IW USE LTIPICAL MR Aft Y" #AARECT WASTE LW DRAW TO BE 2TA1IY J2e-2 OF 4 WAW ICE "01M NOT TO SW MR FUnNE NAND aw SANITARY RISER NOT TO SCALE WATER RISER �Q tl ����NGI ERASS®bIA 9 IES 2103 CORPORATE DRIVE esc BOYNTON BEACH, FLORIDA 3:426 (561)738-4747 MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION P.E. 32006 DATE: REVISIONS NO. 1i TrTLE 11 DATE ISSUANCES DATE THE BID PERMIT 5C N fir O b � � a a Sr 0 (o a a� a C7 a a To USE Or THESE PUNS AND SPRCR- ICATIONS SH" Be RESTRICT® TO THE ORIORIAL SM FOR WHICH TREY WERE PREPARW AND PUBLICATION THEREOF IS EXPRESSLY LWMD TO SUCH USE.. REPRODUCTION, PUBLICATION OR RE -USE BY ANY "TROD, IN WHOM OR D1 PART, WITHOUT EXPRESS WRrr= CONSW BY THE ARCHn= IS SMCiLY PROHIBITED. MM TO THE PUNS AND SPECIFICATIONS RRWM Will THE ARCHBTECT WITHOUT PREIUDICE. YMAL CORrACr WITH THESE PUNS AND SPECIFICATIONS SHALL CONSIMn'E PRI" FASOE EMINCE OF THE ACCEPTANCE OF TRESE RWMCITONS. O 0 Eco W co � O E� 1-�•1 I Q' LC Lo Ul L✓ 1.4 f::) CID DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER P-3 OF. ROOM NAMES ROOM NAME I®® ROOM NUMBER 3 SA�2. INTER - INTERIOR ELEVATION NO. i SHEET NO. NO. REVISIONS TO DRAWING /,.l( INDICATING EXTENT OF 1 6 \ CHANGES INSIDE CLOUDED AREA CROSS SECTION N0- 1 G -- SHEET N 5 WALL SECTION NO. A5 9360 REFERENCE NUMBER (CS.I.) t � , ELEVATION NO. SHEET NO. 0 -•• DOOR No. 0- WINDOW NO. 0'-0" ELEVATION MARK DETAIL SHEET NO. 1. All Work shall be performed in strict accordance with the Standard Building Code, 1994 edition, and all local ordinances. Reference to other standard specifications or codes shall mean the latest standard or code adopted and published. 2. The General Contractor shalt be responsible for complying with all codes, ordinances and shall obtain and pay for all permits, certifications and the like, both temporary, permanent and special permits when required. 3. The Contractor shall provide all required insurance for protection against public liability and property damage for the duration of the Work Contractor shall provide anal maintain complete workman's compensation, builders risk insurance, and other necessary Insurance 06 may be required. Proof OF insurance shall be submitted to the Owner prior to commeHl=ement of Work 4. All required tests shall be preformed by an approved testing laboratory at the Contractor's expense. Test results shall be submitted to the Architect/engineer. 5. The Contractor's Request for Payment shall include release of liens for all materials, supplies and sub -contractors' work relating to request. /a. All Change Orders shall be approved by the Owner and signed by Architect and Owner prior to commencement of any Changes in the Work 1. It shall be the responsibility of the Contractor to Familiarize himself with all conditions of the site relative to existing work and the construction documents prior to commencing Work Job site measurements are the full responsibility of the Contractor and/or Subcontractors. 8. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to the Architect prior to the Commencement of the Work S. The Contractor shall coordinate the work of all trades at the time the work is performed on this structure. No additional payments shall be made For the Contractor's failure to correct conflicting Field conditions. Correction of defects shall be completed without additional Charge and shall Include replacement or repair of any other phase of installation that may have been damaged during repair of such work 10. It is not the Intent of these plans to show every minor detail of construction, the Contractor Is expected to Furnish and install all items necessary to complete final work- 11. Do not scale drawings to obtain dimensions. Any dimensions not indicated on drawings are to be confirmed with Architect prior to commencement or Work 12. Contractor shall comply with all statutory requirements related to waste disposal and safety precautions as required by local ordinances. 13. The Contractor shall clean all areas of work after construction is complete. All trash and debris shall be removed from job site at the Contractor's expense. 14. See architectural plans, elevations, details, and schedules For additional notes and information, refer to specifications for specific material requirements. 15. Contractor shall include in his bid all costs associated with materials, handling, delivery and storage. Unless where noted otherwise, provide all labor, material, equipment and incidentals necessary for complete Work Contractor shall warrant and guarantee all materials and workmanship for a period of one year from date of final completion and acceptance by Owner, to. In the event of any need for special sequencing of work Is required, the Contractor shall arrange a conference with any parties deemed necessary for the purpose of special scheduling before Work begins. 11. Contractor shall provide a construction schedule to the Owner indicating proposed timing prior to commencing Work LEGEND FOOD SERVICE DELi NOTE: CONSTRUCTION DOCUMENTS FOR FOR THIS AREA ONLY MECHANICAL NOTES 1. HVAC sub -contractor shall provide all labor, materials, and equipment to install a complete and operating A/C system. 2. HVAC sub -contractor to provide all required HVAC permits. 3. HVAC sub -contractor shall provide equipment of the capacitigs scheduled on the plans. 4. Installation shall be in accordance with codes having jurisdlcti®h. 5. Duct board ductwork shall be Fabricated from 1' Johnsmanville ,J.M Microaire SD/MF Fiberglass ductboard and installed per manufacturer and SMAUNA recommendations. Flexible duct shall be thermaflex M-KE or equal. Duct shall be U.L. listed. 6. All air devices shall be of aluminum to match existing. 1. Cap existing ductwork as shown on plans. S. HVAC sub -contractor shall test and balance the air quantities to those on the plans. 9. HVAC sub -contractor shall provide all contractors, relays and thermostats. The electrical contractor shall provide all switches. Thermostats shall be approved by the equipment MFR. 10. Sub -contractors shall provide a written guarantee that shall warrant all workmanship and materials For one (1) year during the first year, shall be repaired at no expense to the owner. The compressors shall havI 5 year warranty (labor 4 Nditerials). 11, All wore, shall be coordinated with other trades to avoid Interferences that may delay progress of construction. 12. Not used. 13. Condensate piping shall drain to roof drain as per existing. 14. HVAC sub -contractor shall install all necessary offsets, bends and transitions required to provide a complete system at no additional cost to Owner. 15. A/C condensate drains shall be installed by A/C sub -contractor. 16. All materials shall be new and code approved. 11. Verify all existing sanitary and water conditions in the building, All new domestic water piping shall be copper. All new sanitary piping shall be hubless C.I. or P.V.C. as required to Integrate with existing piping. 15. Provide and install plumbing Fixtures as indicated on drawings, complete system: Fixtures and equipment shall be given an in-service test after completion of installation. 19. All excavation and backfill as required for this phase of construction, shall be part of this contract. 20. Do not scale for the exact fixtures, piping, equipment, etc. 21. Water piping to be type 'L' copper with wrought solder fittings. Underground piping may be type 'M' with proper sleeving and no joints below slab. 22. Furnish and install approved air chamber or shock absorbers 4 shutoff valves with access panels at each fixture group, 23. Plumbing Contractor shall provider accurate red -line (or better) as -built drawings to architect/engineer before Final sighing -off of project. 24.These plans are based on original uilding construction drawings. Contractor shall verify exact location of all water, sewer 4 condensate provisions. ELECTRICAL NOTES 1. Verify on all existing conditions and notify Architect/Engineer of any discrepancies. 2. All electrical work shall be per th National Electrical Code, the South Florida Buildtng Cocie and/or and local codes. 3. Electrical contractor shall pay Fo all fees, taxes and permits. 4. Wiring devices shall be U.L. listed. 5. Provide typewritten panel directories. 6. All power and control wiring shall be by the electrical sub -contractor. 1. The electrical sub -contractor shall be responsible for full coordination of this work with that of the General Contractor and the other sub -contractors. 8. Provide proper disconnect switches for all A/C units, sized per nameplate. S. Coordinate exact location of all ',light fixture outlets with the owner. 10. Provide a guarantee against defective workmanship, materials, or equipment For a period of one year from the date of acceptance by the owner. 11. New electrical equipment exposed to the weather, shall be weatherproof. 12. All conduit shall be rigid galvanized except as follows: A: EMT may be used indoors, where not subject to abuse. B: PVC may be used underground as allowed by code with proper bonding. C: Romex may be used where allowed by code. 13. All wire and cable shall be copped. 010 AWG and smaller shall be solid THHN. •8 and larger shall be stranded THHN. Control wiring shall be 014 THHN. 14. Electrical sub -contractor shall verify locations and connections to all electrical equipment Furnished by others prior to installing outlets, conduit stubs, drops, etc.. Verify the locations of all controls (switches, thermostats, starters, etc.) furnished by others. Install the controls and make the connections thereto,I OWNER PGA OF AMERICA PORT ST. LUCiE, FL ARCHITECT DAVID MILLER 4 ASSOCIATES 31S CLEMATIS ST. SUITE 210 WEST PALM BEACH, FLORIDA 33401 MEP ENGINEER TEELE 4 ASSOCIATES 2103 CORPORATE DRIVE, BOYNTON IBEACH, FL 33433 STRUCTURAL ENGINEER THOMAS J. TWOMEY, P.E. 2831 EXCHANGE COURT, SUITE A/B. WEST PALM BEACH, FL 33408 OOD SERVICE CONSULTANT METRO DESIGN GROUP 2831 EXCHANGE COURT, SUITE A/B. WEST PALM BEACH,FL 33409 MEP NOTES PLUMBING NOTES I. Installation shall be in accordance with local and 94ate code requirements. 2. All materials shall be new and code approved. 3. Verify all sanitary and water connections. All dorfl@stic water piping shall be copper. All sanitary piping shall be schedule 40 P.V.C. 4. The plumbing contractor shall Furnish a written guarantee that plumbing work is free from defects in materials and workmanship, and for a period of one year from the date of final acceptance, repair or replace all work which ber:omes defective, at no expense to the owner. 5. Plumbing contractor shalt provide all required pl1mbing permits. 6. Provide and install plumbing Fixtures as scheduldO on drawings, complete system: fixtures and equipment shall be given an In-service test after completion of installation. t All excavation and backFill as required for this p1`Tase of construction, shall be part of this contract. 8. Building drainage system is based on 1/8' /ft. min: fall, all deviations shall be approved fit; the Archttect/Engineer. 11 Do not scale for the exact fixtures, piping, equipment, etc. 10, All work shall be coordinated with other trades tP avoid Interference with the progress of construction. 11, Water piping to be type 'L' copper with wrought solder fittings. Underground piping may be type 'M' with proper sleeving and no ,Joints below slab. 12. Furnish and Install approved air chamber or shock absorbers 4 shutoff valves with access panels at each fixture group. 13. Perform the following tests: A. Water piping shall be subjected to hydrostatic pressure test of 100 PSI for a min. of I hour. B. Drainage piping - The ends of the system shall be plugged and filled with a 5ft. head of water. Water shall stand until the inspection Is made and the water level remain constant. C. Correct defects disclosed by the above tests, 14. Sterilize water lines with a mixture of 2 tbs. of chlorinated time to each 1,000 gallons of water (50 PPM of available chlorine). Retain the mixture in pipes for 24 hours and flush thrOLI with potable water before placing in service. 15, All water consuming devices shall meet water saving restriction codes. ABv. Above DOGS. Drawings AC Air Conditioning EA Each ACOUST. Acoustical E.J. Expansion Joint A.C.T. Acoustical Calling Tile EL. Elevation ADMIN. Administrative ELEC. Electrical A.DIR,L Area Drain E.U.S. Edge of Slab AFR Above Finished Floor EQ. Equal A.H.U. Air Handling Unit EQUIP. Equipment ALUM., ALAluminum ESCAL. Escalator ANOD. Anodized EX. Exposed APPROX. Approximately Ex". Exhaust ASS. Asbestos EXIST. Existing ASPH. Asphalt EXP. Exposed ASST. Assistant EXT. Exterior BATT. Battery F46 Food 4 Beverage BD. Board F.G.U. Fan Coll Unit SLOG. Building FD, Fire Damper BILK., BLKGBIock, Blocking F. DI Floor Drain BM. Beam II Fire House Cabinet BOT. Bottom FIN. Finish BR Brick FINFLR/ FFFinish Floor BRK Breaker FIXT. Fixture BRNZ. Bronze FLR Floor STW. Between GALV. Galvanized GEM. PLAS.Cament Plaster GL. Glass C.C. Center to Center GIRD. Ground CEM. Cament GYPBDJG.BCaypsum Board CERT. or C.T.Caramic Tile H. High CG. Corner Guard HDWR Hardware C.H. Gelling Height H.M. Hollow Metal C.I. Cast Iron HORIZ. Horizontal CJ. Control Joint H.PT. High Point CL Center Line HCT Hollow Clay Tile CLG. Ceiling HT. Haight CLR Clear H.V. High Voltage CMU Concrete Masonry Unit H.W.H. Hot Water Heater COL. Column ID. Interior Design COMP. Compressor IDIAAD.Inside Diameter CONC. Concrete VSUL Insulation CONT. Continuous INT. Interior CPT. Carpet JAR / J. Janitor DIET, Detail JT. Joint DF.Drinking Fountain. KIT. Kitchen DIA, or D.Dlameter /LAV. Lavatory(Washbasin) DIR Director L.C. Laundry or Llnen chute DN. Down L.P. Low Point D.O. Door Opening LT, Light D.O.H. Door Opening Held t L.V. Low Voltage Dow. Door Opening Width M. Meter(s) DR Door MACH, Machine RET. Retaining MAI Maleonry RM. Room MAX. Maximum R.O. Rough Opening M.C. Medicine cabinet RWDF'. Rain Water Drain Pipe MDF. Main Distribution Frame SCHED. schedule MECH. Mechanical S. DUGS. Structural Drawings MECH, VENTMechanicaI SERV. Service Ventilation SM. Shower MI Membrane SNIT. Sheet MFR Manufacturer SIM. Similar MR. Manager SLID. Sliding MIN. Minimum SND. Sanitary Napkin Disposal misc. Miscellaneous SN. DISP Sanitary MM. Mlllimeter(s) Napkin Dispenser M.O. Masonry Opening SOAP DISPSoap Dispenser MS. Metal Threshold SP. Special MTD. Mounted SPEC$. Specifications MTL. Metal SPK Sprinkler MULL. Mullion SQ. Square N.I.C. Not In Contract SS, Service Sink NO. Number SSTLJST.ST. Stainless Steel NOM. Nominal Dlmenion STL. Steel N.T.S. Not to Scale STN Stain O.C. On Center STOR. Storage O.D. Outside Diameter STRUCT. Structural OFCI Owner Furnished SUSP. Suspended Contractor Installed T. Tread OFF. Office T.O.C. Top of Curb OPNG. Opening TELE. Telephone OPP.HD. Opposite Hand TEMP. Tempered PASS, Passenger TH. Threshold P.C. Precast Concrete THK. Thick PDWGS. Plumbing Drawings T.05. Top of Slab PL. Plate T.P.N. Toilet Paper Holder PI Property Line TRANS. Transformer PLAS. Plaster TRAN, Transom PLOD. Plywood TRZ. Terrazzo PINT. Point - T.O.W. Top of Wall FOL. Polished TYP. TyplcaI POL, Polished UR. Urinal P.TD. Paper Towel Dispenser v.C:.T. Vinyl Composition Tne P.V.C. Polyvinyl chloride VERT. vertical III Painted VEST. Vestibule R. Riser V.T.R. Vent Thou Roof RA. Return Air W/ With RAO. or RRadlus W.C. Water Closet R.C. Reinforced Concrete WI Wood RD. Roof Drain WA. 111 Occurs REFL. Reflected U.P. Waterproof REFRIG. Refrigerator WR11. Wet Riser Main IAA: M C6-1 COVER SHEET 5P-1 OVERALL SITE PLAN AND OVERALL FLOOR PLAN A -I FLOOR FLAN, DOOR AND FINISH SCHEDULES, ANp INTERIOR ELEVATIONS A-2 CEILING PLAN AND DETAILS FOOD SERVICE F-I FLOOR/ CONNECTION PLAN AND FOOD SERVICE CONNECTION SCHEDULE MECHANICAL P-1 PLUMBING FLOOR PLAN M-1 MECHANICAL FLOOR PLAN M-2 SCHEDULES AND DETAILS E-1 DELI TENANT LIGHTING PLAN 4 SCHEDULES E-2 DELI TENANT POWER 4 SYSTEMS PLAN E-3 PANEL BOARDS AND RISER DIAGRAM FS-1 FLOOR PLAN 1 RESERVI- BLVD S. COMMERCE CENTER DR. MM iNORT: { THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. ,. h C VNO �-d . --s � a5 un r i un 4 con M RAWN BY SCALE AS SHOWN CM MY DATE RM 12.07.99 M&A No. "143 SHEET NUMBER CS-m I 1 OF 12 ISSUANCES, FATE TSTLE _. THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O c"l O ^ 0 c"5 cz w � M f---1 DRAWN BY SCALE SSG AS SHOWN CHECKED BY DATE DRM 12.07.99 M&A No. 99143 SHEET NUMBER Sp-1 2 OF 12 DOOR SCHEDULE DOOR DATA FINISH FRAME DATA FIN15H HARDWARE _ NOTES NUM SIZE MATERIAL TYPE GLASS MATERIAL TYPE JAMB NE Exr SET NO. I PAIR 3'-O' x T-0' x 13/4' H. M. BI 1/4' T PAINT HM. C2 2 2 PAINT 1 2 3'-O' x T-0' x 13/4' S.C. WOOD 133 - PAINT H11. CI I I PAINT 2 3 3'-O' x T-0' x 13/4' S.C. WOOD 53 PAW HM. CI I i PAINT 2 4 3'-O' x l'-O' x 13/4' S.C. WOOD 83 PAINT I H.M. CI I I PAINT 3 5 3'-O' x l'-O' x 13/4' S.C. WOOD 53 PAW RM. CI I I PAINT 4 b 3'-O' x l'-O' x 13/4' S.C. WOOD 53 PANT HM. GI I I PAINT 4 ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE N WALL S WALL E WALL W WALL CEILING NOTES NO. NAME CODE CODE CODE CODE CODE CODE CODE 101 OUTDOOR SEATING VINYL CT PAINT PAINT PAINT PAINT ACOUS. TILE - 102 CUSTOMER AREA VINYL CT PAINT PAINT PAINT PAINT ACOUS. TILE - 103 DELI SERVICE AREA VINYL CT PAINT PAINT PAINT PANT ACOUS. TILE - 104 DELI PREP ROOM VINYL CT PANT PAINT PAINT PANT ACOW. TILE - 105 SHIPPING/ RECIEVIWs VINYL CT PAINT PAINT PAINT PAINT ACOUS. TILE - 3 xteRi 0 VATION a DELI (OR ELEVATION 0 DELI REVISIONS NO TITLE DATE CES DATE IB�U�TITLE z 0 w w �W BOA UU,; oar 0 aCA O � O O THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. ^_4!� v I M ,w U con M Q DRAWN BY SCALE SSG AS SHOWN CHECKED BY DATE DRM 12.07.99 M&A No. 99143 SHEET NUMBER A-1 3 OF 12 I j I 0 II 0 I rN co t O 3 _ '1. !J 3 13 W s E^ k y 8' O -m CLG. PGT. 1/2' DRYWALL EA. SIDE 2X BLOCKING (SHIM A; HOLLOW METAL DOOR DOOR (SEE DOOI VINYL TRANSITIOP VINYL FLOORING N T. C PE N T. CARPET 0 ANCHOR RUNNER CHANNE' WITH 3/16'X2' SELF-TAPPIh SHEET METAL SCHREW TO EXISTING GRID o 2'-0' O.0 SUSPENDED ACOUSTICAL TILE CEILING. CUT REVEAL WALL. USE PROPER TOOL. MATCH REVEAL AT PERIL✓ NEW GYPSUM BOARD MET STUD PARTITION U-BLOCK W/ 1 05 ® OPENIP H.M. DOOR FRAME - ANCHOR TO FILLED CELL TYP. EXT. DOOR H.C. LOW PROFILE ALUMINUM THRESHOLD (a EXTERIOR) FINISHED FLOOR �2(JAMB SIMILAR) SILL 4 C 0 LEGEND 2x4 LAY -IN FLUORESCENT 3-32w. T-5 LAMPS LIN 2'x2' LAY -IN FLUORESCENT W/2-32w LAMPS O RECESSED DOWNLIGHT. WHITE BAFFLE 2(ow. PL FLUORESCENT TRUSS R-10 50 LOOSE INSULA' =kIL_ (5 W X I6" REINF. CONCRETE TIE BEAM W/ HIGH RIB GALV. MTL. LATH W/ 3/4" - MIN. STUCCO SOFFIT W/ CONT. JOINT AT 6-0" O.G. MIN. EJ. AT EDGE OF SOFFIT SEALANT W/ BACKING ROD I X 4 P.T. WOOD BUCK TYP. W/ 1/4" SHIM SPACE 2" X 4 1/2" ANOD ALUM FRAME- LT. BRONZE FIN. 1/4" TEMP. IMPACT RESISTANT — GLASS IN ANODIZED ALUM. FRAME TO MATCH EXISTING I X 4 P.T. WOOD BUCK TYP. W/ 1/4" SHIM SPACE 1)51LL ' !JAMB SIMILAR) m wo I-im I w"AL-L HIV4nvRED TO TRUSSES ® 24' O.C. W/ 1 1/24 WOOD SCREWS FI TAI DATE F TITLE EE MIT CONSTRUCTION I THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PREPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. DRAWN BY SCALE SSG AS SHOWN CHECKED BY DATE DRM 12.07.99 M&A No. 99143 SHEET NUMBER A-2 0 FOOD SERVICE EQUIPMENT SCHEDULE MARK QTY. DESCRIPTION MANUFACTURER MODEL MECHANICAL SERVICE CONNECTION P.P.= PER PLAN G.C.= GENERAL CONTRACTOR E.C.= ELECTRICAL CONTRACTOR P.C.= PLUMBING CONTRACTOR WATER WASTE ELECTRICAL GAS CW. HW. DIR. IND. VOLT PHS. CORD JB. HP. KW. FLA MOP SIZE BTUH REMARKS MARK QTY. DESCRIPTION MANUFACTURER MODEL NUMBER C.W. H.W. DIR. IND. VOLT PHS. CORDI JB. HP. KW. FLA MOP SIZE BTU H REMARKS 1 1 WALL MOUNTED HAND SINK ADVANCE 7-PS-80 1 2 1/2 - 1-1/2 2 1 84" 3 COMPARTMENT SINK ADVANCE 6-3-48 1/2 1/2 3 1 12X84 S/S WALL SHELF TABCO WS-12-84 - - 4 1 12" SLICER GENERAL GS300A - - - - 115 1 - -1 1/3 - - - - - - 5 1 24X48 S/S TABLE W/UNDERSHELF TABCO VSS-244 - - - - - _ 6 1 1000LB. ICE MAKER SCOTSMAN CME1000AE-32A - - - - 208 1 _ _ - - 21 - - - - 7 1 DUAL TEMP 2 DOOR REFRIGERATOR TRUE T-49 - - - - 115 - * - 1/2 - 10 - - - 8 PP WIRE SHELVING METRO 1448BR - - - - - _ _ _ _ 9 1 CAN WASH BY G.C. - - - _ _ _ - 10 2 COUNTERTOP SOUP KETTLES STAR 7C-B - - - - 120 1 - - - 1.0 - - - - - 11 2 CASH REGISTER BY OWNER - - - - _ - _ 12 2 DISPLAY CASE DELFIELD 573-CD - - - - 115 1 - - - - 5 13 1 DROP -IN HAND SINK ADVANCE DI-1-10 1/2 1/2 - 1-1/2 - - _ _ _ _ _ 14 1 63" COUNTERTOP W BASE BY G.C. - - - _ _ _ _ 15 1 MICROWAVE AMANA RFS9B - - - - 115 1 _ _ _ .9 20 16 1 15X60 LAMINATED WALL SHELF BY G.C. - - - _ _ _ 17 1 WORK TOP REFRIGERATOR TRUE TWT-60 - - - - 115 1 * - 1/3 - 9 - - - - 18 1 67" REFRIGERATED PREP TABLE TRUE TPP-67 - - - - 115 1 * - 1/3 - 8 - - - - 19 1 CONVEYOR TOASTER HATCO TQ-300 - - - - 115 1 - - - 1,7 - 20 1 49" GLASS DOOR REFRIGERATOR BY VENDOR 21 1 SODA SYSTEM BY VENDOR 22 1 SODA TOWER BY VENDOR$-14 23 2 COFFEE MAKER BUNN SINGLE 23050.0006 - - - - 115 1 - - -24 1 TEA BREWER BUNN TU3Q W/TD4T - - - - 115 1 - - -25 PP LAMINATED COUNTER BY G.C. - - - - _ - _26 1 BAKERY CASE DELFIELD 537-CD27 1 DROP -IN ICE CREAM CASE CUSTOM FAB_ AU°TOBT ELECTRICAL CONNECTIONS V300 0 PLUMBING CONNECTIONS �oga�aoa� E4. 115v./10 OUTLET 050" AFF 1/3 HP 7.2 AMPS. w/6' CORD & PLUG FOR ITEM 4. P1. 1-1/2" DIRECT WASTE 024" AFF FOR HAND SINK ITEM 1. E6. 208v./10 WP SPEICAL OUTLET 050" AFF 1-3/4 HP 15.8 AMPS, FOR ITEM 6. P1C. 1/2" COLD WATER STUB -OUT 025" AFF 4"O.C. AND CONNECT TO HAND SINK ITEM 1. E7. 115v./10 OUTLET 048" AFF 1/2 HP 10 AMPS. w/6' CORD & PLUG FOR ITEM 7. P1H. 1/2" HOT WATER STUB -OUT 025" AFF 4"O.C. AND CONNECT TO HAND SINK ITEM 1. El 0. 120v./10 OUTLET 048" AFF 1000 WATTS w/6' CORD & PLUG FOR ITEM 10, P2. 1-1/2" INDIRECT WASTE 024" AFF TO FLOOR SINK FOR 3 COMP. 3 SINK ITEM 2. 2831A EXCHANGE CT. 115v./10 OUTLET 012" AFF 5 AMPS w/6' CORD & PLUG FOR ITEM 11. P2C. 3/4" COLD WATER STUB -OUT 025" AFF 8" O.C. AND CONNECT TO 3 COMP. SINK ITEM 2. WEST PALM BEACH E12. (2)115v./10 JUNCTION BOX 06" AFF 5 AMPS. HARD WIRE FOR ITEM 12. P2H. 3/4" COLD WATER STUB -OUT 025" AFF 8" O.C. AND CONNECT TO 3 COMP. SINK ITEM 2. FLORIDA -5853 El 5. 120v./10 OUTLET 050" AFF 1750 WATTS 20 AMPS. w/6' CORD & PLUG 5-20P FOR ITEM 15. P6. 3/4" INDIRECT WASTE TO EXTERIOR FOR ICE MAKER ITEM 6. FAOX(407)686-5862 E17. 115v./10 OUTLET 024" AFF 1/3 HP 9 AMPS. w/6' CORD & PLUG FOR ITEM 17. P6C. 1/2" COLD WATER STUB -OUT 048" AFF AND CONNECT TO ICE MAKER ITEM 6. E18. 115v./10 WP OUTLET 06" AFF 1/3 HP 8 AMPS. w/7' CORD & PLUG FOR ITEM 18, P9. 1-1/2" INDIRECT WASTE FOR CAN WASH ITEM 9. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL. El 9. 120v./10 OUTLET 050" AFF 1.7 KW 14.5 AMPS. w/6' CORD & PLUG FOR ITEM 19. P9C. 3/4" COLD WATER STUB -OUT 030" AFF 8" O.C. FOR CAN WASH ITEM 9. MREMAIN THE PROPERTY OF ETRO DESIGN GROUP. UNAUTHORITHE ZED E20. 115v./10 OUTLET 048" AFF 1/3 HP 7.2 AMPS. w/6' CORD & PLUG FOR ITEM 20. P9H. 3/4" HOT WATER STUB -OUT 030" AFF 8" O.C. FOR CAN WASH ITEM 9. WUSE OR REPRODUUT RITTEN PERMISSION OE THETTMETET O E21. 115v./10 OUTLET 050" AFF 7.2 AMPS. W/6' CORD & PLUG FOR ITEM 21. P13. 1-1/2" DIRECT WASTE 024" AFF FOR HAND SINK ITEM 13. DDESIGN RAWINGOIS FORT USERINHCONNECTION E22. 115v./10 OUTLET 050" AFF 7.2 AMPS. w/6' CORD & PLUG FOR ITEM 22. P13C. 1/2" COLD WATER STUB -OUT 025" AFF 4" O.C. FOR HAND SINK ITEM 13. BE USEDIS FOR MY OTHER LOCATIONS E23 120v./10 OUTLET 050" AFF 16.25 AMPS. w/6' CORD & PLUG FOR ITEM 23. P13H. 1/2" HOT WATER STUB -OUT 025" AFF 4" O.C. FOR HAND SINK ITEM 13. COPYRIGHT 1996 METRO DESIGN GROUP E24. 120v./10 OUTLET 050" AFF 14.87 AMPS. w/6' CORD & PLUG FOR ITEM 24. P21C. 1/2" COLD WATER STUB -OUT 025" AFF FOR SODA ITEM 21. E26. 115v./10 OUTLET 06" AFF 5 AMPS. w/6' CORD & PLUG FOR ITEM 26. P22. 1/2" INDIRECT WASTE TO FLOOR SINK FOR SODA DISPENSER ITEM 22. P22C. 1/2" COLD WATER STUB -OUT 050" AFF FOR SODA DISPENSER ITEM 22. P23C. 1/2" COLD WATER STUB -OUT 050" AFF FOR COFFEE MAKER ITEM 23. P24C. 1/2" COLD WATER STUB -OUT 050" AFF FOR TEA BREWER ITEM 24. F- O Q J FO�-1 Z w G� d d a o w Q eo u�v w a _U y /z:� O O ral O rl U. r aoo�o¢o���c�400� KM 1/4"=1'-O" W Q O WI 0 PLUMBING SPECIFICATIONS A. SCOPE Plumbing contractor shall furnish all labor, materials and equipment necessary for the complete Installation of the sanitary sewer system (Including soil and vent piping), water service, correction to water meter, tap wives, .'a,...- boxes cold and hot water supply system, plumbing flttings, fixtures and trim; and all related fittings and controls. ,8. Water meter and fees by owner. C. All excavation and backfill as required for this phase of construction, shall be part of this contract 2 CODES AND STANDARDS is All work, materials and equipment supplied and Installed under this division shall comply with the latest edition of the following codes as amended by the governing body. Standard Bugding Code, including all appendices Local County & City Codes and Regulations Standard Plumbing Code (SBCCI) 3SUBMrrTALS A. See schedule on drawings. 4PEF&MAND FISPECTIOM A All permits and fees for permits and inspections shall be paid for by this contractor. 5. MATEFL42 A. Sanitary waste : PVC (where allowed by Code), Ductile Iron, & Cast Iron, DWV type pipe and fittings. B. Domestic Water Piping - a) Below grade - Soft .opper type "K" b Above grade - Type L copper sweated or flanged C. Joints to be wrought or cast Bronze. Lead Free solder is to be used or all Joints. D. Provide and Install Plumbing nxtures as scheduled on drawings. Complete system ( fixtures and equipment) shall be given an In-service test after completion of Installation. .n E. Underground valves shall be Installed In precast concrete boxes. F. Furnish and Install approved air chamber or shock absorbers & shutoff calves with access panels at each fixture group. g RJBTALLATBaA ; , i A. Use manufacturers templates. Caulk where required. Provide blocking for all fixtures as required. All water — — a piping within the building shall be copper and run continuous above the ceiling. No Joints below slab. All piping shall be properly supported with hangers of compatible material and all water pipes passing through concrete shall be sleeved to prevent chemical reactions. B. All Hot water piping to be Insulated. Material to be 1/2" sectional glass fiber with factory applied, all purpose, fire retordent Jacket Install per manufacturers recommendations. connections before Installing sewer lines. BuOding drninage system Is based sewer and drainage { f inverts of 9 C. Verl y on i/8" / ft. min. slope. \ ; D. All work shall be coordinated with other trades to avoid Interference with the progress of construction. E Hose bibbs shall be installed where Indicated on the drawings and shall have separate 3/4 ' main feed. Hose blobs shall have a removable key handle with hose connection vacuum breaker. Fasten securely to wall. Install 18" above finish slab. -- f 7 _31..._ -- -- fa �.�i_- w r A -cornplefan _ remove Ili sx�es'=m squlpmerTt and de6rfs.- Polish allActed or'golfehed fittings -- ve work In clean condition per Generd Conditions A 1}ie P contractor shall deliver to owner a written guarantee that the plumbing work, Is free from defects ln; materials and workmanship fora period of one year, from the date of final acceptance, and will repair or replace all work which becomes defective (not due to ordinary use) at no expense to the owner. r _ NO ALL 'ATER LANES r0 - BE n/,t' VTTT1 1/2' I4V1i,17DUAL F1.YTTR'E STOP- - -� , - K fLL q f e r_ :.:• #... ..', a ,, .._NI — r_, L a 7 t PLUMBING FLOOR P SCALE: 1 /8"=1'-0" PLUMBING NOTES Q EXISTING 2' VENTED STACK CONTRACTOR TO PROVIDE I L12' WASTE ARM ANL7 TRAP FOR OWNER FURNISHED HAND 5 W. PROVIDE ALL NECESSARY FIXTURE STOPS AND CONNECTIONS REQLPZ£D ALONG WITH SINK OYSTALLA71ON BY PLLI MG CON77P4CTOR. Q EXISTING FLOOR DRAM. EX157MG 1- HOT AND COLD WATER LANES. EXTEND WATER LINES AS REQLA ED FOR CCMEC77ON TO TWO HAND _SW.5 AND 3 GOWARTMENT SANK ® EXl5TNG MORECT WASTE EXISTNG I- HOT AND COLD WATER LINES. EXTEND WATER LIVES AS REOURED FOR CONWC77ON TO COFFEE AND TEA MAKER5. HOT WATER TO BE GAPPED AT FIXTURE STOP FOR FUTURE USE: PROVIDE CONNEC77ON TO OWNER FLRMSHED EQUPMENT_ © EXTEND 3/4- COLD WATER LANE TO OWNER FURNSHED WATER FILTER AND VE MAKER. CONTRACTOR TO PROVIDE M:iTALLATION OF FILTER UNT AND ALL CONNECTIONS. 0 EXISTING MARECT WASTE FOR iCE MAKER. EXI5TN(; CAN WASH. 0 EXISTING HOT WATER HEATER is •- -_- t;.aiE rcKaus �.__._ .,. I crass - C7P19CSI CiASSROONI SCHOOL _ ISPI E i ENTRY I / l - AY o K)MS V7YP.1 5(:Fllil1CiLBll�,-, f SrA2ta3 r _. II�STORAGE - " >!117, SrATiON n ,r�CASHC,tIOI1St'•') b' i SwTNCT)nNA_4HCN mP,PT AY _ I CLUB REPAIR — u,,:. C.1581Xx)DS. 4 i .:3'"'b #e g SYMBOL DESCRIPTION W.C. T WATER CLOSET LAV LAVATORY SH. SHOWER W WASHER D.W. _ DISH WASHER GCO GRADE CLEAN -OUT WCO WALL CLEAN -OUT VTR VENT THRU ROOF H.B. HOSE BIBB - AOODFORD #24P-3 4" F.H.B. FLUSH HOSE BIBB-WOODFORD #B24P-3/4 SITE H.B. SITE HOSE BIBB •-WOODFORD h!Y24-3/4" � 4:�. 4 ,Zr4 . LINETYPE DESCRIPTION ------- COLD WATER ---------- HOT WATER ---- — --- HOT WATER RETURN SANITARY SEWER --------- VENT ----- GAS II.._. W] Ill I -- DQ @ ����NGI ERA SSOCIA 9 E� 2103 CORPORATE ORIVE ew BOYNTON BEACH, FLORIDA 33425 1561) 733-474: MEHAEL T,ELE, P.E. ENGIW#h0E-'4EC0H0 FL,FiH1p� f1GGIETSFjT?CN p 17";32006 ,z' DAT .. ` ISSUANCES DATE TFTT.E PE WT X N O � b s N O Cd U CA Co O a N a W y W a° a, m THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION. PUBLICATION OR RE USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRMN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSITITITE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. a C\2 �oA V r��/� U) L M C--' lrD ' J U) I -a LO O W I O LLo C;6 U) c� U) _ c—I W E-I a 1-4 E­4 Q Cy-D DRAWN BY SCALE MT AS NOTED CHECKED BY LDTEA MT 9_23-99 SHEET NUMBER P OF ' ND REVI11 SIONS 11 DATE ISSUANCES DATE TITLE BID PEIOUT CONSTRUCTION x Q) Q 14 O 4i a 0 � a. N U F O 0 W a THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL, BE RESTRICTED TO THE ORIGINAL SITE FOR WINCH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -WE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE TE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O 0 o W Fr i cM ✓ n v= '4 Lo V Lo u ✓ c mm Q0 W W N I- Lo � a � r::) CYD DRAWN BY SCALE JKA AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER m-1 L OF _1 REVISIONS NO. 11 TITLE 11 DATE CEILING TILE ACOUSTIC CEILING TILE DUCT OR EXTENDED PLENUM DUCT W%ST IN COLLAR• DAMPER TIE WRAPS (TYPICAL) CEDING DIF�USE� :RANCH DUCT CEILING FRAMING SUSPENSION SYSTEM PLENUM BOX RIGID DUCT:::�, U U U CEILING RETURN ACOUSTICAL - AIR LAY -IN GRILL TiLE CEILING CEILING �ETU�N AID G� ILL DII E A � L N.T.S. ROOFTOP UNIT- SEE SPECIFICATIONS COUNTERFLASHING BY MECHANICAL CONTRACTOR CANT STRIP BY ROOFER MOUNTING HEIGHT 18 INCHES ROOFING BY ROOFER-T /- SPONGE RUBBER GASKET ATTACH ROOF CURB TO A/C UNIT -WITH (4)-#8 SHEET METAL SCREWS ALONG EACH SIDE. HEAVY -GAUGE STEEL CURB TO MATCH UNIT -SLOPE BASE OF CURB TO MATCH ROOF SLOPE INSULATION BY MECHANICAL CONTRACTOR WOOD NAILER BY MECHANICAL CONTRACTOR ATTACH ROOF CURB TO BUILDING WITH 3/8" BOLT AT EACH CORNER ADDITIONAL SUPPORT FOR EDGE OF ROOF DECK OR UNIT AS REQUIRED. NOTE: PROVIDE CURBS WITH WEATHERTIGHT 18 GAUGE GALVANIZED CAPS. UNIT MOUNTING CURB DETAIL 1 1/2" x 1/2" x 1/4" ANGLE, ALL AROUND BOLTED WITH 1/4" BOLTS TO DUCT. / UNIT MFGR. MODEL NUMBER NO. EF-1 GREENHECK - GB-130 EF-2 GREENHECK - GB-80 1 1/2" MINIMUM 12" MINIMUM FLASHING WIT14 WELDED CORNERR /f SEAMS. HEAVY-GUAGE SHEET -METAL DUCT WITH PITTSBURGH LOCK SEAM 1 1/2" STANDING, SEAM RIVETED OR BOLTED ON 12" CENTERS. ROOF CURB ROOF MAkCK �ET'A IL CFM SP RPM I AMPS ELECTRIC REQ. REMARKS VOLT PHASE 1200 .375 ADJUST. 1/4H 120 1 1 400 .125 ADJUST I 1/4HP 1 1. FURNISH WITH jLT30 SPEED CONTROLLER TO ELEC. CONTR. FOR INSTALLATION 2. NOT USED 3. NOT USED 4. NOT USED 5. NOT USED POWER SUPPLY HEATER ACCESS PANEL CONDENSATE DRAIN TO NEAREST ROOF DRAIN ROOFTOP A/C UNIT MANUAL/MOTORIZED OUTSIDE AIR INTAKE SUPPLY AIR DUCT :IAIII CiCt_1171DLey F 000FTOo p ADC D E T A � L N.T.S. FOR DISTANCE, SET= SAMPLING TUBE MANUFACTURER'S SPECS. NOTinER ST- HORN/STROBE EMOTE TEST AND AIR MOW (OTIFIER DHIIX � 02) WITH POWER SUPPLY s (NOTIFIER MPS-24A) FURNISHED BY MECH SHUT DOWN CONTACTOR J CONTRACTOR. OR RELAY (FURNISHED BY J H HORN/STROBE THE MECH. CONTRACTOR.) (NOTIFIER MIZ) 120 V RT REMOTE TEST r'. DEDICATED CIRCUIT (NOTIFIER RTS-451) Y ELECT. CONTRACTOR TO PANEL BY ELECT. CONTRACTOR.. ALL LOW VOLTAGE WIRING & CONNECTIONS BY MECH. CONTRACTOR. A H U kSOMOKE DETECTOR` DD ETAL N.T.S. DESIGN. MFGR. MODEL NUMBER SIZE DIRECTION CFM TYPE MNT. TYPE FINISH REMARKS 1 TITUS - TMS 600 SEE PLAN 0-125 SUPPLY TYPE #3 WHITE 24x24 MODULE 2 TITUS - TMS 800 SEE PLAN 126-250 SUPPLY TYPE #3 WHITE 24x24 MODULE 3 TITUS - TMS 10"0 SEE PLAN 251-375 SUPPLY TYPE #3 WHITE 24x24 MODULE 4 TITUS - TMS 12"0 SEE PLAN 376-550 SUPPLY TYPE #3 WHITE 24x24 MODULE 5 TITUS - TMR 8"0 SEE PLAN 0-200 SUPPLY --- --- --- A TITUS - 350 FL 16x16 SEE PLAN 0-300 EXHAUST WHITE --- B TITUS - 50E-NT 12x12 SEE PLAN 0-525 RETURN WHITE 2424 MODULE NOTE MECHANICAL SPECIFICATIONS t SCOPE A. The work covered In this section of the specifications consists of furnishing all labor, equipment, and material and in performing all operations in connection with the installation of the complete air conditioning and heating system. All work will be complete and to accordance with this section of the specifications and applicable drawings, and will be subject to the terms and conditions of the contract. 2. SPEC 71CA71ONS AND DRAW W A. The mechanical drawings indicate the general arrangement of the air conditioning and heating system. These specifications and drawings shall supplement each other. Equipment, ductwork and piping shall fit Into the space allocated and shall provide all necessary clearance for servicing and maintenance. 3 CODES AND STANDARDS A. The work shall comply with the latest applicable requirements of the NFPA and all local codes governing this installation as a minimum standard unless specifications listed herein or shown on the plans require a higher minimum standard. 4, PERIMITS AND FEES A. The HVAC Contractor shall procure all permits and pay all fees associated with the permitting and inspection process. The HVAC Contractor shall also arrange for all inspections. 5. ELECiRCAL A. The Electrical Contractor shall furnish and install all conduit, wire, seal -tight, and disconnects. Unless otherwise stipulated, the Electrical Contractor shall connect the air conditioning units. The HVAC Contractor will furnish all materials, wire and connect �t�hhep�thermostat. 6. MM7M AND ISOLATION A. Both the air handler unit and condensing unit shall be placed on vibration isolators. The HVAC contractor shall take all necessary steps to eliminate all excessive vibration and objectional noise projected by any equipment installed under this contract. 7. MTALL.ATION A. The HVAC contractor shall supply one thermostat per air system. Staging of heating and cooling shall be indicated on the drawings. B. All refrigeration piping to be of Type "L copper with wrought copper fittings. Joints shall be made with silver solder. C. The refrigeration auction Imes shall be insulated as follows: above ground with 1/2" "Armstrong Armoflex below ground with some encased In P.V.C. conduit. Insulation shall be slipped on piping prior to connection. All butt joints to be sealed with an approved adhesive. Installation of condensate line is by the HVAC contractor. Insulate all lines run above telling. D. The supply and return air duct system shall be fabricated of Johns Manville "Superduct Type 800, 1 1/2". All fabrication shall be in accordance with the manufacturers written fabrication manual and follow NAIMA Fibrous Glass Duct Construction Standards. Turning vanes shall be provided in duct at all changes in direction. Vanes shall be Johns Manville "Supervene . All joints shall be stapled approximately 2" on center with outward clinching steel staples and Fortifiber "Therm -Lock" closure with autorhatic bond indicator. Tape shall have minimum 1" overlap on each side of seam. E. Supply and return air registers shall be Metal Aire or their Titus equivalent as indicated on the drn_vings. All supply registers are to be equipped with manual dampers. F. Extractors and turning vanes shall be installed where indicated on the drawings to addition to all bends over 45 degrees. G. Filters to be 1" Fiberbond Dustlok with Sporex antimicrobial agent and dual ply construction, or its equivalent. Furnish two additional filters for each size of filter used. 8 TESiTq AND BALANICM A. Upon c,>mpletion of work the HVAC Contractor shall use accurate meters, Instruments of type and s?ze as required to determine proper air flow and distributions. Confirm that all fuse sizes are in accordance to the motor nameplate data. B. Air quantities: Check each blower and diffuser as indicated on drawings for correct and adequate diffusion. Outside air quantities to be checked and adjusted as required. t r ace^3 have been brought u to de A to sp g p sign temperatures and equipment Is functioning ;noperly, re --balance, if necessary, by means of calibrated thermometers placed in each room and in open spaces, not over 20' apart. Thermostats: No deviation in temperature of more thr::n 3 degrees fahrenhelt throughout conditioned space. Contractor shall submit complete data report regarding balancing, in addition to various control settings for approval of ArchKect. C. The Contractor shall obtain the services of an Independent test and balance agency that specta:izes In and whose business is limited to, testing and balancing of air conditioning systernu. "'he agency selected shall be fully certified by the Associated Air Balance Council (AABC) and shall have at least one member of the agency qualified as a certified test and baianc3 engineer that has been issued this certification by the National Examining Board - United :dates and Canada. All final rePOFts shall be signed by this certified test and balance engine; r and shall include his official storhp, D. Poch soles In insulation, ductwork, and housings, which have been cut or drilled for test purposes. E. Prepare reports of test result, including iristrumentation calibration reports, in format recommended by the applicable standards, ��" 1rY 1-� 00.8}a% 64.?G v�Y W L NUMBER CONDITIONS SUPPLY FAN HEAT COMPRESSOR CONDENSER ELE(TRIC REQ. DIMENSIONS H x W x D WEIGHT LBS SIZE TONS EDB EWB LDB LWB CFM/O.A. H KW STEPS NO. AMPS NO. AMPS VOLT PHASE 50HJ006 77 65 57.4 55.6 2200/400 2 12 1 1 17.3 1 1.5 208 3 74x45x34 465 5.0 FCARRIER50HJ006 77 65 57.4 55.6 2000/180 2 12 1 1 17.3 1 1.5 208 3 74x45x34 465 5.0 50HJ008 76.9 64.7 54.1 52.9 2465/300 2 12 1 2 12.4 2 1.4 208 3 B7x58x41 755 7.5 3 CARRIER / 50HJ004 77.7 65.5 57.4 55.5 1200/200 .75 6.5 1 1 10.3 1 0.7 208 3 74x45x34 435 3.0 4 CARRIER / 50HJ006 78.6 66.5 57.8 56.4 2000/400 2 12 1 1 17.3 1 1.5 208 3 74x45x34 465 5.0 PROVIDE UNIT WITH SMOKE DETECTOR SUITABLE FOR CONNECTION TO BUILDING FIRE ALARM SYSTEM. UNIT SEER 11.0 FRESH AIR CALC'S PER ASHRAE 62-1989 TABLE 2: AHU-1A 20 CFM/PERSON X 20 PEOPLE = 400 CFM AHU-1B 20 CFM/PERSON X 9 PEOPLE = 180 CFM AHU-2 20 CFM/PERSON X 15 PEOPLE = 300 CFM AHU-3 20 CFM/PERSON X 10 PEOPLE = 200 CFM AHU-4 20 CFM/PERSON X 20 PEOPLE = 400 CFM D� 1�U��NGINEERO SS01:11r% 1 ES 2103 CORPORATE ORIVE er BOYNTON BEACH, FLORIbA 33426 1561) 738-4747 MICHAEL, P. TFFLE, P.E. ENGINEER OF nECURO FLOWDA HFOISiRAT!0N P.E. 32006 ISSUANCES 711 TITLE BID PERAHT CONSTRUCTION X N W O U � b 1~ o IT. N � a � 0 co PO P. U ti F o a Cl) THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LDHTED TO SUCH USE. REPRODUCTION, PUBDCATION OR RE -USE BY ANY WTROD, IN WHOLE OR IN PART, WITHOUT EXPRESS NRRI N CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITS TO THE PLANS AND SPECIFICATIONS RENABIS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH TIME PLANS AND SPECIFICATIONS SNAIL CONSTITUTE PRIIIA FASCIF EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. Q 0 a � C\2 e-I �� r J TD v l Lo E-I � I Lo Lo r-� LO ~ � I --I W Q co DRAWN BY SCALE JKA AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER M-2 OF i REVISIONS NO. TITLE 11 DATE 11 SWITCH # 1 2 3 4 5 0000H SWITCH FIXTURES LUTRON N CONTROLLED If 1 GENERAL LIGHTS LT-IPSH-WH 2 COUNTER LIGHTS LT-IPSH-WH 3 CUSTOMER LIGHTS LT-IPSH-WH 4 PATIO LIGHTS LT-IPSH-WH 5 CEILING FANS LT-103PH-WH SWITCH DETAIL NO SCALE rf o, © © © © O Ci I! DELI TENANT LIGHTING PLAN SCALE: 1 /8"=1'-O" LIGHTING FIXTURE SCHEDULE TYPE VENDOR CATALOG NUMBER DESCRIPTION MOUNTING LAMP VOLTAGE REMARKS A COLUMBIA 4PS24-332G-RAA12.125-3EB120-EL 2'X4', 3-LAMP TROFFER W/ BATT. PACK RECESSED (3)F32TB/735 120V EMERGENCY GATT. PACK B COLUMBIA 4PS24-332G-RAA12.125-3EB120 2'X4', 3-LAMP FLUOR TROFFER RECESSED (3)F327/735 120V C PRESCOLITE CFTB32EB-STF802-120V RECESSED FLUOR - 42W RECESSED (1)421BXT4 120V D CEILING FAN W/ LIGHT KIT SURFACE 120V VERIFY W/ ARCHITECT X DUAL LITE LXUGWE LED EXIT W/BATTERY SURFACE LE.D. 120V SA.SBCA)O 5 ----,- I CLASS _,_—___._._______ ___ ____ ____ ------- SCORIN �. (^T7+7CP CAASSR00Ai ARP.Q LCk75F ' DLSPL4Y � C'ASEr'C* 4ffYF.) ��F N7"CLIRc 1 _ I STATION ,...� V1 I SALRS ` iSiORAciR j a 1 I I -- CA58 wolwl*r'). - _ DISPL.IY , C AIR Ob17D4' R r _ WTT:N(} STATION i ST'Q. I i 5{;IgYNt'T SWING DYNAMICS GENERAL NOTES: O EXIT SIGNS AND EGRESS FIXTURES (TYPES'E' &'X') SHALL BE CIRCUITED TO UNSWITCHED GENERAL LIGHTING CIRCUIT (TYPICAL FOR ALL). O SEE SWITCH DETAIL FOR CONFIGURATION OF MULTI -GANG SWITCH PLATE IN DELI TENANT AREA. O3 EXISTING LIGHTING TO REMAIN. SEE SHELL DESIGN PROJECT DOCUMENTS. T��LC 2103 CORPORATE DRIVE S ASSOCIATES D.au BOYNTON BEACH, FI.OnIDA 93425 (561) 730-4747 MICHAEL A. l EELE, P.E. ENGINEER OF RECCIRO F-EIR;DA F!['-JG i AA T !UN _ P.E.32006 +,e ISSUANCES DATE TITLE BED PER)w x Q) a 4 40 O b Q 41w U O Cd 0 a +' Lid V a � 0 a OLol w W x THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EIIPRma LIN m TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY YETHOD, IN WHOLE OR IN PART, WITHOUT EEPRESS WRITTEN CONSENT BY THIN ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REYAI7S WITH THE ARMITECT WITHOUT PRERHIICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRILA FASCIE EVIDRNCE OF THE ACCEPTANCE OF THEM RESTRICTIONS. O a c"2 o U�cc W c 1 i x I � Lo � a Lo H H W Q co DRAWN BY SCALE DR AS NOTED CHECKED BY DATE MT 12-28-99 SHEET NUMBER E-1 1 OF 3 C:\ACAD\PROJ\OTHER\PGAVLC I i -- - -- ----------- --- ---- ----- - --- -- ------ -- - - cvD s - — - csAss .nsR _F � � OFiKP GLAS`:i&LiUki � � AREA.SCIIUVL ' LIX)SB y, ! ENTRY 'DISPLAY 4 ff I r LL. -*-r CASE, GI.N) (I'YP,) ENTRY I C HITTING sTnna.1 FULL SWING �x r. IL ' EXISTING MAIN ELECTRIC SERMCE LOCATION. SEE RISER FOR LAYOUT. I i f I; ALL CONDUCTORS ARE TO BE CONTINUOUS FROM BOX STEEL CITY T14-PL WITH; TO BOX. 1. BLANK COVER #SP41-G NO SPLICES ARE ALLOWED. 2. DUPLEX G.F.I. & COVER #WGF-100C 3/4' COED= FOR SU7WNT OR 6RANCH CRCUnNo JUNCTION :OX DETAIL NOT TOO SOLE DELI TENANT POWER & SYSTE SCALE: 1/8"=1'-0" - _.-- GENERAL NOTES: O INSTALL JUNCTION BOXES AND RECEPTACLES AT 6" A.F.F. SEE DETAIL ON THIS PLAN. O FURNISH AND INSTALL REQUIRED RECEPTACLE FOR OWNER -FURNISHED EQUIPMENT. FIELD VERIFY, v !�C Y�NGI�ERS ASSOCIATES 2103 CORPORATE DRIVE breve BOY'NTON BEACH, FLORIOA 33426 (551) 736-4747 Y-7 29ME, MICHAF! A. iEELF, P.E. ENGINEER OF RECnAO F! ORUA nFG STRATEJN P.E. 32005 NO REVISIONS 11 DATE ISSUANCES DATE TITLE BID PER MTf CONSTRUCTION I) bO x � b Q +1 N � IC 0 a a E_ a THE USE OF THESE PLANS AND SPECIF- ICATIONS SHAH. BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITTE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PRLIUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. W co rLHn ,,o O E-A In FLo H- QD Lo �-4 F-4 Q � I� W Q co DRAWN BY SCALE DR AS NOTED CHECKED BY DATE MT 12-30-99 SHEET NUMBER E-2 2 OF 3 i 3T T; a . ELECTRICAL SPECIFICATIONS l GeAFIAL SPECF9CATMS A. GENERAL: The requirements of the general, supplementary and special conditions of the contract specifications and drawings are hereby made a part of this section of the specifications. It is the intent of the plans and specifications to provide a complete and operating installation including all obviously necessary items even though items are not indicated on the drawings or specifications. C. PERMITS, SALES TAX, ETC.: The contractor shall secure and pay for all permits, State Sales Tax, Federal Excise Tax, royalties and other taxes or fees as required for installation of a complete system as outlined herein and as shown on the plans. The contractor shall secure all necessary licenses and insurance. D. CODES: The work shall comply with latest applicable requirements of the NFPA and all local codes governing this Installation as a minimum standard unless specifications listed herein or shown on the plans require a higher minimum standard. E. BRANDS OF EQUIPMENT: Where one manufacturer only is named, the bids shall be based on furnishing equipment or materials by this manufacturer. Products of other, manufacturers will be considered for use if in the engineers opinion the item requested for substitution is equal to that specified. Where no manufacturers are named, the contractor shall select equipment or material which meets the specifications. F. DEPARTURES FROM DRAWINGS: The contract drawings indicate the extent and general arrangements of equipment and systems. If any departures from the contract drawings are deemed necessary by the contractor, details of such departures and reasons therefore shall be submitted to the engineer for approval. No such departures shall be made without the prior written approval of the engineer. G. CHANGES: The contractor shall conform to all reasonable changes without additional cost. H. ERRORS AND OMISSIONS: All obvious errors and/or omissions in the above mentioned documents shall be called to the attention of the engineer at least four days prior to the bid date. If notification is not received, no extras to the original drawings and specifications will be authorized. 1. GUARANTEE: The contractor shall provide a guarantee against defective workmanship, materials or equipment for a period of one year from the dote of acceptance. This guarantee shall include all costs ena)untered in the replacing of defective work or materials. The contractor shall convey to the owner any additional guaranties or warranties providedi by the manufacturer of an individual item, equipment or material. 2. RACEWAY A. EMT: May be used for all branch circuit wiring It, areas above grade and within the the building. All EMT shall be galvanized. All EMT fit!?zya shall be steel with set screws. B. PVC: Shall be schedule 40 high Impact, UL ap[wived, and shall be installed underground or in the slab. C. RIGID CONDUIT: Shall be used for all exterior installation N,,ere mechanical damage is possible. 3. WIFE AND CABLE A. CONDUCTORS: Shall be copper. Insulation shall be type THHN /THWN for ALL sizes. Minimum size wire No. 12, Conductors NO 10 and larger are to be stranded. Branch conduit outlets shall be connected as indicated. B. COLOR CODES: Conductors shall be color coded throughol-r. Some color small be u::ed for branch circuit wiring of a given phase. G,ounded conductors No. 4 :;WG and larger may be Black, But shall be identified with colored tape in ,unction boxes, pull boxes, panels and service equipment. (a) 120/240V or 120/208V systo,os (1) Three wire circuits - one black, one red c.;d one white 2 Four wire circuits - one black, one red, ona white, one blue. (b) 277/480V systems -one brown, one oran?e, a,., yellow, one gray c Continuity of neutrals of mulls -wired brc:,ch circ its shall not be made on terminals of any d-vice. This will ki­iuro no opening of neutral in replacement of de Ace. C. SPLICES: � a #10 and below - Scotchlok or egjal b3#8 and larger - Not allowed 4. BOXES A. OUTLET BOXES: Section welded galvanized stamped steel for gang sizes required. Sectional boxes will not be acceptable. Boxes larger than standard shall be provided in accordance With the National Electrical Code where necessary to prevent crowding of wires. B. FLOOR BOXES: To be Carlon E971FB with E97ABR adaptor for cast Bronze cover plates as manufactured by Steel City. 5. WRNQ DEVICES A. MOUNTING HEIGHTS: (a)Switches at 4'0" or as noted b Receptacles at 18" or as noted c Telephone outlets at 18" or as noted B. WALL SWITCHES: Shall be intermediate grade, quiet -type, high performance switches rated at 15A.277v. Color and switch plates as directed by the Architect and Interior Decorator. C. RECEPTACLES: See general notes on this sheet for requirements. D. POWER OUTLETS: Leviton or Slater, type and size as noted. E. DIMMER SWITCHES: Shall be equal to Lutron #N - 1500 ML slide dimmer with touch - button on/off switch with Lutron #N - SML for three way control. Low voltage dimmers shall be Nova Series, load coordinated as required. DISCONNECT SWFTC3-*=.S Shall be furnished with enclosures as required by exposures either NEMA 1 or 3R and shall be horsepower rated, heavy duty with fuses as noted. B. NON -FUSIBLE DISCONNECT SWITCHES: Shall be provided for all motors located out of sight of motor controller and where indicated on the drawings. Disconnect switches shall disconnect all ungrounded conductors. C. FUSES To be furnished for fusible equipment. Motor fuses shall be bus fusetrons rated between 125 and 150 percent of motor name plate rating. Furnish extra set of spare fuses for each fused disconnect installed. Spare fuses to be placed within a fuse cabinet located in the electric room. 7. PANELBOAM, LOADCENTER A. Loodcenters shall be as noted on plans with cover and typewritten directory inside of cover. Panelboards shall be the product of Cutler -Hammer or Square D. & LJQHMM FD(TU MS A. Unless otherwise noted, Light Fixtures will be furnished and installed as indicated on the lighting fixture schedule for installation by the electrical contractor. 9.IDENTFICATM A. Tag all conductors and identify major conduits in or at wireways, panels, pullboxes, switchboards, motor controllers, cabinets and similar items to assist in future circuit tracing. Conductor tags shall be nonconductive. B. Identify all circuits and equipment to correspond with the plans and specifications. 10. CLEAN-UP A. On completion of work, remove all excess material, equipment and debris. Leave workspace in clean condition. PANELEOAR[) WK" RATED VOLTAGE 120/208V. 3 PHASE. 4 WIRE LOCATION SEE PLAN RATED AMPS 125 MOUNTING SURFACE MAIN LUGS ONLY FEEDER CONDUCTORS C43-#1 THHN CU BRANCH POLES 30 FEELING CONDUIT 2' BRANCH DEVICES PLUG -ON MANUF. CAT. NO. 5Q. D •NQOD" BUS AMP5 DESCRIPTION BREAKER CIR, NUM. BREAKER DESCRIPTION BUS AMPS A B G TRIP POLE OL TRIP A B G 15 REG- TEA BREWER 20 1 1 2 1 20 REG- CASH RECI5TERS 30 16 REC- COFFEE MAKER 20 1 3 4 1 20 REC- CONY. TOASTER 15 16 REC- COFFEE MAKER 20 1 5 6 1 20 REC-_ WORK TOP REF- 9 5 DISPLAY CASE 20 1 7 8 1 20 REC- 49• REFRIGERATOR 7 5 DISPLAY CASE 20 1 9 10 1 20 REC- BAKERY CASE 5 8 REC- REF. PREP TABLE 20 1 11 12 1 20 REC- MICROWAVE 15 7 REC- SLICER_ 20 1 13 14 1 20 REG- 50UP KETTLE 8 5 REC- ICE CREAM CASE 20 1 15 16 1 20 REC- SOUP KETTLE 8 14 REC- SODA 5Y51EM 20 1 17 18 1 20 REC- 2 DR. REFRIGERATOR 10 21 ICE MAKER - 20 2 19 20 1 20 SPARE - 21 21 22 1 20 SPARE - - SPARE 20 1 23 24 1 20 SPARE - - SPACE 201 1 11251 26 I 1 1 20 SPACE - - SPACE 20 1 127 28 1 20 SPACE - SPACE 201 1 11 29 30 1 20 SPACE - TOTAL AMPS BU5 A 73 9U5 S 75 BUS C 72 GROUND BUS 15 REQUIRED CONNECTED KVA 25.7 KEYED DOOR LATCH 15 NOT REQUIRED NTERUPTNG RATING 10.000 RM5 5YM. FEED TO BE BOTTOM SYMBOL DESCRIPTION S SINGLE POLE SWITCH - 20A/12OV. pia 3 - WAY SWITCH - 20A/120V. 51� 4 - WAY SWITCH - 20A/12OV DOOR JAMB SWICH FOR CLOSET LIGHTS ® DIMMER SWITCH 1113 3 - WAY DIMMER SWITCH �r HALF -SNATCHED DUPLEX RECEPTACLE - 2OA/125V t DUPLEX RECEPTACLE O 42" A.F.F. - 20A/125V DUPLEX RECEPTACLE - 20A/125V DUPLEX RECEPTACLE - 20A/125V QUADRAPLEX RECEPTACLE - 2DA/125V DUPLEX RECEPTACLE - 20A/125V C. ISOLATED GROUND. DUPLEX RECEPTACLE - 20A/125V rJL GROUND FAULT INTERRUPTER. WJWx OUTLET - WEATHERPROOF. ® POWER OUTLET - VOLTAGE 8: SIZE AS NOTED. O FLOORBOX WITH DUPLEX RECEPTACLE 20A/125V. 01 DISCONNECT, VOLTAGE Lk SIZE AS NOTED. ® JUNCTION BOX 4", WITH BLANK COVER. ® TELEPHONE OUTLET -WALL MOUNTED. EACH OUTLET TO HAVE 3/4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. ♦ FAX FAX OUTLET -WALL MOUNTED. EACH OUTLET TO HAVE 3 4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. Q PANEL, SIZE k VOLTAGE - SEE PANEL SCHEDULE. ® TfMVI ON OUTLET. EACH OUTLET TO HAVE 1 C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. ® COMPUTER TERMINAL EACH OUTLET TO HAVE 3/4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. RISER MOTES . O1 -,V5TNG ELECTRICAL SERVICE ENTRANCE AND D157RmU710N. F)ELD VERIFY LOCATION AND EO(NPMENT RATINGS. OZ EXISTNG 200A. 3 PHASE FP+L APPROVED METER CAN. O3 EXISTING 200A1'3F/7Y1 SAFETY tiWITCH WiTH 2O0A CLASS RK5 FUSES. 50. D #H324N Wl7Ji BU55MAN KTNR-200 FU5 ® 2' CONDUT WITH C4J-3/0 THHN CU. CONDGGTOR5. Q EX/STANG PALL A, - SEE- PANEL SCHEDULE FOR ADDI17ON5 AND ALTERATIONS. © PANEL -K- - SEE PANEL SCHEPME FOR ADDITIONAL REQL&EMENT5. O7 2- CONDUIT TO OTHER TENANT 5PACE5. SEE 5HEET E2 FOR POINTS OF TERL` M77ON. O 2' CONDUIT AND FEEDER CONDtVTOR5 TO PANEL 7f: SEE PANEL SCHEDULE FOR CONDUCTOR SPECIFICATIONS. I PANELEOAM °A" (EXISTING) RATED VOLTAGE 120/208V. 3 PHASE. 4 WIRE LOCATION ,,irr PLAN RATED AMPS 225 MOUNTING SURFACE MAIN LUGS ONLY FEEDER CONDUCTORS (.4)-3/0 THHN CU BRANCH POLES 42 FEEDING CONDUT 2 1/2, BRANCH DEVICES PLUG -ON MANUF. GAT. NO. 5Q. D 'HOOD" BU5 AMP5 DESCRIPTION 1 BREAKER cIR, NUM. BREAKER DESCRIPTION BUS AMP A B G TRT' POLE FC, TEA' A B G 7 JEXTERIOF SOFFIT LIGHTS 20 1 1 1 2 1 zo BATHROOM RECEPT. 2 5 CENTRAL WALKWAY LIGHTS 20 1 3 4 1 20 BATHROOM RECEPT. 2 2 ELECTRIC ROOM LIGHTS 20 1 5 6 1 20 WATER COOLER 5 6 STORAGE ROOM LIGHTS 20 1 7 B 1 20, STARTER RECEPT. 3 4 WOMENI5 RESTROOM 20 1 9 10 1 20« GEN. PUR. OUTLET 4 4 MENS RE5TROOM 20 1 11 12 1 20 RECEP. PREP. OUTLETS 4 3 RECEPTION LIGHTS FANS 20 1 13 14 1 20. 5TOR. FUR. OUTLET 3 9 LIGHTS- DEU D/L 20 1 1115 1 16 1 20+ GEN. PIJR REGEP. 5 5 LIGEiTb- DEU TROFFERS 20 1 1171 18 3 60 HOT WATER HEATER 50 10 UGHTS- PATIO/FANS 20 1 1 19 120 50 5 IFACP 20 1 21 22 50 - SPARE 20 1 23 24 1 20 CIRCULATING PUMP 2 41 RTU-4 60 3 25 26 1 20 EF-1.EF-2 11 41 27 28 1 1 1 20 _ ROOFTOP RECEIPT. 2 41 29 30 1 20 SPARE - SPACE 20 1 31 32 1 20 SPARE - SPACE 20 1 33 34 1 20 SPARE - - SPACE 20 1 35 36 1 20 SPARE - - SPACE 125 3 37 38 3 >Zy PANEL T(' 73 - 39 40 75 - 41 42 72 TOTAL AMPS BUS A 209 BUS B 202 BUS G 185 GROUND BUS 15 REQUIRED CONNECTED KVA 70.9 KEYED DOOR LATCH 15 NOT REQUIRED INTERUPTNG RATING 10.000 RM5 SYM. FEED TO BE BOTTOM * DENOTES G.F.I. BREAKER. ELECTRIC LOAD CALCULAkTION COMMOAJ _21.RFAIM AREA - 4.5::16i 30. FT: GENERAL LIGG-71IG • 2 WXSQ.FT. RECEPTACLE$ . 1 W/SQ.FT. KTTCHOON EQUPMENT (PER 220 20-) C4.3.77T W t O. a53 TOTAL LAIR�ZFST OF 777E FOU011 A/C QTGKW • 125Zl HEAT C14.,W(Y a 100Z_) TOTAL rOIAL. AMPERIF5 SERVICE PROVIDED - 200 AMPERES SERVICE VCH TALE - 12O/208, 3 PHASE, 4 wR£ NOT TO SCALE LANE NEUTRAL 9.072 `1072 4.536 4.536 28.405 16.705 42,013 30.:313 14.760 - 56.776 30.313 157.7 84.2 p� TEELENG�EASSOCIATES 2103 CORPORATE DRIVE enee eoYNTON BEACH, FLORIDA 33426 (561) 738-4747 MICHAEL A. lfFLE; P.E. ENL;kEiihi TIP-REGURD (&IFJA �IEGISYjAT1GEv P t 3200P NO. REVISIONS DATE ISSUANCES DATE 11 TITLE I PERMIT I CONSTRUCTION Y) � • r-I O U ,ti Q o -7 :1 Cd co a � �i a � THE USE OF THESE PLANS AND SPECD'- [CATIONS SNAIL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LNITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TIME TO THE PLANS AND SPECIFICATIONS REYADIS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THEM PLANS AND SPECIFICATIONS SHALL CONSITTUTR PRIMA FASCiE ErMENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. a CQ o Wco W I� co co LO LO x I to LO H�1 a N Q � � Q co DRAWN BY SCALE DR NO SCALE CHECKED BY DATE MT 12-30-99 SHEET NUMBER E - 3 3 OF 3 ti z I s„ an t , F _ t r ! �h t y� t iyytjls Yr i I % 1 k x ��x�'r DISPLAY I J u rt ~I '— e I ` __—_ _____________--__________ _ ___._,_r___ _________ —I� — CASH G(X)b$(FIT.) SL1�TTtYV r--- _ _ �a 4 _ g` er �lC � •y f. P S r. � r 1 I F STATION x o- a r� '4 4 v 4, x x �t--F}----------- fl---- --- --E 1 FLOOR PLAN SCALE: 1 /8"=1'-0 ��f7 I -1—...,..._.�..,_. HRF.F%ZAF�1Y u I d � StA'' STATIONON ..'-T.. wo« SUPPORT swlNDnrNAmiTcs DISPLAY mull r RPFAM TO IMAUM — y1l"_ FULLSWING 0 �QO2 ! EI�LI-,ENGINEERS ASSO CIATES CONSULTING E 2103 CORPORATE DRIVE BOYNTON BEACH, FLORIDA 33425 (561) 738-4747 MICHAR A. THIF, P.E. ENGIN!7CR Y RECDRD P.E. 32006 ^,� No. REVISIONS 11 DATE ISSUANCES DATE 11 Tn7LE 11 BID a� 0 b o (D w rT. a �z0 s, Cf$ P, N C.7 U o w I THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EIIPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY LETHOD, IN WHOLE OR IN PART, WITHOUT ERPRESS WRITTEN CONSENT BY THE ARCHITECT 6 STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHHTECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SNAIL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.I � o W CQ .,ON.� V E­4 �D� Uw co W x, �Lo Lo V V 1 L' J DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER FS1 OF