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HomeMy WebLinkAboutPGA Golf Development Inc. - 20040071A.M. ENGINEERING AND TE5?'ING,- 3504 INDUSTRIAL 33rd STREET • FORT PIERCE ' -FLORIDA.* 34946; ; VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-75M , .., . , STUART, (561) 283-7711y,:; FT. PIERCE,1-800-233.9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: R.K. Davis Construction CONTRACTOR: Bennett Site Development SITE: Chimp Farm Introduction Unit Foundation Fill SEP 2 5 2000 . j _ St, Lucie County Fu! )jic Works Date: 9/11/00 Permit #20040471 DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 188 9/11/00 N Side of Pad Center of Excavation 0 - 1 ' 102 120.3 117.4 97.6 189 N Side of Pad Center of Excavation 1-2' 118.8 98.8 190 N Side of Pad Center of Excavation 2 - 3 ' 119.4 99.3 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client - 2 Client Fax - 1 Bennett - 1 SLC Bldg. Dept. — 1 Respectfully submitted, A.M. ENGINEERIINGA'Nl)�Tc. TRi G, INC. :i RICHARD BO'YETTF, P.E. FL Reg:,'114 .42485 JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING David, Miller and Associates, P.A David Millet, A.I.A., NCARB THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO June 29, 2000 C-aMPILY WITH ALL APPLICABLE CODES. St. Lucie County Dept. of Community Development 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: PGA Learning Center / School/Retail Spaces Mechanical Systems Ducting To Whom: It May Concern: Attached please find the as -constructed duct layouts for the above referenced project areas. These revisions were prepared by the A/C Subcontractor as a part of this interior completion. The proposed modifications and installation are acceptable, and meet the design criteria for the project Please contact me if you have any questions or concerns. Thank You. Sincerely, Mavidler, A.I.A. DRM/sj c Attachment cc: Phil Morgan, Mosley Construction FOR REVIEWED BY MUST fE Y': �T 04 JOB OR NO INSPEunoV wi:.L cSE CAADS C rL�l� ®� UUU St, Lucie County Public Worl<s 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 It ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW q 2400 Rhode Island Ave Fort Pierce, Florida 34950 TYPE OF PERMIT Telephone (561)462=2312 Fax:: (561)-462-2323 ( ) New Construction ( X ) Tenant Improvement ( ) Addition ( ) Renovation/alteration ( ) Shell Only Jurisdiction: St Lucie County Occupancy: PGA LEARNING CENTER Address: 8565 S Commerce Centre Dr Contractor: Mosley & Son Construction Contractors address: 1400 SE Monterey Rd Arch itect/Engineer: David Miller & Associates Building owner: PGA Golf Development Occupancy type: Mercantile Gross sq. ft. 3264 sq ft Occupant load: Construction type ( NFPA-220) Type: F.P.B. B-00-113 Building Dept: 20040071 Number of stories: 1 Phone # 561-287-6862 City: Stuart, FL Zip: 34994 Phone: 561-6974700 Review date: 4-20-00 Automatic sprinklers: Net sq ft: Based on: SBCCI: Type: NOTE 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal required 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections require payment of fee prior to scheduling of any further inspections. 5. Permit fees are required to be paid in full prior to any inspections. 6. A copy of the required revision/s have been transmitted to the Architect ( ) Contractor ( ). REVISIONS REQUIRED 1. Provide portable fire protection every 75' of travel -distance. 2. Alterations to the existing fire sprinkler system will require a separate permit "ReWevviat. syz .77r._ _ -Date- April-20, 2000 .1-an lieluo APR -27-00wTHU 03:4R PM,PAVID MILLER & ASSOC. 5616974105 P. 02 David Miller and ,Associates, P.A. April 27, 2000 St, Lucie County Dept. of Community Development 2300 Virgina Avenue Ft, Pierce, FL 34982 Rlr: - PGA Learning Center / School & Retail Area Permit #20040071 To Whom It May Concern: David Millcr, A.I.A., NCARB I. have received plan review comments on the above referenced project (copy attached). In response to those comments, I would like to offer the following: 1) The drinking fountain and restrooms for the school and retail area were permitted previously and are a part of the shell permit. 2) The doors will be free operating (i.e. no latches) with closure devices. The locksets will be deadbolt type with thumb turns at the interior. The hardware will be standard push/pull type. All aspects of the door operations will meet ADA requirements, If you require any additional information, please feel free to contact me at the number listed below. Thank you. Sincerely, avid Her, A.I.A., DRM/sjc attachment cc: Phil Morgan,,Mosley Construction Architecture - Engiheerifig Planning - Construction Management - Interior Design 2090 Palm Beach Lakes Blvd., Suite 205 West Palm Beach, Florida 33409 (561) 697-4700 - (561) 697-4105 Fax SYMBOL LEGEND ROOM NAMEr ROOM NAME I00 ROOM NUMBER 3 INTERIOR A 2�LEVATION NO. i SHEET NO. NO. REVISIONS TO DRAWING INDICATING EXTENT OF - CHANGES INSIDE CLOUDED AREA GROSS S SECTION NO. � SHEET NO. WALL SECTION NO. I A� 9360 REFERENCE NLIMEsER CG.S.IJ GENERAL NOTES ELEVATION NO. SHEET NO. — DOOR NO. ROOM NO. DOOR NO. _ 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 G®des shall mean the latest standard or code adopted and published. 2. The General Contractor shall be responsible for complying with all codes, ordlndklces 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 and maintoln complete workman's compensation, builders risk insurance, and other necessary insurance as maw be required. Proof of insurance shall be submitted to the Owner prior to commencement 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. Cam. 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. 6. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to the Architect prior to the commencement of the Work 9. 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 1s 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 of 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. 16. 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 ELECTRICAL NOTES 1. Establish a field liaison with the project supervisor prior to commencing work 2. All electrical work shall be per the National Electrical Code, the Southern Standard Building Code, and/or any local codes. 3. Electrical contractors shall pay for all Fees, taxes and permits. 4. Wiring devices shall be U.L. listed specification gradoB. The electrical sub -contractor shall be responsible for Full coordination of this Work with that of the General Contractor and the other sub -contractors. 57he electrical sub -contractor shall be responsible for full coordination of this Work with that of the General Contractor and the other sub -contractors. ro. Provide Architect and/or engineer with as -built drawings. PLUMBING NOTES 1. Installation shall be in accordance with local and state code requirements. 2. Plumbing contractor shall provide all required plumbing permits. 3. Do not scale for the exact fixtures, piping, equipment etc. 4. All work shall be coordinated with other trades to avoid interference with the progress of construction. LE.1(___3& ENE RETAIL/ SCHOOL �t Port St. Lucl'(-,.,, F INTERIOR BUILDOUT NOTE: THESE PLANS ARE FOR AN INTERIOR COMPLETION OF THIS SPACE DELINEATED ABOVE. REFER TO THE SHELL PLANS FOR ADDITIONAL INFORMATION. _OJECT TEAM OWNER PGA OF AMERICA PORT ST. LUCIE, FL ARCHITECT IDAVID MILLER d ASSOCIATES 2090 PALM BEACH LAKES BLVD SUITE 205, LUEST PALM BEACH, FLORIDA 3340e MEP ENGINEER TEELE 4 ASSOCIATES 2103 CORPORATE DRIVE, BOYNTON BEACH, FL 33433 STRUCTURAL ENGINEER THOMAS J. TWOMEY, P.E. 2031 EXCHANGE CT., SUITE A/5, WEST PALM BEACH, FL 3340cJ ABBREVIATIONS ABV. Above DW36. Drawings MACH. Machine AC Air Conditioning EA Each MAS. Masonry ACOUST. Acoustical F.J. Expansion Joint MAX. Maximum A.C.T. Acoustical Calling Tile EL. Elevation M.C. Medicine Cabinet ADMIN. Adminletrative ELEC. Electrical M.D.F. Main Dletrlbution Frame ADRV. Area Dra In E.O.S. Edge of slab MECH. .Mechanical AFF. Above Finlehed Floor EQ. Equal MECH. VENT.Mechanioal A.H.U. Air Handling Unit EQUIP. Equipment Ventilation ALUM, ALAluminum ESGAL. Escalator MEMB. Membrane ANOD. Anodized EX. Exposed MFR Manufacturer APPROX. Approximately EXH. Exhaust MGR Manager ASB. Asbestos: EXIST. Existing MIN. Minimum ASPH. Aspha It. EXP. Exposed MISC. Miscellaneous ASST. Assistant EXT. Exterior MM. Millmeter(e) BATT_ Battery F45 Food 4 Beverage M.C. Masonry Opening BD. BoardFAA. Fan Coil Unit M.T. Metal Threshold BLDG. Building FD: Fire Damper MTD. Mounted ELK., BLKGEHocK Blocking R DRN. Floor Drain MTL. Metal BM. Beam FN.C. Fire House Cabinet MULL. Mullion BOT. Bottom FIN. Finish N.I.C. Not In Contract i;R Brick FINFLRJ FFFinieh Floor NO. Number CB,IRK Breaker FIXT. Fixture NOM. Nominal Dimension 51RNZ. Bronze FLR Floor N.TS. Not to Scale BTW. Between GALV. Galvanized O.C. On Center GEM. PLAS.Cement Plaster GL. Glass O.D. Outside Diameter C.C. Center to Center GIRD. Ground OFCI Owner Furnished CEM. Cement GYP.BDJG$fsypsum Board Contractor Installed CERT. or GT.Cerdmic TOe H. High . OFF, Office Cis. Corner Guard HDWR Hardware OPNG Opening CH. Gelling. Height H.M. Hollow Metal G.I. Cast Iron HORIZ Horizontal OPP.HD. Opposite Hand CJ. control Joint H.PT. High Point PASS. Passenger 9 P.C. Pretest Concrete GL Center Line HCT Hollow clay Tile PDWGS. Plumbing Drawings CLG. Gelling HT. Height PL, Plate CLR Clear H.V. High Voltage P.L. Property Line CMU Concrete Masonry Unit H.W.H. Hot Water Heater PLAS. Plaster COL. Column ID. Interior Design PLWD. plywood COMP. Compressor IDIAJID.Inslde Diameter PNT. Paint CONIC. Concrete ISUL Insulation POL. Polished CONT. Continuous INT. Interior POL. Pailehed CPT. Carpet JAN. / J. Janitor P.TD, Paper Towel Dispenser DET. Detail JT. Joint P.V.C. PolyVlnyl Chloride D.F. Drinking Fountain KIT. Kitchen PTD. Painted CIA or DDlameter LAV. Lavatory(Washbasm) R. Riser DIR Director L.G. Laundry or Linen Chute RA. Return Air ON. Down L.P. Low Point RAO. or RRadlue D.O. Door Opening LT. Light RC. RalnforceEA Concrete D.O.N. Door Opening Height L.V. Low Voltage R.D. Roof Dr.ln D.O.W. Door Opening Width M. Mater(s) REFL. Reflected DR Door REFRIG. Refrloerator RET. Retaining RM. Room RD. Rough Opening ROIDP. Rain Water Drain Pipe SCHED. Schedule S. DWGS. Structural Drawings SERV. service SH. Shower SHT. Sheet SIM. Similar SLID. Sliding SND. Sanitary. Napkin Disposal SN. DISP Sanitary Napkin Dispenser SOAP DISPSoap Dispenser SP. Special SPECS. Specifications SPK Sprinkler SQ. Square S.S. Service Sink SSTLJSTST. Stainless Steel STL. Steel STN. Stain STOR Storage STRUCT. Structural SUSP. Suspended T. Tread T.O.C. Top of Curb TELE. Telephone TEMP. Tempered TH. Threshold THK. Thick T-Ob. Top of Slab T.P.H. Tollet Paper Holder TRANS. Transformer TRAN. Transom TRZ. Terrazzo TALI. Top of We It TYP. Typical UR Urina I V.C.T. Vinyl Composition Tile VERT. Vertical VEST. Vestibule V.T.R. Vent Thru Roof W/ With W.G. water Closet WD. wood U.I.O. Where Occurs WP, Waterproof W.RM. Wet Riser Main IR'.,A 7ING LIST ARCHITECTURE CS-1 COVER SHEET A-1 FLOOR PLAN, SCHEDULES AND DETAILS A-2 CEILING PLAN AND DETAILS MECHANICAL M-1 MECHANICAL FLOOR PLAN M-2 SCHEDULES AND DETAILS E-1 RETAIL TENANT LIGHTING PLAN E-2 RETAIL TENANT POWER t SYSTEMS PLAN E-3 PANELS BOARDS AND ELECTRICAL RISER DIAGRAM %CDC -Flan % �,OJECT I REVISIONS ~ O W W ai O \ 1 � W aL7.4 U � w 'a THE USE OF THESE PLANSAND 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 PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF THE ACCEPTANCE OF THESE RESTRICTIONS. N N c13 h0:3 .�con (73 O (^ct N DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 M&A No. 99119 SHBET NUMBER CS -I I OF 9 INSIDE CLOUDED AREA GROSS S SECTION NO. � SHEET NO. WALL SECTION NO. I A� 9360 REFERENCE NLIMEsER CG.S.IJ GENERAL NOTES ELEVATION NO. SHEET NO. — DOOR NO. ROOM NO. DOOR NO. _ 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 G®des shall mean the latest standard or code adopted and published. 2. The General Contractor shall be responsible for complying with all codes, ordlndklces 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 and maintoln complete workman's compensation, builders risk insurance, and other necessary insurance as maw be required. Proof of insurance shall be submitted to the Owner prior to commencement 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. Cam. 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. 6. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to the Architect prior to the commencement of the Work 9. 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 1s 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 of 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. 16. 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 ELECTRICAL NOTES 1. Establish a field liaison with the project supervisor prior to commencing work 2. All electrical work shall be per the National Electrical Code, the Southern Standard Building Code, and/or any local codes. 3. Electrical contractors shall pay for all Fees, taxes and permits. 4. Wiring devices shall be U.L. listed specification gradoB. The electrical sub -contractor shall be responsible for Full coordination of this Work with that of the General Contractor and the other sub -contractors. 57he electrical sub -contractor shall be responsible for full coordination of this Work with that of the General Contractor and the other sub -contractors. ro. Provide Architect and/or engineer with as -built drawings. PLUMBING NOTES 1. Installation shall be in accordance with local and state code requirements. 2. Plumbing contractor shall provide all required plumbing permits. 3. Do not scale for the exact fixtures, piping, equipment etc. 4. All work shall be coordinated with other trades to avoid interference with the progress of construction. LE.1(___3& ENE RETAIL/ SCHOOL �t Port St. Lucl'(-,.,, F INTERIOR BUILDOUT NOTE: THESE PLANS ARE FOR AN INTERIOR COMPLETION OF THIS SPACE DELINEATED ABOVE. REFER TO THE SHELL PLANS FOR ADDITIONAL INFORMATION. _OJECT TEAM OWNER PGA OF AMERICA PORT ST. LUCIE, FL ARCHITECT IDAVID MILLER d ASSOCIATES 2090 PALM BEACH LAKES BLVD SUITE 205, LUEST PALM BEACH, FLORIDA 3340e MEP ENGINEER TEELE 4 ASSOCIATES 2103 CORPORATE DRIVE, BOYNTON BEACH, FL 33433 STRUCTURAL ENGINEER THOMAS J. TWOMEY, P.E. 2031 EXCHANGE CT., SUITE A/5, WEST PALM BEACH, FL 3340cJ ABBREVIATIONS ABV. Above DW36. Drawings MACH. Machine AC Air Conditioning EA Each MAS. Masonry ACOUST. Acoustical F.J. Expansion Joint MAX. Maximum A.C.T. Acoustical Calling Tile EL. Elevation M.C. Medicine Cabinet ADMIN. Adminletrative ELEC. Electrical M.D.F. Main Dletrlbution Frame ADRV. Area Dra In E.O.S. Edge of slab MECH. .Mechanical AFF. Above Finlehed Floor EQ. Equal MECH. VENT.Mechanioal A.H.U. Air Handling Unit EQUIP. Equipment Ventilation ALUM, ALAluminum ESGAL. Escalator MEMB. Membrane ANOD. Anodized EX. Exposed MFR Manufacturer APPROX. Approximately EXH. Exhaust MGR Manager ASB. Asbestos: EXIST. Existing MIN. Minimum ASPH. Aspha It. EXP. Exposed MISC. Miscellaneous ASST. Assistant EXT. Exterior MM. Millmeter(e) BATT_ Battery F45 Food 4 Beverage M.C. Masonry Opening BD. BoardFAA. Fan Coil Unit M.T. Metal Threshold BLDG. Building FD: Fire Damper MTD. Mounted ELK., BLKGEHocK Blocking R DRN. Floor Drain MTL. Metal BM. Beam FN.C. Fire House Cabinet MULL. Mullion BOT. Bottom FIN. Finish N.I.C. Not In Contract i;R Brick FINFLRJ FFFinieh Floor NO. Number CB,IRK Breaker FIXT. Fixture NOM. Nominal Dimension 51RNZ. Bronze FLR Floor N.TS. Not to Scale BTW. Between GALV. Galvanized O.C. On Center GEM. PLAS.Cement Plaster GL. Glass O.D. Outside Diameter C.C. Center to Center GIRD. Ground OFCI Owner Furnished CEM. Cement GYP.BDJG$fsypsum Board Contractor Installed CERT. or GT.Cerdmic TOe H. High . OFF, Office Cis. Corner Guard HDWR Hardware OPNG Opening CH. Gelling. Height H.M. Hollow Metal G.I. Cast Iron HORIZ Horizontal OPP.HD. Opposite Hand CJ. control Joint H.PT. High Point PASS. Passenger 9 P.C. Pretest Concrete GL Center Line HCT Hollow clay Tile PDWGS. Plumbing Drawings CLG. Gelling HT. Height PL, Plate CLR Clear H.V. High Voltage P.L. Property Line CMU Concrete Masonry Unit H.W.H. Hot Water Heater PLAS. Plaster COL. Column ID. Interior Design PLWD. plywood COMP. Compressor IDIAJID.Inslde Diameter PNT. Paint CONIC. Concrete ISUL Insulation POL. Polished CONT. Continuous INT. Interior POL. Pailehed CPT. Carpet JAN. / J. Janitor P.TD, Paper Towel Dispenser DET. Detail JT. Joint P.V.C. PolyVlnyl Chloride D.F. Drinking Fountain KIT. Kitchen PTD. Painted CIA or DDlameter LAV. Lavatory(Washbasm) R. Riser DIR Director L.G. Laundry or Linen Chute RA. Return Air ON. Down L.P. Low Point RAO. or RRadlue D.O. Door Opening LT. Light RC. RalnforceEA Concrete D.O.N. Door Opening Height L.V. Low Voltage R.D. Roof Dr.ln D.O.W. Door Opening Width M. Mater(s) REFL. Reflected DR Door REFRIG. Refrloerator RET. Retaining RM. Room RD. Rough Opening ROIDP. Rain Water Drain Pipe SCHED. Schedule S. DWGS. Structural Drawings SERV. service SH. Shower SHT. Sheet SIM. Similar SLID. Sliding SND. Sanitary. Napkin Disposal SN. DISP Sanitary Napkin Dispenser SOAP DISPSoap Dispenser SP. Special SPECS. Specifications SPK Sprinkler SQ. Square S.S. Service Sink SSTLJSTST. Stainless Steel STL. Steel STN. Stain STOR Storage STRUCT. Structural SUSP. Suspended T. Tread T.O.C. Top of Curb TELE. Telephone TEMP. Tempered TH. Threshold THK. Thick T-Ob. Top of Slab T.P.H. Tollet Paper Holder TRANS. Transformer TRAN. Transom TRZ. Terrazzo TALI. Top of We It TYP. Typical UR Urina I V.C.T. Vinyl Composition Tile VERT. Vertical VEST. Vestibule V.T.R. Vent Thru Roof W/ With W.G. water Closet WD. wood U.I.O. Where Occurs WP, Waterproof W.RM. Wet Riser Main IR'.,A 7ING LIST ARCHITECTURE CS-1 COVER SHEET A-1 FLOOR PLAN, SCHEDULES AND DETAILS A-2 CEILING PLAN AND DETAILS MECHANICAL M-1 MECHANICAL FLOOR PLAN M-2 SCHEDULES AND DETAILS E-1 RETAIL TENANT LIGHTING PLAN E-2 RETAIL TENANT POWER t SYSTEMS PLAN E-3 PANELS BOARDS AND ELECTRICAL RISER DIAGRAM %CDC -Flan % �,OJECT I REVISIONS ~ O W W ai O \ 1 � W aL7.4 U � w 'a THE USE OF THESE PLANSAND 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 PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF THE ACCEPTANCE OF THESE RESTRICTIONS. N N c13 h0:3 .�con (73 O (^ct N DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 M&A No. 99119 SHBET NUMBER CS -I I OF 9 RET. Retaining RM. Room RD. Rough Opening ROIDP. Rain Water Drain Pipe SCHED. Schedule S. DWGS. Structural Drawings SERV. service SH. Shower SHT. Sheet SIM. Similar SLID. Sliding SND. Sanitary. Napkin Disposal SN. DISP Sanitary Napkin Dispenser SOAP DISPSoap Dispenser SP. Special SPECS. Specifications SPK Sprinkler SQ. Square S.S. Service Sink SSTLJSTST. Stainless Steel STL. Steel STN. Stain STOR Storage STRUCT. Structural SUSP. Suspended T. Tread T.O.C. Top of Curb TELE. Telephone TEMP. Tempered TH. Threshold THK. Thick T-Ob. Top of Slab T.P.H. Tollet Paper Holder TRANS. Transformer TRAN. Transom TRZ. Terrazzo TALI. Top of We It TYP. Typical UR Urina I V.C.T. Vinyl Composition Tile VERT. Vertical VEST. Vestibule V.T.R. Vent Thru Roof W/ With W.G. water Closet WD. wood U.I.O. Where Occurs WP, Waterproof W.RM. Wet Riser Main IR'.,A 7ING LIST ARCHITECTURE CS-1 COVER SHEET A-1 FLOOR PLAN, SCHEDULES AND DETAILS A-2 CEILING PLAN AND DETAILS MECHANICAL M-1 MECHANICAL FLOOR PLAN M-2 SCHEDULES AND DETAILS E-1 RETAIL TENANT LIGHTING PLAN E-2 RETAIL TENANT POWER t SYSTEMS PLAN E-3 PANELS BOARDS AND ELECTRICAL RISER DIAGRAM %CDC -Flan % �,OJECT I REVISIONS ~ O W W ai O \ 1 � W aL7.4 U � w 'a THE USE OF THESE PLANSAND 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 PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF THE ACCEPTANCE OF THESE RESTRICTIONS. N N c13 h0:3 .�con (73 O (^ct N DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 M&A No. 99119 SHBET NUMBER CS -I I OF 9 THE USE OF THESE PLANSAND 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 PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVI➢ENCE. OF THE ACCEPTANCE OF THESE RESTRICTIONS. N N c13 h0:3 .�con (73 O (^ct N DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 M&A No. 99119 SHBET NUMBER CS -I I OF 9 DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 M&A No. 99119 SHBET NUMBER CS -I I OF 9 24'-01/4' O 0 41/2" OFFICE -2 101 I 12'-1 3/4' 41/2" n'-91/4" 41/2' 10'-81/4' 22'-91/2" C N L' <t C_7 �„A 0 \ d DESK F--- *; I I 4 1/2" 5'40" 4 1/2" I'-8''! 3/ 4'-2' O v ' 1, L.41/2" I T0 CLASSROOM GLASS 102 SCORING 103 COUNTER COUNTER HALLWAY 104 16'-6' 41/2' 12'-1' STO. 108 O VESTIESUILE 109 5'-6' O 4L0. 107 O O 41/2" 7'-"I3/4" B 41/V JD 11'-13/4" 41/2' 2'-0' N 41/2" m r 22'-9 — I r 22'-10" v SALES ROOM100 I a I SUPPORT 10 C L— VEST10I59 UILE STORAGE CLUfi REPAIR 112 4 1/2" 4'-1 3/4" 4 1/2' b'--1 1/2" , m 11'-I3/4' - a n COUNTER ®e SINK � — — — — — — — — — — — — `0 FULL SUI G GOLF 105 I C II CLASS AREA �106OO `� 31'-13 1/2' I I �n I --_j C 9 i 0 4 I " a i I I I y I i FLOCS PLAN 1/2" DRYWALL EA. SIDE 2X BLOCKING (SHIM A' HOLLOW METAL DOOR DOOR (SEE DOO' VINYL TRANSITIOP VINYL FLOORING JER10fR FAfRTITION 5CALE:1 1/2 "=1' -0" CARPET SCALE:I/4" = I'-0" DOOR SCHEDULE NOTES DOOR DATA FINISH FRAME DATA FINISH HARDWA NUM SIZE MATERIAL TYPE GLASS NT MATERIAL TYPE JAMB HEA exT SET N0. I 3'-0' x T'-m' x 13/8' S.C. WOOF - PAINT WD. PAINT 2 3'-O' x T-0' x 1 38' S.C. WOOD PAINT WD. PAINT 3 BIFOLD" S.C. WOOD PAINT -WD. PAINT 4 3'-O' x T-0' x J 3/8' WOOD/ GL 1/4' T PANT J.D. PAINT 5 3'-0' x T-0' x 1 3/8. WOOD/ GL 1/4' T PANT W.D. PAINT 6 3'-0' x T-0' x 1 3/6' WOOD/ GL 1/4' T PANT J.D. PAINT I 3'-O' x T-0' x 1 3/8' WOOD/ GL v4 T PANT WD. PAINT 8 3'-0' x T-0' x 1 3/8' S.C. WOOD 9 3'-O' x I'-O' x 1 3/8' S.C. WOOD 10 3'-0' x T-0' x 1 3/8' S.C. WOOD ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE N WALL S WALL E WALL W WALL CEILING NOTES 100 SALES ROOM CPT. WD. PAINT PAINT PAINT PAINT ACOUS.YILE 101 OFFICE CPT. VINYL PAINT PAINT PAINT PAINT '', ACOUS. TILE 102 CLASS ROOM CPT. VINYL PAINT PAINT PAINT PAINT ACOUS. TILE 103 CLASS SCORING CPT. WD. PAINT PAINT PAINT PAINT ACOUS. TILE 104 CORRIDOR CPT. WD. PAINT PAINT PAINT PAINT ACOUS. TILE 105 FULL SWING GOLF NO FINISHES THIS AREA 106 GLASS AREA CPT. VINYL PAINT PAINT PAINT PAINT METAL 101 CLOSET CPT. WD. PAINT PAINT PAINT PAINT '' PAINT 108' STORAGE CPT. WD. PAINT PAINT PAINT PAINT PAINT In VESTIBULE CPT. WE PAINT PAINT PAINT PAINT PAINT 110 SUPPORT CPT. VINYL PAINT PAINT PAINT PAINT ACOUS. TILE III STORAGE CPT. WD. PAINT PAINT PAINT PAINT PAINT 112 CLUB REPAIR VINYL WD. PAINT PAINT PAINT PAINT PAINT NEUJ WILNLL SET CLOSURE IN SEALANT SHEET MEAL SCREW EXISTINCx HELLION ALUMINUI" I CLOSUfRE DETAI 5CALE:3' = I' - M-.4 p W U Z 6 Q a 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. ct o UO �_ M con w OO Con l� I� N O e'er ^Ol DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 DM&A No. 99144 SHEET NUMBER A-1 2 OF 9 e 12 -m" I I -OIL LG. GT. GLG. HCx . LG. GT. JB O JB LCs. HGT. H ap 9' m' JB OO OO OO OO OO OO 2" 9, , . H G T. OO OPEN TO p� aBOYE STRUCTURE JES Oxi 8O C G. HOT. JB JB . 0.. O JB CLG HCzT JL_x_x JB 9 -O , JB CLG. HCxT. TI 12'-0 LCz. HGT. JB OO JB Im' GL JB O O OO Im'm" JB OQ JB OO 12 -0 GLG. HGT. 8 ga. HANGER WIR AT 45' O.C. AND WITHIN 6' FROM END OF CARRYING CHANNEL 1-1/2' CARRING CHANNELS AT 48' O.C. AND WITHIN 6" FROM WALL PROVIDE 1" CLEAR AT ABUTTING WALLS 1/8' HAT CHANNEL AT 24' O.G. AND WITHIN 6' FROM WALL PROVIDE 1" CLEAR AT ABUTTING WALLS 5/51 GYP. BD. ND D G`'f=SUN BOARD Cl LEGEND 2x4 LAY -IN FLUORESCENT 3-32w. T-8 LAMPS TxT LAY -IN FLUORESCENT W/2-32w LAMPS O RECESSED DOWNLIGHT. WHITE BAFFLE 26w. PL FLUORESCENT EMERGENCY LIGHT eEXIT. LIGHT DRYWALL CEILING METAL CEILING JB J-BOX METAL RUNNER ANCHOR TO STRUCTURE 3 5/8" METAL STUDS AT I6O.G. ATTACH TO MTL. RUNNER SUSPENDED ACOUSTICAL CEILING 5/a" G'1'P. BD. METAL CORNER TYP. ACOUSTIC CEILING 7 NSITION SUSPENDED ACOUSTICAL CEILING 3 5/8" METAL STUDS SUSPENDED FROM STRUCTURE (24 ga.) 5/8" GYP. BD. METAL CORNER — TYP. SEE PLAN FOR DIMENSION 3 5/8" METAL STUDS SUSPENDED FROM STRUCTURE (24 ga.) REVISIONS NOJI TITLEDATE ISSUANCES JDATEll TITLE nm �O a U x �a0. � A aW U O�] H a � THE USE IF 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, a O N r� N C� in O ....I M c c ct N DRAWN BY SCALE DMA AS SHOWN CHECKED BY DATE DRM 03.24.2000 M&A No. 991" SHEET NUMBER A-2 3 OF 9 MECHANICAL LEGEND:� SYMBOL DESCRIPTION Imo. NEW LAW PRESSURE RECTANGULAR DUCT -10•f- NEW DOUBLE SPIRAL INSULATED DUCT UNITED MCGI'LL - UNI--RIB-K27 FTEMBLE DUCT =.I TNTST-IN COLLAR WITH DAMPER ® SUPPLY AIR RETURN AIR ® THERMOSTAT f TURNING VANPS ® EXHAUST FAIR J V.D. VOLUME DAMPER —� FAL FlRE DAMPER Da N( ENASSOCIATES i��Y� 2103 CORPORATE ORIVr= 80YNTON BEACH, FLORIOA 33426 (561) 738-4747 7 MICHAN A. •fr P.E. Eh�IPI��F;-GlF,.�G13Rf2 'fl L 32096 = o TE' - REVISIONS N0. TITLE DATE 1 GENERAL REVISION 3/14IMM ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION x ^) >0 V ro 0 Lld 'c W a •� cLs o co a a a 19 L) W E. O W a rn 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 STIDCTLY PROHIBITED, TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHAIL CONSTITUTE PRIMA FASO EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICUONS. O n� vram... W. c*D W� co T���' Lo FBI () r-I � r , V� W W L ✓ I� � � WI —I H CID DRAWN BY SCALE JKA AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER m I - OF C:' . ACAD\ PROD\ OTEIER\ PGA\ LC REVISIONS 11 NO. TITLE I DATE 1 GENERAL REVISION13/14/0011 INTERMEDIATE - DUCT SUPPORT FLEXIBLE DUCT MINIMUM RADIUS 1-1 2 R CEILING FRAMING / SUSPENSION SYSTEM INSULATION ON OF DIFFUSER DUCT OR EXTENDED PLENUM DUCT TWIST IN COLLAR W/DAMPER E WRAP'. TYPICAL) /RT / ACOUSTIC CEILING TILE J DIFFUSE CARP CEILING FRAMING - SUSPENSION SYSTEM PLENUM BOX CEILING RETURN - AIR LAY -IN GRILL RIGID DUCT ACOUSTICAL TILE CEILING I i gk r S. , I ROOFTOP UNIT- SEE SPECIFICATIONS COUNTERFLASHING BY MECHANICAL CONTRACTOR CANT STRIP BY ROOFER MOUNTING HEIGHT 18 INCHES ROOFING BY ROOFER --A I SPONGE RUBBER GASKET ATTACH ROOF CURB TO A/C UNIT -WITH (4)-#B 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. / 1 1/2" MINIMUM 12" MINIMUM FLASHING WIT WELDED CORNER / SEAMS. HEAVY-GUAGE SHEET -METAL DUCT WITH PITTSBURGH LOCK SEAM 1 1/2" STANDING, SEAM RIVETED OR BOLTED ON 12" CENTERS. ROOF CURB ROOD JACK DETAILS N.T.S. UNIT I MFGR. MODEL NUMBER CFM SP RPM AMPS ELECTRIC REQ.1 REMARKS NO. VOLT PHASE EF-1 GREENHECK - GB-130 1200 .375 ADJUST. 1/4H 120 1 1 EF-2 GREENHECK - GB-80 400 .125 ADJUST 1/4H 120 1 1 1 1 1. FURNISH WITH JLT30 SPEED CONTROLLER TO ELEC. CONTR. FOR INSTALLATION 2. NOT USED 3. NOT USED 4. NOT USED 5. NOT :USED T, i # # DESIG IyF t 2 P' 3 4 1 6 V' A i' 1 C i R POWER SUPPLY ROOFTOP A/C UNIT HEATER ACCESS PANEL MANUAL/MOTORIZED OUTSIDE AIR INTAKE CONDENSATE DRAIN TO NEAREST ROOF DRAIN SUPPLY AIR DUCT - _ RETURN AIR DUCT R0o 00 FTOo p A/C DETAL N.T.S. MFGR. MODEL NUMBER SIZE DIRECTION CFM TYPE MNT. TYPE FINISH REMARKS TiTUS - TMS 6"0 SEE PLAN 0-125 SUPPLY TYPE II WHITE 2424 MODULE T1TUS - TMS 8"0 SEE PLAN 126-250 SUPPLY TYPE #3 WHITE 24x24 MODULE TITUS - TMS 1000 SEE PLAN 251-375 SUPPLY TYPE f3 WHITE 2424 MODULE TITUS - TMS 12"0 SEE PLAN 376-550 SUPPLY TYPE #3 WHITE 24x24 MODULE TITUS - 301RS 22x6 SEE PLAN 0-350 SUPPLY --- WHITE --- TITUS - 350 FL 16x16 SEE PLAN 0-300 EXHAUST WHITE --- 4 U TITUS - 350 RL 3Ox6 SEE PLAN 0-315 RETURN WHITE --- FOR DISTANCE, SEE SAMPLING TUBE MANUFACTURER'S SPECS. NOTIFIER ST- HORN/STROBE /IREMOTE TEST AND SMOKE DETECTOR NFM (NOTIFIER DHX-502) R WITH POWER SUPPLY (NOTiFIER MPS-24A) FURNISHED BY MECH SHUT DOWN CONTACTOR CONTRACTOR. OR RELAY (FURNISHED BY J H HORN/STROBE THE MECH. CONTRACTOR.) (NOTIFIER MIZ) 120 V RT REMOTE TEST DEDICATED CIRCUIT (NOTIRER RTS-451) BY ELECT. CONTRACTOR TO PANEL BY ELECT. CONTRACTOR.. ALL LOW VOLTAGE WIRING & CONNECTIONS BY MECH. CONTRACTOR. 1.11111HSMOKE DETECTOO DETAIL ►ee 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 in accordance with this section of the specifications and applicable drawings, and will be subject to the terms and conditions of the contract. 2 SPECFICATK* S AND DRAY&M A. The mechanical drawings indicate the general arrangement of the air conditioning and heating system. These specifications and drawings shall supplement such 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. PERMTS 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. S. ELECiiI:CAL 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 unite. The HVAC Contractor will furnish all materials, wire and connect the them:ustat. 6. VIBRATION AND ISCLATM 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. NSTALLATION 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 suction lines shall be Insulated as follows: above ground with 1/2" "Armstrong Armaflex 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 ceiling. 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 automatic 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 drawings. All supply registers are to be equipped with manual dampers. F. Extractors and turning vanes shall be installed where indicated on the drawings In 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 addition[II filters for each size of filter used. 6. TESTM Pad) RALA CNO A. Upon completion of work the HVAC Contractor shall use accurate meters, instruments of type and size el? required to determine proper air flow and distributions. Confirm that all fuse sizes cre ::T accordance to the motor nameplate data. B. Air quant'es: Check each blower and diffuser as indicated on drawings for correct and adequate difPislon. Outside air quantities to be checked and adjusted as required. After s:acae have been brought up to design temperatures and equipment is functioning properly, re -balance, if necessary, by means of calibrated thermometers placed in each room and in or In spaces, not over 20' apart. Thermostats: No deviation in temperature of more than 3 e�-_grees fahrenhelt throughout conditioned space. Contractor shall submit complete " Ito report regarding balancing, in addition to various control settings for approval of Architect. C. The Contractor shall obtain the services of an Independent test and balance agency that specializes in and whose business is limited to, testing and balancing of air conditioning systems. The 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 balance engineer that has been issued this certification by the National Examining Board - United States and Canada. All final reports shall be signed by this certified test and balance engineer and shall include his official stamp. D. Patch holes in insulation, ductwork, and housings, which have been cut or drilled for test purposes. E. Prepare reports of test result, including instrumentation calibration reports, In format recommended by the applicable standards. , ll _ p.,' t ?NS tT?^�tfi.yYstt�'vezyi' 1011 4f SYS. MFGR. MODEL NUMBER CONDITIONS SUPPLY FAN HEAT COMPRESSOR CONDENSER ELECTRIC REQ. DIMENSIONS WEIGHT SIZE EDB EWB LDB LWB CFM/O.A. H KW STEPS NO. AMPS NO. AMPS VOLT PHASE NO. H x W x D LBS TONS 1 A CARRIER / 50HJ006 77 65 57.4 55.6 2200/400 2 12 1 1 1 17.3 1 1.5 208 3 74x45x34 465d3. 1B CARRIER / 50H 6 77 65 57.4 55.6 200 180 2 12 1 1 17.3 1 1.5 208 3 74x45x34 465 2 CARRIER / 50HJOOB 76.9 64.7 54.1 52.9 2565/300 2 12 1 2 12.4 2 1.4 208 3 87x58x41 755 3 CA RIE 0 0 .7 6 .5 7. 55.5 0 1 1 .3 1 0. g 3 x4 4 CARRIER / 50HJ006 78.6 66.5 57.8 56.4 2000/400 2 12 1 1 1 17.3 1 1.5 L2078 3 74x45x34 465 5.0 PROVIDE UNIT WITH SMOKE DETECTOR SUITABLE FOR CONNECTION TO BUILDING FIRE ALARM SYSTEM. UNIT SEER 11.0 tea. FRESH AIR CALC'S PER ASHRAE 62-1989 TABLE 2: AHU-1A 20 CFM/PERSON X 20 PEOPLE = 400 CFM AHU-1 B 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 1����NGEERASSOCIATES 2103 CORPORATE DRIVE e®. 90YNTON BEACH, FLORIDA 33426 (561) 738-4747 MICHAEL_ A. TER LE, P.E. ENGINEER OF RECORD FI DRICA AFC18TGA i 117N E. 32005 ❑AT 11r L� ISSUANCES DATEEq1 TITLE BID PERMIT CONSTRUCTION DC N a, 0 b o I~ Q a C, 7) F, a° a� C7 a U W E 'o w w rn THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH TREY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCnON, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIII TITLE TO THE PLANS AND SPECIFICATIONS REMADTS WITH THE ARCHITECT WITHOUT PREIUDN:E. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FAME EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. CD a4 C N co W H E4 H 1 O E i I1 d LO L ✓ Q E/i v ` W Q0 LO .4 Q CYD SWITCH FIXTURES LUTRON CONTROLLED If 1 GENERAL LIGHTS LT-1PSH-WH 2 DOWNLIGHTS LT-IPSH-WH 4? 3 SALES TRACK N-1500-M 4 SALES TRACK N-1500-WH 5 SALES TRACK N-1500-WH a- i a ii 1�\PGA 1� RETAIL TENAT SCALE: 1 /8"=1'-0 LIGHTING PLAN I ILL 119A1/n mvTI IBC ct�ucni II r, GENERAL NOTES: EXIT SIGNS, EGRESS FIXTURES, AND EMERGENCY BATTERY PACKS (TYPES'A;'E' &')C) SHALL BE CIRCUITED TO UNSWITCHED GENERAL LIGHTING CIRCUIT (TYPICAL FOR ALL). (� SEE SWITCH DETAIL FOR CONFIGURATION OF MULTI -GANG SWITCH PLATE IN RETAIL TENANT AREA. TEELENGINEERS E& ASSOCIATES CONSULTING �m DRIVE BOYNTON BEACH, FLORIDA 33426 (551) 738-4747 1 GENERAL REVISION MICHAEL A. TELL E, P.E. E,NGOEEI? OF RECORD Li A Rt'I�TRATiON �? E. 32006 o R72 3" REVISIONS NO. TITLE DATE 1 FIR. PLAN REV. 3/15/00 ISSUANCES DATE TITLE BED PERMTT CONSTRUCTION x N rn P. bD O v clo � o Q (u +u G +' a r,, by c � a � a U 0 () W a THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TD THE ORIGINAL SITE FOR WHICH THEY HERE 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 WRITIER CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED, TITLE TO THE PUNS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PUNS AND SPECIFICATIONS SRAIL CONSTITUTE PRIMA FASCIN EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICHONS. O W C\2 O co cn U O - H x I F-i W a�6 cn W U1 � Lo EH Q O W Q � DRAWN BY SCALE DR AS NOTED CHECKED BY DATE MT 12-28-99 SHEET NUMBER E-1 1 OF 3 n VV4 � I 1 mm­ L F. s !j I 1 1 I I i r I �r r r g m z; s c RETAIL TENANT POWE SCALE: 1 /8"=1'-0" Ir GENERAL NOTES: O EXTEND EXISTING POWER AND TELEPHONE SERVICE CONDUITS TO PANEL LOCATIONS SHOWN. Q FURNISH AND INSTALL 12OV. POWER TO SMOKE DETECTOR. COORDINATE WITH OTHER TRADES. SEE DETAIL ON PLAN E-3. Q3 FIELD VERIFY CONNECTION REQUIREMENTS FOR INSTANTANEOUS WATER HEATER, LOCATED UNDER CABINET/SINK. FURNISH AND INSTALL RECEPTACLE/WHIP AS REQUIRED TO MAKE CONNECTION. iEELE G&EFASSOCIA TES 2103 CORPORATE DRIVE cam, BOYNTON BEACH, FLORIDA 33426 (551)738-4747 GENERAL REVISION MICHAEL A. IFELE, P.E. ENSIN En Cr fhCOHD FLORIDA H-1]16 RATION F.E. 32005 REVISIONS N0. TITLE DATE 1 JIFLR. PLAN REV. 3/15/00 ISSUANC11 ES DATE TITLE HD) })7..,/� `� 'io ?�-I '-4 O ^ -i ;- O � y U c� Q a bio — I:E >~ � 0 o: a -I-J rl a � F-1 E O 0 0. E W THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WINCH THEY WERE PREPARED AND PUBLICATION THEREOF IS EUFMSLY LRHTED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, W IHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WTHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O la�Co i.. - rco c U) Lo E-I � I W Lo co (Cy Lo � rr4 V WI11—��1 Q co DRAWN BY SCALE DR AS NOTED CHECKED BY DATE MT 12-30-99 SHEET NUMBER E-2 2 OF 3 ran one nC nne I i k � a . I ! k f'. b Y p4 : 1 e k I )� 3 i ppi6+ 33syt' Y 'o . <r s. f :4 11111 i,;11*6119 AVI • L GENERAL SPECFiCATXM 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 engineer's 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. I. GUARANTEE: The contractor shall provide a guarantee against defective workmanship, materials or equipment for a period of one year from the date of acceptance. This guarantee shall include all costs encountered in the replacing of defective work or materials. The contractor shall convey to the owner any additional guaranties or warranties provided by the manufacturer of an individual item, equipment or material. 2. RACEWAY A. EMT: May be used for all branch circuit wiring In areas above grade and within the the building. All EMT shall be galvanized. All EMT fittings shall be steel with set screws. B. PVC: Shall be schedule 40 high impact, UL approved, and shall be installed underground or in the slab. C. RIGID CONDUIT: Shall be used for all exterior installation where mechanical damage is possible. 3 WRE 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 throughout. Same color shall L<, used for branch circuit wiring of a given phase. Grounded conductors No 4 AWG and larger may be Black, But shall be identified with colored tape in juncticn boxes, pull boxes, panels and service equipment. (a) 120/240V or 120/208V systems (1 Three wire circuits - one black, one red and one white 2) Four wire circuits - one black, one red, one whl*,.e, one blue. (b) 277/480V systems -one brown, one orange, one yefow, one gray c Continuity of neutrals of multi -wired branch circuits ahall not be made on terminals of any device. This will assure no opening of neutral in replacement of device. C. SPLICES: 4a #10 and below - Scotchlok or equal lb�#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 wi-es. B. FLOOR BOXES: To be Carlon E971FB with E97ABR adapter for cast Bronze cover plates as manufactured by Steel City. 5 WFIIVr3 DEVICES A. MOUNTING HEIGHTS: (a)Swltches 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 Ycitage dimmers shall be Nova Series, load coordinated as required. 6. DISCONNECT SWITChqES 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. PANEL.BOARD, LOADMINTER A. Loadcenters 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. 8 LK*ITiJCCi FIXTURES 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. DENTiRCATION A. Tag all conductors and identify major conduits in or at wlreways, 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 -LIP A. On completion of work, remove all excess material, equipment and debris. Leave workspace in clean condition. FOR DISTANCE, SEE MANUFACTURER'S SPECS. SHUT DOWN CONTACTOR OR RELAY (FURNISHED BY THE MECH. CONTRACTOR.) SAMPLING TUBE NOTiFIER ST- -HORN/STROBE EMOTE TEST AND SMOKE DETECTOR �—(NOTIFIER DHX-502) WITH POWER SUPPLY (NOTIFIER MPS-24A) FURNISHED BY MECH CONTRACTOR. HORN/STROBE (NOTIRER MIZ) yam, 120 V RT / REMOTE TEST DEDICATED CIRCUIT (NOTIFiER RTS-451) BY ELECT. CONTRACTOR TO PANEL BY ELECT. CONTRACTOR.. ALL LOW VOLTAGE WIRING + CONNE DONS BY MECH. CONTRACTOR. AMU SMOKE D TECTAO,I DETAIL ®® N.T.S. SYMBOL DESCRIPTION 5 SINGLE POLE SWITCH - 20A/12OV. 55 3 - WAY SWITCH - 20A/12OV. 5• 4 - WAY SNATCH - 20A/120V DOOR JAMB SNATCH FOR CLOSET LIGHTS ® DIMMER SWITCH 103 3 - WAY DIMMER SWITCH 4 HALF -SWITCHED DUPLEX RECEPTACLE - 20A/125V DUPLEX RECEPTACLE 0 42" A.F.F. - 20A/125V 6 DUPLEX RECEPTACLE - 20A/125V d) DUPLEX RECEPTACLE - 2OA/125V QUADRAPLEX RECEPTACLE - 20A/125V �}, DUPLEX RECEPTACLE - 2OA/125V ` G, ISOLATED GROUND. DUPLEX RECEPTACLE - 20A/125V ""GT1 GROUND FAULT INTERRUPTER. dwr. OUTLET - WEATHERPROOF. ® POWER OUTLET - VOLTAGE & SIZE AS NOTED. FLOORBOX WITH DUPLEX RECEPTACLE 20A/125V. Q1 DISCONNECT, VOLTAGE & SIZE AS NOTED. JUNCTION BOX 4% WITH BLANK COVER. W TELEPHONE OUTLET -WALL MOUNTED. EACH OUTLET TO HAVE 3/4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. T FAX FAX OUTLET -WALL MOUNTED. EACH OUTLET TO HAVE 3 4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. r:;a PANEL, SIZE & VOLTAGE - SEE PANEL SCHEDULE. TPLEVI$ION 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 NOTES O1 EXISTING ELECTRICAL SERVICE FNTRANCE AND DI51RIBURON. FIELD VERIFY LOCATION AND RATINGS OF' EX15T1NG EQUIPMENT. OZ EXI5T7NG 200A. 3 PHASE FP+L APPROVED METER CAN. O3 EXI5TNG 200A/3F/Nl SAFETY 5W1TCH NiTH 2O0A CLA55 RK5 FU5E5. SQ. D #H324N W11H BU550AN KTNR-200 FUSE ® 2• CONDUT EYIRf C4J-3/0 TVIN CU. CONDt.CTOR5. O PANEL T3' - SEE PANEL SCHEDLLE FOR ADDITIONAL REQUREMENT5. © 2- CONDUT TO RETAIL 5PAGE 5EE SHEET E2 FOR POINT OF TERi• 170N. O7 EXTEND EX16ma FEEDER CON10T TO PANEL LOCATION. FUZM5H AND INSTALL FEEDER CONDUCTORS A5 SPE07D BRANf� fh�i�% iy yy P y Ni a BUS APES DESCRIPTION I BREAKER C& NM- BREAKER DESCRPTION BUS AW A 15 1 G TRIP 1POLE TRP A 10 1 G SO LIGHTS - OFFICES. CORR. 20 1 1 2 1 20 RECEPTACLES- OFFICE 6 13 TRACK LTG. - TRAINING 20 1 3 4 1 20 RECEPTACLES-ACONT 8 SO TRACK LTG. - SALES AREA 20 1 5 6 1 20 _ REGErrAurs 11 8 TRACK LTG. - SALES AREA 20 1 7 8 1 20 _CLA55RN. RECErmars- TELEBOARD 2 SO TRACK LTG. - SALES AREA 20 1 q SO 1 20 1 RECEPTACLES— TRAINING 8 q GEN. L'rG. - SALES AREA 20 1 11 12 1 20 RECEPTACLES— CN`rIGE 6 q DOWiR.IC,t1TS - SALES AREA 20 1 13 14 1 20 RirormamE TRAINING 6 8 LIGHTS - OFFICES 20 1 15 16 1 20 RECEPTACLES-- CLUB RPR. 6 3 RECEPTACLES - 54.L.FS 20 1 17 18 1 20 RECErrACLE- OFFICE 5 3 RECEPTACLES - ROOF 2O 1 1q 20 1 20 RECEPTACLES 3 - SPARE 20 1 21122 1 1 1 20 _REGISTERS 1 REGErrAGLE5 - SALES 6 16 INST. WATER HEATER 20 2 23 24 1 20 I REGEPfACL2'S -SALES 6 16 25 26 1 20 SPARE w - - SPARE 20 1 27 28 1 20 SPARE s-- - - SPARE e:U i Zq 30 1 20 SPARE - 41 RTU-2 COO 3 31 32 3 30 I RTU-3 22 41 33 34 22 41 35 36 22 SPACE 37 38 SPACE 3q 40 41 42 TOTAL AMPS BIDS A 126 BUS B 175 BUS C 12q GROUND BUS 15 REQUIRED CONNECTED KVA 45.1 KEYED DOOR LATCH 15 NOT REQUIRED NTERUPTNG RATING 10.000 N15 SYN. FEED TO BE BOTTOM ELECTRIC LOAD CALCULATION RETAIL 5ALE5 AREA AREA - 3.420 60. FT -- GENERAL LIGHTNG a 3 W/SQ.FT. RECEPTACLES • 1 W/5Q.FT AYST. WATT R ! "ZATER XOTOTAL LARGEST OF 1T FOLLOWING A/G C18kW A 125XC) NEAT C22.6kW • T. °7AIL Tr E A11PtA'E5 SERVICE PROVIDED - 2CO Air, ERES 5ERNCE VOLTAGE - I20./208. 3 PHASE. 4 WIRE 0 NOT TO SCALE LINE NEUTRAL 10.260 10.260 3.420 3.420 3. --42 16.980 13.680 22.608 39.588 13.680 110.0 38 Da 1�6�NG ERASSOCIATES 2103 CORPORATE DRIVE Oom BOYNTON BEACH, FLORIDA 33426 (551) 738-4747 1 GENERAL REVISION MICHAEL A. TFELE, P.E. EN 4.NIrs=q, OF RECORD Fi I30bk _RFGI,KPATUN °'. Fk:32f4C6 a � , DATE" �Q{� REVISIONS NO. TITLE 11 DATE i 11 FLR. PLAN REV. 3/15/00 11 ISSUANCES DATE I I TITLE I It CONSTRUCTION I 7) Q) r—I 0 H �. 0 4-) U Ilk 0 a Q) V a THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITS FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LBUTED TO SUCH USE. REPRODUCTION, PUBUCA71ON 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 IBM RESTRICTIONS. 0 a CQ o U) EW"Ico W I.. 4 co M 'J In In d (� Lo C ILL W a to 1. [� Q � W Q CYD DRAWN BY SCALE DR NO SCALE CHECKED BY DATE MT 12-30-99 SHEET NUMBER E-3 3 OF 3 I r•\Areas Gant nTAFA pGA\tI" REVISION11,000 NO. TITLE 1 G0* AL REMSION ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION 0 Q) (D td a U 0 � a° a a `E- E- E ti G7 O W a ul THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL DE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS E(PRESSLY LIMITED TO SUCH USE. REPRODUC[ON, PUBLICATION OR RE -USE BY ANY METHOD, RI WHOLE OR IN PART, WITHOUT EAPRESS 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 � 0 � co W �r-^ co v = Lo Lo E-� x I Lo �4 F-4 Q U � DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER PI OF C;\ACAD YRQJ\UitER�F't;A\Lf