P10276005Dwgs.pdf

PDF 6 MB Posted May 28, 2019

Attached to: USCG AIRSTATION CLEARWATER: Major Repairs AIRSTA Clearwater and Repair Water Intrusion - Annex
Solicitation number: 70Z0G119BBF2221000
Issued by: Department of Homeland Security US Coast Guard

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Amendment0001_19-B-BF2221.pdf	PDF	May 29, 2019
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P10364042Specs_Reduced.pdf	PDF	May 28, 2019
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IFB_70Z0G119BBF222100.pdf	PDF	May 24, 2019
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Standard_Form_24.pdf	PDF	May 24, 2019

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GENERAL NOTES

APPLICABLE CODES

USE AND OCCUPANCY FBC SECTION 303 & 304

GROSS EXISTING BUILDING AREA

CODE ANALYSIS

CLASSIFICATION OF WORK

LEGEND

KEY NOTES

GENERAL DEMOLITION NOTES

ROOFING KEY NOTES

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1. WHERE REQUIRED FOR NEW WORK, PREPARE EXISTING CONDITION TO RECEIVE NEW WORK. WHERE REQUIRED FOR NEW WORK, PREPARE EXISTING CONDITION TO RECEIVE NEW WORK. 2. ANY DISRUPTION IN CONTINUITY OF EXISTING UTILITIES TO BUILDINGS, FACILITIES, OR OTHER AREAS SHALL BE COORDINATED WITH THE ANY DISRUPTION IN CONTINUITY OF EXISTING UTILITIES TO BUILDINGS, FACILITIES, OR OTHER AREAS SHALL BE COORDINATED WITH THE COR TWO WEEKS IN ADVANCE OF DISRUPTION. UTILITIES SHALL BE RESTORED IMMEDIATELY. 3. DUE TO THE NATURE OF WORK INVOLVED, UNFORESEEN CONDITIONS MAY ARISE DURING CONSTRUCTION. ANY UNFORESEEN CONDITION DUE TO THE NATURE OF WORK INVOLVED, UNFORESEEN CONDITIONS MAY ARISE DURING CONSTRUCTION. ANY UNFORESEEN CONDITION THAT AFFECTS THE PROGRESS OF THE WORK SHALL BE REPORTED IMMEDIATELY TO THE COR FOR REVIEW AND RESOLUTION. 4. CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, AND CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, AND BEST STANDARDS OF PRACTICE AND SAFETY. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO EXECUTION OF CONSTRUCTION. NOTIFY COR IN CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO EXECUTION OF CONSTRUCTION. NOTIFY COR IN WRITING OF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS. 6. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL SYSTEMS IN AND AROUND THE AREA OF WORK DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL SYSTEMS IN AND AROUND THE AREA OF WORK DURING CONSTRUCTION. 7. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES, SURFACES, ETC. IN AND AROUND THE WORK AREA THAT ARE TO REMAIN. ANY CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES, SURFACES, ETC. IN AND AROUND THE WORK AREA THAT ARE TO REMAIN. ANY ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT NO COST TO THE GOVERNMENT. 8. INSTALL ALL ITEMS IN STRICT ACCORDANCE WITH MANUFACTURERS' PRINTED INSTRUCTIONS AND REVIEWED SUBMITTALS. UPON INSTALL ALL ITEMS IN STRICT ACCORDANCE WITH MANUFACTURERS' PRINTED INSTRUCTIONS AND REVIEWED SUBMITTALS. UPON COMPLETION, PERFORM ALL REQUIRED TESTS AND OBTAIN ALL REQUIRED APPROVALS 9. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE CAULKED, SEALED, AND/OR JOINT PACKED WITH APPROVED FIRE PROOFING ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE CAULKED, SEALED, AND/OR JOINT PACKED WITH APPROVED FIRE PROOFING MATERIAL TO MAINTAIN INTEGRITY OF FIRE AND/OR SMOKE BARRIERS. (SEE PLANS FOR LOCATIONS) 10. CONTRACTOR SHALL PREPARE AND SUBMIT A HURRICANE PREPAREDNESS PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN THE CONTRACTOR SHALL PREPARE AND SUBMIT A HURRICANE PREPAREDNESS PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF A HURRICANE WARNING, THE CONTRACTOR SHALL REMOVE ALL EXTERIOR UNSECURED MATERIALS AND EQUIPMENT AND STORE IN A SAFE LOCATION. 11. CONSTRUCTABILITY PLANS INDICATE THE INTENT OF MAINTENANCE OF TRAFFIC (M.O.T.) SAFETY PROVISIONS, SEQUENCING AND SITE CONSTRUCTABILITY PLANS INDICATE THE INTENT OF MAINTENANCE OF TRAFFIC (M.O.T.) SAFETY PROVISIONS, SEQUENCING AND SITE ACCESSIBILITY. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, M.O.T. AND SAFETY PROCEDURES. THE CONTRACTOR SHALL SUBMIT PEDESTRIAN AND VEHICULAR MAINTENANCE OF TRAFFIC PLANS WITH SEQUENCES OF EVENTS/STAGES INDICATED FOR COR APPROVAL PRIOR TO CONSTRUCTION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FLAGPERSONS IN ORDER TO MAINTAIN/DIRECT TRAFFIC PATTERNS AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FLAGPERSONS IN ORDER TO MAINTAIN/DIRECT TRAFFIC PATTERNS AFFECTED BY CONSTRUCTION WORK, VEHICLES, STAGING, OR OTHER ACTIVITIES RELATED TO THE WORK HEREIN. 13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE HIT POSTS, SIGNAGE, CHAIN LINK FENCE, ETC. IN PROPER CONDITIONS ON A CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE HIT POSTS, SIGNAGE, CHAIN LINK FENCE, ETC. IN PROPER CONDITIONS ON A DAILY BASIS. 14. CONTRACTOR TO VERIFY ALL FEDERAL AVIATION ADMINISTRATION (F.A.A.) REQUIREMENTS ARE MET BEFORE PROCEEDING WITH WORK AND CONTRACTOR TO VERIFY ALL FEDERAL AVIATION ADMINISTRATION (F.A.A.) REQUIREMENTS ARE MET BEFORE PROCEEDING WITH WORK AND OBTAIN COR'S APPROVAL. 15. CONTRACTOR IS RESPONSIBLE TO REMOVE, STORE, PROTECT DURING CONSTRUCTION AND REINSTALL EQUIPMENT, FURNITURE, AND CONTRACTOR IS RESPONSIBLE TO REMOVE, STORE, PROTECT DURING CONSTRUCTION AND REINSTALL EQUIPMENT, FURNITURE, AND TEMPORARY PARTITIONS TO COMPLETE SCOPE OF WORK IN COORDINATION WITH THE COR. 16. ALL INCIDENTAL ELECTRICAL WORK SHALL COMPLY WITH APPLICABLE NATIONAL ELECTRICAL SAFETY CODE (NESC), NATIONAL ELECTRICAL ALL INCIDENTAL ELECTRICAL WORK SHALL COMPLY WITH APPLICABLE NATIONAL ELECTRICAL SAFETY CODE (NESC), NATIONAL ELECTRICAL CODE (NEC), OSHA AND USCG REGULATIONS. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN THE STATE OF FLORIDA WHO ARE FAMILIAR WITH APPLICABLE CODE REQUIREMENTS. EXAMPLES OF INCIDENTAL ELECTRICAL WORK INCLUDE REMOVAL AND REINSTALLATION OF HVAC SYSTEMS, LIGHT FIXTURES, EXHAUST FANS AND ELECTRICAL OUTLETS.

AutoCAD SHX Text FLORIDA BUILDING CODE: (ALL RELATED VOLUMES) - 2017, 6TH EDITION - BASED ON THE INTERNATIONAL BUILDING CODE - EDITION 2015 FLORIDA BUILDING ACCESSIBILITY CODE: - 2017, 6TH EDITION FLORIDA FIRE PREVENTION CODE: - 2017, 6TH EDITION FLORIDA BUILDING CODE: - 2017, 6TH EDITION - EXISTING BUILDING

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TOTAL GROSS EXISTING BUILDING AREA = 22,500 S.F. = 22,500 S.F.

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GROUP "B" - BUSINESS

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PER FLORIDA BUILDING CODE - EXISTING BUILDING

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SECTION 502 : SCOPE OF WORK IS CLASSIFIED AS REPAIRS

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EXISTING WALL OR PARTITION

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INDICATES ELEVATIONS, SECTIONS & DETAILS

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INDICATES EXISTING DOOR

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EXISTING WINDOWS

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NOT USED

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AutoCAD SHX Text DAMP WIPE: SCRUB SURFACES, REMOVE MOISTURE AND DRY SURFACES AT ROOF LINE. PER DETAIL B-1/A-501.

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AutoCAD SHX Text REMOVE EXISTING CARPET FLOOR SYSTEM AND COVE BASE IN ENTIRE ROOM # 102 AND PROVIDE REPLACEMENT CARPET SYSTEM AND COVE BASE.

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NOT USED

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AutoCAD SHX Text REMOVE FULL WALL TILE AND EXISTING GYPSUM W.B. AND REPLACE WITH CEMENTITIOUS BOARD AND RE-TILE. SEE C1/A-101.

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AutoCAD SHX Text REMOVE LOWER 4 FEET OF EXISTING GYPSUM W.B. AND REPLACE WITH MOISTURE RESISTANT GYPSUM W.B. PAINT AND FINISH ENTIRE WALL AS SHOWN IN PLANS. SEAL GYPSUM W.B. AGAINST PERIMETER OF MOP RECEPTOR WHERE PRESENT. SEE B1/A-101, A1/A-101.

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AutoCAD SHX Text REMOVE 12" OF EXISTING GYPSUM W.B. AGAINST ROOF LINE AND REPLACE WITH MOISTURE RESISTANT GYPSUM W.B. PAINT AND FINISH TO MATCH EXISTING. SEE DETAIL C3/A-501. SEE REFLECTED CEILING PLANS ON SHEET A-121 FOR EXISTING CEILING FINISH MATERIAL AND ELEVATIONS. REMOVE AND REPLACE CEILING TO ACCESS AREA OF WORK. PATCH AND PAINT TO MATCH EXISTING.

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AutoCAD SHX Text REMOVE AND REPLACE DAMAGED WALL ACOUSTICAL TILES. MATCH EXISTING WALL ACOUSTICAL TILES. PER INTERIOR ELEVATIONS ON SHEET A-102 AND DETAIL B4/A-502.

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AutoCAD SHX Text REMOVE 4 FEET OF EXISTING GYPSUM W.B. ADJACENT TO ROOF LINE AND REPLACE WITH MOISTURE RESISTANT GYPSUM W.B. PAINT AND FINISH TO MATCH EXISTING. SEE DETAIL C1/A-501.

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AutoCAD SHX Text REMOVE DAMAGED EXISTING GYPSUM W.B. ABOVE DOOR IN PLENUM DIVIDING WALL AND REPLACE WITH MOISTURE RESISTANT GYPSUM W.B. PAINT AND FINISH TO MATCH EXISTING. (20 S.F. AREA)

AutoCAD SHX Text REMOVE EXISTING DAMAGED GYPSUM W.B.. INSTALL MOISTURE RESISTANT GYPSUM W.B. AND PAINT ROOM TO MATCH EXISTING. REMOVE EXISTING PLYWOOD AND PROVIDE 3/4" FIRE RESISTANT PLYWOOD BACKING. INSTALL MOISTURE RESISTANT GYPSUM W.B. AND 1" RIGID INSULATION PER DETAIL C1/A-501 FOR THE NORTH AND EAST WALLS. SEE DETAIL B1/A1-101 FOR THE SOUTH WALL. FOR BIDDING PURPOSES, ASSUME 25 SF OF AREA TO INFILL ON THE NORTH AND EAST WALL FOR A TOTAL OF 50 SF. PAINT AND FINISH TO MATCH EXISTING. REFER TO C2.2/T-401, C4/T-401 FOR ADDITIONAL INFORMATION. WORK IN THIS SPACE SHALL BE CAREFULLY SCHEDULED IN ADVANCE WITH COR AND BASED ON REMOVAL OF EXISTING TELEPHONE AND DATA EQUIPMENT. SEE SHEET T-401 WITH SPECIFIC DETAILS ON SCOPE OF WORK IN ROOM #130. PROTECT EXISTING VINYL FLOOR TO REMAIN. PROTECT EXISTING ACOUSTICAL TILE CEILING AND LIGHT FIXTURES TO REMAIN.

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AutoCAD SHX Text REMOVE EXISTING DAMAGED GYPSUM W.B. AT EAST AND WEST END OF FIRST FLOOR ROOF LINE WITHIN ROOM #133 AND ROOM #147. PROVIDE MOISTURE RESISTANT GYPSUM W.B. PAINT AND FINISH TO MATCH EXISTING. SEE DETAIL A3/A-502.

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REMOVE AND REPLACE INSULATION AROUND DIFFUSER. SEE C1 ON SHEET A-121.

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AutoCAD SHX Text DAMP WIPE VINYL FACED INSULATION BETWEEN ROOF JOISTS. 200 SF AT ROOM #209 AND 500 SF AT ROOM #147. LOCATIONS SHOWN ON SHEET A-121.

AutoCAD SHX Text REMOVE 12 INCHES OF GYPSUM W.B. AROUND WINDOW. DRY, PATCH AND SEAL. PROVIDE NEW MOISTURE RESISTANT GYPSUM W.B. AND FRAMING. PAINT ENTIRE WALL AT AFFECTED ROOMS TO MATCH EXISTING. SEE DETAIL B4/A-501.

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AutoCAD SHX Text REMOVE EXISTING WINDOW HARDWARE AND PROVIDE HARDWARE AND MECHANISM AT WINDOW TO ALLOW FOR SMOOTH WINDOW OPERATION. SEE FLOOR PLANS FOR LOCATIONS. PROVIDE HARDWARE COMPATIBLE WITH EXISTING A.W. ANDERBERG MANUFACTURER. MATCH EXISTING.

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AutoCAD SHX Text REMOVE DAMAGED EXISTING GYPSUM W.B. BELOW WINDOWS. DRY, CLEAN, PATCH AND SEAL. PROVIDE MOISTURE RESISTANT GYPSUM W.B. PAINT ENTIRE AFFECTED WALL. SEE DETAIL C2/A-501.

AutoCAD SHX Text UNCLOG AND CLEAN ALL WEEP HOLES IN THE BUILDING. WEEP HOLES ARE PROVIDED EVERY 24 INCHES O.C. HORIZONTALLY TYPICAL AT ALL EXTERIOR WALLS. SEE EXTERIOR ELEVATIONS.

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AutoCAD SHX Text REMOVE AND REPLACE SEALANT AT ALL WINDOW JOINTS AND SILLS. CLEAN AND PRIME SURFACES AND PROVIDE BACKER ROD AND SEALANT. SEE ELEVATIONS AND DETAIL B3/A-501.

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AutoCAD SHX Text REMOVE AND REPLACE SEALANT AND BACKER ROD AT ALL LOCATIONS SHOWN ON EXTERIOR ELEVATIONS. SEE FLOOR PLANS AND ELEVATIONS FOR LOCATIONS. MASONRY CONTROL JOINTS ARE 3/8" IN WIDTH AT ALL EXTERIOR FACADES. CONTROL JOINTS ARE 3/4" IN WIDTH BETWEEN SPLIT FACE CMU AND CMU BLOCK.

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AutoCAD SHX Text PATCH 8"X8" OPENING AT EXTERIOR ELEVATION. PROVIDE SPLIT FACED CMU TO MATCH EXISTING.

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AutoCAD SHX Text REMOVE AND RE-INSTALL EXISTING PA WALL MOUNTED SPEAKERS AS REQUIRED TO ACCESS AREA OF WORK.

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AutoCAD SHX Text REMOVE AND RE-INSTALL EXISTING WALL MOUNTED I.T. JACKS AS REQUIRED TO ACCESS AREA OF WORK.

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CARTAYA &

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ASSOCIATES

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ARCHITECTS P.A.

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2400 E. COMMERCIAL BLVD. SUITE 201

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FT. LAUDERDALE, FLORIDA 33308

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AutoCAD SHX Text A. REMOVE ANY OBSTRUCTIONS AND APPURTENANCES IF REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. ALL ITEMS NOTED TO BE REMOVE ANY OBSTRUCTIONS AND APPURTENANCES IF REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. ALL ITEMS NOTED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY WITH ALL ASSOCIATED APPURTENANCES. B. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FINISHES AND CONSTRUCTION NOT SCHEDULED FOR DEMOLITION. ALL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FINISHES AND CONSTRUCTION NOT SCHEDULED FOR DEMOLITION. ALL AFFECTED SURFACES SHALL BE REPAIRED AS REQUIRED TO MATCH ADJACENT OR ADJOINING AREAS OF NEW CONSTRUCTION IN A SEAMLESS MANNER. C. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND PHASING OF DEMOLITION WORK AND NEW WORK TO AVOID UNNECESSARY CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND PHASING OF DEMOLITION WORK AND NEW WORK TO AVOID UNNECESSARY DISRUPTION TO USCG OPERATIONS. PROVIDE A CONSTRUCTION PHASING PLAN AS A PRE-CONSTRUCTION SUBMITTAL. D. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE COR. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE COR. E. LOCATE ALL EXISTING UTILITIES PRIOR TO START OF WORK. LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF INDICATED LOCATE ALL EXISTING UTILITIES PRIOR TO START OF WORK. LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF INDICATED UTILITIES SERVING AREA TO BE DEMOLISHED. F. ANY UTILITY LINES THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT ANY UTILITY LINES THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE OR SHALL BE REPAIRED BY THE COR AT THE CONTRACTOR'S EXPENSE. G. CONTRACTOR SHALL CLEAR PROJECT SITE OF ALL TRASH, RUBBISH, AND DEBRIS ON A DAILY BASIS. DISPOSE OF ALL WASTE CONTRACTOR SHALL CLEAR PROJECT SITE OF ALL TRASH, RUBBISH, AND DEBRIS ON A DAILY BASIS. DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. USE OF BUILDING TRASH DUMPSTER IS NOT PERMITTED. THE CONTRACTOR SHALL PROVIDE HIS/HER OWN DUMPSTER. H. CONTRACTOR SHALL PROVIDE ALL SAFETY MEASURES AND FEATURES AS REQUIRED BY THE APPLICABLE CODES, RULES AND CONTRACTOR SHALL PROVIDE ALL SAFETY MEASURES AND FEATURES AS REQUIRED BY THE APPLICABLE CODES, RULES AND REGULATIONS HAVING JURISDICTION OVER THE PROJECT. J. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT ALL UNDERGROUND OR OTHER CONCEALED UTILITIES, AND CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT ALL UNDERGROUND OR OTHER CONCEALED UTILITIES, AND SHALL INSPECT CEILINGS AND CHASES TO ASSURE PROPER IDENTIFICATION OF EXISTING UTILITIES PRIOR TO CUTTING, PATCHING, CAPPING, ETC., AS REQUIRED AND INDICATED ON THE CONSTRUCTION DOCUMENT.

AutoCAD SHX Text K. PRIOR TO COMMENCING DEMOLITION WORK IN ANY DESIGNATED AREA, CONTRACTOR SHALL VISIT THE DESIGNATED AREA AND BECOME FAMILIAR WITH THE CONDITIONS OF THE SPACE. CONTRACTOR SHALL REVIEW THE SCOPE OF WORK TO BE PERFORMED AND SHALL IMMEDIATELY BRING TO THE COR'S ATTENTION ANY DISCREPANCIES OR CONDITIONS WHICH IN THE CONTRACTOR'S OPINION MAY AFFECT THE EXECUTION OF THE WORK. L. CONTRACTOR SHALL VERIFY WITH THE COMPLETE SET OF CONSTRUCTION DRAWINGS ALL ITEMS TO BE REMOVED AND/OR RELOCATED. M. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PENETRATING EXISTING WALLS OR FLOOR/CEILING SLABS SO STRUCTURAL CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PENETRATING EXISTING WALLS OR FLOOR/CEILING SLABS SO STRUCTURAL INTEGRITY OF SUCH ELEMENTS IS NOT DEGRADED. CONTRACTOR SHALL RESTORE EXISTING SURFACES SCHEDULED TO REMAIN THAT ARE AFFECTED BY SCOPE OF WORK. CONTRACTOR SHALL SEAL TIGHT ALL PENETRATIONS IN WALLS AND FLOOR/CEILING SLABS TO PRESERVE THE REQUIRED FIRE RATING INTEGRITY. N. EXISTING SURFACES SHALL BE PREPARED TO RECEIVE NEW SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING, PATCHING, EXISTING SURFACES SHALL BE PREPARED TO RECEIVE NEW SCHEDULED FINISHES BY GRINDING, SCRAPING, FILLING, PATCHING, LEVELING, ETC. AS REQUIRED. O. CONTRACT DOCUMENTS ARE BASED ON AS-BUILT DRAWINGS PROVIDED BY THE COST GUARD. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS ARE BASED ON AS-BUILT DRAWINGS PROVIDED BY THE COST GUARD. ANY DISCREPANCIES BETWEEN THE WORK DEPICTED IN THE DOCUMENTS AND THE ACTUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE COR FOR REVIEW AND CLARIFICATION. P. PROVIDE DUST CONTROL DURING DEMOLITION AND DEBRIS REMOVAL. PROVIDE DUST CONTROL DURING DEMOLITION AND DEBRIS REMOVAL. Q. ADJACENT AREAS TO DEMOLITION AREA WILL BE OCCUPIED. CONDUCT BUILDING DEMOLITION SO OPERATIONS OF OCCUPIED AREAS ADJACENT AREAS TO DEMOLITION AREA WILL BE OCCUPIED. CONDUCT BUILDING DEMOLITION SO OPERATIONS OF OCCUPIED AREAS WILL NOT BE DISRUPTED. R. MAINTAIN ACCESS TO EXISTING WALKWAYS, EXITS, OR OTHER FACILITIES USED BY OCCUPANTS OF OTHER AREAS. MAINTAIN ACCESS TO EXISTING WALKWAYS, EXITS, OR OTHER FACILITIES USED BY OCCUPANTS OF OTHER AREAS. S. ERECT TEMPORARY PROTECTION SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS AT AREAS REQUIRING ERECT TEMPORARY PROTECTION SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS AT AREAS REQUIRING PROTECTION FOR PEDESTRIANS. T. PROTECT EXISTING STRUCTURES, ADJACENT WALKWAYS, PROPERTIES, UTILITIES AND CONSTRUCTION TO REMAIN. ANY DAMAGE PROTECT EXISTING STRUCTURES, ADJACENT WALKWAYS, PROPERTIES, UTILITIES AND CONSTRUCTION TO REMAIN. ANY DAMAGE OCCURRING DURING DEMOLITION IS TO BE CORRECTED BY THE CONTRACTOR TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT. U. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 6TH EDITION, INTERNATIONAL BUILDING ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 6TH EDITION, INTERNATIONAL BUILDING CODE - LATEST EDITION AND ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES.

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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05 DEC 18

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FINAL SUBMISSION

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NTS

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AS SHOWN

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REPAIR WATER INTRUSION

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CG AIRSTA CLEARWATER

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CLEARWATER

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ANNEX BUILDING

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ARCHITECTURAL

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LEGEND AND NOTES

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D. DILL

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G. GOSSELIN

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EXISTING CONSTRUCTION TO REMAIN

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KEY NOTE

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ROOFING KEY NOTE

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ELEVATION POINT

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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AutoCAD SHX Text REMOVE EXISTING DETERIORATED SEALANT AT REGLET. CLEAN AND PRIME AREA AND PROVIDE SEALANT. SEE DETAILS A2, A3 AND B2/A-501. REMOVE EXISTING DETERIORATED BOOT AND SEALANT AROUND EXISTING LIGHTNING PROTECTION ROD. CLEAN AND PRIME SURFACES AND PROVIDE BOOT AND SEAL WITH SEALANT. PER SIMILAR DETAIL A4/A-501. LIGHTING PROTECTION SYSTEM SHALL BE TESTED FOR CONTINUITY IN ACCORDANCE TO NFPA 780 (STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS) AND IEC 620305-3 (INTERNATIONAL LIGHTING PROTECTION STANDARD)". REMOVE EXISTING DETERIORATED BOOT AND SEALANT FROM EXISTING PIPE PENETRATION (3 INCH DIAMETER PIPE). CLEAN AND PRIME SURFACES AND PROVIDE BOOT AND SEAL WITH SEALANT. SEE DETAIL A4/A-501. REMOVE EXISTING DETERIORATED METAL ROOF PATCH. CLEAN METAL ROOF SURFACE, PROVIDE METAL PATCH AND SEAL (20 SQUARE FEET AREA). SEE LOCATION ON SHEET A-104. REMOVE EXISTING DETERIORATED SEALANT AT GUTTER TERMINATION ONLY. CLEAN AND PRIME SURFACE AND PROVIDE SEALANT. REMOVE ALL DEBRIS FROM GUTTER AND DOWNSPOUT, INCLUDING LEAVES, DIRT AND OTHER PARTICULATES. REMOVE ALL SEALANT AT GUTTER JOINTS. CLEAN AND PRIME SURFACES AND PROVIDE SEALANT. 14 LOCATIONS AT BUILDING. REMOVE EXISTING EXHAUST FAN AND REPLACE DAMAGED WOOD BLOCKING WITH NEW P.T. WOOD BLOCKING WITH STAINLESS STEEL FASTENERS. PROVIDE METAL FLASHING TO COVER P.T. WOOD BLOCKING AND REINSTALL VENT COVER WITH STAINLESS STEEL FASTENERS. PER DETAIL A1/A-501. SEE NOTES R10 AND R11 FOR SPECIFIC INFORMATION ON EXHAUST FANS. REMOVE EXISTING CORROSION COMPLETELY FROM METAL GUTTER HANGERS AND STRAPS, INSTALLED AT 32" ON CENTER. APPLY COLD-APPLIED ZINC GALVANIZED COATING. REMOVE EXISTING DOME TYPE EXHAUST FAN EF-3, 140 WATTS, 1 PHASE 120 VOLTS, DIRECT DRIVE AS REQUIRED TO PERFORM WORK INDICATED. RE-INSTALL AND VERIFY OPERATION WHEN POWER IS APPLIED. REMOVE EXISTING DOME TYPE EXHAUST FAN EF-4, 140, 1 PHASE, 1/6 HP, BELT DRIVE AS REQUIRED TO PERFORM WORK INDICATED. RE-INSTALL AND VERIFY OPERATION WHEN POWER IS APPLIED.

AutoCAD SHX Text R10

AutoCAD SHX Text R11

AutoCAD SHX Text

INTERIOR ELEVATIONS IDENTIFICATION

KEY PLAN

GENERAL NOTE

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ENTRANCE

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STAIR

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M. TOILET

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F. TOILET

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F. SHOWERS

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F. LOCKERS

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M. SHOWERS

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M. LOCKERS

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VEST

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JAN. CLOSET

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GYM AND ADJACENT MALE/FEMALE LOCKER AREAS

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MEDICAL OFFICES/ PUBLIC AFFAIRS OFFICE (PAO) DETACHMENT TAMPA BAY

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STORAGE

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OFFICE

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EXAM

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DOCTOR'S OFFICE

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CREW LOUNGE/ CUSTODIAL MANAGEMENT/ FOOD SERVICES MANAGER

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ASSEMBLY HALL

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MECHANICAL

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OFFICES/ASCW (PAO)

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SERVER ROOM

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CLOSET

AutoCAD SHX Text 123A

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PASSAGEWAY

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SEE DETAIL C3 ON SHEET A-102

AutoCAD SHX Text REMOVE EXISTING TILE AND BACKER BOARD FULL WALL (8'-0" HIGH). PROVIDE CEMENTITIOUS BOARD AND RE-TILE. REPLACE FULL WALL CERAMIC TILE.

AutoCAD SHX Text PROTECT FLOOR SYSTEM AS REQUIRED TO PROVIDE WALL FINISH. PATCH AS REQUIRED TO MATCH EXISTING.

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EXISTING GYPSUM W.B. TO REMAIN

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GYPSUM W.B. TO REMAIN

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ALIGN FINISHES

AutoCAD SHX Text EXISTING FLOORING TO REMAIN (PROTECT DURING CONSTRUCTION) (FLOOR FINISH TO BE REPLACED IN ROOM #102)

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PROVIDE VINYL BASE.

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EXISTING FLOORING TO REMAIN (PROTECT DURING CONSTRUCTION)

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EXISTING GYPSUM W.B. TO REMAIN

AutoCAD SHX Text REMOVE GYPSUM W.B. AND REPLACE WITH GYPSUM W.B. (M.R.) AND PAINT TO MATCH EXISTING (SEE PLANS FOR LOCATION)

AutoCAD SHX Text REMOVE AND REPLACE BATT INSULATION R-11 (4'-0" ONLY). METAL STUDS TO REMAIN AS-IS

AutoCAD SHX Text PROTECT EXISTING TERRAZO CUSTODIAL SINK AT FLOOR OF JANITOR'S CLOSET ROOM #111 AND ROOM #219. ADD CERAMIC TILE (16" HIGH) AT TWO ADJACENT WALLS ABOVE CUSTODIAL SINK AT ROOM #219

AutoCAD SHX Text PATCH AND PAINT GYPSUM W.B. CEILING AS REQUIRED TO PROVIDE BACKER BOARD AND CERAMIC FINISH

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EXISTING FLOORING TO REMAIN (PROTECT DURING CONSTRUCTION).

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NEW VINYL BASE AT THIS LOCATION ONLY. MATCH EXISTING VINYL BASE.

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REMOVE AND REPLACE RIGID INSULATION (R=7.2)

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EXISTING CMU TO REMAIN

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EXISTING SPLIT FACED CMU TO REMAIN

AutoCAD SHX Text REMOVE GYPSUM W.B. AND REPLACE WITH GYPSUM W.B. (M.R.) AND PAINT TO MATCH EXISTING (SEE PLANS FOR LOCATION)

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REMOVE AND REPLACE BATT INSULATION R-11 (8'-0")

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REMOVE AND REPLACE BATT INSULATION R-11 (8'-0")

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M. SHOWERS

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AutoCAD SHX Text REPLACE PLUMBING FIXTURES. CONNECT TO EXISTING PIPING- PROTECT FLOOR FINISH AND FLOOR DRAINS TO REMAIN (TYP. OF 8)

AutoCAD SHX Text

REPLACE SHOWER HEADS AND SHOWER VALVES (TYP. OF 8), USE BRADLEY OR SIMILAR.

AutoCAD SHX Text REPLACE EXISTING TOWEL BARS (TYP. OF 4). PROVIDE 3/4" PLYWOOD SUPPORT BACKING AT EXISTING PARTITION

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CERAMIC TILE (MATCH EXISTING)

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OPEN

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CERAMIC TILE (MATCH EXISTING)

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COVE TILE

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COVE TILE

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COVE TILE

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SOAP DISPENSER (TYP. OF 4)

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SOAP DISPENSER (TYP. OF 4)

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REPLACE SHOWER HEADS AND SHOWER VALVES (TYP. OF 8), USE BRADLEY OR SIMILAR.

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CARTAYA &

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ASSOCIATES

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ARCHITECTS P.A.

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2400 E. COMMERCIAL BLVD. SUITE 201

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FT. LAUDERDALE, FLORIDA 33308

AutoCAD SHX Text 954-771-2724

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MATCHLINE- SEE A-102

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MATCHLINE

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

AutoCAD SHX Text

05 DEC 18

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FINAL SUBMISSION

AutoCAD SHX Text 2042556.003

AutoCAD SHX Text P10276005D04.dwg

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NTS

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AS SHOWN

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REPAIR WATER INTRUSION

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CG AIRSTA CLEARWATER

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CLEARWATER

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ANNEX BUILDING

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ARCHITECTURAL

AutoCAD SHX Text 1st FLOOR PLAN-AREA "A"

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D. DILL

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G. GOSSELIN

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AutoCAD SHX Text 10276005

AutoCAD SHX Text P10276005

AutoCAD SHX Text A-101

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EXISTING 1 HR FIRE RATED WALL

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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A/E PROJECT NO:

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MARK

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DESCRIPTION

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DATE

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ENGINEERING UNIT

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AutoCAD SHX Text N

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PROVIDENCE

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CIVIL

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AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

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AutoCAD SHX Text A

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AutoCAD SHX Text N

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EXISTING 1HR FIRE RATED WALL

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

AutoCAD SHX Text 24'

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

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AutoCAD SHX Text 2'

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GRAPHICAL SCALE: 1/8" = 1'

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SCALE:

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AutoCAD SHX Text N

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SCALE:

AutoCAD SHX Text 1st FLOOR PLAN AREA "A"

AutoCAD SHX Text A4

AutoCAD SHX Text 1/8"=1'-0"

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SCALE:

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ENLARGED SHOWER ROOM #109

AutoCAD SHX Text C4

AutoCAD SHX Text 1/4"=1'-0"

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EXISTING TO REMAIN

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NEW WORK

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SCALE:

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INTERIOR ELEVATIONS ROOM #109

AutoCAD SHX Text C3

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 3'

AutoCAD SHX Text 2'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

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AutoCAD SHX Text 1'

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GRAPHICAL SCALE: 1/4" = 1'

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PARTIAL

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PARTIAL

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FOR KEYNOTES SEE SHEET A-001

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SIM.

AutoCAD SHX Text A-201

AutoCAD SHX Text A4

AutoCAD SHX Text A-201

AutoCAD SHX Text B4

AutoCAD SHX Text A-201

AutoCAD SHX Text C4

AutoCAD SHX Text A-101

AutoCAD SHX Text C4

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SCALE:

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SHOWER WALL - KEY NOTE

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AutoCAD SHX Text 1-1/2"=1'-0"

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SCALE:

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KEY NOTE

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AutoCAD SHX Text 1-1/2"=1'-0"

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JANITOR CLOSET #111/207/219, OFFICE # 102

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SCALE:

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KEY NOTE

AutoCAD SHX Text A1

AutoCAD SHX Text 1-1/2"=1'-0"

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JANITOR CLOSET #207

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NOTE: EAST WALL ONLY

AutoCAD SHX Text

ROOM #130 (SOUTH WALL)

KEY PLAN

IT ROOM #130 NOTES

ROOM #124 NOTE

GENERAL NOTE

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OFFICE/ COAST GUARD INVESTIGATIVE SERVICES (CGIS)

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OFFICE/COAST GUARD INVESTIGATIVE SERVICE (CGIS)

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STAIR

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PSGWY

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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PSGWY

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OFFICE

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OFFICE

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PORT SECURITY UNIT (PSU) WAREHOUSE/LOCKERS

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UNIT ADMINISTRATION/ PSU TRAINING ROOM

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OFFICE

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OFFICE

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PSGWY

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OFFICE

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OFFICE

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C.B. OFFICE

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F. TOILET

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M. TOILET

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LOBBY

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I.T. ROOM

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C.O./ELECTRONIC SUPPORT DETACHMENT (ESD)

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NEMETZ CONFERENCE ROOM

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OFFICE

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COUNTER

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STORAGE

AutoCAD SHX Text 133A

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OFFICE

AutoCAD SHX Text 138B

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OFFICE

AutoCAD SHX Text 138A

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OFFICE

AutoCAD SHX Text 138C

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OFFICE/COAST GUARD INVESTIGATIVE SERVICE (CGIS)

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OFFICE/COAST GUARD INVESTIGATIVE SERVICE (CGIS)

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CARTAYA &

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ASSOCIATES

AutoCAD SHX Text

ARCHITECTS P.A.

AutoCAD SHX Text

2400 E. COMMERCIAL BLVD. SUITE 201

AutoCAD SHX Text

FT. LAUDERDALE, FLORIDA 33308

AutoCAD SHX Text 954-771-2724

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

AutoCAD SHX Text 24'

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text

GRAPHICAL SCALE: 1/8" = 1'

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MATCHLINE

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MATCHLINE- SEE A-101

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

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USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

05 DEC 18

AutoCAD SHX Text

FINAL SUBMISSION

AutoCAD SHX Text 2042556.003

AutoCAD SHX Text P10276005D05.dwg

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REPAIR WATER INTRUSION

AutoCAD SHX Text

CG AIRSTA CLEARWATER

AutoCAD SHX Text

CLEARWATER

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ANNEX BUILDING

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ARCHITECTURAL

AutoCAD SHX Text 1st FLOOR PLAN-AREA "B"

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D. DILL

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G. GOSSELIN

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AutoCAD SHX Text 10276005

AutoCAD SHX Text P10276005

AutoCAD SHX Text A-102

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text A

AutoCAD SHX Text B

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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A/E PROJECT NO:

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CAD FILE NAME:

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SHEET TITLE

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SCALE:

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PLOT SCALE:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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ENGINEERING UNIT

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AutoCAD SHX Text L

AutoCAD SHX Text E

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AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

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PROVIDENCE

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CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text N

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AutoCAD SHX Text A

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AutoCAD SHX Text D

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AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

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EXISTING 1HR FIRE RATED WALL

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SCALE:

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N

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SCALE:

AutoCAD SHX Text 1st FLOOR PLAN AREA "B"

AutoCAD SHX Text A4

AutoCAD SHX Text 1/8"=1'-0"

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1-NORTH ELEVATION

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2-WEST ELEVATION

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SCALE:

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INTERIOR ELEVATIONS AT ASSEMBLY HALL ROOM #121

AutoCAD SHX Text C3

AutoCAD SHX Text 1/8"=1'-0"

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EXISTING WINDOWS TO REMAIN

AutoCAD SHX Text +24'-0" (V.I.F.)

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ELEV.

AutoCAD SHX Text +11'-0" (V.I.F.)

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ELEV.

AutoCAD SHX Text +19'-0" (V.I.F.)

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ELEV.

AutoCAD SHX Text +22'-8" (V.I.F.)

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ELEV.

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EXISTING WALL TO REMAIN (NO WORK)

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REMOVE AND REPLACE ACOUSTICAL PANELS

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REMOVE AND REPLACE ACOUSTICAL PANELS

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EXISTING WALL TO REMAIN (NO WORK)

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EXISTING DOOR TO REMAIN (NO WORK)

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1. ALL ELECTRONIC EQUIPMENT, RACKS AND CABLE TRAYS MUST ALL ELECTRONIC EQUIPMENT, RACKS AND CABLE TRAYS MUST BE REMOVED, STORED AND REINSTALLED IN COORDINATION WITH THE COR. SHEET T-401 FOR ADDITIONAL INFORMATION ON I.T. ROOM # 130'S SCOPE OF WORK. 2. REMOVE EXISTING PLYWOOD AND PROVIDE 3/4" FIRE REMOVE EXISTING PLYWOOD AND PROVIDE 3/4" FIRE RESISTANT PLYWOOD BACKING AT ALL WALLS. FULL HEIGHT 8'-0". SEE PLAN FOR LOCATION. 3. CONTRACTOR SHALL REMOVE HVAC AND LIGHTING FROM CONTRACTOR SHALL REMOVE HVAC AND LIGHTING FROM SPACE AND PROVIDE TEMPORARY A/C AND LIGHTING WHILE WORK IS IN PROGRESS. REPLACE LIGHTING AND REINSTALL HVAC SYSTEMS.

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4. SEE SHEET T-401 FOR ADDITIONAL INFORMATION ON ROOM # 124'S SCOPE OF WORK.

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PARTIAL

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PARTIAL

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FOR KEYNOTES SEE SHEET A-001

AutoCAD SHX Text A-201

AutoCAD SHX Text B4

AutoCAD SHX Text A-201

AutoCAD SHX Text C4

AutoCAD SHX Text A-201

AutoCAD SHX Text A2

AutoCAD SHX Text A-502

AutoCAD SHX Text A3

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AutoCAD SHX Text A3

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(SIMILAR)

AutoCAD SHX Text A-502

AutoCAD SHX Text A3

AutoCAD SHX Text A-502

AutoCAD SHX Text A3

(SIMILAR)

GENERAL NOTE

KEY PLAN

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TRAINING AIDS/ C130 STANDARDIZATION ENLISTED OFFICE

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STORAGE

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CLASSROOM

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JAN. CL.

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STAIR (UPPER AREAS)

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PASSAGEWAY

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CLASSROOM/EDWARDS (1)

AutoCAD SHX Text 205B

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CLASSROOM/ PSU SPECIAL FORCES

AutoCAD SHX Text 204A

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CLASSROOM

AutoCAD SHX Text 205A

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C130 STANDARDIZATION BANC CLASSROOM

AutoCAD SHX Text 213B

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C130 STANDARDIZATION CLASSROOM

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OFFICE

AutoCAD SHX Text 215 A

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PROJ.

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STOR.

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PASSAGEWAY

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PASSAGEWAY

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CLASSROOM

AutoCAD SHX Text 203A

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CLASSROOM/ C-130H PRIME UNIT OFFICES

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PASSAGEWAY

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C130 STANDARDIZATION CLASSROOM (1)

AutoCAD SHX Text 218A

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STAIR

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PASSAGEWAY

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JAN. CLOSET

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F. TOILET

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M. TOILET

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OFFICE

AutoCAD SHX Text 203C

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OFFICE

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OFFICE

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OFFICE

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C130 STANDARDIZATION OFFICE AREAS

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AutoCAD SHX Text F.E.C.

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CHASE

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CHASE

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BELOW FIRST FLOOR ROOF LINE

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BELOW FIRST FLOOR ROOF LINE

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BELOW FIRST FLOOR ROOF LINE

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BELOW FIRST FLOOR ROOF LINE

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C130 STANDARDIZATION CLASSROOM (2)

AutoCAD SHX Text 218B

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CLASSROOM/ C130 STANDARDIZATION BANC OFFICE

AutoCAD SHX Text 213A

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CLASSROOM/ C130 STANDARDIZATION PUBLICATIONS OFFICE

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CLASSROOM/ PSU SPECIAL FORCES

AutoCAD SHX Text 204B

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CARTAYA &

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ASSOCIATES

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ARCHITECTS P.A.

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2400 E. COMMERCIAL BLVD. SUITE 201

AutoCAD SHX Text

FT. LAUDERDALE, FLORIDA 33308

AutoCAD SHX Text 954-771-2724

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

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USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

05 DEC 18

AutoCAD SHX Text

FINAL SUBMISSION

AutoCAD SHX Text 2042556.003

AutoCAD SHX Text P10276005D06.dwg

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REPAIR WATER INTRUSION

AutoCAD SHX Text

CG AIRSTA CLEARWATER

AutoCAD SHX Text

CLEARWATER

AutoCAD SHX Text

ANNEX BUILDING

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ARCHITECTURAL

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2ND FLOOR PLAN

AutoCAD SHX Text

D. DILL

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G. GOSSELIN

AutoCAD SHX Text

AutoCAD SHX Text 10276005

AutoCAD SHX Text P10276005

AutoCAD SHX Text A-103

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EXISTING 1HR FIRE RATED WALLS

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LOCKERS

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LOCKERS

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GRAPHICAL SCALE: 1/8" = 1'

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SCALE:

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SECOND FLOOR PLAN

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AutoCAD SHX Text 1/8"=1'-0"

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EAST AND SOUTH WALLS AT CUSTODIAL SINK

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FOR KEYNOTES SEE SHEET A-001

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(SIMILAR)

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(SIMILAR)

KEY PLAN

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CARTAYA &

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ASSOCIATES

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ARCHITECTS P.A.

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2400 E. COMMERCIAL BLVD. SUITE 201

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FT. LAUDERDALE, FLORIDA 33308

AutoCAD SHX Text 954-771-2724

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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05 DEC 18

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FINAL SUBMISSION

AutoCAD SHX Text 2042556.003

AutoCAD SHX Text P10276005D07.dwg

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NTS

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AS SHOWN

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REPAIR WATER INTRUSION

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CG AIRSTA CLEARWATER

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CLEARWATER

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ANNEX BUILDING

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ARCHITECTURAL

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D. DILL

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G. GOSSELIN

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EXISTING POWERED ROOF VENT TO REMAIN

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3:12 SLOPE (V.I.F.)

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EXISTING POWERED ROOF VENT TO REMAIN

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MATCHLINE- SEE A-105

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MATCHLINE

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AT WINDOWS

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GRAPHICAL SCALE: 1/8" = 1'

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AutoCAD SHX Text N

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SCALE:

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AutoCAD SHX Text A4

AutoCAD SHX Text 1/8"=1'-0"

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FOR KEYNOTES SEE SHEET A-001

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3:12 SLOPE (V.I.F.)

KEY PLAN

GENERAL NOTE

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AutoCAD SHX Text R10

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CARTAYA &

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ASSOCIATES

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ARCHITECTS P.A.

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2400 E. COMMERCIAL BLVD. SUITE 201

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FT. LAUDERDALE, FLORIDA 33308

AutoCAD SHX Text 954-771-2724

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

05 DEC 18

AutoCAD SHX Text

FINAL SUBMISSION

AutoCAD SHX Text 2042556.003

AutoCAD SHX Text P10276005D08.dwg

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NTS

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AS SHOWN

AutoCAD SHX Text

REPAIR WATER INTRUSION

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CG AIRSTA CLEARWATER

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CLEARWATER

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ANNEX BUILDING

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ARCHITECTURAL

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ROOF PLAN-AREA "B"

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D. DILL

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G. GOSSELIN

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AutoCAD SHX Text 10276005

AutoCAD SHX Text P10276005

AutoCAD SHX Text A-105

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APPROVING OFFICER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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ENGINEERING UNIT

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3:12 SLOPE (V.I.F.)

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