CC-1282-581062_Final_Submission_Drawings.pdf
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MAIN
GATE
DESHON ST
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CSETATS DETI YME
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CA
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AUGTSAO
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C.G. MEMORIAL CHAPEL
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ROLAND HALL
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ATHLETIC FIELD
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ATHLETIC FIELD
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FARNSWORTH AVE
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MOHEGAN AVE
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CHASE HALL-D
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CHASE HALL
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PLAZA
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DESHON ST
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MOHEGAN AVE
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WAESCHE HALL
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DIMICK HALL
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SMITH HALL
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ONECO AVE
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HUNTER LIGGETT DR
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JOHNSON HALL
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TAMPA ST
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BEAR DR
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OFFICERS QUARTERS
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SENECA DR
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WASHINGTON PARADE GROUND
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HAMILTON HALL
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CHASE HALL-A
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CHASE HALL-B
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YEATON HALL
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SATTERLEE HALL
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CAMPBELL DR
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O-CLUB
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PARCEL 3
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THAMES SHIPYARD
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ACADEMY
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NEW ENGLAND CENTRAL RAILROAD
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MUNRO HALL
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RUNNING TRACK
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CREW ROWING CENTER
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SOCCER PRACTICE FIELD
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EAGLE DR
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HARRIET LANE
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MCALLISTER HALL
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CADET MEMORIAL FIELD
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LEAMY HALL
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MICHEL HALL
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BILLARD HALL
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MAINT. SHOP
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BASEBALL FIELD
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PICKERING RD
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SAIL LOFT
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BOILER HOUSE
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BIBB ST
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TENNIS COURTS
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PINE HALL
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THAMES RIVER
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MAIN PIER
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TENNIS COURT
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TENNIS COURT
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RIVERSIDE PARK
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TENNIS COURTS
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AMMO BUNKER
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SOFTBALL FIELD
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CIEPLIK HALL
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SOCCER FIELD
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CHILD DEVELOPMENT CENTER
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JACOB'S ROCK
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T-BOAT PIER
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ALUMNI
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CENTER
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NAMEAUG AVE.
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CHASE HALL-E
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MOHEGAN AVE - CT ROUTE 32
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WILLIAMS ST
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BRIGGS ST
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I-95 SOUTH
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I-95 NORTH
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RAILROAD
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WILLIAMS ST
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EXIT 83
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EXIT 84
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RIVERSIDE PARK
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PARKING LOT U
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PARKING LOT S
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PARKING LOT N
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PARKING LOT R
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PARKING LOT J
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JACOB'S ROCK CAUSEWAY
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SITE
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RESTROOMS
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COVERED MOORINGS
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ALBACORE SUPPORT
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CREW PIER & FLOATING DOCK
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CHILLER PLANT
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COLUMBARIUM
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ROBERT CROWN PARK
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CONSTRUCTION AREA
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SEAMANSHIP CENTER
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MASS.
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BLOCK
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PROVIDENCE
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ISLAND
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HUDSON RIVER
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LONG ISLAND
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CONNECTICUT
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COAST GUARD
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ACADEMY
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HARTFORD
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LONG ISLAND SOUND
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NEW LONDON
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U.S. COAST GUARD ACADEMY
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NEW LONDON, CONNECTICUT
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AT
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%%UDETAIL SITE MAP
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PROJECT DESCRIPTION
AutoCAD SHX Text BASE BID: SELECTIVE DEMOLITION OF THE EXISTING GLASS AND ALUMINUM ENTRANCE VESTIBULE AND FIXED WINDOWS LOCATED ON THE NORTH SIDE OF THE SEAMANSHIP CENTER, LOCATED ON JACOBS ROCKS, AT THE US COAST GUARD ACADEMY. PLUS, THE INSTALLATION OF A NEW VESTIBULE AND NEW WINDOWS AND ALTERATIONS TO SUPPORT THE INSTALLATION OF THESE ITEMS. WORK WILL INCLUDE THE PROVISION OF NEW CONCRETE FOUNDATION, NEW STRUCTURAL STEEL, NEW ENTRANCE DOORS AND ALUMINUM/GLASS WALL SYSTEM AND ASSOCIATED ROOF AND ROOFING. THE WORK WILL REQUIRE THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS AND STRUCTURAL SYSTEMS. THE WORK REQUIRES MODIFICATION OF EXISTING WEATHER BARRIER SYSTEMS BOTH PLASTIC AND METAL WHICH WILL REQUIRE SPECIALIZED KNOWLEDGE TO APPROPRIATELY DISMANTLE THE EXISTING CONSTRUCTION IN A MANNER THAT WILL PERMIT INSTALLATION OF NEW WORK AND FOR THE POSSIBLE REUSE OF THOSE MATERIALS. AND OTHER WORK INDICATED IN THE CONTRACT DOCUMENTS.
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BUILDING CODE INFORMATION
AutoCAD SHX Text INTERNATIONAL BUILDING CODE (IBC-ICC) - 2015 INTERNATIONAL MECHANICAL CODE (IMC-ICC) - 2015 INTERNATIONAL PLUMBING CODE (IPC-ICC) - 2015 LIFE SAFETY CODE (NFPA 101) - 2015 NATIONAL ELECTRICAL CODE (NFPA 70) - 2014 ACCESSIBILITY STANDARD (ICC/ANSI A117.1-2009 & ADA REGULATIONS 2010)
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DRAWING LIST
AutoCAD SHX Text DRAWING NO. DRAWING TITLE SHEET SEQUENCE DRAWING TITLE SHEET SEQUENCEDRAWING TITLE SHEET SEQUENCE SHEET SEQUENCESHEET SEQUENCE
AutoCAD SHX Text T-001 COVER SHEET 1 OF 13 COVER SHEET 1 OF 13 1 OF 13 T-002 CONTRACTOR AND PROJECT GENERAL NOTES 2 OF 13 CONTRACTOR AND PROJECT GENERAL NOTES 2 OF 13 2 OF 13 ARCHITECTURAL A-001 DEMO. & ARCHITECTURAL GENERAL NOTES 3 OF 13 DEMO. & ARCHITECTURAL GENERAL NOTES 3 OF 13 3 OF 13 AD-100 1ST, 2ND, AND 3RD FLOOR DEMOLITION PLANS 4 OF 13 1ST, 2ND, AND 3RD FLOOR DEMOLITION PLANS 4 OF 13 4 OF 13 A-100 1ST, 2ND, AND 3RD FLOOR PLANS 5 OF 13 1ST, 2ND, AND 3RD FLOOR PLANS 5 OF 13 5 OF 13 A-150 REFLECTED CEILING PLAN 6 OF 13 REFLECTED CEILING PLAN 6 OF 13 6 OF 13 A-200 ELEVATIONS 7 OF 13 ELEVATIONS 7 OF 13 7 OF 13 A-400 WALL SECTIONS 8 OF 13 WALL SECTIONS 8 OF 13 8 OF 13 A-450 DETAIL SECTIONS 9 OF 13 DETAIL SECTIONS 9 OF 13 9 OF 13 A-451 DETAIL SECTIONS 10 OF 13 DETAIL SECTIONS 10 OF 13 10 OF 13 A-700 DOOR SCHEDULE AND NOTES 11 OF 13 DOOR SCHEDULE AND NOTES 11 OF 13 11 OF 13 A-750 WINDOW SCHEDULE AND NOTES 12 OF 13 WINDOW SCHEDULE AND NOTES 12 OF 13 12 OF 13 STRUCTURAL S-100 SECOND FLOOR VESTIBULE AND ROOF FRAMING PLANS 13 OF 13 SECOND FLOOR VESTIBULE AND ROOF FRAMING PLANS 13 OF 13 13 OF 13
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NORTH FACADE SEAMANSHIP CENTER
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REPLACE GLASS ENTRY SYSTEMS & WINDOWS
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CT
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CC-1282
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U. S. COAST GUARD
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U.S. COAST GUARD ACADEMY
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FINAL SUBMISSION
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AutoCAD SHX Text 12/12/16
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10% SUBMISSION
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CC-1282-581062-1-13-T
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AS NOTED
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REPLACE GLASS ENTRY SYSTEMS & WINDOWS
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COVER SHEET
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J. W. FANT, CDR
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NEW LONDON, CT 06320
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MN
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NEW LONDON
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GENERAL
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35% SUBMISSION
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100% SUBMISSION
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U.S. COAST GUARD ACADEMY
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15 MOHEGAN AVE.
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ACADEMY
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GP
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CHIEF, CONST. & ENGINEERING
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REVIEWED BY:
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PROJECT ENG.
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CHIEF OF BRANCH
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PROJECT NUMBER
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DISCIPLINE/SHT NO
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SHEET OF
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DATE
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APPROVED BY:
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CHECKED BY:
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EDITED BY:
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DRAWN BY:
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DESIGNED BY:
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A/E PROJECT NO:
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SHEET TITLE
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MARK
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DESCRIPTION
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DATE
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ISSUE
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CONSULTING ENGINEERS
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730 BOULEVARD KENILWORTH, NJ 07033
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CONSULTING ENGINEERS COLLABORATIVE, INC.
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PHONE: 908-298-1600
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RAJNIKANT DOSHI
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CT. P.E. # 18430
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,INC.
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FAX: 908-298-0702
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FRENCH & PARRELLO 1800 ROUTE 34, SUITE 101 WALL, NJ 07719 TEL: 732-312-9800
PROJECT GENERAL NOTES
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CONTRACTOR GENERAL NOTES
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1. DRAWINGS ARE TO DEPICT GRAPHICALLY THE GENERAL NATURE OF DRAWINGS ARE TO DEPICT GRAPHICALLY THE GENERAL NATURE OF THE WORK AND SHOW THE GENERAL EXTENT OF THE PROJECT, AND DO NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS, NOR DO THEY SHOW ALL OF THE CONDITIONS WHICH MAY BE ENCOUNTERED TO PROPERLY EXECUTE THE WORK. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL WORK ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS OF CONSTRUCTION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR IN EXECUTING THE NEW WORK. ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATION OF SUCH EXISTING CONDITIONS. THIS INTERPRETATION HAS BEEN TAKEN FROM DRAWINGS SUPPLIED BY THE GOVERNMENT AND HAS BEEN FURTHER SUPPLEMENTED WITH FIELD MEASUREMENTS AND OBSERVATIONS. THE INFORMATION CONTAINED IN THESE DRAWINGS, WITH REGARD TO THE EXISTING CONDITIONS OF CONSTRUCTION IN NO RELEASES THE CONTRACTOR FROM THE RESPONSIBILITY FOR VERIFYING COMPLETELY ALL FIELD CONDITIONS RELATING TO THE EXECUTION OF THE WORK, AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR IS TO FIELD VERIFY AND DOCUMENT ALL EXISTING DIMENSIONS, ELEVATIONS AND BENCHMARKS, MATERIALS AND METHODS OF CONSTRUCTION THAT MAY AFFECT OR BE AFFECTED BY NEW WORK, AND TO COORDINATE SUCH FIELD VERIFICATION WITH THE CONTRACT DOCUMENTS AND THE EXECUTION OF THE WORK. NOTE ANY DISCREPANCIES AND/OR CONFLICTS INVOLVING EXISTING CONDITIONS AND BRING THEM TO THE COR'S ATTENTION IMMEDIATELY. 3. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND THE RULES AND REGULATIONS OF ALL AGENCIES, DEPARTMENTS, COMMISSIONS AND OTHER REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF WORK AND OCCUPANCY. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY EXISTING COMPONENTS AND ASSEMBLIES WITHIN THE BUILDING THAT ARE CONSTRUCTED AS FIRE-RATED ASSEMBLIES. NOTE ANY DISCREPANCIES AND/OR CONFLICTS INVOLVING EXISTING CONDITIONS AND BRING THEM TO THE COR'S ATTENTION IMMEDIATELY. 5. FIELD-VERIFICATION OF EXISTING CONDITIONS RELATED TO SPECIFIC FIELD-VERIFICATION OF EXISTING CONDITIONS RELATED TO SPECIFIC PORTIONS OF THE WORK SHALL BE UNDERTAKEN IN ADVANCE TO ALLOW FOR THE TIMELY IDENTIFICATION OF EXISTING CONDITIONS THAT MAY AFFECT THE SCHEDULED INSTALLATION OF NEW WORK AS DESIGNED AND DETAILED, AND TO AVOID UNDUE AND UNREASONABLE DELAYS TO THE PROJECT SHOULD SUCH CONDITIONS BE DISCOVERED. TIMELY IDENTIFICATION OF SUCH CONDITIONS SHALL PROVIDE FOR A MINIMUM PERIOD OF TEN (10) WORKING DAYS DURING WHICH TIME THE COR WILL EVALUATE THE CONDITIONS AND MAKE RECOMMENDATIONS FOR ACCOMMODATING NEW WORK. 6. DO NOT SCALE DRAWINGS. DIMENSIONS IN LARGE SCALE PLANS, DO NOT SCALE DRAWINGS. DIMENSIONS IN LARGE SCALE PLANS, ELEVATIONS, AND DETAILS SHALL TAKE PRECEDENCE OVER SMALL SCALE DETAILS. 7. ALL DIMENSIONS RELATED TO EXISTING ELEMENTS SHALL BE ALL DIMENSIONS RELATED TO EXISTING ELEMENTS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE COR BEFORE CONTINUING WITH CONSTRUCTION. 8. THE CONTRACTOR SHALL NOT RELY ON GOVERNMENT INSPECTION THE CONTRACTOR SHALL NOT RELY ON GOVERNMENT INSPECTION TO DISCOVER DEFECTS AND DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL DETERMINE AND VERIFY THAT THE WORK IS BEING PERFORMED IN COMPLACENCE WITH THE CONTRACT DOCUMENTS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY POINTS OF ACCESS TO THE BUILDING AND TO VERIFY MINIMUM CLEARANCES AVAILABLE FOR USE IN TRANSPORTING NECESSARY CONSTRUCTION MACHINERY, EQUIPMENT, MATERIALS, AND COMPONENTS INTO THE BUILDING. USE OF SUCH POINTS OF ACCESS SHALL BE SUBJECT TO APPROVAL BY THE COR. 10. THE CONTRACTOR SHALL COMPLY WITH THE COR PROCEDURES THE CONTRACTOR SHALL COMPLY WITH THE COR PROCEDURES /REQUIREMENTS FOR RUBBISH REMOVAL, PROTECTION OF EXISTING CONSTRUCTION, AND ANY OTHER WORK WHICH WILL AFFECT OTHER TENANTS OR OTHER PARTS OF THE BUILDING. 11. THE CONTRACTOR SHALL COMPLY WITH THE RULES OF THE THE CONTRACTOR SHALL COMPLY WITH THE RULES OF THE STATION AS TO THE REQUIREMENTS FOR HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS TO AVOID CONFLICT AND INTERFERENCE WITH THE STATION OPERATIONS. DEMOLITION MUST BE PERFORMED DURING HOURS SPECIFIED BY THE COR. THE REMOVAL OF MATERIALS, EQUIPMENT, AND DEBRIS MUST BE ARRANGED TO AVOID INCONVENIENCE AND ANNOYANCE TO OCCUPANTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ALL DAMAGED AREAS CAUSED AS A RESULT OF WORK PERFORMED IN CONNECTION WITH THIS CONTRACT. 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY "PATHS OF EGRESS" THE CONTRACTOR SHALL PROVIDE TEMPORARY "PATHS OF EGRESS" THROUGH THE AREAS OF THE WORK, SUCH PATHS SHALL BE PROVIDED BY THE CONTRACTOR WITH ADEQUATE ARTIFICIAL LIGHT, DIRECTION SIGNS, CLEARANCES, FIRE PROTECTION, ETC., AND SHALL BE CONSTRUCTED AND MAINTAINED SAFE FROM FIRE, SMOKE, AND OTHER PHYSICAL DANGERS. 14. CONTRACTOR SHALL MAINTAIN AND KEEP CLEAR ALL MEANS OF CONTRACTOR SHALL MAINTAIN AND KEEP CLEAR ALL MEANS OF EGRESS FOR DURATION OF CONSTRUCTION. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, LIGHTS, AND OTHER WARNING DEVICES AT ALL DITCHES, OPEN EXCAVATION, AND OTHER AREAS OF POTENTIAL DANGER TO PERSONNEL OR PUBLIC. ALL ITEMS SHALL COMPLY WITH ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES. 16. THE CONTRACTOR SHALL PROVIDE WASTE CONTAINERS ON THE SITE THE CONTRACTOR SHALL PROVIDE WASTE CONTAINERS ON THE SITE WITHIN THE CONSTRUCTION AREA. IN MUNICIPALITIES WHERE RECYCLING IS REQUIRED BY ORDINANCE, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE NUMBER OF CONTAINERS TO ALLOW SEPARATION OF MATERIAL. AT THE END OF EACH WORKING DAY, ALL DEBRIS RESULTING FROM THE DAY'S WORK SHALL BE DEBRIS RESULTING FROM THE DAY'S WORK SHALL BE TRANSPORTED TO AND PLACED IN THE APPROPRIATE WASTE CONTAINERS. COORDINATE ALL REMOVALS WITH COR AND STATION EPO TO AVOID SCHEDULING CONFLICTS. 17. THE CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT EACH THE CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT EACH WASTE CONTAINER AS REQUIRED BY LOCAL AUTHORITIES. 18. THE PROTECTION OF THE PROPERTY UNDER THE CONTRACTOR'S THE PROTECTION OF THE PROPERTY UNDER THE CONTRACTOR'S CONTROL AT ALL TIMES IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM VANDALISM, THEFT AND OTHER DAMAGE, AND SHALL PROTECT THE GOVERNMENT'S PROPERTY AND ADJACENT PROPERTY FROM DAMAGE. ANY LOSS SHALL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT. 19. THE CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT EACH THE CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT EACH WASTE CONTAINER AS REQUIRED BY LOCAL AUTHORITIES. 20. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO ANY COAST GUARD OCCUPIED AREAS ADJACENT TO THE CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED AND IS RESPONSIBLE FOR DAMAGE CAUSED BY CONTRACTOR OR ADVERSE WEATHER CONDITIONS, INCLUDING RAIN AND WIND. 21. THE CONTRACTOR SHALL INSTALL AND ACTIVATE FIRE LINES AND THE CONTRACTOR SHALL INSTALL AND ACTIVATE FIRE LINES AND PERMANENT, OR TEMPORARY, FIRE HOSE CABINETS AND PROVIDE ADEQUATE FIRE EXTINGUISHERS THROUGHOUT THE LIMIT OF WORK PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL MAINTAIN SUCH EQUIPMENT IN WORKING ORDER THROUGHOUT CONSTRUCTION. THE TYPE, QUANTITY AND LOCATION OF THIS EQUIPMENT SHALL BE REASONABLY ADEQUATE TO SUIT THE CONDITIONS AND COMPLY WITH ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES. 22. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. 23. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN IN A SAFE THE CONTRACTOR SHALL PROVIDE AND MAINTAIN IN A SAFE CONDITION ALL THOSE ITEMS REQUIRED FOR SUPPORTING OR CONTAINING ALL PERSONS INVOLVED IN THE WORK, OR INCIDENTAL TO ITS EXECUTION, INCLUDING INSPECTORS, SUPERVISORS, COR, ARCHITECTS' REPRESENTATIVES, FIELD TESTING PERSONNEL, ETC. SUCH ITEMS SHALL INCLUDE LADDERS, CATWALKS, SAFETY RAILINGS, CAGES, SUSPENSION SCAFFOLDS, ETC. ALL ITEMS AND THEIR PROPER USE AND IMPLEMENTATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES. 24. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 25. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 26. UN-INSTALLING, MOVING, AND RE-INSTALLING ALL NEW AND UN-INSTALLING, MOVING, AND RE-INSTALLING ALL NEW AND EXISTING EQUIPMENT OF THE GOVERNMENT SHALL BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RIGGING REQUIRED FOR MOVING/ DELIVERING/INSTALLING STATION'S EQUIPMENT AND SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION OF THIS WORK. 27. THE CONTRACTOR SHALL PROVIDE CHASES TO CONCEAL THE CONTRACTOR SHALL PROVIDE CHASES TO CONCEAL MECHANICAL, PLUMBING, AND ELECTRICAL WORK. PIPING LOCATED INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS, AND MECHANICAL ROOMS. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE COR PRIOR TO LOCATING AND/OR PROVIDING FURRED SPACES” NOT INDICATED ON THE DRAWINGS. NOT INDICATED ON THE DRAWINGS. 28. CONTRACTOR SHALL MAINTAIN COMPLETE AND UP TO DATE CONTRACTOR SHALL MAINTAIN COMPLETE AND UP TO DATE DRAWINGS INCLUDING ALL ADDENDA AND PERMITS ON SITE AT ALL TIMES. 29. THE CONTRACTOR SHALL TURN THE WORK OVER IN CLEAN THE CONTRACTOR SHALL TURN THE WORK OVER IN CLEAN CONDITION INSIDE AND OUTSIDE. CLEANUP SHALL INCLUDE REMOVAL OF SMUDGES, MARKS, STAINS, FINGERPRINTS, SOIL, DIRT, PAINT, DUST, LINT, LABELS, DISCOLORATIONS AND OTHER FOREIGN MATERIALS. THE CONTRACTOR SHALL CLEAN ALL FINISHED SURFACES INSIDE AND OUTSIDE OF BUILDINGS, SUCH AS, BUT NOT LIMITED TO, FLOORS, WALLS, CEILINGS, WINDOW GLASS, DOORS, FIXTURES, HARDWARE AND EQUIPMENT; SHALL CLEAN ALL WORK ON THE SITE SUCH AS, BUT NOT LIMITED TO, WALKS, DRIVES, CURBS, PAVING, FENCES, GROUNDS, AND WALLS; SHALL REMOVE ALL TEMPORARY FACILITIES AND JOB SIGN, INCLUDING SURFACE MATERIALS FOR TEMPORARY ROADS AND WALKWAYS; SHALL REPAIR ALL AREAS DAMAGED DURING THE WORK. IT SHALL BE UNDERSTOOD BY THE CONTRACTOR THAT THE QUALITY OF CLEANING AND POLISHING REQUIRED FOR ACCEPTANCE OF EACH AREA SHALL BE IN ACCORD WITH THE INTENDED USE OF EACH AREA AND MAY BE IN EXCESS OF THE NORMAL PRACTICES OF THE CONSTRUCTION INDUSTRY. 30. THE CONTRACTOR SHALL CLEAN, MONITOR AND MAINTAIN EXISTING THE CONTRACTOR SHALL CLEAN, MONITOR AND MAINTAIN EXISTING BUILDING UTILITIES IN OPERATION DURING THE PERFORMANCE OF THE WORK. ANY UTILITY SHUTOFFS REQUIRED BY CONTRACTORS FOR THE COMPLETION OF THEIR WORK SUCH AS ELECTRICAL, GAS, WATER, SEWER, STEAM, SPRINKLER, ETC., MUST BE INDICATED ON THE PROJECT SCHEDULE, REVIEWED AT THE PROJECT MEETING AND COORDINATED WITH THE COR PRIOR TO COMMENCEMENT OF THE WORK. PROVIDE ALL TEMP HEAT AS REQ'D TO PERFORM WORK AND AVOID DAMAGE TO PLUMBING. 31. CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING IN A CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION. 32. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THEIR WORK THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THEIR WORK WITH THAT OF ALL OTHER TRADES, INCLUDING, BUT NOT LIMITED TO, ELECTRICAL, HVAC PIPING, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE COR, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 33. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR THE PROPER STORAGE OF BUILDING MATERIALS ON THE SITE TO AVOID OVERLOADING THE FLOOR OR IMPEDING WITH COMPLETION OF THE WORK. MATERIALS ARE TO BE PROPERLY DISPERSED OVER BEAMS BETWEEN COLUMNS. 34. WHERE NEW WORK CONNECTS WITH EXISTING, THE CONTRACTOR WHERE NEW WORK CONNECTS WITH EXISTING, THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING, FITTING, AND PATCHING. CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR AND MATERIALS TO EXECUTE WORK. 35. WHERE PIPES ARE TO BE CONCEALED, THE HUNG OR FURRED WHERE PIPES ARE TO BE CONCEALED, THE HUNG OR FURRED CEILINGS ARE NOT TO BE BUILT UNTIL THOSE PIPES HAVE BEEN TESTED. 36. CONSTRUCTION OF INTERIOR PARTITIONS SHALL BE COORDINATED CONSTRUCTION OF INTERIOR PARTITIONS SHALL BE COORDINATED TO PERMIT THE INSTALLATION OF DUCTS, PIPES, ETC. PRIOR THE FINAL ERECTION OF THESE WALLS. 37. PROVIDE METAL CLIPS OR ANCHORS AS REQUIRED FOR THE PROVIDE METAL CLIPS OR ANCHORS AS REQUIRED FOR THE SUPPORT OF ALL FIREPROOFING/FIRE STOPPING. 38. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LINTELS, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LINTELS, STRUTS, BRACKETS, HANGERS, ETC. WHEREVER NECESSARY TO SUPPORT OR BRACE ALL FINISHES, EQUIPMENT RECESSES, HEADS OVER OPENINGS, FURNITURE, ETC. 39. ALL EXTERIOR CORNERS AT GYPSUM WALLBOARD CONSTRUCTION ALL EXTERIOR CORNERS AT GYPSUM WALLBOARD CONSTRUCTION SHALL HAVE METAL CORNER BEADS INSTALLED UNLESS OTHERWISE INDICATED. 40. EXCEPT AS OTHERWISE INDICATED, DOOR SADDLES OR DIVIDING EXCEPT AS OTHERWISE INDICATED, DOOR SADDLES OR DIVIDING STRIPS ARE REQUIRED AT INTERIOR DOOR OPENINGS WHERE DIFFERENT TYPES OF FLOOR FINISHES OCCUR IN IMMEDIATELY ADJOINING ROOMS. WHERE ADJOINING ROOMS OR SPACES HAVE THE SAME KIND OF FLOOR COVERING OF A DIFFERENT COLOR, EXTEND THE FLOOR COVERING THROUGH THE DOOR OPENING AND FINISH AT TRANSITION POINT POSITION ON LINE OF CENTER DOOR WHEN DOOR IS CLOSED. 41. ALL EQUIPMENT SECURED TO INTERIOR GYPSUM WALL BOARD ALL EQUIPMENT SECURED TO INTERIOR GYPSUM WALL BOARD PARTITIONS SHALL BE SCREWED DIRECTLY TO WOOD STUDS AND SOLID BLOCKING INSTALLED IN PARTITION. 42. ALL CUTTING AND PATCHING TO MATCH LINES OF EXISTING. ALL CUTTING AND PATCHING TO MATCH LINES OF EXISTING.
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1. COORDINATE ACCESS TO THE FACILITY AND THE PROJECT WORK COORDINATE ACCESS TO THE FACILITY AND THE PROJECT WORK AREAS WITH THE COR. LIMITED ON-SITE PARKING IS AVAILABLE. CARPOOL AND OTHERWISE PLAN ACCORDINGLY. SCHEDULE ALL DELIVERIES WITH THE COR. 2. PROVIDE DUMPSTERS/CARTING SERVICE AS REQUIRED FOR PROVIDE DUMPSTERS/CARTING SERVICE AS REQUIRED FOR CONTRACT RUBBISH REMOVAL. REMOVE ALL ITEMS MADE SPARE OR GENERATED AS RUBBISH FROM THE SITE AND DISPOSE OF LEGALLY. COORDINATE DUMPSTER LOCATION WITH THE COR. 3. BE SOLELY RESPONSIBLE FOR THE SAFETY OF YOUR AND ANY BE SOLELY RESPONSIBLE FOR THE SAFETY OF YOUR AND ANY SUB-CONTRACTOR'S CREW AND FOR PREVENTING ANY CONDITION WHICH MAY ADVERSELY AFFECT THE FACILITY OR ITS OCCUPANTS. TAKE ALL PRECAUTIONS NECESSARY TO PREVENT INJURY OR DAMAGE TO ANY PERSON OR PROPERTY. 4. AREAS WITHIN THE FACILITY, AS APPROVED BY THE COR, MAY BE AREAS WITHIN THE FACILITY, AS APPROVED BY THE COR, MAY BE USED FOR YOUR PLACEMENT OF A FIELD OFFICE AND TEMPORARY STORAGE TRAILER. MOBILITY, ACCESS AND EMERGENCY EGRESS ROUTES FROM THE SITE MUST NOT BE AFFECTED. THE SECURITY OF ANY SUCH AREA IS THE CONTRACTOR'S RESPONSIBILITY, NOT THE GOVERNMENT'S. 5. MAKE ALL EFFORTS TO LIMIT ANY DAMAGE TO EXISTING MAKE ALL EFFORTS TO LIMIT ANY DAMAGE TO EXISTING SURFACES OR SERVICES DURING THE COURSE OF THIS PROJECT. REPLACE ANY ITEM OR SERVICE AFFECTED BY THE WORK TO MATCH THE EXISTING ADJACENT SURFACES OR INTEGRATE INTO THE EXISTING SYSTEMS IN A TIMELY MANNER. 6. DO NOT ENTER OCCUPIED PRIVATE ROOMS/AREAS (OFFICES, DO NOT ENTER OCCUPIED PRIVATE ROOMS/AREAS (OFFICES, BERTHING ROOMS, ETC.) WITHOUT A GOVERNMENT ESCORT. 7. SMOKING IS FORBIDDEN ON-SITE EXCEPT AT AREAS TO BE SMOKING IS FORBIDDEN ON-SITE EXCEPT AT AREAS TO BE DESIGNATED BY THE COR. 8. SEQUENCE OF WORK: SEE SPECIFICATIONS. SEQUENCE OF WORK: SEE SPECIFICATIONS. 9. PROGRESS AND COORDINATE THE WORK SO THAT ELECTRIC, PROGRESS AND COORDINATE THE WORK SO THAT ELECTRIC, DOMESTIC WATER AND OTHER UTILITY SERVICE INTERRUPTIONS TO BUILDING AREAS OUTSIDE THE WORK AREA ARE LIMITED TO NO MORE THAN 4 CONSECUTIVE HOURS THROUGHOUT THE WORK. 10. PATCH ALL WALL, FLOOR AND CEILING DAMAGE AND ABANDONED PATCH ALL WALL, FLOOR AND CEILING DAMAGE AND ABANDONED OPENINGS RESULTING FROM REMOVALS AND MODIFICATIONS BY ALL TRADES (SEE ALL OTHER DRAWINGS) AS REQUIRED FOR A COMPLETE AND NEW APPEARANCE. 11. PROVIDE WALL, FLOOR AND CEILING OPENINGS AT ALL LOCATIONS PROVIDE WALL, FLOOR AND CEILING OPENINGS AT ALL LOCATIONS AS REQUIRED BY ALL TRADES THROUGHOUT.
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JACOBS ROCK CAUSEWAY
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EAGLE DRIVE
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EXISTING FINGER PIER
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EXISTING FINGER PIER
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JACOB'S ROCK
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SEAMANSHIP CENTER
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AREA OF WORK (NEW GLASS VESTIBULE)
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THAMES RIVER
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SITE PLAN
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CT
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CC-1282
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U. S. COAST GUARD
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U.S. COAST GUARD ACADEMY
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FINAL SUBMISSION
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10% SUBMISSION
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AS NOTED
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REPLACE GLASS ENTRY SYSTEMS & WINDOWS
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CONTRACTOR & PROJECT GENERAL NOTES
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J. W. FANT, CDR
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NEW LONDON, CT 06320
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MN
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GENERAL
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U.S. COAST GUARD ACADEMY
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15 MOHEGAN AVE.
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ACADEMY
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GP
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DRAWING NUMBER
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CHIEF, CONST. & ENGINEERING
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REVIEWED BY:
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PROJECT ENG.
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CHIEF OF BRANCH
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PROJECT NUMBER
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SHEET OF
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DATE
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APPROVED BY:
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CHECKED BY:
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EDITED BY:
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DESIGNED BY:
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A/E PROJECT NO:
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DATE
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CONSULTING ENGINEERS
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730 BOULEVARD KENILWORTH, NJ 07033
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CONSULTING ENGINEERS COLLABORATIVE, INC.
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PHONE: 908-298-1600
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RAJNIKANT DOSHI
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CT. P.E. # 18430
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,INC.
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FAX: 908-298-0702
1. PROJECT SPECIFICATION, DRAWINGS DESCRIBE THE EXTENT OF THE PROJECT SPECIFICATION, DRAWINGS DESCRIBE THE EXTENT OF THE WORK. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. ANY WORK EXHIBITED IN EITHER OF THEM WHETHER IN THE OTHER OR NOT, IS TO BE EXECUTED AS PART OF THE WORK. WHERE ITEMS OF MATERIAL, EQUIPMENT AND LABOR ARE REFERRED TO IN THE SINGULAR, SUCH ITEM OR ITEMS SHALL BE PROVIDED IN THE NUMBER NECESSARY FOR THE PROPER COMPLETION OF THE WORK. THE DRAWINGS ARE A GRAPHIC REPRESENTATION OF THE SCOPE, LOCATION AND ARRANGEMENT OF MATERIALS AND EQUIPMENT SHOWING THE EXECUTION OF THE WORK. THE INTENT OF THE SPECIFICATIONS IS TO INDICATE THE TYPES AND QUALITIES OF MATERIALS AND WORKMANSHIP. SHOULD THE SPECIFICATIONS AND DRAWINGS DISAGREE IN THEMSELVES, OR WITH EACH OTHER, WRITTEN CLARIFICATIONS SHOULD BE REQUESTED BY THE CONTRACTOR TO THE CONSTRUCTION OFFICER. 2. WHERE DISCREPANCIES OCCUR AND/OR WHERE THERE ARE WHERE DISCREPANCIES OCCUR AND/OR WHERE THERE ARE CONFLICTS OR OMISSIONS IN THE DRAWINGS AND APPLICATIONS, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND REFRAIN FROM STARTING AND COMPLETING SUCH WORK, OR DEPENDENT WORK, UNTIL TOLD BY THE CONSTRUCTION OFFICER TO PROCEED. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED TO COMPLETE THE WORK. ALL THE WORK SHALL BE INSTALLED WITH QUALITY WORKMANSHIP IN ACCORDANCE WITH INDUSTRY STANDARDS AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE MORE STRINGENT SHALL APPLY. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT TO THE ARCHITECT ANY CONDITION OR DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS REQUIRING MODIFICATIONS BEFORE PROCEEDING WITH THE WORK. 5. CROSS-REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY CROSS-REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF ANY DRAWING OR DETAIL. 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE APPLICABLE CODE AND ALL APPLICABLE COUNTY, MUNICIPAL, STATE, FEDERAL LAWS AND REGULATIONS, AS WELL AS THOSE OF ANY REGULATORY AUTHORITY HAVING JURISDICTION. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY CODES; ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE COR AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 7. ALL MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM ALL MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 8. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL GENERAL REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS, AND LEGENDS. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. 9. NOTES APPEAR ON VARIOUS SHEETS FOR VARIOUS SYSTEMS AND NOTES APPEAR ON VARIOUS SHEETS FOR VARIOUS SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED SYSTEMS AND MATERIALS DEPICTED ON OTHER DRAWINGS. SPECIFICALLY EACH TRADE SHALL REVIEW AND COORDINATE WITH THE DOCUMENTS OF OTHER TRADES, IF WORK CAN BE REASONABLY INFERRED FROM OTHER TRADES DRAWINGS IT SHALL BE DEEMED INCLUDED. 10. THE TERM "FINISHED FLOOR' WHERE INDICATED ON THE DRAWINGS THE TERM "FINISHED FLOOR' WHERE INDICATED ON THE DRAWINGS REFERS TO THE NORMAL FINISHED FLOOR LEVEL OF THAT FLOOR. 11. UNLESS OTHERWISE INDICATED, HEIGHTS NOTED IN SCHEDULES UNLESS OTHERWISE INDICATED, HEIGHTS NOTED IN SCHEDULES ARE HEIGHTS ABOVE FINISHED FLOOR. 12. EXCEPT WHERE OTHERWISE INDICATED ALL INTERIOR DIMENSIONS EXCEPT WHERE OTHERWISE INDICATED ALL INTERIOR DIMENSIONS ARE TO THE FINISHED SURFACE. 13. EXCEPT WHERE OTHERWISE INDICATED, ALL WALLS AND PARTITIONS EXCEPT WHERE OTHERWISE INDICATED, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THEIR "NOMINAL" SIZES. 14. FOR THE LOCATION OF ADDITIONAL CLEAN-OUT DOORS AND FOR THE LOCATION OF ADDITIONAL CLEAN-OUT DOORS AND ACCESS DOORS IN PARTITIONS AND HUNG CEILINGS NOT SHOWN ON THE PLANS, REFER TO THE MECHANICAL AND PLUMBING PLANS AND PROVIDE ACCESS DOORS AT LOCATIONS REQUIRING ACCESS TO MECHANICAL EQUIPMENT, VALVES, ETC. COR SHALL BE CONSULTED FOR FINAL LOCATIONS AND ACCESS DOOR SIZES. FIRE RATED ASSEMBLIES SHALL BE MAINTAINED.
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ABBREVIATIONS
AutoCAD SHX Text CONCRETE BRICK OR FACE BLOCK LIMESTONE / GRANITE C.M.U. GROUND FACE BLOCK STEEL ALUMINIUM PLYWOOD WOOD, ROUGH XPS RIGID INSULATION MARBLE SHIM GLASS CERAMIC TILE ACOUSTIC TILE CARPET EARTH GRAVEL / POROUS FILL BATTENED INSULATION ROOF INSULATION WOOD, FINISHED GYPSUM BOARD
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INDICATES NOM. SIZE OF DIMENSIONAL LUMBER
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AutoCAD SHX Text COLUMN REFERENCE GRID WALL SECTION REFER TO DRAWING NUMBER BUILDING SECTION REFER TO DRAWING NUMBER ELEVATION REFER TO DRAWING NUMBER INTERIOR ELEVATION REFER TO DRAWING NUMBER ELEVATION/EQUIPMENT/ ACCESSORY TAG CONSTRUCTION KEY NOTE ELEVATION OR FLOOR LINE REVISION DOOR TAG PARTITION TYPE WINDOW TYPE EXISTING CONSTRUCTION TO REMAIN REMOVE EXISTING CONSTRUCTION PROVIDE NEW PARTITION CENTERLINE BREAK LINE HIDDEN LINE
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SYMBOLS
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AutoCAD SHX Text A.F.F. ABOVE FINISH FLOOR ABOVE FINISH FLOOR A.P. ACCESS PANEL ACCESS PANEL ALUM. ALUMINUM ALUMINUM APPROX. APPROXIMATE APPROXIMATE @ AT AT BATT BATTENED BATTENED BIT. BITUMINOUS BITUMINOUS BD. BOARD BOARD BOT. BOTTOM BOTTOM BLDG. BUILDING BUILDING CPT. CARPET CARPET C.T. CENTER LINE CENTER LINE C.C. CENTER TO CENTER CENTER TO CENTER C.T. CERAMIC TILE CERAMIC TILE C.W. CLEAR WIDTH CLEAR WIDTH CLOS./CL. CLOSET CLOSET C.F.M.F. COLD FORMED METAL COLD FORMED METAL FRAMING COL. COLUMN COLUMN CONC. CONCRETE CONCRETE CONST. CONSTRUCTION CONSTRUCTION CONT. CONTINUOUS CONTINUOUS C.J. CONTROL JOINT CONTROL JOINT C.G. CORNER GUARD CORNER GUARD CU. CUBIC CUBIC DIAM. DIAMETER DIAMETER DIM. DIMENSION DIMENSION DBL. DOUBLE DOUBLE D.A. DOUBLE HUNG DOUBLE HUNG DN. DOWN DOWN DWG. DRAWING DRAWING D.P. DUST PROOFING DUST PROOFING ELEC. ELECTRIC ELECTRIC ELEC.CAB.ELECTRIC CABINET EL. ELEVATION ELEVATION ELEV. ELEVATOR ELEVATOR E.W.R. ELECTRIC WATER ELECTRIC WATER COOLER EXH. EXHAUST EXHAUST EXIST. EXISTING EXISTING E.A. EXPANSION JOINT EXPANSION JOINT EXP. EXPOSED EXPOSED EXT. EXTERIOR EXTERIOR FAB. FABRICATE FABRICATE F.D. FLOOR DRAIN FLOOR DRAIN F.E. FIRE EXTINGUISHER FIRE EXTINGUISHER FIN. FINISH FINISH FL. FLOOR FLOOR FLOUR. FLUORESCENT FLUORESCENT FT. FEET FEET FTG. FOOTING FOOTING GALV. GALVANIZED GALVANIZED GA. GAUGE GAUGE G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GL. GLASS GLASS GYP. GYPSUM GYPSUM GYP. BD. GYPSUM BOARD H.P. HAND RAIL HAND RAIL HDWR. HARDWARE HARDWARE HRDWD. HARDWOOD HARDWOOD HT. HEIGHT HEIGHT H.P. HIGH POINT HIGH POINT H.M. HOLLOW METAL HOLLOW METAL HORIZ. HORIZONTAL HORIZONTAL HR. HOUR HOUR I.L.O. IN LIEU OF IN LIEU OF I.D. INSIDE DIAMETER INSIDE DIAMETER INSUL. INSULATION INSULATION INT. INTERIOR INTERIOR JT. JOINT JOINT K.CL. KICK PLATE KICK PLATE KIT. KITCHEN KITCHEN LAM. LAMINATE LAMINATE LAV. LAVATORY LAVATORY LB. POUNDS POUNDS LT.WT. LIGHT WEIGHT LIGHT WEIGHT L.P. LOW POINT LOW POINT MACH. MACHINE MACHINE MAT'L. MATERIAL MATERIAL MH. MAXIMUM MAXIMUM MECH. MECHANICAL MECHANICAL MET. METAL METAL MIN. MINIMUM MINIMUM MISC. MISCELLANEOUS MISCELLANEOUS N. NORTH NORTH N.I.C. NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER NOM. NOMINAL NOMINAL N.T.S. NOT TO SCALE NOT TO SCALE OA. OVERALL OVERALL O.C. ON CENTER ON CENTER O.H. OVER HEAD OVER HEAD OP. OPENING OPENING OPP. OPPOSITE OPPOSITE PL.O. PLASTIC LAMINATE PLASTIC LAMINATE PL. PLATE PLATE PLYWD. PLYWOOD PLYWOOD POL. POLISHED POLISHED PT. PAINTED PAINTED P.V.C. POLYVINYL CHLORIDE POLYVINYL CHLORIDE P.S.I. POUNDS PER SQUARE POUNDS PER SQUARE INCH P.B. PUSH BUTTON PUSH BUTTON R. RADIUS RADIUS REINF. REINFORCING REINFORCING REQ'D. REQUIRED REQUIRED REV. REVISION REVISION R.D. ROOF DRAIN ROOF DRAIN RM. ROOM ROOM R.O. ROUGH OPENING ROUGH OPENING SCHD. SCHEDULE SCHEDULE SECT. SECTION SECTION SERV. SERVICE SERVICE S.S. SERVICE SINK SERVICE SINK SIM. SIMILAR SIMILAR S.D. SOAP DISPENSER SOAP DISPENSER SPEC. SPECIFICATION SPECIFICATION S.Q. SQUARE SQUARE S.FT. SQUARE FEET SQUARE FEET ST.STL. STAINLESS STEEL STAINLESS STEEL STD. STANDARD STANDARD STL. STEEL STEEL STRUCT. STRUCTURAL STRUCTURAL SUSP. SUSPENDED SUSPENDED T. TREAD TREAD TEL. TELEPHONE TELEPHONE TEMP. TEMPERED TEMPERED TH. THICKNESS THICKNESS T.O. TOP OF TOP OF TYP. TYPICAL TYPICAL U.L. UNDERWRITER'S UNDERWRITER'S LABORATORY UNF. UNFINISHED UNFINISHED UTIL. UTILITY UTILITY UTL.S. UTILITY SHELF UTILITY SHELF U.O.N. UNLESS OTHERWISE UNLESS OTHERWISE NOTED VERT. VERTICAL VERTICAL VEST. VESTIBULE VESTIBULE V.C.T. VINYL COMPOSITION VINYL COMPOSITION TILE V.B. VINYL BASE VINYL BASE VOL. VOLUME VOLUME W.A. WATER CLOSET WATER CLOSET W.P. WATERPROOF WATERPROOF WINDOW DIMENSION W.W. WIRE GLASS WIRE GLASS WD. WOOD WOOD XPS EXTRUDED EXTRUDED POLYSTYRENE
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AutoCAD SHX Text DRAWING SERIES 0 - GENERAL - GENERAL INFORMATION, EGRESS PLANS 1 - OVERALL PLANS - OVERALL PLANS 2 - EXTERIOR ELEVATIONS - EXTERIOR ELEVATIONS 3 - BUILDING SECTIONS - BUILDING SECTIONS 4 - WALL SECTIONS - WALL SECTIONS 5 - STAIR AND ELEVATOR - STAIR AND ELEVATOR 6 - PLAN DETAILS - PLAN DETAILS 7 - DOOR & WINDOW - DOOR & WINDOW SCHEDULES & DETAILS 8 - FINISHES - FINISHES 9 - INTERIOR ELEVATIONS - INTERIOR ELEVATIONS
AutoCAD SHX Text DRAWING DISCIPLINE C - CIVIL ENGINEERING - CIVIL ENGINEERING L - LANDSCAPING - LANDSCAPING A - ARCHITECTURAL - ARCHITECTURAL S - STRUCTURAL - STRUCTURAL M - MECHANICAL - MECHANICAL F - FIRE PROTECTION - FIRE PROTECTION P - PLUMBING - PLUMBING E - ELECTRICAL - ELECTRICAL
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SHEET NUMBERING LEGEND
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DEMOLITION GENERAL NOTES
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MATERIALS
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DRAWING SERIES NUMBER
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1. DEMOLITION IS INTENDED TO PREPARE THE BUILDING TO RECEIVE DEMOLITION IS INTENDED TO PREPARE THE BUILDING TO RECEIVE THE NEW WORK. THE INFORMATION PROVIDED IN NO WAY INTENDS TO MEAN THAT DEMOLITION IS LIMITED ONLY TO THOSE ITEMS SPECIFICALLY IDENTIFIED. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EXECUTE DEMOLITION WORK AS REQUIRED TO ALLOW THE EXECUTION OF NEW WORK. REMOVE ALL EXISTING ITEMS OF CONSTRUCTION AND EQUIPMENT WITHIN THE PROJECT AREA, INDICATED ON DEMOLITION PLAN, WHETHER SHOWN OR NOT, INCLUDING, BUT NOT LIMITED TO FLOOR MATERIAL, BASE, WALLS, CEILINGS, DOORS, DOOR FRAMES, CASEWORK, ELECTRICAL, MECHANICAL, PLUMBING FIXTURES AND SYSTEM, AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. ANY EXISTING WORK TO REMAIN, IF DAMAGED BY ANY TRADE OR NEW CONSTRUCTION, SHALL BE PATCHED, REPAIRED OR REPLACED TO MATCH EXISTING. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING DEMOLITION AND ALTERATION PROCEDURES ALSO COMPLY WITH APPLICABLE CODES AND REGULATIONS. 2. UNLESS OTHERWISE NOTED, ALL DEMOLISHED ITEMS ARE TO BE UNLESS OTHERWISE NOTED, ALL DEMOLISHED ITEMS ARE TO BE REMOVED IN THEIR ENTIRETY INCLUDING ALL ASSOCIATED PIPING, WIRING, HANGERS, SUPPORTS, PROJECTIONS, BOLTS, NAILS, ETC. FROM EXISTING SURFACES. PATCH ALL HOLES TO MATCH ADJACENT SURFACES OR PROVIDE NEW FINISHES PER FINISH PLAN. 3. ALL STRUCTURAL INTERFERENCE OR STRUCTURAL WALLS, BEAMS, ALL STRUCTURAL INTERFERENCE OR STRUCTURAL WALLS, BEAMS, JOIST, COLUMNS, ETC. SHALL BE BROUGHT TO THE ATTENTION OF COR FOR DECISION. NO FLOOR OR STRUCTURAL MEMBERS SHALL BE CUT WITHOUT PERMISSION OF A REGISTERED STRUCTURAL ENGINEER. ALL PROPOSED SLEEVE /CORING SHALL BE REVIEWED BY COR. ALL WALL, FLOOR, AND CEILING PENETRATIONS RESULTANT FROM REMOVALS ARE TO BE PATCHED TO MATCH ADJACENT FINISHES. THE CONTRACTOR IS TO MAINTAIN FIRE RATINGS OF WALL AND FLOOR/CEILING ASSEMBLIES AS REQUIRED BY CODE. 4. UNLESS OTHERWISE NOTED, WHERE NEW FLOOR FINISHES ARE UNLESS OTHERWISE NOTED, WHERE NEW FLOOR FINISHES ARE INDICATED, REMOVE COMPLETELY ALL EXISTING FLOOR FINISHES AND ADHESIVE DOWN TO THE CONCRETE SLAB. LEAVE FLOOR SMOOTH FOR NEW FINISH. OBSERVE MANUFACTURER'S REQUIREMENTS FOR SUB-FLOOR PREPARATION. TREATMENT OF EXISTING FLOOR FINISHES WITHIN AREAS OF DEMOLITION SHALL BE AS FOLLOWS: A. CARPET: REMOVE ENTIRELY, INCLUDING PADDING. REMOVE CARPET: REMOVE ENTIRELY, INCLUDING PADDING. REMOVE REMAINING GLUE RESIDUE AND PATCH AS NECESSARY FOR NEW FLOOR FINISH. B. VINYL: REMOVE ENTIRELY AFTER MATERIAL HAS BEEN TESTED VINYL: REMOVE ENTIRELY AFTER MATERIAL HAS BEEN TESTED FOR ASBESTOS. REMOVE GLUE OR GROUT RESIDUE. PATCH AS NECESSARY TO PROVIDE LEVEL SURFACE. C. CERAMIC TILE: REMOVE ENTIRELY. PATCH AND REPAIR CERAMIC TILE: REMOVE ENTIRELY. PATCH AND REPAIR FLOORS WITH A LATEX LEVELING COMPOUND TO PRODUCE A SMOOTH, LEVEL SURFACE TO RECEIVE NEW FINISHES. 5. ALL EXISTING WALLS TO RECEIVE NEW FINISHES ARE TO HAVE ALL EXISTING WALLS TO RECEIVE NEW FINISHES ARE TO HAVE EXISTING FINISHES, INCLUDING CERAMIC TILE, VINYL WALL COVERING, ETC. COMPLETELY REMOVED UNLESS NOTED OTHERWISE. REMOVE COMPLETELY ALL EXISTING WALL BASE AND ADHESIVE AS REQUIRED FOR NEW WALL BASE. LEAVE WALL SURFACE SMOOTH TO RECEIVE NEW FINISH. SEE FINISH DRAWINGS AND/OR SCHEDULE. 6. WHERE NEW CEILING ARE INDICATED, REMOVE ALL EXISTING WHERE NEW CEILING ARE INDICATED, REMOVE ALL EXISTING CEILINGS TO ALLOW FOR PROPER INSTALLATION OF NEW CEILINGS. PATCH AND REPAIR EXISTING WALL AS REQUIRED TO INSTALL NEW FINISHES. 7. PRIOR TO REMOVALS THE CONTRACTOR IS TO IDENTIFY ALL PRIOR TO REMOVALS THE CONTRACTOR IS TO IDENTIFY ALL BUILDING SYSTEMS MATERIALS, INCLUDING PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE COR. 8. UNLESS OTHERWISE NOTED, ALL NON-BUILT IN EXISTING UNLESS OTHERWISE NOTED, ALL NON-BUILT IN EXISTING EQUIPMENT, STORAGE UNITS AND FURNITURE, WILL BE REMOVED BY OWNER. REMOVAL OF SUPPORTS, TRACKS, BUILT IN ITEMS (STORAGE CABINETS, CASEWORK, ETC.) WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, ALONG WITH THE NORMAL DEMOLITION WORK. REMOVE AND TURN OVER TO OWNER FOR STORAGE ANY ANCILLARY PIECES SUCH AS (BUT NOT LIMITED TO) MOUNTING BRACKETS, HARDWARE, MISC. SUPPORTS ITEMS, ETC. REQUIRED FOR THE REINSTALLATION OF EQUIPMENT. CONTRACTOR TO SEE EQUIPMENT BOOK FOR INFORMATION ON PLACEMENT INSTALLATION OF EXISTING AND NEW EQUIPMENT. 9. REMOVE EXISTING CEILINGS AS REQUIRED TO ALLOW FOR PROPER REMOVE EXISTING CEILINGS AS REQUIRED TO ALLOW FOR PROPER INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL WORK. PATCH AND REPAIR EXISTING CEILINGS TO MATCH EXISTING OR INSTALL NEW CEILINGS AS INDICATED ON THE REFLECTED CEILING PLAN AND/OR FINISH PLAN. 10. FOR PROJECTS WITH PHASING, COORDINATE DEMOLITION WORK FOR PROJECTS WITH PHASING, COORDINATE DEMOLITION WORK WITH PHASING PLANS TO DETERMINE THE SCOPE WORK TO BE PERFORMED IN EACH PHASE AND TO CAREFULLY INTEGRATE WITH EXISTING CONSTRUCTION TO REMAIN FOR EACH PHASE AND UPON COMPLETION OF FINAL PHASE WITH MINIMAL DISRUPTION OF BUILDING OPERATIONS. 11. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT BROOM CLEAN. 12. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY INSPECT IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY INSPECT THE BUILDING IN ORDER TO VERIFY ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL WORK REQUIRED. 14. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION FROM DEMOLITION WORK.
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CUTTING & PATCHING GENERAL NOTES
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1. ENCLOSE WITH A GYPSUM WALL BOARD PARTITION ANY EXISTING ENCLOSE WITH A GYPSUM WALL BOARD PARTITION ANY EXISTING DUCTS, PIPES AND ELECTRICAL CONDUITS THAT ARE LEFT EXPOSED FROM DEMOLITION WORK IN FINISHED SPACES. 2. WHERE EXISTING EXTERIOR WALL OR INTERIOR PARTITIONS ARE WHERE EXISTING EXTERIOR WALL OR INTERIOR PARTITIONS ARE DAMAGED IN AREAS OF SELECTIVE DEMOLITION BY THE REMOVAL OF EXISTING CONSTRUCTION OR ANY OTHER DEMOLITION ACTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR EXISTING WALL SURFACES TO MATCH EXISTING OR TO PRODUCE A SMOOTH SURFACE TO RECEIVE NEW FINISHES. 3. ALL AREAS IN EXISTING WALL / PARTITION ABOVE CEILING LINE ALL AREAS IN EXISTING WALL / PARTITION ABOVE CEILING LINE THAT ARE AFFECTED BY INSTALLATION OF NEW WORK SHALL BE REPAIRED COMPLETELY WITH UL APPROVED MATERIALS AND PRODUCTS TO MATCH EXISTING INSTALLATION AND FIRE RATED ASSEMBLIES. 4. WHERE LEVEL CHANGES, HOLES, DEPRESSIONS, OR FORMED WHERE LEVEL CHANGES, HOLES, DEPRESSIONS, OR FORMED TRENCHES ARE UNCOVERED IN EXISTING CONCRETE SLAB BY THE REMOVAL OF EXISTING WALLS /EXISTING FLOORING OR ANY OTHER DEMOLITION ACTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO PATCH AND REPAIR EXISTING CONCRETE SURFACES WITH A LATEX OR GYPCRETE LEVELING COMPOUND UNLESS SPECIFIED OTHERWISE TO PRODUCE A SMOOTH LEVEL SURFACE TO RECEIVE NEW FINISHES. 5. FILL EXISTING PIPE AND CONDUIT HOLES RESULTING FROM FILL EXISTING PIPE AND CONDUIT HOLES RESULTING FROM DEMOLITION WORK, OR ANY OTHER EXISTING FLOORS OR WALL PENETRATIONS WITH AN UL APPROVED MATERIAL TO MAINTAIN THE EXISTING FIRE RATED ASSEMBLY. 6. WHERE PIPES, CONDUITS, DUCTWORK, ETC. ARE TO BE REMOVED WHERE PIPES, CONDUITS, DUCTWORK, ETC. ARE TO BE REMOVED FROM ANY WALL, FLOOR OR ROOF SYSTEM THAT IS TO REMAIN, THE OPENING SHALL BE INFILLED WITH MATERIALS THAT MATCH THE EXISTING CONSTRUCTION AND RESTORED TO MAINTAIN DESIGNATED FIRE OR SMOKE RATING. NEW PENETRATIONS THRU EXISTING WALLS, FLOORS OR ROOFS SHALL BE FIRE RATED TO MATCH EXISTING FIRE RATING. WHERE HOLES IN FLOORS OR FLOOR OPENINGS ARE UNCOVERED OR CREATED BY SELECTIVE DEMOLITION WORK, THE CONTRACTOR MUST DO ONE OF THE FOLLOWING: A. WHERE OPENINGS ARE ACCESSIBLE TO FOOT TRAFFIC, WHERE OPENINGS ARE ACCESSIBLE TO FOOT TRAFFIC, EXPOSED TO VIEW, OR ARE GREATER THAN 2", THE OPENING MUST BE FILLED WITH A CONCRETE SYSTEM SIMILAR TO EXISTING. B. AREAS NOT EXPOSED TO VIEW, OR GREATER THAN 6", THE AREAS NOT EXPOSED TO VIEW, OR GREATER THAN 6", THE OPENING MUST BE FILLED WITH A CONCRETE SYSTEM SIMILAR TO EXISTING. C. AREAS NOT EXPOSED TO VIEW, CONCEALED BY CONSTRUCTION AREAS NOT EXPOSED TO VIEW, CONCEALED BY CONSTRUCTION OR WHERE THE OPENING IS LESS THAN 6" THE OPENING MUST BE FILLED WITH A UL-DESIGN SYSTEM AS SPECIFIED IN DIVISION 7 "THROUGH PENETRATION RESISTIVE MATERIAL". AFTER DEMOLITION OF EXISTING PARTITIONS, PATCH AND REPAIR EXISTING WALL TO MATCH EXISTING CONSTRUCTION AND PREPARE WALL FOR NEW FINISHES. 7. AFTER DEMOLITION OF EXISTING M.E.P. WORK, EQUIPMENT AND AFTER DEMOLITION OF EXISTING M.E.P. WORK, EQUIPMENT AND CASEWORK, PATCH AND REPAIR EXISTING WALLS TO MATCH EXISTING CONSTRUCTION AND PREPARE WALL FOR NEW FINISHES. 8. IF EXISTING CONSTRUCTION TO REMAIN IS DAMAGE BY THE IF EXISTING CONSTRUCTION TO REMAIN IS DAMAGE BY THE REMOVAL OF EXISTING CONSTRUCTION OR ANY OTHER DEMOLITION ACTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ALL EXISTING CONSTRUCTION TO MATCH EXISTING OR TO PRODUCE A SMOOTH SURFACE TO RECEIVE NEW FINISHES. ALL CONSTRUCTION TO REMAIN WHICH IS AFFECTED BY DEMOLITION SHALL BE PATCHED AND BE PROPERLY REPAIRED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR.
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U. S. COAST GUARD
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U.S. COAST GUARD ACADEMY
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FINAL SUBMISSION
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10% SUBMISSION
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CC-1282-581062-3-13-A
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AS NOTED
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REPLACE GLASS ENTRY…
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