P7624458DWGs.pdf

PDF 18 MB Posted May 3, 2019

Attached to: REPLACE ROOFS USCG BASE CAPE COD Federal contract opportunity
Solicitation number: 70Z0G119BPRV07600
Issued by: Department of Homeland Security US Coast Guard

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File	Type	Posted
Tab_17a_-_Abstract.pdf	PDF	Jun 18, 2019
70Z0G119BPRV07600_-_00001.pdf	PDF	Jun 13, 2019
Site_Visit_Roster.pdf	PDF	Jun 5, 2019
Tab_7p_-_General_Decision_MA190001_(MA1)_dated_22Feb19.pdf	PDF	May 3, 2019
Tab_12a_-_70Z0G119BPRV07600_IFB_Roof_Replacement.pdf	PDF	May 3, 2019
P7624458SPEC.pdf	PDF	May 3, 2019

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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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REPLACE ROOFS BCC

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AutoCAD SHX Text REPLACE ROOFS BCC U.S. COAST GUARD BASE CAPE COD COAST GUARD BASE CAPE COD BUZZARDS BAY, MA (BARNSTABLE COUNTY)

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UNITED STATES COAST GUARD CIVIL ENGINEERING UNIT PROVIDENCE

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SITE PLAN

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ROOF TYPES

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AA101

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3426 ROOF PLANS

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3426 BUILDING ELEVATIONS

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3159 ROOF PLANS

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3159 BUILDING ELEVATIONS

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AutoCAD SHX Text BASE BID ITEMS: PROJECT CONSISTS OF REPLACING 3 BUILDING ROOF SYSTEMS ON JOINT BASE CAPE COD IN BUZZARDS BAY, MA. ROOFS TO BE REPLACED ARE BUILDINGS 3426, 3159, AND 5215. BUILDING 3426 INCLUDES THE TWO ADJOINING BUILDING ROOFS 3425 AND 3424. BUILDING 3426 AND ADJOINING BUILDINGS ARE A MEDIUM SLOPPED SHINGLE ROOF. BUILDING 3159 AND 5215 ARE FLAT TOP MODIFIED BITUMEN ROOFS. REPAIR OF ROOF SYSTEMS INCLUDES REMOVAL OF EXISTING SYSTEM AND INSTALLATION OF NEW PHYSICAL BARRIER, MOISTURE BARRIER, PENETRATION FLASHINGS, MASONRY FLASHINGS, VENTILATION COVERS, FASCIA, GUTTERS, DRAIN COVERS, DRIP EDGES, AND INSULATION BASED ON ROOF TYPE INDICATED HERE IN. OPTION BID ITEMS: BID ITEMS CONSIST OF 6 SEPARATE OPTIONS FOR THE REPLACEMENT OF 6 SEPARATE, BUT SIMILAR FLAT TOP FAMILY HOUSING ROOFING SYSTEMS. REPAIR OF ROOF SYSTEMS INCLUDE REMOVAL OF EXISTING SYSTEM AND INSTALLATION OF NEW PHYSICAL BARRIER, MOISTURE BARRIER, PENETRATION FLASHINGS, MASONRY FLASHINGS, VENTILATION COVERS, FASCIA, GUTTERS, DRIP EDGES, AND INSULATION AS INDICATED HERE IN. OPTION 1: 5420 CARPENTER AVENUE OPTION 2: 5419 CARPENTER AVENUE OPTION 3: 5416 CARPENTER AVENUE OPTION 4: 5395 LINDBERG AVENUE OPTION 5: 5359 SPAATZ STREET OPTION 6: 5372 OGLE CIRCLE

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BASE

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1. COORDINATE REMOVAL OF DEBRIS WITH THE CONTRACTING OFFICER TO MINIMIZE DISRUPTION OF COAST GUARD ACTIVITIES. COORDINATE COORDINATE REMOVAL OF DEBRIS WITH THE CONTRACTING OFFICER TO MINIMIZE DISRUPTION OF COAST GUARD ACTIVITIES. COORDINATE WITH WASTE MANAGEMENT PLAN. 2. FILL, PATCH, PAINT, OR OTHERWISE REFINISH TO MATCH EXISTING ADJACENT REMAINING SURFACES DISTURBED BY REMOVALS OR FILL, PATCH, PAINT, OR OTHERWISE REFINISH TO MATCH EXISTING ADJACENT REMAINING SURFACES DISTURBED BY REMOVALS OR RELOCATIONS. 3. ITEMS DEPICTED FOR REMOVAL OR DEMOLITION ARE SHOWN FOR INFORMATIONAL PURPOSES. THESE DRAWINGS DO NOT INDICATE EACH ITEMS DEPICTED FOR REMOVAL OR DEMOLITION ARE SHOWN FOR INFORMATIONAL PURPOSES. THESE DRAWINGS DO NOT INDICATE EACH AND EVERY ITEM TO BE REMOVED OR DEMOLISHED. MECHANICAL, ELECTRICAL AND OTHER WORK RELATED TO A ROOF, OR AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.VERIFY IN FIELD WORK ASSOCIATED WITH REMOVALS OR DEMOLITION. 4. COORDINATE ALL DEMOLITION OPERATIONS WITH GOVERNMENT FOR SHUTDOWN PERIODS AND SEQUENCE OF WORK. ARRANGE WITH COORDINATE ALL DEMOLITION OPERATIONS WITH GOVERNMENT FOR SHUTDOWN PERIODS AND SEQUENCE OF WORK. ARRANGE WITH GOVERNMENT AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES AND PROTECTIVE ENCLOSURES REQUIRED TO PROPERLY SECURE, ISOLATE AND WEATHERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS TO REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION OF THE BUILDING AND SITE FOR THEIR INTENDED PURPOSE. 5. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR REUSE IN ACCORDANCE WITH LOCAL REGULATIONS. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR REUSE IN ACCORDANCE WITH LOCAL REGULATIONS. 6. ALL ITEMS SCHEDULED TO BE SALVAGED OR REUSED SHALL BE REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE UNTIL ALL ITEMS SCHEDULED TO BE SALVAGED OR REUSED SHALL BE REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE UNTIL INCORPORATED IN THE NEW WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE AND/OR RESTORE ANY ITEMS SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED DURING THE COURSE OF CONTRACT OPERATIONS. THE GOVERNMENT SHALL BE THE SOLE JUDGE OF SUITABILITY OF ITEMS SALVAGED FOR REUSE IN THE WORK. 7. THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACT DOCUMENTS. THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACT DOCUMENTS. 8. WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF NEW FINISHES, REMOVE WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF NEW FINISHES, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL.

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1. THESE ARE GENERAL PROJECT NOTES THAT APPLY TO THE ENTIRE PROJECT AND TO EACH DISCIPLINE. THESE ARE GENERAL PROJECT NOTES THAT APPLY TO THE ENTIRE PROJECT AND TO EACH DISCIPLINE. 2. COMPLETE WORK IN ACCORDANCE WITH INDUSTRY STANDARDS AND PERFORM WORK IN A WORKMANLIKE PROFESSIONAL MANNER. COMPLETE WORK IN ACCORDANCE WITH INDUSTRY STANDARDS AND PERFORM WORK IN A WORKMANLIKE PROFESSIONAL MANNER. 3. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, AND REPORT ANY DISCREPANCY(IES) TO THE CONTRACTING OFFICER. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, AND REPORT ANY DISCREPANCY(IES) TO THE CONTRACTING OFFICER. PROCEED WITH THE WORK ONLY AFTER THE DISCREPANCY(IES) HAS(HAVE) BEEN RESOLVED BY THE GOVERNMENT. 4. CARE SHALL BE TAKEN TO PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. ALL DAMAGE RESULTING FROM THE CONTRACTORS CARE SHALL BE TAKEN TO PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. ALL DAMAGE RESULTING FROM THE CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 5. USE OF DEBRIS CHUTES IS REQUIRED TO REMOVE DEMOLITION AND CONSTRUCTION MATERIALS FROM ROOF AND SECOND FLOOR USE OF DEBRIS CHUTES IS REQUIRED TO REMOVE DEMOLITION AND CONSTRUCTION MATERIALS FROM ROOF AND SECOND FLOOR WORK AREAS. 6. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT IN A SAFE, SECURE, WEATHERTIGHT, NEAT AND CLEAN AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL BE LEFT IN A SAFE, SECURE, WEATHERTIGHT, NEAT AND CLEAN MANNER. 7. DISPOSE OF ALL REMOVAL AND CONSTRUCTION DEBRIS IN A LEGAL MANNER, AT AN OFF SITE STATE APPROVED LOCATION, AND AS DISPOSE OF ALL REMOVAL AND CONSTRUCTION DEBRIS IN A LEGAL MANNER, AT AN OFF SITE STATE APPROVED LOCATION, AND AS APPROVED BY THE CONTRACTING OFFICER. DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT SITE AS REQUIRED BY THE STATE OF MASSACHUSETTS AND AS REQUIRED BY THE CONTRACT. OBTAIN DISPOSAL PERMITS THAT ARE REQUIRED. 8. THE CONTRACTOR'S WORK PRACTICES, EQUIPMENT AND PERSONNEL PROTECTION MEASURES SHALL CONFORM TO OSHA STANDARDS. THE CONTRACTOR'S WORK PRACTICES, EQUIPMENT AND PERSONNEL PROTECTION MEASURES SHALL CONFORM TO OSHA STANDARDS. 9. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS. DO NOT SCALE DRAWINGS. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS. DO NOT SCALE DRAWINGS. 10. ALL COMPONENTS AND WORK ARE NEW AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OR INDICATED OTHERWISE. ALL COMPONENTS AND WORK ARE NEW AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS NOTED OR INDICATED OTHERWISE. 11. ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL BASE REGULATIONS, STATE, NATIONAL, AND OTHER CODES AND ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL BASE REGULATIONS, STATE, NATIONAL, AND OTHER CODES AND ORDINANCES WHICH APPLY TO THIS PROJECT INCLUDING IBC AND NFPA. 12. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER FOR THE PHASING/SEQUENCE AND TIMING OF ALL OPERATIONS PRIOR TO OBTAIN APPROVAL FROM THE CONTRACTING OFFICER FOR THE PHASING/SEQUENCE AND TIMING OF ALL OPERATIONS PRIOR TO COMMENCING WORK. 13. DO NOT PENETRATE JOISTS, BEAMS, OR OTHER STRUCTURAL MEMBERS. OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OF RECORD DO NOT PENETRATE JOISTS, BEAMS, OR OTHER STRUCTURAL MEMBERS. OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO PERFORMING PENETRATIONS OF STRUCTURAL MEMBERS. 14. OBTAIN PERMITS THAT ARE REQUIRED FOR THE SATISFACTORY COMPLETION AND OCCUPANCY OF THE WORK AT NO ADDITIONAL COST OBTAIN PERMITS THAT ARE REQUIRED FOR THE SATISFACTORY COMPLETION AND OCCUPANCY OF THE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT. COMPLY WITH PERMIT APPROVAL CONDITIONS. 15. PROVIDE TEMPORARY UTILITY CONNECTIONS WHERE NEEDED. COORDINATE WITH CONTRACTING OFFICER. PROVIDE TEMPORARY UTILITY CONNECTIONS WHERE NEEDED. COORDINATE WITH CONTRACTING OFFICER. 16. NOTIFY THE CONTRACTING OFFICER PER THE SPECIFICATIONS PRIOR TO INTERRUPTING UTILITY SERVICES WITHIN THE BUILDING. NOTIFY THE CONTRACTING OFFICER PER THE SPECIFICATIONS PRIOR TO INTERRUPTING UTILITY SERVICES WITHIN THE BUILDING. 17. SHOULD THE MANUFACTURER'S PRODUCT AND INSTALLATION DETAILS FOR THE WIND SPEEDS, SUBSTRATE, AND WARRANTY LEVEL SHOULD THE MANUFACTURER'S PRODUCT AND INSTALLATION DETAILS FOR THE WIND SPEEDS, SUBSTRATE, AND WARRANTY LEVEL SPECIFIED REQUIRE ADDITIONAL MATERIALS THAT ARE NOW SHOWN ON THE CONSTRUCTION DRAWINGS, THE MANUFACTURER'S REQUIREMENTS FOR THESE MATERIALS SHALL APPLY AND BE PROVIDED UNDER THIS CONTRACT. THE CONTRACTOR SHALL MAKE THE COAST GUARD AWARE OF ANY SUCH MANUFACTURER REQUIREMENTS. CONTRACTOR SHALL FOLLOW THE INSTALLATION INSTRUCTIONS FOR ALL OF THE ROOFING MANUFACTURER'S MATERIALS. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND REINSTALLING ALL ATTACHED EQUIPMENT AND INTERFACES AS CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND REINSTALLING ALL ATTACHED EQUIPMENT AND INTERFACES AS REQUIRED TO PERFORM THE WORK.

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HARMON

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7310 WWTP

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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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FINAL SUBMISSION

AutoCAD SHX Text P7624458D03.dwg

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AS SHOWN

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REPLACE ROOFS BCC

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USCG BASE CAPE COD

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BUZZARDS BAY

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FACILITIES

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ARCHITECTURAL

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SITE PLAN

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K.MCCARTHY

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D.GLASS

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LIST OF SITES

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SITE

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STRUCTURE

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ADDRESS

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PSU COMMAND (SHINGLE)

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3426 BEAMAN STREET

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BARRACKS (FLATTOP)

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3159 HERBERT ROAD

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FACILITIES (FLATTOP)

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5215 EAST HOSPITAL ROAD

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SINGLE FAMILY (FLATTOP)

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5420 CARPENTER AVENUE

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SINGLE FAMILY (FLATTOP)

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5419 CARPENTER AVENUE

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SINGLE FAMILY (FLATTOP)

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5416 CARPENTER AVENUE

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SINGLE FAMILY (FLATTOP)

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5395 LINDBERG AVENUE

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SINGLE FAMILY (FLATTOP)

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5359 SPAATZ STREET

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DUPLEX (FLATTOP)

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5372 OGLE CIRCLE

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BASE HOUSING

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FACILITIES BUILDING 5215

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PSU COMMAND BUILDING 3426

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BARRACKS BUILDING 3159

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1. SITE CONDITIONS AND SITE ACCESS MAY VARY. CONTRACTOR SHALL SITE CONDITIONS AND SITE ACCESS MAY VARY. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, ACCESS LIMITATIONS, AND MOUNTED EQUIPMENT PRIOR TO ANY WORK. 2. BASE CAPE COD IS A SECURE FACILITY AND REQUIRES PRESCREENING BASE CAPE COD IS A SECURE FACILITY AND REQUIRES PRESCREENING OF ALL WORKERS PRIOR TO ENTRY. ALL GENERAL CONTRACTOR'S AND SUBCONTRACTOR'S EMPLOYEES MUST BE APPROVED BY BASE SECURITY. CONFORM TO ALL BASE CAPE COD SECURITY REQUIREMENTS AT ALL TIMES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND REINSTALLING ALL UTILITIES, LANDSCAPING, FENCING, ATTACHED EQUIPMENT AND INTERFACES AS REQUIRED TO PERFORM THE WORK.

GENERAL NOTES:

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ARCH SHINGLE

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3-STORY WING

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2-STORY WING

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TPO

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TPO

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3-STORY WING

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2-STORY WING

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DATE

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BRANCH CHIEF

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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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FINAL SUBMISSION

AutoCAD SHX Text P7624458D04.dwg

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AS SHOWN

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REPLACE ROOFS BCC

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USCG BASE CAPE COD

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BUZZARDS BAY

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FACILITIES

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ARCHITECTURAL

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K.MCCARTHY

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BARRACKS

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1. ROOFS SHALL BE WATERTIGHT AT THE END OF EACH WORKING DAY. ROOFS SHALL BE WATERTIGHT AT THE END OF EACH WORKING DAY. 2. FAMILY HOUSING SITES MAY NOT BE RESTOCKED MORE THAN 24 HOURS IN ADVANCE. FAMILY HOUSING SITES MAY NOT BE RESTOCKED MORE THAN 24 HOURS IN ADVANCE. 3. SITES SHALL BE CLEANED OF ALL DEBRIS AT END OF EACH WORKING DAY. SITES SHALL BE CLEANED OF ALL DEBRIS AT END OF EACH WORKING DAY. 4. ALL PLANTS AND LANDSCAPING SHALL BE PROTECTED FROM DAMAGE. ALL PLANTS AND LANDSCAPING SHALL BE PROTECTED FROM DAMAGE. 5. LANDSCAPED AREAS INCLUDING LAWNS SHALL BE RESTORED TO THE SATISFACTION OF THE COR. LANDSCAPED AREAS INCLUDING LAWNS SHALL BE RESTORED TO THE SATISFACTION OF THE COR. 6. DETAILS ARE GENERIC TO TYPE OF ROOF AND TYPE OF BUILDING. DETAILS ARE GENERIC TO TYPE OF ROOF AND TYPE OF BUILDING. 7. ACTUAL LAYOUT MAY VARY. ACTUAL LAYOUT MAY VARY. 8. EQUIPMENT ON ROOFS VARY AND SHALL BE VERIFIED PRIOR TO ANY WORK.EQUIPMENT ON ROOFS VARY AND SHALL BE VERIFIED PRIOR TO ANY WORK.

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GENERAL NOTES:

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PSU COMMAND BUILDING 3426

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BARRACKS BUILDING 3159

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FACILITIES BUILDING 5215

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5420 CARPENTER AVE

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5419 CARPENTER AVE

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5395 LINDBERG AVE

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5359 SPAATZ ST

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5372 OGLE CIRCLE (DUPLEX)

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5416 CARPENTER AVE

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TPO

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SHINGLE

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DESCRIPTION OF HOUSING UNIT

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EXISTING

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ROOF

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NEW

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ROOF

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HOUSING TYPES

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SHINGLE

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MOD BIT

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MAIN ENTRANCE

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LOADING RAMP

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BUILDING 3426 BUILDING 3425

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BUILDING 3425 BUILDING 3424

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SLOPE

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SLOPE

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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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FINAL SUBMISSION

AutoCAD SHX Text P7624458D05.dwg

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AS SHOWN

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REPLACE ROOFS BCC

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USCG BASE CAPE COD

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BUZZARDS BAY

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BUILDING 3426

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ARCHITECTURAL

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3426 ROOF PLANS

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K.MCCARTHY

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D.GLASS

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AA101

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BUILDING 3426 BUILDING 3425 BUILDING 3424

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EAST ELEVATION

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SOUTH ELEVATION

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1. REPLACEMENT OF ARCHITECTURAL SHINGLE ROOF FOR BUILDING 3426 REPLACEMENT OF ARCHITECTURAL SHINGLE ROOF FOR BUILDING 3426 INCLUDES BUILDINGS 3425 AND 3424. 2. REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING ROOF DECK REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING ROOF DECK BELOW. PREPARE EXISTING ROOF DECK SURFACE AS REQUIRED TO RECEIVE NEW ROOFING SYSTEM. REPLACE ANY EXISTING DETERIORATED WOOD DECKING WITH NEW WOOD DECKING THAT MATCHES THE ORIGINAL WOOD DECK THICKNESS. 3. REMOVE AND DISPOSE OF EXISTING ROOF DRAIN ASSEMBLIES, REMOVE AND DISPOSE OF EXISTING ROOF DRAIN ASSEMBLIES, INCLUSIVE OF DOWNSPOUTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND REINSTALLING ALL ATTACHED EQUIPMENT AND INTERFACES AS REQUIRED TO PERFORM THE WORK.

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GENERAL NOTES:

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1. INSTALL ARCHITECTURAL SHINGLE ROOF SYSTEM TO INCLUDE: INSTALL ARCHITECTURAL SHINGLE ROOF SYSTEM TO INCLUDE: ICE/WATER SHIELD, UNDERLAYMENT, STARTER STRIPS, ARCHITECTURAL SHINGLE, RIDGE VENT, AND RIDGE CAP SHINGLES. FLASH ALL PENETRATIONS AND MASONRY ACCORDINGLY. 2. INSTALL NEW APPROPRIATELY SIZED GUTTER SYSTEM, WOOD FASCIA INSTALL NEW APPROPRIATELY SIZED GUTTER SYSTEM, WOOD FASCIA AND DRIP EDGE TO SERVICE SLOPPED ROOF. GUTTERS SHALL BE 5"x5" WITH 3"X4" ALUMINUM DOWNSPOUTS. HANGERS SHALL BE SPACED NO FURTHER THAN 18" ON CENTER. GUTTERS SHALL HAVE A MINIMUM SLOPE OF " FOR EVERY 10' OF HORIZONTAL RUN. 12" FOR EVERY 10' OF HORIZONTAL RUN. 3. DOWNSPOUT LOCATIONS ARE APPROXIMATE. ALUMINUM DOWNSPOUTS DOWNSPOUT LOCATIONS ARE APPROXIMATE. ALUMINUM DOWNSPOUTS SHALL BE PLACED AT THE EDGES AND ADJOINING BUILDINGS. DOWNSPOUTS SHALL BE NO FURTHER THAN 40' ON CENTER AND NOT BLOCK ANY FACILITY OPENINGS. PROVIDE CONCRETE SPLASH BLOCKS WHERE DOWNSPOUTS TERMINATE ABOVE SOIL. DOWNSPOUTS SHALL TERMINATE ABOVE ASPHALT WHERE POSSIBLE. 4. PROVIDE NEW FLASHING ON ALL MASONRY AND ROOF PENETRATIONS. PROVIDE NEW FLASHING ON ALL MASONRY AND ROOF PENETRATIONS. COPPER MASONRY CAP IS TO REMAIN.

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KEYED NOTES:

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BUILDING 3426 PLAN VIEW

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DATE

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APPROVING OFFICER

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DATE

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BUILDING 3426 WEST ELEVATION

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BUILDING 3424 EAST ELEVATION

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COPPER MASONRY CAP

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BUILDING 3425 EAST ELEVATION

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AA101

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AA101

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AA101

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AA201

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AA201

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AA201

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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 3/1/2019

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FINAL SUBMISSION

AutoCAD SHX Text P7624458D06.dwg

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AS SHOWN

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REPLACE ROOFS BCC

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USCG BASE CAPE COD

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BUILDING 3426

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K.MCCARTHY

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BUILDING 3426 BUILDING 3425 BUILDING 3424

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EAST ELEVATION

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1. REPLACEMENT OF ARCHITECTURAL SHINGLE ROOF FOR BUILDING 3426 REPLACEMENT OF ARCHITECTURAL SHINGLE ROOF FOR BUILDING 3426 INCLUDES BUILDINGS 3425 AND 3424. 2. REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING ROOF DECK REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING ROOF DECK BELOW. PREPARE EXISTING ROOF DECK SURFACE AS REQUIRED TO RECEIVE NEW ROOFING SYSTEM. REPLACE ANY EXISTING DETERIORATED WOOD DECKING WITH NEW WOOD DECKING THAT MATCHES THE ORIGINAL WOOD DECK THICKNESS. CONTRACTOR SHALL PROVIDE UNIT PRICE PER SQFT OF PLYWOOD DECKING REPAIRS IN BASE BID. 3. REMOVE AND DISPOSE OF EXISTING ROOF DRAIN ASSEMBLIES, REMOVE AND DISPOSE OF EXISTING ROOF DRAIN ASSEMBLIES, INCLUSIVE OF DOWNSPOUTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, PROTECTING AND REINSTALLING ALL ATTACHED EQUIPMENT AND INTERFACES AS REQUIRED TO PERFORM THE WORK.

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GENERAL NOTES:

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1. INSTALL ARCHITECTURAL SHINGLE ROOF SYSTEM TO INCLUDE: INSTALL ARCHITECTURAL SHINGLE ROOF SYSTEM TO INCLUDE: ICE/WATER SHIELD, UNDERLAYMENT, STARTER STRIPS, ARCHITECTURAL SHINGLE, RIDGE VENT, AND RIDGE CAP SHINGLES. FLASH ALL PENETRATIONS AND MASONRY ACCORDINGLY. 2. INSTALL NEW APPROPRIATELY SIZED GUTTER SYSTEM, WOOD FASCIA INSTALL NEW APPROPRIATELY SIZED GUTTER SYSTEM, WOOD FASCIA AND DRIP EDGE TO SERVICE SLOPPED ROOF. FASCIA SHOULD BE WOOD COMPOSITE SIZED TO MATCH EXISTING. GUTTERS SHALL BE 5"x5" WITH 3"X4" ALUMINUM DOWNSPOUTS. HANGERS SHALL BE SPACED NO FURTHER THAN 18" ON CENTER. GUTTERS SHALL HAVE A MINIMUM SLOPE OF " FOR EVERY 10' OF HORIZONTAL RUN. 12" FOR EVERY 10' OF HORIZONTAL RUN. 3. DOWNSPOUT LOCATIONS ARE APPROXIMATE. ALUMINUM DOWNSPOUTS DOWNSPOUT LOCATIONS ARE APPROXIMATE. ALUMINUM DOWNSPOUTS SHALL BE PLACED AT THE EDGES AND ADJOINING BUILDINGS. DOWNSPOUTS SHALL BE NO FURTHER THAN 40' ON CENTER AND NOT BLOCK ANY FACILITY OPENINGS. PROVIDE CONCRETE SPLASH BLOCKS WHERE DOWNSPOUTS TERMINATE ABOVE SOIL. DOWNSPOUTS SHALL TERMINATE ABOVE ASPHALT WHERE POSSIBLE. 4. PROVIDE NEW FLASHING ON ALL MASONRY AND ROOF PENETRATIONS. PROVIDE NEW FLASHING ON ALL MASONRY AND ROOF PENETRATIONS. COPPER MASONRY CAP IS TO REMAIN.

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KEYED NOTES:

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BUILDING 3426 EAST ELEVATION

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BUILDING 3426 WEST ELEVATION

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BUILDING 3426 SOUTH ELEVATION

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BUILDING 3426 NORTH ELEVATION

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BUILDING 3426 NORTH ELEVATION

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(2-STORY)

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CHIMNEY

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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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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FINAL SUBMISSION

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AS SHOWN

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REPLACE ROOFS BCC

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USCG BASE CAPE COD

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BUZZARDS BAY

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BUILDING 3159

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ARCHITECTURAL

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3159 ROOF PLANS

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K.MCCARTHY

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D.GLASS

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AB101

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WEST ELEVATION

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3-STORY WING

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1. REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING ROOF DECK REMOVE EXISTING ROOF SYSTEM DOWN TO EXISTING ROOF DECK BELOW. PREPARE EXISTING ROOF DECK SURFACE AS REQUIRED TO RECEIVE NEW ROOFING SYSTEM. 2.

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