3c_Drawings P2728557_Sheet 1-99 of 99.pdf
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- MAJOR MAINTENANCE & REPAIR (M&R) AT USCG SECTOR FIELD OFFICE, SOUTHWEST HARBOR, ME (HANCOCK COUNTY)
- Solicitation number
- 70Z0G126BSNNEDW01
About this file
This file is a comprehensive set of architectural and engineering design drawings for a Major Maintenance and Repair (M&R) project at the U.S. Coast Guard Sector Field Office in Southwest Harbor, Maine. The project involves renovations to multiple buildings, including a Multi-Mission Building (MMB), Barracks/Galley Building (UPH), and Boat Maintenance Facility (BMF).
The detailed drawings cover architectural, mechanical, electrical, plumbing, and fire protection systems across multiple floors. Key scope elements include replacing roofing, upgrading HVAC systems with new air handling units and energy recovery ventilators, electrical system upgrades with new lighting and power distribution, and comprehensive interior renovations. The project involves careful phasing to minimize disruption, with specific requirements for maintaining operational areas during construction, such as keeping the galley fully operational from October through April and completing construction within a five-month period between May 1st and September 30th. The design documents are dated October 31, 2025, and the project number is P2728557, with the U.S. Coast Guard Civil Engineering Unit from Providence, Rhode Island serving as the primary design authority.
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Text version
KDuke Rectangle
KDuke Snapshot
KDuke Rectangle
KDuke Rectangle
KDuke Rectangle
KDuke Text Box MULTI-MISSION BUILDING (MMB), BARRACKS/GALLEY BUILDING (UPH) AND BOAT MAINTENANCE FACILITY (BMF) jineson Rectangle jineson Stamp
KDuke Rectangle
KDuke Snapshot jineson Rectangle
UP
UPUP
DN
DN
DN DNUP
55 P
5426 SF
(BUSINESS)
20 P
1155 SF
(MERCANTILE)
1 P
277 SF
(MERCANTILE-STOR.)
1 P
243 SF
(STORAGE)
22 P
2175 SF
(BUSINESS)
14 14
16513
8 P
709 SF
(BUSINESS)
1. REFER TO FLOOR PLANS AND PARTITION CONSTRUCTION DETAILS AND LOCATIONS.
OCCUPANT LOAD
EXIT CAPACITY
ACTUAL LOAD
EXIT CAPACITY CALCULATED @
0.3 IN/PERSON - STAIRS
0.2 IN/PERSON - ALL OTHER COMPONENTS
DIRECTION OF TRAVEL WITH
ACCUMULATED OCCUPANT
LOAD
CODE INFORMATION LEGEND
BUSINESS
HIGH-HAZARD
MERCANTILE
(LOUNGE)
AREA IN SQ FT.
FUNCTION OF SPACE
OCCUPANT LOAD FACTOR
(TABLE 1004.1.1)
50 P
4990 SF
1/2HR FIRE RATING
1HR FIRE RATING
2HR FIRE RATING
1 HR FIRE RATED
CONSTRUCTION ABOVE
1 HR FIRE RATED
CONSTRUCTION BELOW
FIRE RATING
34 P
3339 SF
(BUSINESS)
74 P
7347 SF
(BUSINESS)
PENETRATION BEYOND, CUT WALL NO
LESS THAN 1" AND NO MORE THAN 4"
AROUND ELEMENT PASSING
THROUGH WALL. BACKFILL WITH
MINERAL WOOL COMPRESSED 50%
AND INSERTED INTO JOINT, FLUSH
WITH BOTH SIDES OF THE WALL.
WIDTH TO BE EQUAL TO THE TOTAL
THICKNESS OF WALL ASSEMBLYWALL BEYOND
EXISTING FLOOR, SEE
STRUCTURAL DRAWINGS
MIN 1/8" (WET) THICKNESS
FIRESTOP JOINT SPRAY TO
COMPLETELY COVER MINERAL
WOOL AND OVERLAP MINIMUM
1/2" ONTO DECK ABOVE AND
WALL
U.S. COAST GUARD
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1/16" = 1'-0"E3 CODE/FIRE SAFETY PLAN - 1ST FLOOR
1/16" = 1'-0"A3 CODE/FIRE SAFETY PLAN - 3RD FLOOR
1/16" = 1'-0"C3 CODE/FIRE SAFETY PLAN - 2ND FLOOR
NORTH
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0 16' 32'8'
0 16' 32'8'
0 16' 32'8'
1 1/2" = 1'-0"A8 FIRESTOPPING DETAIL
GENERAL SHEET NOTES:
0 8" 1'-4"4"
UP
UP
DN
DN
DN
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34 P
6715 SF
(RESIDENTIAL)
1. REFER TO FLOOR PLANS AND PARTITION CONSTRUCTION DETAILS AND LOCATIONS.
OCCUPANT LOAD
EXIT CAPACITY
ACTUAL LOAD
EXIT CAPACITY CALCULATED @
0.3 IN/PERSON - STAIRS
0.2 IN/PERSON - ALL OTHER COMPONENTS
DIRECTION OF TRAVEL WITH
ACCUMULATED OCCUPANT
LOAD
CODE INFORMATION LEGEND
RESIDENTIAL
(LOUNGE)
AREA IN SQ FT.
FUNCTION OF SPACE
OCCUPANT LOAD FACTOR
(TABLE 1004.1.1)
50 P
4990 SF
1/2HR FIRE RATING
1HR FIRE RATING
2HR FIRE RATING
1 HR FIRE RATED
CONSTRUCTION ABOVE
1 HR FIRE RATED
CONSTRUCTION BELOW
FIRE RATING
25 P
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1/8" = 1'-0"A2 CODE/FIRE SAFETY PLAN - 1ST FLOOR
1/8" = 1'-0"D2 CODE/FIRE SAFETY PLAN - 2ND FLOOR
NORTH
PLAN
TRUE N
NORTH
PLAN
TRUE N
0 8' 16'4'
0 8' 16'4'
GENERAL SHEET NOTES:
B E N T N O
B
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B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
B E N T N O
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PLAN REVISED 12/04/2013 PER AS-BUILT MARKUPS
FROM PROJECT 282200. NEW LIFT STATION CONTROL
AND ALARM PANEL ADDED TO SIDE OF MM BLDG.
PLAN REVISED 02/07/2025.
SPATIAL DATA WAS UPDATED DUE TO BEING
OUT OF STATE PLANE, IN ARCHITECTURAL UNITS AND
SCALING. GH
SETATS
DE T I N U DR
AU
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AOC
9 017
N
BOAT MAINTENANCE
FACILITY - BMF
MULTI-MISSION
BUILDING - MMB
BARRACKS/GALLEY
BUILDING - UPH
U.S. COAST GUARD
CIVIL ENGINEERING
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1" = 30'-0"A4 STAGING AND PHASING PLAN
PHASING NOTES:
THE CONTRACTOR WILL BE RESPONSIBLE FOR DEVELOPING AND SUBMITTING
A CONSTRUCTION SEQUENCING/PHASING PLAN AS PART OF THE SCHEDULE
SUBMITTAL AND SHALL ADDRESS THE FOLLOWING CRITERIA:
THE UPH BERTHING ROOMS WILL BE VACATED BY THE U.S. COAST GUARD.
THE VACATED ROOMS SHALL BE USED AS OFFICE SWING SPACE FOR UP TO
28 PERSONNEL FROM THE MMB FOR THE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR (DISASSEMBLING IF
NEEDED) REMOVING AND STORING THE EXISTING UPH BERTHING ROOM
FURNITURE (NON-PERSONAL ITEMS) TO CONTRACTOR PROVIDED AND
COAST GUARD APPROVED WATERTIGHT STORAGE CONTAINERS. LOCATION
OF THE STORAGE CONTAINERS WILL BE AT THE USCG HOUSING SITE AT ONE
MCENROE ROAD, SOUTHWEST HARBOR, ME 04679. FOR BIDDING PURPOSES,
PRESUME TWO (2) FORTY-FOOT STORAGE CONTAINERS. THE CONTRACTOR
SHALL RETURN THE BERTHING ROOM FURNITURE TO EXISTING CONDITIONS
(TO EACH ROOM) WHEN SWING SPACE IS NO LONGER REQUIRED BY CG AND
REASSEMBLING ITEMS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING OFFICE
FURNITURE FROM THE MMB TO THE UPH BUILDING (TO DESIGNATED ROOMS)
IN ACCORDANCE WITH SPECIFICATION SECTION 01 14 00 AND THE COAST
GUARD’S RELOCATION PLAN. THE RELOCATION PLAN WILL BE PROVIDED AT
THE PRECONSTRUCTION MEETING.
IF OPTIONAL BID ITEM #3 IS AWARDED (UPH COPPER WATER LINE
REPLACEMENT) THE CONTRACTOR SHALL BE RESPONSIBLE SCHEDULING
AND MANAGING THE PHASING OF WORK ACCORDINGLY TO COMPLETE THE
WORK WITHIN THE PROJECTS CONTRACT DURATION.
THE GALLEY IN THE UPH SHALL REMAIN FULLY OPERATIONAL FOR DAILY
FOOD SERVICE FROM 01 OCTOBER THROUGH 30 APRIL. ALL CONSTRUCTION
MUST BE COMPLETED DURING ONE FIVE (5) MONTH PERIOD BETWEEN MAY
1ST THROUGH SEPTEMBER 30 TH.
THE CGEX (COAST GUARD EXCHANGE) IN THE MMB WILL HAVE INVENTORY
RELOCATED BY COAST GUARD PERSONNEL TO CONTRACTOR PROVIDED
AND COAST GUARD APPROVED WATERTIGHT STORAGE CONTAINER.
LOCATION OF THE STORAGE CONTAINERS WILL BE AT THE USCG HOUSING
SITE AT ONE MCENROE ROAD, SOUTHWEST HARBOR, ME 04679. FOR
BIDDING PURPOSES, PRESUME ONE (1) FORTY-FOOT STORAGE CONTAINERS
FOR USE OF CGEX INVENTORY STORAGE. THE “STORE FIXTURES” WILL
REMAIN IN PLACE. STORE FIXTURES MAY INCLUDE BUT NOT LIMITED TO
DISPLAY CASES, SHELVING UNITS, COUNTERTOPS, TABLES, RACKS, WALL
HUNG ITEMS, SIGNAGE, AND REFRIGERATION UNITS. GIVEN THE WORK IS
LIMITED TO THE CEILING AREAS, THE CONTRACTOR SHALL RE-ADJUST,
MOVE THE STORE FIXTURES AS NEED TO ACCESS THE WORK AREAS. THE
CONTRACTOR SHALL ALWAYS COVER AND PROTECT THE STORE FIXTURES
AT ALL TIMES. THE CGEX WILL REMAIN OPEN FOR BUSINESS, ONLY CLOSING
FOR THE REQUIRED WORK WITHIN CGEX SPACE (WHEN SCHEDULED) SHALL
TAKE PLACE DURING A SIX (6) WEEK PERIOD FROM START TO FINISH SO
THAT THE CGEX CAN REOPEN FOR NORMAL BUSINESS. THE CGEX MUST
STAY BE OPEN FOR BUSINESS WHEN THE GALLEY IS SHUT DOWN FOR
CONSTRUCTION.
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COORD COORDINATE(D)
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TYP TYPICAL
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VWA VERIFY WITH ARCHITECT
VWO VERIFY WITH OWNER
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US COAST GUARD
CIVIL ENGINEERING
N/A N/A
GENERAL STRUCTURAL NOTES: STRUCTURAL STEEL NOTES
1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS
(UNLESS OTHERWISE NOTED).
2. CURRENT EDITIONS OF THE FOLLOWING SPECIFICATIONS AND STANDARDS WILL APPLY
UNLESS OTHERWISE MODIFIED ON THE DRAWINGS OR IN THE JOB SPECIFICATIONS:
A. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS.
B. ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES.
C. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
D. CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING STEEL.
3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 -TYPE I: NORMAL PORTLAND CEMENT.
AND/OR TYPE II: MODIFIED PORTLAND CEMENT.
4. READY MIX CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C-94 FOR READY MIX
CONCRETE.
5. MAXIMUM WATER CEMENT RATIO SHALL BE 0.40.
6. MAXIMUM SLUMP SHALL BE 4" +/-. IF WATER IS ADDED AFTER SLUMP, TEST SLUMP SHALL BE
RE-TESTED.
7. ALL DAMAGED AREAS ADJACENT TO NEW BUILDING CONSTRUCTION TO BE RESTORED TO
EXISTING CONDITIONS AND ELEVATIONS.
8. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS.
9. GROUT SHALL BE NONSHRINK, NONMETALLIC GROUT.
10. EXPANSION JOINT SHALL BE 1/2" THICK x 6" WIDE ASPHALT IMPREGNATED MINERAL FIBER
EXPANSION JOINT CONFORMING TO ASTM D-994.
11. BACKER ROD SHALL BE 5/8" DIAMETER CLOSED - CELL BACKER ROD.
12. JOINT SEALANT SHALL BE A POLYURETHANE CONSTRUCTION SEALANT BASF MATERIAL
NP-1TM OR EQUAL.
13. BONDING AGENT SHALL BE SIKA SIKADUR 32, HI-MOD LPL, EPOXY BONDING/GROUTING
ADHESIVE OR EQUAL.
14. THOROUGHLY CLEAN AREAS WHERE NEW CONCRETE WILL BE PLACED AGAINST EXISTING
CONCRETE AND APPLY BONDING AGENT PRIOR TO PLACING NEW CONCRETE.
15. CONCRETE EXPOSED TO WEATHER, INCLUDING SLABS ON GRADE, SHALL BE AIR ENTRAINED
CONCRETE. AIR ENTRAINMENT SHALL BE IN THE RANGE OF 5% TO 7% AS PER ASTM C-260.
16. CONCRETE EXPOSED TO THE WEATHER OR BELOW GRADE AND PROVIDING A BARRIER TO AN
INTERIOR/CONDITIONED SPACE SHALL INCLUDE A WATER RESISTING CONCRETE ADMIXTURE.
CONCRETE WATER RESISTING CONCRETE ADMIXTURE SHALL BE SILA WATERTIGHT
CONCRETE POWDER OR EQUAL.
17. ALL EXPOSED EDGES SHALL HAVE A 3/4" x 3/4" CHAMFER UNLESS OTHERWISE NOTED.
18. EXTERIOR HORIZONTAL CONCRETE PAVEMENT AND SIDEWALK SURFACES SHALL RECEIVE A
BROOM FINISH UNLESS NOTED OTHERWISE. INTERIOR HORIZONTAL CONCRETE SURFACE
FINISH SHALL BE PER ARCHITECT.
19. ALL CONCRETE PLACED AS PAVEMENT SHALL INCLUDE A CORROSION INHIBITING ADMIXTURE.
CORROSION INHIBITING ADMIXTURE SHALL BE SIKA FERROGARD-901 OR EQUAL.
20. ALL HORIZONTAL CONCRETE SURFACES EXPOSED TO FREEZE THAW CYCLES SHALL BE
COATED WITH MOXIE 1500 CONCRETE SEALER OR EQUAL. AN ALTERNATIVE IS A SILANE
BASED REACTIVE WATER REPELLENT PENETRATING SEALER.
21. VAPOR BARRIER SHALL BE INSTALLED BELOW SLAB AREAS WHERE INDICATED ON THE
DRAWINGS.
22. VAPOR BARRIER SHALL BE 15 MIL STEGO WRAP VAPOR BARRIER AS MANUFACTURED BY
STEGO INDUSTRIES LLC OR APPROVED EQUAL.
23. VAPOR BARRIER SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS.
1. AREAS OF WORK SHALL BE SUCH THAT DAMAGE TO EXISTING GROUNDS AND FACILITIES IS KEPT
TO A MINIMUM.
2. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS UNLESS NOTED OTHERWISE.
3. COMPACTION SHALL BE AS FOLLOWS:
A. UNDER GRAVEL PAVEMENT AREAS - 95% MODIFIED PROCTOR.
B. UNDER NEW BUILDING FOUNDATIONS AND SLABS - 95% MODIFIED PROCTOR.
C. STOCKPILES - NO REQUIREMENT.
D. ALL OTHER AREAS - 90% MODIFIED PROCTOR.
4. PROCTOR TESTING SHALL BE PERFORMED AS ASTM D1557.
5. SELECT STRUCTURAL FILL SHALL CONSIST OF ROCK, STONE, SLAG, COBBLES, OR GRAVEL
SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT, POOR DURABILITY PARTICLES.
6. SELECT STRUCTURAL FILL SHALL MEET THE FOLLOWING GRADATION:
SIEVE SIZE PERCENT BY WEIGHT PASSING
4" MAX DIM 100
1/4 INCH 30-100
NO. 40 0-50
NO. 200 0-10
7. EXCAVATED SUBSOIL MATERIALS NOT TO BE USED ON THE SITE SHALL BE REMOVED FROM THE
SITE.
8. GEOTEXTILE SHALL BE NON WOVEN 8 OZ/SYD FABRIC GEOTEXTILE BOOM ENVIRONMENTAL
PRODUCTS STYLE AEF 880 AS MANUFACTURED BY GEOTECHNICAL SUPPLY INCORPORATED OR
EQUAL.
1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, “
AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE ” LATEST EDITION. DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, “ DETAILS
AND DETAILING OF CONCRETE REINFORCEMENT ” UNLESS OTHERWISE NOTED ON THE
DRAWINGS. ALL ACI REQUIREMENTS FOR HOT AND COLD WEATHERING CONCRETING MUST
BE ADHERED TO.
2. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS UNLESS
OTHERWISE NOTED ON THE DRAWINGS:
A. SLAB ON GRADE: 4000 PSI, NORMAL WEIGHT
B. ALL OTHER CONCRETE: 4000 PSI, NORMAL WEIGHT
3. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE ON THE
DRAWINGS:
A. SLABS: 3/4 IN
B. ALL CONCRETE EXPOSED TO WEATHER OR EARTH: 2 IN
C. ALL CONCRETE PLACED AGAINST EARTH: 3 IN
4. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE SUPPORTS
FOR ALL ON GRADE BAR REINFORCEMENT AT A MAXIMUM SPACING OF 4'-6" OC. CARE SHALL
BE TAKEN TO MAINTAIN REINFORCEMENT CLEAR DIMENSIONS.
5. ALL BAR SPLICES SHALL BE CLASS B TENSION LAP SPLICES, UNLESS OTHERWISE NOTED.
6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SUPPORT WIRE FABRIC WITH CHAIRS
OR LIFTS, DURING CONCRETE PLACEMENT TO ENSURE PROPER POSITION IN SLAB.
7. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF
REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO
FURNISH SUPPORT FOR ALL BARS.
8. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI-318, CHAPTER 6.4. SUBMIT SHOP
DRAWINGS SHOWING CONSTRUCTION JOINT DETAILS, LOCATIONS AND THE SEQUENCE OF
POURS FOR THE STRUCTURAL ENGINEER'S REVIEW PRIOR TO BEGINNING WORK.
9. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN SLABS UNLESS
SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED IN WRITING PRIOR TO
CONSTRUCTION BY THE ENGINEER.
10. NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED WITH IN ANY WAY AFTER
SAID TEST IS PERFORMED. REPEAT TEST IF WATER IS ADDED AFTER INITIAL SAMPLING.
11. THE CONTRACTOR SHALL PROVIDE REINFORCING STEEL ERECTOR WITH A SET OF
APPROVED SHOP DRAWINGS FOR FIELD USE.
12. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO ¼ INCH
AMPLITUDE FOR THE ENTIRE INTERSECTING SURFACE ACCORDING TO ACI
RECOMMENDATIONS AND APPLY A BONDING AGENT AS REQUIRED.
13. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE
SLEEVES, CURBS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED.
14. CONTRACTOR SHALL COORDINATE LOCATION OF INSERTS, WELDED PLATES AND OTHER
ITEMS TO BE EMBEDDED IN CONCRETE WITH THE ARCHITECTURAL AND MECHANICAL
DRAWINGS.
15. CONTRACTOR SHALL COORDINATE LOCATION OF FLOOR DRAINS, CURBS, CONCRETE PADS
AND FLOOR DEPRESSIONS, ETC., WITH THE MECHANICAL DRAWINGS.
16. HORIZONTAL PIPES OR CONDUITS SHALL NOT BE PLACED IN SLABS.
17. ALL SLABS SHALL BE FLAT AND LEVEL PER THE CONCRETE SPECIFICATIONS. THE CONCRETE
CONTRACTOR SHALL INCLUDE IN THEIR BID ANY EXCESS CONCRETE REQUIRED DUE TO
SUPPORT MEMBER DEFLECTION TO POUR SLABS FLAT AND LEVEL. THE CONCRETE PLACING
PROCEDURE SHALL BE CONTROLLED TO MINIMIZE SUPPORT MEMBER DEFLECTION.
18. ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE DRAWINGS.
SPLICING & EMBEDMENT SHALL BE IN ACCORDANCE W/ ACI 318 WHERE NOT SPECIFICALLY
INDICATED ON THE DRAWINGS, ALL REINFORCING BARS SHALL BE LAPPED USING THE SPLICE
LENGTHS IN THE "EMBEDMENT AND SPLICE LENGTH SCHEDULE"
A. THE SCHEDULE BELOW INCLUDES SPLICES AND EMBEDMENT LENGTHS WHICH SATISFY
THE FOLLOWING CRITERIA:
a. fy = 60,000 PSI
b. f'c = 4,000 PSI
c. CONC WEIGHT = 150 LB/CU.FT
B. CLASS "B" SPLICE TO BE USED IN ALL CASES.
C. WHERE BARS OF DIFFERENT SIZE ARE TO BE SPLICED, THE LONGEST REQUIRED LENGTH
CONTROLS.
EMBEDMENT &
SPLICE LENGTH
#3 #4 #5 #6 #7 #8 #9
#10 #11
EMBEDMENT LENGTH
LTE LTS
LAP SPLICE LENGTHBAR SIZE
EARTHWORK NOTES:
1. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS, COMPLY WITH THE APPLICABLE
REQUIREMENTS OF THE 2021 MAINE UNIFORM BUILDING CODE (IBC 2021 WITH
AMENDMENTS AND ADDITIONS).
2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE 2021 MAINE UNIFORM
BUILDING CODE AND ALL APPLICABLE FEDERAL AND STATE CODES, STANDARDS,
REGULATIONS AND LAWS.
3. ALL REFERENCED STANDARDS REFER TO THE EDITION IN FORCE AT THE TIME THESE
PLANS AND SPECIFICATIONS ARE ISSUED FOR PERMIT.
4. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE
SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.
5. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE
MOST STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO
DEVIATION FROM CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL OF THE
ENGINEER.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE
WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT
SHOP DRAWINGS AND FIELD CONDITIONS.
7. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES
FROM ALL DAMAGE.
8. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
9. THE PLAN AND DETAILS HERE IN ARE BASED ON LIMITED SITE OBSERVATIONS AND
EXISTING DRAWINGS. ANY DISCREPANCIES BETWEEN EXISTING FIELD CONDITIONS AND
THE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
10. THE STRUCTURES ARE DESIGNED FOR THE FOLLOWING UNIFORMLY DISTRIBUTED LOADS:
A. LIVE LOADS
ROOF: 20 PSF
B. SNOW LOADS
GROUND SNOW LOAD = 50 PSF
FLAT ROOF SNOW LOAD = 42.4 PSF
SNOW DRIFTS PER ASCE 7-16 & CALCULATED FLAT ROOF SNOW LOAD
IMPORTANCE FACTOR = 1.10
C. WIND LOADS
BASIC WIND SPEED (Vult) = 126 MPH
EXPOSURE "B"
RISK CATEGORY III
D. SEISMIC LOADS
SPECTRAL ACCELERATIONS: Ss=0.217, S1=0.063
IMPORTANCE FACTOR: I=1.25
SEISMIC DESIGN CATEGORY: "B"
SEISMIC RESISTING SYSTEM:
"STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE"
1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, “ MANUAL OF STEEL CONSTRUCTION, ASD (LATEST
EDITION)".
2. ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE AISC “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”,
LATEST EDITION.
3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED ON
THE DRAWINGS:
A. ALL ROLLED SHAPES AND CHANNELS: ASTM A-572 OR A-992, MIN. YIELD STRENGTH OF
50 KSI
B. MISCELLANEOUS ANGLES: ASTM A-36, MIN YIELD STRENGTH OF 36 KSI
C. HOLLOW STRUCTURAL STEEL SECTIONS, (TUBES AND PIPES): ASTM A500 GRADE B, MIN
YIELD STRENGTH OF 42 KSI FOR PIPES AND 46 KSI FOR TUBES.
4. ALL CONNECTION MATERIAL AND BASE PLATES SHALL CONFORM TO ASTM STANDARD A-36
(36KSI).
5. ALL SHOP OR FIELD BOLTED CONNECTIONS SHALL USE 3/4 INCH DIAMETER A325 N BOLTS IN
STANDARD HOLES OR 1 INCH DIAMETER A490 N BOLTS IN STANDARD HOLES, UNLESS
NOTED OTHERWISE. NUTS SHALL CONFORM TO ASTM A563 AND WASHERS SHALL
CONFORM TO ASTM A-F346.
6. OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS
SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER.
7. ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS WHICH
SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD IS COMPLETED.
8. ALL WELD BACK UP BARS SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD IS
COMPLETED, UNLESS NOTED OTHERWISE.
9. ALL WELDS INDICATED SHALL MEET THE MINIMUM WELD SIZE SPECIFIED BY THE AISC
MANUAL OF STEEL DESIGN. (SINGLE PASS AS REQUIRED)
10. ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S.
SPECIFICATIONS, LATEST EDITIONS. ALL WELDING ELECTRODES SHALL CONFORM TO
A.W.S. A5.1 GRADE E-70. BARE ELECTRODES AND GRANULAR FLUX SHALL CONFORM TO
A.W.S. A5.17, F70 A.W.S. FLUX CLASSIFICATION.
11. ALTERNATE CONNECTIONS WILL BE ACCEPTED ONLY WITH THE WRITTEN APPROVAL OF
THE ENGINEER. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF THE
ACCEPTABILITY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE
SPECIFIC DETAILS SHOWN ON THE DRAWINGS. IN ANY EVENT THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH THEY PROPOSE.
12. SHOP AND FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE
BOLTED OR WELDED.
13. WHEN NOT SPECIFICALLY DETAILED ELSEWHERE ON THE DRAWINGS, ALL BEAM TO BEAM
AND BEAM TO COLUMN CONNECTIONS SHALL BE DETAILED AS SHOWN IN THE TYPICAL
BEAM CONNECTION DETAILS.
14. ALL BEAM AND GIRDERS SHALL BE CONNECTED FOR 115% OF THE REACTION DENOTED BY
THE SYMBOL V ON THE PLAN. PROVIDE A MINIMUM 2 BOLT CONNECTION. IF NO REACTION IS
GIVEN PROVIDE CONNECTION FOLLOWING NOTE BELOW.
15. ALL BEAM AND GIRDER CONNECTIONS SHALL BE AT LEAST CAPABLE OF DEVELOPING THE
UNIFORMLY DISTRIBUTED LOAD CAPACITY OF THE MEMBER USING THE REACTION FROM
THE ALLOWABLE LOAD OF BEAM AS TABULATED IN THE AISC MANUAL OF STEEL
CONSTRUCTION LATEST EDITION UNLESS NOTED OTHERWISE. FOR COMPOSITE BEAMS
MULTIPLY THE REACTION BY THE RATIO Str/S WHERE Str = SECTION MODULUS OF THE
TRANSFORMED COMPOSITE CROSS SECTION WITH RESPECT TO THE BOTTOM FLANGE,
AND S= SECTION MODULUS OF THE STRUCTURAL STEEL ALONE.
16. ALL HOLES AND CUTS SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP.
CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE
PERMITTED.
17. THE CONTRACTOR OR CONSTRUCTION MANAGER SHALL COORDINATE BOTTOM OF BASE
PLATE ELEVATIONS. REPORT ANY DISCREPANCIES TO THE EOR.
18. THE MAXIMUM LOAD HUNG FROM ANY BEAM FOR MEP DUCTWORK, PIPING ETC SHALL BE
DISTRIBUTED TO THE BEAM'S TRIBUTARY AREA IN A WAY THAT THE ALLOWABLE DESIGN
LOADS LISTED IN THE GENERAL NOTES ARE NOT EXCEEDED. THE CONTRACTOR SHALL
COORDINATE THE LOADS OF ALL TRADES AND PROVIDE ADDITIONAL SUPPORT OR
DISTRIBUTION FRAMING AS REQUIRED TO ACHIEVE THESE LOADS.
19. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS, MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. THE
CONTRACTOR IS RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES,
ETC., WITH THE WORK OF THE OTHER TRADES.
20. PROVIDE ANY TEMPORARY BRACING OR GUYS TO PROVIDE LATERAL SUPPORT OF THE
STRUCTURES AND INDIVIDUAL ELEMENTS UNTIL PERMANENT FRAME IS COMPLETELY
INSTALLED.
21. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED.
22. ALL TUBE & PIPE SECTIONS EXPOSED TO WEATHER SHALL HAVE OPEN ENDS CAPPED WITH
1/4" PLATE.
23. ALL STRUCTURAL STEEL TO RECEIVE SPRAY APPLIED FIRE PROTECTION SHALL BE LEFT
UNCOATED.
24. FOR EXPOSED INTERIOR STRUCTURAL STEEL, REFER TO ARCHITECTURAL DRAWINGS AND
SPECIFICATIONS FOR SURFACE PREPARATION AND FINISH REQUIREMENTS.
25. STEEL FABRICATOR SHALL COORDINATE ALL HOLE LOCATIONS FOR SIMPSON TIE DOWN
ANCHORS. ALL HOLES SHALL BE SHOP DRILLED THROUGH BEAM FLANGES.
26. SHOP DRAWINGS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE ENGINEER.
SHOP DRAWINGS SHALL INCLUDE DETAILS FOR FABRICATION INCLUDING MEMBER MARK,
TYPE, SIZE, CONNECTION, CONNECTION ACCESSORIES, ETC.
CONCRETE NOTES REINFORCED CONCRETE NOTES
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US COAST GUARD
CIVIL ENGINEERING
N/A N/A
E1 STRUCTURAL UPH 1ST FLOOR SLAB PLAN
SCALE: 1/8" = 1'-0"
KEYMAP:
AREA OF WORK
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1/
US COAST GUARD
CIVIL ENGINEERING
N/A N/A
0 8'4' 16'E1 STRUCTURAL UPH SECOND FLOOR & LOWER ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
0 8'4' 16'A1 STRUCTURAL UPH SECOND FLOOR & LOWER ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
M
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A
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S-
KEYMAP:
AREA OF WORK
fbushey Text Box
SFO
FO
ERV REPLACEMENT TO BE COORD W/
MECH DWGS. IF CURB FOOTPRINT
INCREASES, ADD ROOF FRM BELOW,
SEE DTL E1/S-501
ROOF OPENING LOCATION FOR NEW
ERV UNIT TO BE VERIFIED W/ MECH
DWGS. SEE DTL E7/S-501
LOWER ROOF FRAMING,
SEE S-102
EX 14" OWSJ
@ 3'-0" OC, VIF
EX ROOF FRAMING BELOW
CURB TO BE VIF
EX STEEL FRM, SPACING
VIF IF NECESSARY
EX STEEL FRM, SPACING
VIF IF NECESSARY
EX STEEL FRM, SPACING
VIF IF NECESSARY EX STEEL FRM, SPACING
VIF IF NECESSARY
EX BRG
WALL, VIF
FO
ROOF OPENING LOCATION FOR NEW
ERV UNIT TO BE VERIFIED W/ MECH
DWGS. SEE DTL E7/S-501
EX ROOF FRM BELOW
CURB TO BE VIF
ERV REPLACEMENT TO BE COORD W/
MECH DWGS. IF CURB FOOTPRINT
INCREASES, ADD ROOF FRM BELOW,
SEE DTL E1/S-501
EX 14" OWSJ
@ 3'-0" OC, VIF
DE
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B Y:
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1/
US COAST GUARD
CIVIL ENGINEERING
N/A N/A
0 8'4' 16'E1 STRUCTURAL UPH ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
0 8'4' 16'A1 STRUCTURAL UPH ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
M
AT
CH
LI
NE
A
-A
SE
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SH
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S-
KEYMAP:
AREA OF WORK
fbushey Text Box
SFO
EX ROOF CONSTR, RIGID
INSULATION ON 1-1/2" METAL
ROOF DECK, VIF
EX OPEN WEB
STEEL JOIST, VIF
SUPPORT CURB, VERIFY SIZE
AND CONSTR W/ MANUF
MECH OPENINGS IN CURB TO BE
COORDINATED W/ MECH DWGS. SEE
DTL E7/S-501 FOR OPENING
FRAMING
STEEL FRAMING BELOW MECH CURB,
SEE DTL E7/S-501. FINAL CURB
LOCATION TO BE VERIFIED W/ MECH
DWGS
JOIST STIFFENERS,
SEE DTL E4/S-501
NOTE:
1. JOIST STIFFENER REQUIRED WHERE POINT LOAD
EXCEEDING 100 LBS IS PLACED ANYWHERE
BETWEEN PANEL POINTS
JOIST STIFFENER,
2L2X2X1/4, PLACED ON
EACH SIDE OF JOIST
CL
P
AN
EL
PO
IN
T
CL
P
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LO
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PO
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T
CL
PA
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L
CL
P
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LO
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1/4 1/4
TYP
EXISTING OPEN WEB STEEL
JOIST, SEE PLAN
TO ROOF JST
CO
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RA
CT
OR
C
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RD
TYP METAL DECK OPENINGS
CL
F
RA
M
IN
G
SE
E
PL
AN
CONTRACTOR COORD OPENING LOCATION WITH MECH DWGS
CLIP ANGLE, TYP
FASTEN DECK AT EACH RIB
AT OPENINGS, TYP
L6X4X 5
16 LLV
TYP
PROVIDE BLOCKING INSIDE
DECK RIBS BETWEEN DECK AND
SUPPORTING MEMBER WHERE
CURB OCCURS ABOVE
1/4 1/4
3 SIDES
3/16
L6X4X5/16
L6X4X5/16X0'-5" SEAT
CONNECTION, LLV, TYP
A
3/16
STEEL DECK
DETAIL A
NOTE:
1. TYPICAL FRAMED OPENING INDICATED
"FO" ON FRAMING PLAN
CL
F
RA
M
IN
G
SE
E
PL
AN
MECH PIPING, DEPTH &
LOCATION TO BE COORD
W/ MECH DWGS
VAPOR BARRIER
EX SLAB, 4"±
THK, VIF
NON-WOVEN
GEO-FABRIC
MIN 6" THK LAYER OF 34"
CLEAN CRUSHED STONE
SLAB INFILL TO MATCH
ORIGINAL THK. SLAB TO INFILL
BELOW UNDERMINED EX SLAB
#5 BAR, 1'-4", 8" EMBED INTO
EX SLAB, @ 1'-4" OC
2'-0"± VIF
COMPACTED
STRUCTURAL FILL
UNDISTURBED
SOIL, TYP
EQ EQ
BONDING AGENT BTWN
EX & PROP CONC
4" V
IF
DE
SI
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B Y:
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CT
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BARRACKS/GALLEY
BUILDING
S-501
P2
P2
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1/
US COAST GUARD
CIVIL ENGINEERING
N/A N/A
E1 MECHANICAL CURB FRAMING
SCALE: 3/4" = 1'-0" E4 TYP JOIST STIFFENER
SCALE: 3/4" = 1'-0" E7 TYP METAL DECK OPENINGS
SCALE: 3/4" = 1'-0"
C1 TYP CONCRETE SLAB INFILL
SCALE: 3/4" = 1'-0"
fbushey Text Box
SFO
UP
D01 D01 D01
HOISTWAY
OFFICE
101C
OFFICE
101B
OFFICE
101A
CORRIDOR
OFFICE
102B
OFFICE
102A
STORAGE
EXCHANGE
EM SHOP
EXCHANGE OFFICE
104A
FUEL TANK
STORAGE
CARPENTRY SHOP
METAL SHOP
MEN
WOMEN
SUPPLY/STORAGE
JC
LOBBY
CORRIDOR
MK SHOP STORAGE
ANT SHOP STORAGE
BATTERY
127OFFICE
STAIR 1
109 STAIR 2
GUARD SHACK
121A
VEST.
130 STAIR 3
D07
D07
D07 D07
D07
D07
D07
D07
D07
D07
D07
D07
D09
D08
D07 D08 D07 D08
D08
D01
1.
2.
3.
4.
5.
6.
ITEMS TO BE REMOVED SHOWN DASHED, TYPICAL.
PATCH AND RESTORE ALL SURFACES TO MATCH ADJACENT SURFACES AND MATERIALS AT AREAS OF
DEMOLITION.
PROVIDE TEMPORARY SHORING, BRACING, AND PROTECTION AS REQUIRED FOR ALL AREAS DURING
DEMOLITION AND CONSTRUCTION.
ALL AREAS DESIGNATED AS EXISTING TO REMAIN WITH DEMOLITION, RELATING TO MECHANICAL, PLUMBING, AND ELECTRICAL SHALL BE PATCHED TO MATCH ADJACENT MATERIALS AND FINISHES AS
REQUIRED.
PROVIDE TEMPORARY PROTECTION AT PERIMETER TO MAINTAIN WEATHER TIGHTNESS DURING
DEMOLITION AND CONSTRUCTION.
ALL ITEMS IN SPACES THAT ARE TO REMAIN ARE TO BE PROPERLY PROTECTED INCLUDING FLOORING, MILLWORK, SHELVING, LIGHTING, COUNTERS, ETC.
D01 REMOVE WINDOW & LINTEL - OBI #1
D02
D03
D04
D05
D06
D07
D08 REMOVE FLOORING, BASE & ADHESIVE
D09NOT IN USE REMOVE RECESSED WALK-OFF MAT
(FRAME REMAINS)
NOT IN USE
NOT IN USE
REMOVE SUSPENDED CEILING, WALL
ANGLES, HANGERS, SPEAKERS, GRILLES, FA
DEVICES & LIGHTING
NOT IN USE
NOT IN USE
U.S. COAST GUARD
CIVIL ENGINEERING
(8
) 3
-6
UC
G-
/31 /25
US
CG
C
IV
IL
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NG
IN
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RI
NG
U
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PR
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SOUTHWEST
HARBOR
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LI
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1/8" = 1'-0"A1 DEMO PLAN - 1ST FLOOR
SHEET KEYNOTES:
GENERAL SHEET NOTES:
NORTH
PLAN
TR
UE N
0 8' 16'4'
DN
UP
DN
DN
D01 D01D01
D01 D01 D01 D01 D01 D01
STAIR 2
STAIR 3
OFFICE
OFFICE
OFFICE
228A
OFFICE
OIC
MEN
OFFICE
RESERVES
CORRIDOR
WOMEN'S
KITCHENETTE
D07
D07
D07D07D07
D07
D07
D07
D07
D07
D07
D07
1.
2.
3.
4.
5.
6.
ITEMS TO BE REMOVED SHOWN DASHED, TYPICAL.
PATCH AND RESTORE ALL SURFACES TO MATCH ADJACENT SURFACES AND MATERIALS AT AREAS OF
DEMOLITION.
PROVIDE TEMPORARY SHORING, BRACING, AND PROTECTION AS REQUIRED FOR ALL AREAS DURING
DEMOLITION AND CONSTRUCTION.
ALL AREAS DESIGNATED AS EXISTING TO REMAIN WITH DEMOLITION, RELATING TO MECHANICAL, PLUMBING, AND ELECTRICAL SHALL BE PATCHED TO MATCH ADJACENT MATERIALS AND FINISHES AS
REQUIRED.
PROVIDE TEMPORARY PROTECTION AT PERIMETER TO MAINTAIN WEATHER TIGHTNESS DURING
DEMOLITION AND CONSTRUCTION.
ALL ITEMS IN SPACES THAT ARE TO REMAIN ARE TO BE PROPERLY PROTECTED INCLUDING FLOORING, MILLWORK, SHELVING, LIGHTING, COUNTERS, ETC.
D01 REMOVE WINDOW & LINTEL - OBI #1
D02
D03
D04
D05
D06
D07
D08 REMOVE FLOORING, BASE & ADHESIVE
D09NOT IN USE REMOVE RECESSED WALK-OFF MAT
(FRAME REMAINS)
NOT IN USE
NOT IN USE
REMOVE SUSPENDED CEILING, WALL
ANGLES, HANGERS, SPEAKERS, GRILLES, FA
DEVICES & LIGHTING
NOT IN USE
NOT IN USE
D01 D01
D01
D01
D01 D01 D01 D01
STAIR 1
STAIR 2
HOISTWAY
238 OFFICE
201A
ELECTRONICS SHOP
CLASSROOM
COMM. CENTER
OPS OFFICE
OPS CENTER
ARMORY
OFFICE
MECH.
MEN
WOMEN
OFFICE
222A
OFFICE
SERVER ROOM
OFFICE
222D
OFFICE
222C
OFFICE
222B
GENERATOR
OFFICE
JC
CORRIDOR
D07
D07 D07
D07 D07 D07
D07
D07
D07
D07
D07 D07
D07
D07
D07
D07D07
D07 D08D07 D08
D07 D08
D01
U.S. COAST GUARD
CIVIL ENGINEERING
(8
) 3
-6
UC
G-
/31 /25
US
CG
C
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RI
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PR
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W
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LA
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N
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B
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TA
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A
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M
PC
SO
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HW
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T
HA
RB
OR
MA
JO
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OR
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9 1087654321
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SHEET ID
ME
MM
B
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2N D
3R
D
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A-102
JO
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LI
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BR
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N
JO
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-A
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.d wg
1/8" = 1'-0"A6 DEMO PLAN - 3RD FLOOR
1/8" = 1'-0"C1 DEMO PLAN - 2ND FLOOR
SHEET KEYNOTES:
GENERAL SHEET NOTES:
NORTH
PLAN
TR
UE N
NORTH
PLAN
TR
UE N
0 8' 16'4'
0 8' 16'4'
UP
UP
DN
DN
DN
DN
D01
D01
D02
D06 D12
D03
D04
D05
D04
D03
D07
D07
D07
KITCHEN
DINING
JC
STOR.
VEST.
DRY STOR.
OFFICE
LOBBY
VEST.
BR
BR
LOCKER
BEDROOM
BEDROOM
BEDROOM
BEDROOM
BR
BR
BR
BR
BEDROOM
BEDROOM
STORAGE
LAUNDRY
BOILER
LOUNGE
STAIR 1
BR
VEST.
VEST.
BR
MEDICAL OFFICE
EXERCISE
BR
STOR.
VEST.
STAIR 2
BR
STOR
VEST.
BR
STOR.
WARDROOM
D08
D09
D10 D11
D13
D13
D13
D13D13D13D13
D13 D13
D13
D13
D13 D13
D13
D14
D14
D14
D14
D15
D15
D01
D16
1.
2.
3.
4.
5.
6.
ITEMS TO BE REMOVED SHOWN DASHED, TYPICAL.
PATCH AND RESTORE ALL SURFACES TO MATCH ADJACENT SURFACES AND MATERIALS AT
AREAS OF DEMOLITION.
PROVIDE TEMPORARY SHORING, BRACING, AND PROTECTION AS REQUIRED FOR ALL AREAS
DURING DEMOLITION AND CONSTRUCTION.
ALL AREAS DESIGNATED AS EXISTING TO REMAIN WITH DEMOLITION, RELATING TO
MECHANICAL, PLUMBING, AND ELECTRICAL SHALL BE PATCHED TO MATCH ADJACENT
MATERIALS AND FINISHES AS REQUIRED.
PROVIDE TEMPORARY PROTECTION AT PERIMETER TO MAINTAIN WEATHER TIGHTNESS
DURING DEMOLITION AND CONSTRUCTION.
ALL ITEMS IN SPACES THAT ARE TO REMAIN ARE TO BE PROPERLY PROTECTED INCLUDING
FLOORING, MILLWORK, SHELVING, LIGHTING, COUNTERS, ETC.
D01 REMOVE QUARRY TILE. MAKE SAFE, DISCONNECT &
RELOCATE ALL EQUIPMENT TEMPORARILY & REINSTALL.
D02
D03
D04
D05
D06
D07
D08 REMOVE WOOD FLOORING
D09
D10
D11
D12
D13
D14
REMOVE STEAM TABLE
REMOVE WALL
REMOVE EXTERIOR WINDOW
REMOVE WITH METAL STUDS, BATT
INSULATION, AND GWB DOOR
REMOVE FIRE SHUTTER -40"W X 48"H
REMOVE REFRIGERATOR
REMOVE WAINSCOTING
REMOVE CEILING & LIGHTING
REMOVE CASEWORK & SINK
REMOVE FIRE SHUTTER - 88"W X 48"H
REMOVE PLUMBING FIXTURES & WALL FINISHES FOR
WATER LINE ACCESS - OBI #3
AREAS OF SUSPENDED CEILING REMOVAL FOR WATER
LINE REPLACEMENT SCOPE - OBI #3
D15 REMOVE ACT CEILING. SALVAGE LIGHT FIXTURES FOR
REINSTALLATION
EQUIP.
BR
BEDROOM
BRIDLE OFFICE
LOCKER
BEDROOM
BEDROOM
BR
BR
BR
BR
BEDROOM
BEDROOM
BEDROOM
BEDROOM
BEDROOM
STAIR 1
BR
BR
BR
BR
LOUNGE
EXERCISE
BR
BR
CORR.
STAIR 2
220 BR
BR
STOR.
D13
D13
D13D13D13D13
D13 D13
D13
D13
D13
D13 D13
U.S. COAST GUARD
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C
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U
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S
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LA
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N
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B
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A
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M
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SO
UT
HW
ES
T
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RB
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MA
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R M&
R, S
FO
S
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W
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T
HA
RB
OR
SFO
SOUTHWEST
HARBOR
SF
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SO
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HW
ES
T
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9 1087654321
B
A
D
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F
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AS
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R:
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S
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MA
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DA
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SC
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PT
IO
N
US
CG
P
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JE
CT
N
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BE
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US
CG
D
RA
W
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NU
MB
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US
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F
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EN
AM
E
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EC
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GI
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DE
SI
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B Y:
ED
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B
Y:
DR
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N
BY
CH
EC
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D
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CO
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UL
TI
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A
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A/ E
CO
MP
AN
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A/ E
PR
OJ
EC
T
NU
MB
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BI
D
DO
CU
ME
NT
S
S
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AI
N
ST
., U
NI
ON
VI
LL
E, C T ed m S
TU
DI
O
D.
M
IL
ES
P2
SHEET ID
ME
UP
H
- D
EM
OL
IT
IO
N
PL
AN
S
A-105
JO
HN
IN
ES
ON
Li nd sa y B ro wn
Jo hn
In es on
JO
HN
IN
ES
ON
AR
CH
IT
EC
TU
RE
P2
-A -1
.d wg
1/8" = 1'-0"A2 DEMOLITION PLAN - 1ST FLOOR
1/8" = 1'-0"D2 DEMOLITION PLAN - 2ND FLOOR
SHEET KEYNOTES:
GENERAL SHEET NOTES:
NORTH
PLAN
TRUE N
NORTH
PLAN
TRUE N
0 8' 16'4'
0 8' 16'4'
UP
A-202 E1
A-201 A1
A-201 E1
A-202 A1
A01 A01 A01
HOISTWAY
OFFICE
101C
OFFICE
101B
OFFICE
101A
CORRIDOR
OFFICE
102B
OFFICE
102A
STORAGE
EXCHANGE
EM SHOP
EXCHANGE OFFICE
104A
FUEL TANK
STORAGE
CARPENTRY SHOP
METAL SHOP
MEN
WOMEN
117 SUPPLY/STORAGE
JC
LOBBY
CORRIDOR
MK SHOP STORAGE
ANT SHOP STORAGE
BATTERY
OFFICE
STAIR 1
STAIR 2
GUARD SHACK
121A
VEST.
STAIR 3
A1 A-301
E1 A-301
C6 A-301
C1 A-301
VIF
3'-6 3/4"
VIF
32'-2 1/2"
VIF
64'-9 1/4"
VIF
11'-1 1/2"
VIF
63'-9 1/4"
VIF
17'-8"
VIF
19'-10 1/2"
VIF
7'-9 1/2"
VIF
3'-9"
VIF
6'-10 1/4"
VIF
25'-4 1/4"
VIF
30'-5 1/4"
VIF
34'-4"
VI
F
'-3
VI
F
'-0 3/
4"
VIF
8'-2"
VIF
111'-4 1/4"
VI
F
'-1
0 3 /4"
VI
F
1'- 3 1
/2"
VI
F 5'-
1 3 /4"
VI
F
1'- 9"
VI
F
'-1
0"
VI
F
'-8
VI
F
'-3
3/ 4"
VI
F
'-4
1/ 2"
VI
F
'-2
VI
F 8'-
2"
A01
1.
2.
3.
4.
5.
6.
7.
SEE SHEET G-002 FOR TYPICAL SYMBOLS AND DRAWING CONVENTIONS.
REPAIR/REPLACE ALL IMPACTED FINISHES TO MATCH EXISTING.
ALL OPENINGS SHALL BE FIRE STOPPED AS REQUIRED BY CODE.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EQUIPMENT
INFORMATION.
ALL EXISTING WALLS IN CONSTRUCTION ZONE TO BE REPAIRED, PATCHED, AND FINISHED TO
MATCH EXISTING ADJACENT.
SEE SHEET A-601 FOR WINDOW DETAILS.
SEE SHEET A-631 FOR FINISH SCHEDULES AND INFORMATION.
A01 REPLACEMENT WINDOW & STEEL LINTEL - OBI #1,
REFERENCE DETAIL 4/A-401
A12 PROVIDE 2-HOUR FIRE-RATED GYPSUM WALLBOARD AND METAL STUD INFILL
PARTITIONS TO CLOSE ALL EXISTING OPENINGS BETWEEN THE TOP OF THE
EXISTING CMU WALLS AND THE ROOF DECK ABOVE. FIRE-SAFE AND SEAL ALL
PENETRATIONS AND PERIMETERS OF INFILL PARTITIONS. 2- HOUR WALL TO BE
EQUAL TO UL DESIGN #U-41S
U.S. COAST GUARD
CIVIL ENGINEERING
(8
) 3
-6
UC
G-
/31 /25
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T
PR
OV
ID
IL
VE
RT
S
TR
EE
T, S
UI
TE
W
AR
W
IC
K, R
HO
DE
IS
LA
ND
N
EW
B
RI
TA
IN
A
VE
, 0
ED
M
PC
SO
UT
HW
ES
T
HA
RB
OR
MA
JO
R M&
R, S
FO
S
OU
TH
W
ES
T
HA
RB
OR
SFO
SOUTHWEST
HARBOR
SF
O
SO
UT
HW
ES
T
HA
RB
OR
9 1087654321
B
A
D
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F
ME
AS
UR
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BA
R:
1"
HA
LF
S
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1/2
MA
RK
DA
TE
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SC
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PT
IO
N
US
CG
P
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JE
CT
N
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BE
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US
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F
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GI
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DE
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B Y:
ED
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B
Y:
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BY
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EC
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A/ E
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A/ E
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MB
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CU
ME
NT
S
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AI
N
ST
., U
NI
ON
VI
LL
E, C T ed m S
TU
DI
O
D.
M
IL
ES
P2
SHEET ID
ME
MM
B
- C
ON
ST
RU
CT
IO
N
PL
AN
1S T
FL
OO
R
A-111
JO
HN
IN
ES
ON
LI
ND
SA
Y
BR
OW
N
JO
HN
IN
ES
ON
AR
CH
IT
EC
TU
RA
L P2
-A
-1
.d wg
1/8" = 1'-0"A1 CONSTRUCTION PLAN - 1ST FLOOR
SHEET KEYNOTES:
GENERAL SHEET NOTES:
NORTH
PLAN
TR
UE N
0 8' 16'4'
UP
DN
DN
UP
A-202 E1
A-201 A1
A01
A01A01
A01 A01 A01 A01 A01 A01
STAIR 2
STAIR 3
OFFICE
OFFICE
OFFICE
228A
OFFICE
OIC
MEN
OFFICE
RESERVES
CORRIDOR
WOMEN'S
KITCHENETTE
A1 A-301
C6 A-301
C1 A-301
SHOP ROOF
R07
VEST. ROOF
R06
VIF
112'-2 1/4"
VIF
112'-2 1/4"
VI
F
'-3
10'-2 11/32"
1.
2.
3.
4.
5.
6.
7.
SEE SHEET G-002 FOR TYPICAL SYMBOLS AND DRAWING CONVENTIONS.
REPAIR/REPLACE ALL IMPACTED FINISHES TO MATCH EXISTING.
ALL OPENINGS SHALL BE FIRE STOPPED AS REQUIRED BY CODE.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EQUIPMENT
INFORMATION.
ALL EXISTING WALLS IN CONSTRUCTION ZONE TO BE REPAIRED, PATCHED, AND FINISHED TO
MATCH EXISTING ADJACENT.
SEE SHEET A-601 FOR WINDOW DETAILS.
SEE SHEET A-631 FOR FINISH SCHEDULES AND INFORMATION.
A01 REPLACEMENT WINDOW & STEEL LINTEL - OBI #1,
REFERENCE DETAIL 4/A-401
A12 PROVIDE 2-HOUR FIRE-RATED GYPSUM WALLBOARD AND METAL STUD INFILL
PARTITIONS TO CLOSE ALL EXISTING OPENINGS BETWEEN THE TOP OF THE
EXISTING CMU WALLS AND THE ROOF DECK ABOVE. FIRE-SAFE AND SEAL ALL
PENETRATIONS AND PERIMETERS OF INFILL PARTITIONS. 2- HOUR WALL TO BE
EQUAL TO UL DESIGN #U-41S
A-201 A1
A-201 E1
A-202 A1
A01 A01
A01
A01
A01 A01 A01 A01
A12
STAIR 1
STAIR 2
HOISTWAY
OFFICE
201A
ELECTRONICS SHOP
CLASSROOM
COMM. CENTER
OPS OFFICE
OPS CENTER
ARMORY
OFFICE
MECH.
MEN
WOMEN
OFFICE
222A
OFFICE
SERVER ROOM
OFFICE
222D
OFFICE
222C
OFFICE
222B
GENERATOR
OFFICE
JC
CORRIDOR
A1 A-301
E1 A-301
C1 A-301
3'-6 3/4"
VIF
101'-1 1/2"
VIF
8'-1 1/2"
VIF
3'-7"
VIF
6'-10 1/4"
VIF
8'-2"
VIF
111'-4 1/4"
VI
F
5'- 1 3
/4"
VI
F
'-3
VI
F
'-3
3/ 4"
VI
F
'-6
1/ 2"
VI
F
8'- 2"
A01
U.S. COAST GUARD
CIVIL ENGINEERING
(8
) 3
-6
UC
G-
/31 /25
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
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PR
OV
ID
IL
VE
RT
S
TR
EE
T, S
UI
TE
W
AR
W
IC
K, R
HO
DE
IS
LA
ND
N
EW
B
RI
TA
IN
A
VE
, 0
ED
M
PC
SO
UT
HW
ES
T
HA
RB
OR
MA
JO
R M&
R, S
FO
S
OU
TH
W
ES
T
HA
RB
OR
SFO
SOUTHWEST
HARBOR
SF
O
SO
UT
HW
ES
T
HA
RB
OR
9 1087654321
B
A
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F
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MA
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B
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A/ E
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A/ E
PR
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MB
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CU
ME
NT
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AI
N
ST
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VI
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TU
DI
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D.
M
IL
ES
P2
SHEET ID
ME
MM
B
- C
ON
ST
RU
CT
IO
N
PL
AN
2N D
3R
D
FL
OO
R
A-112
JO
HN
IN
ES
ON
LI
ND
SA
Y
BR
OW
N
JO
HN
IN
ES
ON
AR
CH
IT
EC
TU
RA
L P2
-A
-1
.d wg
1/8" = 1'-0"A6 CONSTRUCTION PLAN - 3RD FLOOR
1/8" = 1'-0"C1 CONSTRUCTION PLAN - 2ND FLOOR
SHEET KEYNOTES:
GENERAL SHEET NOTES:
NORTH
PLAN
TR
UE N
NORTH
PLAN
TR
UE N
0 8' 16'4'
0 8' 16'4'
VIF
112'-2 1/4"
VIF
11'-1 1/2"
VIF
98'-8 3/4"
VI
F
'-4
3/ 4"
VI
F
'-3
R09
R09
VIF
9'-0 3/4"
VIF
8'-7 1/4"
VI
F
8'- 7 1
/4"
VI
F 7'-
7"
VIF
7'-9 1/2"
VIF
30'-5 1/4"
VI
F
'-4
1/ 2"
VI
F
8'- 2"
VIF
8'-2"
R05 R05
R05
R05
R09
R09
E1 A-113
R02 R03
R02
R03
R02 R03
R02
R03
R02 R03
R02 R03
R02
R03
R02
R03
R02
R03
R02
R03
R02
R03
R02
R03
R02
R03
R02
R03
R02R03
R03
R03
R02
R02
R04R04 R04 R04 R04
R04
R04R04
R04
R04
R04R04
R04
R04R04R04
R04
R04
R04
R04R04R04 E1
A-113
E4 A-113
E4 A-113
E4 A-113
E4 A-113
E1 A-113
E1 A-113
4'- 0"
4'- 0"
4'- 0"
4'- 0"
HIGH ROOF
R05
LOW ROOF
R01
MID ROOF
R02
SUPPLY ROOF
R04
VEST. ROOF
R06
SHOP ROOF
R07
FUEL TANK STOR.
ROOF
R03
A1 A-301
E1 A-301
C6 A-301
C1 A-301
R06
R06
R06
R06
R01
R02
R03
R04
R06
REMOVE EXISTING ROOFING DOWN TO METAL
DECK. REPLACE WITH
PEEL & STICK VAPOR BARRIER
TAPERED POLYISO INSULATION, SECURED TO
DECK
1/2" GYPSUM COVER BOARD, SECURED TO DECK
MODIFIED BITUMEN ROLL ROOFING TOP SHEET
(LAP UNDER AND SEAL INTO EXISTING
ROOFING)
R07
R08
R09
REMOVE & REPLACE FASCIA - BASE BID
REMOVE & REPLACE GUTTER - BASE BID
REMOVE & REPLACE DOWNSPOUT -
BASE BID
R05
OBI #2: REMOVE EXISTING ROOFING
DOWN TO METAL DECK. REPLACE WITH
PEEL & STICK VAPOR BARRIER
R-30 POLYISO INSULATION,
MECHANICALLY FASTENED
1/2" GYPSUM COVER BOARD
80 MIL TPO, FULLY ADHERED
NOT IN USE
NOT IN USE
EXISTING ROOF TO REMAIN
NOT IN USE
BASE TRIM
SEALANT
1 1/2" METAL
WALL PANEL
3 5/8" METAL STUD
@ 16" O.C. W/ 3"
BATT INSULATION
VAPOR BARRIER,
WRAP ENDS
OVER STEEL
METAL ROOF
EDGE
HEAVY-DUTY
GUTTER
CONTINUOUS
P.T. BLOCKING
GROMMETED
FASTENER
EXISTING STEEL
ANGLE
EXISTING STEEL
ANGLE
FILL GAPS W/
CLOSED CELL
SPRAY FOAM
4"
4"
MA
TC
H
EX
IS
TI
NG
T
O
BE
R
EM
OV
ED
3'- 4 1
/2" ,V
IF
EXISTING
CONSTRUCTION
TO REMAIN
1/4" TAPERED
POLYISO
INSULATION,
MECHANICALLY
FASTENED
VAPOR BARRIER,
WRAP ENDS
1/2" GYPSUM
COVER BOARD,
MECHANICALLY
FASTENED
MODIFIED
BITUMEN CAP
SHEET
HEAT WELD
FLASHING STRIP
LAP AND SEAL
MODIFIED BITUMEN
CAP SHEET UNDER
EXISTING ROOFING
EXISTING
CONSTRUCTION
TO REMAIN
R-30 MIN POLYISO
INSULATION,
MECHANICALLY
FASTENED
VAPOR BARRIER,
WRAP ENDS
1/2" GYPSUM
COVER BOARD,
MECHANICALLY
FASTENED
80 MIL TPO,
FULLY ADHERED
HEAT WELD
FLASHING STRIP
4"
4"
MA
TC
H
EX
IS
TI
NG
T
O
BE
R
EM
OV
ED
3'- 4 1
/2" ,V
IF
BASE TRIM
SEALANT
1 1/2" METAL
WALL PANEL
3 5/8" METAL STUD
@ 16" O.C. W/ 3"
BATT INSULATION
VAPOR BARRIER,
WRAP ENDS
OVER STEEL
HEAVY-DUTY
GUTTER
CONTINUOUS
P.T. BLOCKING
GROMMETED
FASTENER
EXISTING STEEL
ANGLE
EXISTING STEEL
ANGLE
METAL ROOF
EDGE
FILL GAPS W/
CLOSED CELL
SPRAY FOAM
TYP. FLAT ROOF
CONSTRUCTION
CONTINUOUS TREATED
WOOD BLOCKING
SHEET METAL FLASHING
PRE-FABRICATED
INSULATED MECH. CURB
BONDING ADHESIVE
ROOF MEMBRANE FLASHING
FASTENER AND SEAM FASTENER
PLATE (MAX 12" O.C.)
BONDING ADHESIVE
TREATED
WOOD
BLOCKING AS
REQUIRED
WATER CUT
OFF MASTIC
MECHANICAL EQUIPMENT, WHERE
REQUIRED, SEE MECHANICAL DRAWINGS
WATER CUT-OFF MASTIC
" M
IN
TYP. FLAT ROOF
CONSTRUCTION
1" M
IN
SEALANT
STAINLESS STEEL
HOSE CLAMP
PRE-FABRICATED
PENETRATION
BOOT
BONDING
ADHESIVE
PIPE (SEE MEP
DRAWINGS)
1'- 0"
M
IN
WATER CUT-
OFF MASTIC
PRESSURE TREATED
6X6 WOOD SLEEPER @ 48" O.C.
OR AS REQ'D FOR EQUIP. ROOF MEMBRANE
FLASHING
METAL CAP FLASHING
PRE-MANUFACTURED
MECHANICAL EQUIPMENT
SUPPORT 18
" M
IN
MECHANICAL UNIT
TYP. FLAT ROOF
CONSTRUCTION
BONDING ADHESIVE
WATER CUT-
OFF MASTIC
U.S. COAST GUARD
CIVIL ENGINEERING
(8
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UC
G-
/31 /25
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
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PR
OV
ID
IL
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S
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W
AR
W
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K, R
HO
DE
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LA
ND
N
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B
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TA
IN
A
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, 0
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M
PC
SO
UT
HW
ES
T
HA
RB
OR
MA
JO
R M&
R, S
FO
S
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W
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T
HA
RB
OR
SFO
SOUTHWEST
HARBOR
SF
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SO
UT
HW
ES
T
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RB
OR
9 1087654321
B
A
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F
ME
AS
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R:
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S
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1/2
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A/ E
CO
MP
AN
Y:
A/ E
PR
OJ
EC
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NU
MB
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DO
CU
ME
NT
S
S
. M
AI
N
ST
., U
NI
ON
VI
LL
E, C T ed m S
TU
DI
O
D.
M
IL
ES
P2
SHEET ID
ME
MM
B
- C
ON
ST
RU
CT
IO
N
PL
AN
RO
OF
A-113
JO
HN
IN
ES
ON
LI
ND
SA
Y
BR
OW
N
JO
HN
IN
ES
ON
AR
CH
IT
EC
TU
RA
L P2
-A
-1
.d wg
1/8" = 1'-0"A1 CONSTRUCTION PLAN - ROOF
1 1/2" = 1'-0"E1 TYP. ROOF EDGE
1 1/2" = 1'-0"E4 TYP. ROOF EDGE - OBI #2
SHEET KEYNOTES:
NORTH
PLAN
TR
UE N
0 8' 16'4'
0 8" 1'-4"4"0 8" 1'-4"4"
3" = 1'-0"C6 MECHANICAL CURB DETAIL
3" = 1'-0"F6 PENETRATION DETAIL
0 4" 8"2"
0 4" 8"2"
3" = 1'-0"C8 EQUIPMENT SUPPORT DETAIL - MEMBRANE
0 4" 8"2"
UP
UP
DN
DN
DN
DN
KITCHEN
DINING
JC
STOR.
VEST.
DRY STOR.
FREEZER
106A
REFRIGERATOR
OFFICE
LOBBY
VEST.
BR
BR
LOCKER
BEDROOM
BEDROOM
BEDROOM
BEDROOM
BR
BR
BR
BR
BEDROOM
BEDROOM
STORAGE
LAUNDRY
BOILER
LOUNGE
STAIR 1
BR
VEST.
VEST.
BR
MEDICAL OFFICE
EXERCISE
BR
STOR.
VEST.
STAIR 2
BR
STOR
VEST.
BR
STOR.
127A01
A03
A04
A06
A07
A08 A09
A10 A10
A10 A10A10A10
A10
A10
A10
A10
A10
A10
VIF
30'-3"
VIF
20'-8 3/4"
VIF
8'-0 1/2"
VIF
7'-11"
VIF
15'-0"
VIF
15'-6"
VIF
15'-0"
VIF
35'-7"
VIF
24'-4"
VI
F
'-4
VI
F
'-1 0 1
/4"
VI
F
'-5 3/
4"
VIF
30'-4"
VIF
21'-4"
VIF
8'-4"
VIF
22'-4 1/2"
VIF
15'-0"
VIF
14'-6"
VIF
15'-0"
VIF
8'-6"
VIF
8'-0"
VIF
29'-0"
VI
F
'-2
VI
F 6'-
0"
VI
F
3'- 8"
VI
F
5'- 0"
VI
F
'-1
0"
VI
F 8'-
8"
VI
F
5'- 9 1
/2"
A-502 B6
A-502 D6
A02
A11
A11 VI
F
7'- 6"
A12
RAMP
UP
1.
2.
3.
4.
5.
6.
7.
SEE SHEET G-002 FOR TYPICAL SYMBOLS AND DRAWING CONVENTIONS.
REPAIR/REPLACE ALL IMPACTED FINISHES TO MATCH EXISTING.
ALL OPENINGS SHALL BE FIRE STOPPED AS REQUIRED BY CODE.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EQUIPMENT
INFORMATION.
ALL EXISTING WALLS IN CONSTRUCTION ZONE TO BE REPAIRED, PATCHED, AND FINISHED TO
MATCH EXISTING ADJACENT.
SEE SHEET A-501 FOR DOOR AND WINDOW INFILL DETAILS.
SEE SHEET A-635 FOR FINISH SCHEDULES AND INFORMATION.
A01 INSTALL STEAM TABLE
A02
A03
A04
A05
A06
A07 INSTALL CONCRETE CONDENSER UNIT PAD
A08
A09
A10
FINISH END OF EXISTING WALL WITH
GWB, PROVIDE CORNER GUARD
INFILL WINDOW OPENING
INFILL DOOR OPENING
NOT IN USE
INSTALL WALK-IN REFRIGERATOR &
FREEZER WITH EXTERNAL COMPRESSOR
INSTALL NEW FIRE SHUTTER IN
EXISTING OPENING - 40"W X 48"H
INSTALL NEW FIRE SHUTTER IN
EXISTING OPENING - 40"W X 48"H
INSTALL WATER-RESISTANT GYP. BOARD
FINISHES & PLUMBING FIXTURE
REPLACEMENT - OBI #3
A11 REPLACE ACT CEILING. REINSTALL LIGHTING IN
ORIGINAL LOCATIONS
A12 REPLACEMENT KITCHEN HOOD -
MODIFY/REPLACE EXISTING SUSPENDED
CEILING TILE AND GRID FOR HOOD INSTALL
EQUIP.
BR
BEDROOM
BRIDLE OFFICE
LOCKER
BEDROOM
BEDROOM
BR
BR
BR
BR
BEDROOM
BEDROOM
BEDROOM
BEDROOM
BEDROOM
STAIR 1
BR
BR
BR
BR
LOUNGE
EXERCISE
BR
BR
CORR.
STAIR 2
BR
BR
STOR.
A10 A10
A10 A10A10A10
A10
A10
A10
A10 A10
A10
A10
LOW ROOF
VIF
8'-4"
VIF
22'-4 1/2"
VIF
15'-0"
VIF
14'-6"
VIF
15'-0"
VIF
8'-6"
VIF
8'-0"
VIF
29'-0"
VI
F
'-4
VI
F
'-1 0 1
/4"
VI
F
'-5 3/
4"
VIF
8'-11 1/2"
VIF
7'-11"
VIF
15'-0"
VIF
15'-6"
VIF
15'-0"
VIF
35'-7"
VIF
24'-4"
VI
F
3'- 8"
VI
F
5'- 0"
VI
F
'-1
0"
VI
F 8'-
8"
INTERIOREXTERIOR
EXISTING WALL
CONTINUOUS 10 MIL
VAPOR RETARDER
6" GALV. STUD @ 16" O.C.
WITH R-21 FIBERGLASS
BATT INSULATION
1" PREFINISHED
INSULATED METAL PANEL
2-PIECE CAP, MAPES MIN-68
RECEPTOR & MIN-67 CAP.
WEEP HOLES BY INSTALLER
BACKER ROD &
SEALANT, ALL SIDES
SHIM
PRE-FINISHED ALUM.
WINDOW HEAD
FLASHING
ADHESIVE 12" O.C.
VERTICALLY ON FURRING
2-PIECE CAP, MAPES
MIN-68 RECEPTOR &
MIN-67 CAP
BACKER ROD &
SEALANT, ALL SIDES
SHIM
EXISTING BLOCKING
ISOLATION STRIP
ISOLATION STRIP
PREFINISHED ALUM. SILL
W/ BACK & END DAM,
SET FASTENERS IN
WATER CUT-OFF MASTIC
6" GALV. STUD TRACK,
SECURE TO BLOCKING
EXISTING WALL
5/8" GYPSUM WALL BOARD
(PAINTED)
U.S. COAST GUARD
CIVIL ENGINEERING
(8
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UC
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1/8" = 1'-0"A2 CONSTRUCTION PLAN - 1ST FLOOR
1/8" = 1'-0"D2 CONSTRUCTION PLAN - 2ND FLOOR
NORTH
PLAN
TRUE N
NORTH
PLAN
TRUE N
0 8' 16'4'
0 8' 16'4'
SHEET KEYNOTES:
GENERAL SHEET NOTES:
1 1/2" = 1'-0"A9 AIR INTAKE PANEL
0 8" 1'-4"4"
WARDROOM
T T T T T
T T T T T
T
T
T
T
T
T
T T T T
T T T T T
TT
T T
T
T
T
T
T
T
T
HWS HWS
HWR HWR
HWS
HWR
HWRHWR
HWS HWS HWRHWR
HWS
HWR
HWS
HWR
HWS
HWR
HWR HWS
HWS
HW
RHWS
HWS
HWR
UP
UPUP
UP
UP
UP
UPUP
UP
UP
14"X12"
DN
T
12"x12" DN
11'-2"
'-8
10'-0"
'-6
T
T
WARDROOM
T T T T T
T T T T T
T
T
T
T
T
T
T T T T
T T T T T
TT
T T
T
T
T
T
T
T
T
HWS HWS
HWR HWR
HWS
HWR
HWRHWR
HWS HWS HWRHWR
HWS
HWR
HWS
HWR
HWS
HWR
HWR HWS
HWS
HW
RHWS
HWS
HWR
UP
UPUP
UP
UP
UP
UPUP
UP
UP
14"X12"
DN
FD FD
T
L1
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