P10276007_DWG.pdf
PDF 12 MB Posted
- Attached to
- M&R MPB USCG STA Sand Key
- Solicitation number
- 70Z0G119BBF140100
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Other files
| File | Type | Posted |
|---|---|---|
| ABSTRACT_70Z0G119BBF140100.pdf | ||
| AMENDMENT_0002_-_70Z0G119CBF140100.pdf | ||
| Sand_Key_ACM_Survey_-_2004.pdf | ||
| AMENDMENT_0001_-_70Z0G119CBF140100.pdf | ||
| IFB_70Z0G119FBF140100_STA_Sand_Key.pdf | ||
| WD_FL222.pdf | ||
| P10276007_Spec.pdf |
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STATION SAND KEY
CLEARWATER BEACH, FL
(PINELLAS COUNTY)
UNITED STATES COAST GUARD
CIVIL ENGINEERING UNIT PROVIDENCE
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LOCATION
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LIST OF DRAWINGS
DRAWING No. DISCIPLINE TITLE BID ITEM
01 OF 25 G-001 COVER SHEET -
02 OF 25 G-101 SITE PLAN -
03 OF 25 AD-101 DEMOLITION PLAN BASE
04 OF 25 AD-102 RCP-DEMOLITION PLAN BASE & O.B.I. NO.1
05 OF 25 A-101 SECOND FLOOR PLAN BASE
06 OF 25 A-102 REFLECTED CEILING PLAN BASE & O.B.I. NO.1
07 OF 25 A-103 ROOF PLAN BASE
08 OF 25 A-201 PHOTOS BASE
09 OF 25 A-202 ELEVATIONS BASE
10 OF 25 A-501
DETAILS (1 OF 2)
BASE
11 OF 25 A-502
DETAILS (2 OF 2)
BASE
12 OF 25 S-001 GENERAL NOTES BASE
13 OF 25 S-501 SECTIONS & DETAILS BASE
14 OF 25 MD-101 EAST BUILDING - MECHANICAL DEMOLITION O.B.I. NO.1
15 OF 25 MD-102 WEST BUILDING - MECHANICAL DEMOLITION BASE & O.B.I. NO.1
16 OF 25 M-101 EAST BUILDING - MECHANICAL NEW WORK O.B.I. NO.1
17 OF 25 M-102 WEST BUILDING - MECHANICAL NEW WORK BASE & O.B.I. NO.1
18 OF 25 M-501 CONTROL DIAGRAMS & DETAILS O.B.I. NO.1
19 OF 25 M-502 SEQUENCES OF OPERATION O.B.I. NO.1
20 OF 25 M-601 MECHANICAL SCHEDULES O.B.I. NO.1
21 OF 25 E-001 GENERAL NOTES O.B.I. NO.2
22 OF 25 ES-101 SITE LIGHTING PLAN O.B.I. NO.2
23 OF 25 ES-102 SITE LIGHTING PHOTOMETRIC O.B.I. NO.2
24 OF 25 E-101 FIRST FLOOR LIGHTING O.B.I. NO.2
25 OF 25 E-102 SECOND FLOOR LIGHTING PLAN O.B.I. NO.1 & 2
MIAMI-
MADISON
TAYLOR
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HOLMES
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DE SOTO
CHARLOTTE
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COLLIER
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MARTIN
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PROJECT DESCRIPTION
BASE BID ITEM:
1. ARCHITECTURAL….BUILDING EXTERIOR: REPLACE SOFFITS, FASCIA, LOUVERS, SIDING, GUTTERS
AND SELECT ROOF REPAIR. REPLACE GUARD SHACK.
BUILDING INTERIOR: REMEDIATE WALL/CEILING IN GALLEY, REPLACE DOOR
AND FIXTURES IN CLEANING GEAR ROOM.
2. STRUCTURAL………..STRUCTURAL SUPPORT FOR REPLACEMENT OF GUARD SHACK
3. MECHANICAL……….NEW MECHANICAL EQUIPMENT AT GUARD SHACK
4. ELECTRICAL…………. REWORK FOR ELECTRICAL AT GUARD SHACK.
OPTIONAL BID ITEM NO. 1 (O.B.I. NO.1):
1. MECHANICAL………..HVAC SYSTEM IMPROVEMENT - NEW PUMPS, CONTROLS, CONTROL
PANELS, CONTROL VALVES, THERMOSTATS, EXHAUST FANS, VARIABLE AIR
VOLUME TERMINALS, AND DUCT ELECTRIC HEATERS.
2. ARCHITECTURAL……REPLACE PULL-DOWN ATTIC ACCESS LADDER
3. ELECTRICAL……………ELECTRICAL REWORK FOR NEW MECHANICAL EQUIPMENT
OPTIONAL BID ITEM NO. 2 (O.B.I. NO.2):
1. ELECTRICAL…………REPLACE EXTERIOR BUILDING MOUNTED WALL PACKS AND POLE MOUNTED
LIGHTING.
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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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IFC
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MV
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M&R MMB
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STA SAND KEY
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CLEARWATER BEACH,
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FL
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GENERAL
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COVER SHEET
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J.TESSIER
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G.GOSSELIN
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STATE OF
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ASPHALT
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B A
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CONC
CLEARWATER
HARBOR
DISK
ASPHALT
ASPHALT
ASPHALT
A S
P H
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UTILITY
JUNCTION
CALL
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GUARD
SHACK
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NORTH BUILDING
SOUTH BUILDING
CONTRACTOR
PARKING
SCALE:
A1
SITE PLAN
1/16" = 1'-0"
NORTH BUILDING
SOUTH BUILDING
MATERIAL LAYDOWN
SCALE:
A1
SITE PLAN
1/16" = 1'-0"
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CANOPY
CANOPY
FENCE
BULKHEAD
PEDESTRIAN WALKWAY PIER
CANOE STORAGE
SHED
FENCE
PLAN LEGEND
PLAN
NORTH
PLAN
NORTH
GENERAL NOTES
1. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS SUCH
AS TIGHT CONSTRUCTION AREAS, TREES & OTHER
OBSTACLES PRIOR TO START OF CONSTRUCTION.
2. THE SITE PLAN IS TO SHOW GENERAL LOCATIONS OF
LAYDOWN AREAS & CONTRACTOR PARKING.
3. PROVIDE SILT FENCE AT HARBOR IN ACCORDANCE WITH
PINELLAS COUNTY AND FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION DURING ACTIVITIES
PRODUCING CONSTRUCTION DEBRIS OR SILT.
CONCRETE
GRASS
0 8' 16' 24'
SCALE: 1/16"=1'-0"
ABBREVIATIONS
CMU CONCRETE MASONRY UNIT
COR CONTRACTING OFFICER'S REPRESENTATIVE
E.I.F.S EXTERIOR INSULATION FINISH SYSTEM
ELEV. ELEVATION
FRP FIBER REINFORCED PLASTIC
MANF. MANUFACTURER
MAX MAXIMUM
MIN. MINIMUM
O.C. ON CENTER
P.T. PRESSURE TREATED
REF. REFERENCE
SCHD. SCHEDULE
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
*SEE ADDITIONAL ABBREVIATIONS IN PLAN SET PER DISCIPLINE
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POLE
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POLE
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POLE
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POLE
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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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AutoCAD SHX Text 12/18/18
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IFC
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AutoCAD SHX Text 11/09/18
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100% DESIGN
AutoCAD SHX Text B
AutoCAD SHX Text 10/02/18
AutoCAD SHX Text
75% DESIGN
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AutoCAD SHX Text 7/13/18
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20% CONCEPTUAL DESIGN
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AutoCAD SHX Text 1:1
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EGB
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TAA
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ALE
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TKD
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AS SHOWN
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M&R MMB
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STA SAND KEY
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CLEARWATER BEACH,
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FL
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ARCHITECTURAL
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SITE PLAN
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J.TESSIER
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G.GOSSELIN
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PROVIDENCE
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CIVIL
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DESCRIPTION
DATE
DEMOLITION NOTES
DEMO. KEYNOTES
SCALE:
A1
SECOND FLOOR DEMOLITION PLAN
3/32" = 1'-0"
EMER. MED. EQUIP.
LOCKER
LE LOCKER
CANOE STORAGE SHED
EDGE OF FENCE TYP.
PLAN LEGEND
REFERENCE IMAGE DETAIL
NUMBER. SEE A-201
C2
B2
A3
A4
PLAN
NORTH
PLAN
NORTH
SCALE:
A2
GUARD SHACK DEMOLITION PLAN
1/4" = 1'-0"
B1
A1
C1
BASE BID ITEM
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SYMBOL
TYP.
CANOE STORAGE SHED
LOUVER ON FIRST
FLOOR
1. LOCATIONS INDICATED WITH KEYNOTES ARE
ARCHITECTURAL IN-SCOPE DEFICIENCIES.
2. ALL DEMOLITION WORK SHALL COMPLY WITH THE
REQUIREMENTS OF NFPA 241, LATEST EDITION, STANDARD
FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND
DEMOLITION OPERATIONS.
3. ALL REQUIRED MEANS OF EGRESS AND ALL REQUIRED FIRE
PROTECTION FEATURES SHALL REMAIN IN PLACE AND BE
CONSISTENTLY MAINTAINED FOR THE PORTION OF THE
BUILDING TO REMAIN OCCUPIED.
4. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING
AREAS NOT INVOLVED IN SCOPE OF WORK. ANY AREA
DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE
CONTRACTING OFFICER.
5. THE CONTRACTOR SHALL REMOVE MATERIALS INDICATED IN A
WORKMANLIKE MANNER SUCH THAT EXISTING ITEMS TO
REMAIN ARE NOT DAMAGED.
6. THE CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES
ADJACENT TO DEMOLITION AREAS TO MATCH EXISTING.
7. UNLESS OTHERWISE NOTED, ITEMS REMOVED SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE
REMOVED FROM THE SITE.
8. THE CONTRACTOR SHALL NOT DEMOLISH, REMOVE, CUT, OR
OTHERWISE DEGRADE THE EXISTING STRUCTURAL SUPPORT
SYSTEMS EXCEPT AS NOTED IN THE ATTACHED STRUCTURAL
DRAWINGS.
9. UNLESS OTHERWISE NOTED, THE INTEGRITY OF ALL EXISTING
BUILDING SYSTEMS SHALL BE MAINTAINED AND REMAIN FULLY
FUNCTIONAL THROUGHOUT AND FOLLOWING COMPLETION OF
CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE ANY
AND ALL REQUIRED INTERRUPTIONS IN SERVICES WITH THE
CONTRACTING OFFICER AT LEAST TWO WEEKS IN ADVANCE.
DISCUSS WITH DPM & STATION POTENTIAL INTERRUPTIONS &
HOW PHASING & SEQUENCING OF WORK IS INDICATED.
10. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO THE START OF WORK. ALL EXISTING
AREAS DAMAGED DURING CONSTRUCTION BUT NOT WITHIN
THE SCOPE OF WORK SHALL BE REPAIRED TO THE
SATISFACTION OF THE CONTRACTING OFFICER.
11. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FIELD
VERIFY AND CAP OR TERMINATE ALL SERVICES TO BE
ABANDONED OR DISCONNECTED WITH REFERENCE TO THE
NEW WORK SHOWN IN THE ATTACHED MECHANICAL AND
ELECTRICAL DRAWINGS.
12. REFER TO OTHER DISCIPLINE DRAWINGS AND PROJECT
SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.
THE CONTRACTOR SHALL COORDINATE BETWEEN ALL
DISCIPLINES PRIOR TO THE START OF WORK.
1. GALLEY EXTERIOR EXTERIOR INSULATED FINISH
SYSTEM (E.I.F.S) WALL TO BE DEMOLISHED BETWEEN
COLUMNS 6 AND 13. REFER TO SHEET A-202 FOR
ELEVATION TO SHOW AREA TO THE REMOVED.
2. GALLEY INTERIOR GYPSUM BOARD WALL TO BE
REMOVED TO THE INTERIOR CORNER OF ROOM.
REMOVE METAL WINDOW SILLS AND REINSTALL AFTER
NEW GYPSUM BOARD HAS BEEN INSTALLED.
3. METAL DOOR FRAME LEADING INTO "CLEANING GEAR
ROOM" TO BE DEMOLISHED AND THE OPENING TO BE
PREPARED TO RECEIVED NEW FRP DOOR AND FRAME.
4. EXISTING GUARD SHACK TO BE DEMOLISHED AFTER
CAPPING THE EXISTING UTILITIES AND RETURN THE
SALVAGED AC UNIT TO THE CONTRACTING OFFICER.
THE EXISTING CONCRETE SLAB TO REMAIN.
5. REMOVE EXISTING LOUVERS AND FINISH WALL OPENING
IN PREPARATION FOR NEW LOUVERS.
4' 8'0 2'
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0 8' 16' 24'
SCALE: 3/32"=1'-0"
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LAVS
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TOILET
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PASSAGEWAY
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LAUNDRY
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LOCKER
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KITCHEN
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STAIR
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GALLEY
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OFFICE
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CO OFFICE
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LOBBY
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FRAME
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COMM./CENTER
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JAN
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DEMOLITION NOTES
1. LOCATIONS INDICATED WITH KEYNOTES ARE
ARCHITECTURAL IN-SCOPE DEFICIENCIES.
2. ALL DEMOLITION WORK SHALL COMPLY WITH THE
REQUIREMENTS OF NFPA 241, LATEST EDITION, STANDARD
FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND
DEMOLITION OPERATIONS.
3. ALL REQUIRED MEANS OF EGRESS AND ALL REQUIRED FIRE
PROTECTION FEATURES SHALL REMAIN IN PLACE AND BE
CONSISTENTLY MAINTAINED FOR THE PORTION OF THE
BUILDING TO REMAIN OCCUPIED.
4. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING
AREAS NOT INVOLVED IN SCOPE OF WORK. ANY AREA
DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE
CONTRACTING OFFICER.
5. THE CONTRACTOR SHALL REMOVE MATERIALS INDICATED IN A
WORKMANLIKE MANNER SUCH THAT EXISTING ITEMS TO
REMAIN ARE NOT DAMAGED.
6. THE CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES
ADJACENT TO DEMOLITION AREAS TO MATCH EXISTING.
7. UNLESS OTHERWISE NOTED, ITEMS REMOVED SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE
REMOVED FROM THE SITE.
8. THE CONTRACTOR SHALL NOT DEMOLISH, REMOVE, CUT, OR
OTHERWISE DEGRADE THE EXISTING STRUCTURAL SUPPORT
SYSTEMS EXCEPT AS NOTED IN THE ATTACHED STRUCTURAL
DRAWINGS.
9. UNLESS OTHERWISE NOTED, THE INTEGRITY OF ALL EXISTING
BUILDING SYSTEMS SHALL BE MAINTAINED AND REMAIN FULLY
FUNCTIONAL THROUGHOUT AND FOLLOWING COMPLETION OF
CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE ANY
AND ALL REQUIRED INTERRUPTIONS IN SERVICES WITH THE
OWNER AND NOTIFYING THE CONTRACTING OFFICER AT LEAST
TWO WEEKS IN ADVANCE.
10. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO THE START OF WORK. ALL EXISTING
AREAS DAMAGED DURING CONSTRUCTION BUT NOT WITHIN
THE SCOPE OF WORK SHALL BE REPAIRED TO THE
SATISFACTION OF THE CONTRACTING OFFICER.
11. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FIELD
VERIFY AND CAP OR TERMINATE ALL SERVICES TO BE
ABANDONED OR DISCONNECTED WITH REFERENCE TO THE
NEW WORK SHOWN IN THE ATTACHED MECHANICAL AND
ELECTRICAL DRAWINGS.
12. REFER TO OTHER DISCIPLINE DRAWINGS AND PROJECT
SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.
THE CONTRACTOR SHALL COORDINATE BETWEEN ALL
DISCIPLINES PRIOR TO THE START OF WORK.
DEMO. KEYNOTES
EMER. MED. EQUIP.
LOCKER
LE LOCKER
TYP.
36" OVERHANG W/ SOFFIT AROUND
PERIMETER ABOVE TYP.
5" GUTTER AROUND PERIMETER
OF ROOF EDGE ABOVE TYP.
TYP.
PLAN LEGEND
C2
B2
A2
A4
A3
PLAN
NORTH
PLAN
NORTH
BASE BID ITEM
I S
S U
N
S T
R U
C T
I O
N
SCALE:
A1
SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN
3/32" = 1'-0"
GWB CEILING TO BE REMOVED
0 8' 16' 24'
SCALE: 3/32"=1'-0"
1. EXISTING SOFFIT & ALUMINUM FASCIA, GUTTERS, AND
DOWNSPOUTS TO BE REMOVED. SEE ELEVATIONS AND
DETAILS FOR INSTALLATION OF NEW MATERIALS. SEE
DETAIL C2/A-501.
2. PULL DOWN ACCESS LADDER IN LAUNDRY ROOM TO BE
DEMOLISHED AND THE FRAMING AROUND THE OPENING
TO BE PRESERVED. PART OF OBI #1.
3. SAWCUT AND REMOVE GYPSUM BOARD CEILING AS
REQUIRED TO ALLOW FOR WALL DEMOLITION.
OBI #1
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NOTES
ARCHITECTURAL IN-SCOPE DEFICIENCIES.
2. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO
ORDERING MATERIALS.
KEYNOTES
SCALE:
A1
SECOND FLOOR PLAN
3/32" = 1'-0"
EMER. MED. EQUIP.
LOCKER
LE LOCKER
TYP.
EDGE OF FENCE TYP.
CANOE STORAGE SHED
D103
D###
PLAN LEGEND
DOOR NUMBER. SEE A-501
PLAN
NORTH
PLAN
NORTH
SCALE:
A2
GUARD SHACK PLAN
1/4" = 1'-0"
A-101
A2
W# WINDOW NUMBER. SEE A-501
I S
S U
N
S T
R U
C T
I O
N
SYMBOL
D
D102
W1
2'-1
2'-1
" 2'-1
2'-1
W1
EXISTING FENCE TO REMAIN
EXISTING FENCE TO REMAIN
4'-3"
EXISTING SLAB TO REMAIN
G
E
N
C E
G
E
N
C E
THRESHOLD.
SEE B3|A-502
VINYL COMPOSITION TILE
WITH 4" VINYL BASE
A-502
C3
A-501
A1
OPPOSITE
HAND
A-202
B3
A-202
B3
1. NOT USED
2. PROVIDE NEW DRAINABLE E.I.F.S BETWEEN COLUMNS 6
AND 13 FULL HEIGHT. COLOR AND TEXTURE TO MATCH
EXISTING E.I.F.S. INSTALL CONTROL JOINTS AT THE
INSIDE CORNER OF EXTERIOR E.I.F.S COLUMN. REPLACE
FLASHING AROUND ALL THE EXISTING OPENINGS PRIOR
TO INSTALLING NEW E.I.F.S. REFER TO SHEET A-202 FOR
HATCHED PATTERN TO SEE AREA TO BE REPLACED.
3. GALLEY INTERIOR GYPSUM BOARD WALL TO BE
INSTALLED TO THE INTERIOR CORNER OF ROOM. CLEAN
EXISTING METAL WINDOW SILLS PRIOR TO
REINSTALLING. REINSTALL METAL WINDOW SILLS AFTER
NEW GYPSUM BOARD HAS BEEN INSTALLED. PAINT NEW
GYPSUM BOARD TO MATCH EXISTING.
4. NEW FIBERGLASS REINFORCED PLASTIC DOOR AND
FRAME. FINISH TO MATCH EXISTING. REFER TO A-502
FOR DETAILS.
5. NEW LOUVERS TO BE INSTALLED MATCHING PREVIOUS
DESIGN.
6. NEW GUARD SHACK TO BE ALL NEW CONSTRUCTION
AND BUILD AS LIKE KIND. REFER TO THE PHOTOS ON
SHEET A-201 AS A GUIDE. INSTALLING TWO DOORS AND
TWO WINDOWS. THE NEW STRUCTURE SHALL MEET
FLORIDA BUILDING CODE INCLUDING IMPACT GLASS,
DOOR FRAME ANCHORS, BUILDING TIES AND SHINGLES
MEETING UPLIFT WIND LOAD FOR ZONE 3.
7. CONTRACTOR TO COORDINATE WITH THE
CONTRACTING OFFICER THE LOCATION OF A
TEMPORARY WALL AND DOOR FOR CONSTRUCTION IN
THIS AREA.
4' 8'0 2'
SCALE: 1/4"=1'-0"
0 8' 16' 24'
SCALE: 3/32"=1'-0"
BASE BID ITEM
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DISCIPLINE/SHT NO
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REVIEWED BY:
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BRANCH CHIEF
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CHECKED BY:
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EDITED BY:
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DRAWN BY:
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DESIGNED BY:
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A/E PROJECT NO:
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SCALE:
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PLOT SCALE:
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MARK
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DATE
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GUARD SHACK
ARCHITECTURAL IN-SCOPE DEFICIENCIES.
KEYNOTES
SCALE:
A1
SECOND FLOOR REFLECTED CEILING PLAN
3/32" = 1'-0"
EMER. MED. EQUIP.
LOCKER
LE LOCKER
TYP.
36" OVERHANG W/ SOFFIT AROUND
PERIMETER TYP.
5" GUTTER AROUND PERIMETER
OF ROOF EDGE TYP.
TYP.
PLAN LEGEND
SOFFIT
ROOF EDGE &
GUTTER ABOVE
NEW GWB CEILING
TYP.
D.S. D.S.D.S.
D.S. D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.D.S.D.S.D.S.D.S.
D.S.
D.S.
DOWNSPOUT
TYP.
TYP.
PLAN
NORTH
PLAN
NORTH
SCALE:
A2
GUARD SHACK REFLECTED CEILING PLAN
1/4" = 1'-0"
D.S.=DOWNSPOUT
A-102
A2
BASE BID ITEM
I S
S U
N
S T
R U
C T
I O
N
1. NEW 50% VENTED/50% SOLID ALUMINUM V-GROOVE
SOFFIT, ALUMINUM FASCIA, GUTTERS, & DOWNSPOUTS
TO BE INSTALLED WITH SPLASH BLOCKS. SEE DETAILS
ON A-501.
2. INSTALL NEW RETRACTABLE STAIR (PULL DOWN
ACCESS LADDER) IN LAUNDRY ROOM IN EXISTING
ACCESS OPENING. PAINT THE ACCESS PAINT TO MATCH
THE EXISTING CEILING. NEW RETRACTABLE STAIR IS
MAIN ACCESS TO ATTIC. OBI #1
3. GUARD SHACK DOORS & WINDOW TO MEET STANDARD
FOR IMPACT ZONE 3. E.I.F.S FINISH EXTERIOR WALLS.
4. INSTALL MOLD RESISTANT GYPSUM BOARD CEILING,
PAINTED WHITE.
5. PROVIDE NEW MOLD RESISTANT GYPSUM BOARD AS
NEEDED DUE TO DEMOLITION OF THE GYPSUM BOARD
WALL. PAINT THE NEW AND EXISTING CEILING TO MATCH
THE EXISTING CEILING COLOR.
1X4 SURFACE MOUNTED
FLUORESCENT LIGHT FIXTURE
4' 8'0 2'
SCALE: 1/4"=1'-0"
0 8' 16' 24'
SCALE: 3/32"=1'-0"
OBI #1
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PASSAGEWAY
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LAUNDRY
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RESCUE/SURVIVAL
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LOCKER
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MECH /ELECT ROOM
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KITCHEN
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STAIR
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TOILET
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DUMBWAITER
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STORAGE
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GALLEY
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OFFICE
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CO OFFICE
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LOBBY
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FRAME
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COMM./CENTER
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DUTY ROOM
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JAN
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CORRIDOR
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WOMEN
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MEN
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PASSAGEWAY
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WORKOUT
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ROOM
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TV ROOM.
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SUPPLY/
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MECH ROOM
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4 PERSON OFFICE
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3 RACK ROOM/
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5 PERSON
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2 PERSON OFFICE
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PASSAGEWAY
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WATER HEATER ROOM
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GENERATOR ROOM.
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3 RACK ROOM/
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5 PERSON
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5 PERSON
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5 PERSON
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CLEANING
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GEAR ROOM
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PROVIDENCE
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CIVIL
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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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AutoCAD SHX Text 12/18/18
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IFC
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AutoCAD SHX Text 11/09/18
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100% DESIGN
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AutoCAD SHX Text 10/02/18
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75% DESIGN
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EGB
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TAA
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ALE
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TKD
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AS SHOWN
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M&R MMB
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STA SAND KEY
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CLEARWATER BEACH,
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FL
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ARCHITECTURAL
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REFLECTED CEILING PLAN
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J.TESSIER
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G.GOSSELIN
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DATE
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DRAWING NUMBER
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SHEET OF
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REVIEWED BY:
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PROJECT ENG.
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APPROVING OFFICER
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PROJECT NUMBER
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DISCIPLINE/SHT NO
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REVIEWED BY:
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BRANCH CHIEF
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CHECKED BY:
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EDITED BY:
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DRAWN BY:
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DESIGNED BY:
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DESCRIPTION
ARCHITECTURAL IN-SCOPE DEFICIENCIES.
KEYNOTES
1. INSPECT THE ROOF IN THIS LOCATION FOR A BULGE IN
THE ROOF TILE AND DETERMINE IF THE ROOF SHOULD
BE REPAIRED.
2. INSPECT TO DETERMINE IF THE ROOF TILE HAS BEEN
REPAIRED PROPERLY IN THIS LOCATION.
3. INSPECT THE WHOLE ROOF AND DETERMINE IF THERE
ARE ANY OTHER LOCATIONS THAT SHOULD BE
INCLUDED IN THE ROOF REPAIR. NOTIFY CONTRACTING
OFFICER OF THE REPAIRS REQUIRED.
4. FOR THE ROOF REPAIRS, FOLLOW SPECIFICATION
SECTION 07 32 14.
5. INSTALL ASPHALT SHINGLES TO MATCH THE EXISTING
ROOF TILES ON THE MAIN BUILDING. FOLLOW
SPECIFICATION SECTION 07 31 13.
SCALE:
A1
ROOF PLAN
3/32" = 1'-0"
PLAN LEGEND
REFERENCE IMAGE DETAIL
NUMBER. SEE A-201
C3
B3
PLAN
NORTH
PLAN
NORTH
SCALE:
A2
GUARD SHACK ROOF PLAN
1/4" = 1'-0"
A-103
A2
BASE BID ITEM
I S
S U
N
S T
R U
C T
I O
N
SLOPESLOPE
SYMBOL
4' 8'0 2'
SCALE: 1/4"=1'-0"
0 8' 16' 24'
SCALE: 3/32"=1'-0"
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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 D
AutoCAD SHX Text 12/18/18
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IFC
AutoCAD SHX Text C
AutoCAD SHX Text 11/09/18
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100% DESIGN
AutoCAD SHX Text B
AutoCAD SHX Text 10/02/18
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75% DESIGN
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AutoCAD SHX Text 7/13/18
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20% CONCEPTUAL DESIGN
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AutoCAD SHX Text 1:1
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EGB
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TAA
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ALE
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TKD
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AS SHOWN
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M&R MMB
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STA SAND KEY
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CLEARWATER BEACH,
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FL
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ARCHITECTURAL
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ROOF PLAN
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J.TESSIER
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G.GOSSELIN
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CHECKED BY:
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DESCRIPTION
SCALE:
A1
GUARD SHACK PHOTO
N.T.S. SCALE:
A2
SOFFIT PHOTO
N.T.S. SCALE:
A3
LOUVER PHOTO
N.T.S. SCALE:
A4
LOUVER PHOTO
N.T.S.
BASE BID ITEM
I S
S U
N
S T
R U
C T
I O
N
NOTES
1. PHOTOS ARE SHOWING EXISTING CONDITIONS.
2. GUARD SHACK PHOTOS ARE SHOWING EXISTING
DESIGN.
SCALE:
C1
GUARD SHACK PHOTO
N.T.S.
SCALE:
B1
GUARD SHACK PHOTO
N.T.S.
NO VENT REQUIRED IN NEW
CONSTRUCTION
ASPHALT SHINGLES TO MATCH
EXISTING COLOR & MEET UPLIFT
CODE REQUIREMENTS
WALL MOUNTED HVAC UNIT
RECONNECT EXISTING UTILITIES
REFER TO STRUCTURAL FOR
ANCHORING TO EXISTING CONCRETE
SLAB
CAREFULLY REMOVE SIGNS AND
REINSTALL EXISTING SIGNS ON NEW
GUARD SHACK TYP.
SCALE:
C2
BREEZEWAY SOFFIT PHOTO
N.T.S.
SCALE:
B2
SOFFIT PHOTO
N.T.S.
GUTTERS TO BE REMOVED &
REPLACED. REFER TO DETAILS
REMOVE METAL WRAPPED
FASCIA & PREPARE FOR NEW
FASCIA.
REMOVE ALL EXISTING WOOD
FURRING STRIPS & SOFFIT TRIM &
PREPARE PLYWOOD SOFFIT TO
RECEIVE NEW METAL SOFFIT & HAT
CHANNELS.
REMOVE ALL EXISTING VENTED
VINYL SOFFIT & FASTENERS.
GUTTERS TO BE REMOVED &
REPLACED. REFER TO DETAILS
METAL WRAPPED FASCIA TO BE
REPLACED TYP.
REMOVE ALL EXISTING VENTED
VINYL SOFFIT, TRIM, & FASTENERS.
ALL DOWNSPOUTS TO BE REPLACED
REMOVE ALL EXISTING WOOD
FURRING STRIPS & SOFFIT TRIM
& PREPARE PLYWOOD SOFFIT TO
RECEIVE NEW METAL SOFFIT &
HAT CHANNELS
ALL DOWNSPOUTS TO BE
REPLACED.
SCALE:
C3
ROOF REPAIR PHOTO
N.T.S.
SCALE:
B3
ROOF PHOTO
N.T.S.
INSPECT ROOF IN THIS
LOCATION FOR MISSING
AND/OR DAMAGED ROOF TILES.
REFER TO ROOF PLAN FOR
LOCATION.
INSPECT THE ROOF TO
DETERMINE IF THESE LOCATIONS
HAVE BEEN REPAIRED
PROPERLY PER SPECIFICATION
SECTION 07 32 14.
INSPECT ROOF IN THIS
LOCATION FOR BULGING ROOF
TILES. REFER TO ROOF PLAN
FOR LOCATION.
DETERMINE IF THIS LOCATION
REQUIRES ROOF REPAIRS.
REFER SPECIFICATION
SECTION 07 32 14
REMOVE EXISTING LOUVERS AND
FINISH WALL OPENING IN
PREPARATION FOR NEW
LOUVERS. REFER TO A-202
ELEVATIONS FOR LOCATIONS.
NOTE: FOR THE DESIGN OF THE NEW
GUARD SHACK CONSTRUCTION
REFER TO SHEETS A-101, A-102, A-103,
A-202, & A-501.
NO VENT REQUIRED IN NEW
CONSTRUCTION
NOTE: FOR THE DESIGN OF THE NEW
GUARD SHACK CONSTRUCTION
REFER TO SHEETS A-101, A-102, A-103,
A-202, & A-501.
NOTE: FOR THE DESIGN OF THE NEW
GUARD SHACK CONSTRUCTION
REFER TO SHEETS A-101, A-102, A-103,
A-202, & A-501.
REMOVE ALL EXISTING VENTED
VINYL SOFFIT, TRIM, &
FASTENERS
NOTE: NOTIFY CONTRACTING
OFFICER OF WOOD AND/OR PLYWOOD
DAMAGE OR ROT BEHIND THE FACIA &
SOFFIT
REMOVE ALL EXISTING WOOD
FURRING STRIPS & SOFFIT TRIM
& PREPARE PLYWOOD SOFFIT TO
RECEIVE NEW METAL SOFFIT &
HAT CHANNELS.
NOTE: NOTIFY CONTRACTING
OFFICER OF WOOD AND/OR PLYWOOD
DAMAGE OR ROT BEHIND THE FACIA &
SOFFIT
ALL DOWNSPOUTS TO BE
REPLACED
NOTE: NOTIFY CONTRACTING
OFFICER OF WOOD AND/OR
PLYWOOD DAMAGE OR ROT
BEHIND THE FACIA & SOFFIT
NOTE: NOTIFY CONTRACTING
OFFICER OF WOOD AND/OR
PLYWOOD DAMAGE OR ROT
BEHIND THE FACIA & SOFFIT
NOTE: NOTIFY CONTRACTING
OFFICER OF WOOD AND/OR PLYWOOD
DAMAGE OR ROT BEHIND THE FACIA &
SOFFIT
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CIVIL
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DATE
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REVIEWED BY:
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CHECKED BY:
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DATE
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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
AutoCAD SHX Text
475 KILVERT STREET, SUITE 100
AutoCAD SHX Text
WARWICK, RI 02886
AutoCAD SHX Text D
AutoCAD SHX Text 12/18/18
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IFC
AutoCAD SHX Text C
AutoCAD SHX Text 11/09/18
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AutoCAD SHX Text B
AutoCAD SHX Text 10/02/18
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75% DESIGN
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AutoCAD SHX Text 7/13/18
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20% CONCEPTUAL DESIGN
AutoCAD SHX Text P10276007D08.dwg
AutoCAD SHX Text 1:1
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EGB
AutoCAD SHX Text
TAA
AutoCAD SHX Text
ALE
AutoCAD SHX Text
TKD
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
M&R MMB
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STA SAND KEY
AutoCAD SHX Text
CLEARWATER BEACH,
AutoCAD SHX Text
FL
AutoCAD SHX Text
ARCHITECTURAL
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PHOTOS
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J.TESSIER
AutoCAD SHX Text
G.GOSSELIN
AutoCAD SHX Text 10276007
AutoCAD SHX Text P10276007
AutoCAD SHX Text A-201
AutoCAD SHX Text
ARCHITECTURAL IN-SCOPE DEFICIENCIES.
KEYNOTES
1. REMOVE EXISTING EXTERIOR INSULATION FINISH SYSTEM
(E.F.I.S.) IN HATCHED AREA ONLY AND REPLACE WITH
DRAINABLE EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.)
2. NEW EXTERIOR INSULATION FINISH SYSTEM (E.F.I.S.)
CONTROL JOINT. LOCATE AT EXISTING COLUMNS
3. INSTALL NEW FLASHING AT ALL EXISTING OPENINGS PRIOR
TO INSTALLING NEW EXTERIOR INSULATION FINISH
SYSTEM (E.I.F.S.) ALL EXISTING WINDOWS, DOORS,
LOUVERS AND CASED OPENINGS TO REMAIN.
4. INSPECT ROOF IN THIS LOCATION FOR BULDGES IN THE
ROOF TILE & DETERMINE IF THE ROOF SHOULD BE
REPAIRED IN THIS LOCATION.
5. INSTALL GUARD SHACK WINDOWS & DOORS PER
MANUFACTURER INSTALLATION GUIDE FOR IMPACT
RATING OF ZONE 3.
6. INSTALL NEW DRAINABLE EXTERIOR INSULATION FINISH
SYSTEM (E.I.F.S.)EXTERIOR TO GUARD SHACK.
7. DETERMINE IF THE ROOF TILE HAS BEEN REPAIRED
PROPERLY IN THIS LOCATION.
8. INSPECT THE WHOLE ROOF & DETERMINE IF THERE ARE
ANY OTHER LOCATIONS THAT SHOULD BE INCLUDED IN
THE ROOF REPAIR. NOTIFY CONTRACTING OFFICER OF
THE REPAIRS REQUIRED.
9. FOR THE ROOF REPAIRS, FOLLOW SPECIFICATION
SECTION 07 32 14.
10. INSTALL NEW LOUVERS. SEE MECHANICAL DRAWINGS FOR
MODEL OF LOUVER.
11. GROUND FLOOR APPLICATIONS AND ALL FACADES
EXPOSED TO ABNORMAL STRESS, HIGH TRAFFIC, OR
DELIBERATE IMPACT HAVE THE BASE COAT REINFORCED
WITH HIGH IMPACT ZONE UP TO 8'-0" ABOVE GRADE.
12. EXPANSION JOINT IS REQUIRED FOR SUSPENDED SOFFITS.
OPTIONAL FOR RIGIDLY FRAMED.
13. EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.)
EXPANSION JOINTS ARE REQUIRED IN CONTINUOUS
ELEVATIONS AT INTERVALS NOT EXCEEDING 75'-0".
SCALE:
A1
NORTHWEST ELEVATION
3/32" = 1'-0"
PLAN LEGEND
EIFS TO BE REMOVED
& REPLACED
SCALE:
A2
NORTHEAST ELEVATION
3/32" = 1'-0"
SCALE:
A3
SOUTHWEST ELEVATION
3/32" = 1'-0"
SCALE:
A4
SOUTHEAST ELEVATION
3/32" = 1'-0"
SCALE:
B1
GUARD SHACK ELEVATIONS
1/4" = 1'-0"
NORTH EAST SOUTH WEST
TYP.
A-202
B1
A-202
B1
TYP.
TYP.
TRIM DONE IN EIFS AROUND
WINDOWS & DOORS TYP.
A-501
A1
TYP.
TYP.TYP.
NEW EIFS COLOR &
FINISH TO MATCH
EXISTING MAIN
BUILDING
BASE BID ITEM
I S
S U
N
S T
R U
C T
I O
N
THRU-WALL
HVAC UNIT.
REFER TO
MECH.
TYP.
SCALE:
C1
E.I.F.S…
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