70Z08820RP0100000 MR at USCG Station Destin (PSN 17057542) - 100 Drawings Shore 2021-04-20 (1).pdf

SCALE: NONE

SCALE: NONE

USCG STATION DESTIN

DESTIN, FL

Architects

HURRICANE RESILIENCY UPGRADES

MULTIPURPOSE BUILDING & BOATHOUSE

0+10

0+20

0+70

0+80

0+90

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1+30

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A

B

C

D

E

F

G

STAGING AREA

82' - 9 1/4"

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :0

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SITE PLAN

STOA #PROJECT NUMBER

G-001

0'16'32' 64'32'

SCALE: 1/32" = 1'-0"

ARCHITECTURAL SITE PLAN

A r c h i t e c t s

BA C D E H I J K L M P Q R S TF G N O

G E D B

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

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U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

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ABBR. & SYMBOLS

STOA #PROJECT NUMBER

A-001

GENERAL NOTES:

1. TO THE BEST OF OUR KNOWLEDGE, THESE

DRAWINGS COMPLY WITH ALL APPLICABLE

CURRENT BUILDING CODES AND REGULATIONS AT

THE TIME. LAYOUT MUST COMPLY WITH THE

MINIMUM REQUIREMENTS OF THE GOVERNING

REGULATIONS OF ALL FEDERAL, STATE, DISTRICT,

AND LOCAL AUTHORITIES HAVING JURISDICTION

OVER THE PROJECT.

2. ARCHITECTURAL PLANS, DETAILS AND SECTIONS

ON THE DRAWINGS SHOW DESIGN INTENT AND

GENERAL REQUIREMENTS FOR CONSTRUCTION. THE

CONTRACTOR MUST REVIEW THE FULL CONTENT

OF THE DRAWINGS FOR ANY DISCREPANCIES,

OMISSIONS OR DEFICIENCIES.

3. DETAILS LABELED “TYPICAL DETAILS” ON THE

DRAWINGS APPLY TO ALL CONDITIONS THAT ARE

THE SAME OR SIMILAR TO THOSE SPECIFICALLY

DETAILED. SUCH DETAILS APPLY WHETHER OR NOT

THEY ARE KEYED AT EACH LOCATION. QUESTIONS

REGARDING APPLICABILITY OF “TYPICAL DETAILS”

SHALL BE COMMUNICATED TO THE USCG

CONTRACTRING OFFICER.

4. DRAWINGS SHALL NOT BE SCALED. WRITTEN

DIMENSIONS TAKE PRECEDENCE OVER SCALED

MEASUREMENTS.

5. REFER TO THE STRUCTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR THE

DETAILED DESIGN OF STRUCTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING SYSTEMS, OF WHICH

PORTIONS MAY BE SHOWN ON THE

ARCHITECTURAL DRAWINGS.

6. ALL DIMENSIONS ON THE FLOOR PLANS ARE FROM

COLUMN CENTER LINES, FACE OF CMU AND

CONCRETE WALLS, OR FACE OF WOOD AND/OR

METAL STUDS, UNO EXTERIOR WALL FRAMING IS

DIMENSIONED TO THE FACE OF STUD, AND DOES

NOT INCLUDE WALL FINISH MATERIAL THICKNESS.

7. PROVIDE NECESSARY CHASES FOR MECHANICAL,

PLUMBING AND ELECTRICAL AS REQUIRED.

8. PROVIDE BLOCKING AS NECESSARY FOR ANY WALL

OR CEILING MOUNTED ITEMS OR ACCESSORIES.

9. CONTRACTOR TO PROVIDE TEMPORARY MEASURES

TO PROTECT AND SECURE STRUCTURE FROM

WEATHER DURING CONSTRUCTION. PROVIDE WORK

PLAN TO MINIMIZE DISRUPTION OF STATION

OPERATIONS.

EARTH

CONCRETE

GROUT - MORTAR

CMU

STEEL

FIBER BATT INSULATION

WOOD BLOCKING

MATERIAL INDICATIONS:

A1

A-101

SYMBOL WHERE SECTION IS TAKEN

SECTION

NUMBER

SHEET WHERE DRAWN

A1

A-101

SYMBOL WHERE ELEVATION IS TAKEN

ELEVATION NUMBER

SHEET WHERE DRAWN

A1

A-101

TITLE WHERE SECTION OR ELEVATION IS

SHOWN

SECTION NUMBER

SHEET WHERE DRAWN

ROOM TAG

ROOM

NAME

DOOR TAG100A

SYMBOLS:

A

AC AIR CONDITIONED

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AMP, A AMPERES

AO ACCESS OPENING

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

A.T. ASPHALT TILE

B

BAL BALANCE

BD BOARD

BLDG BUILDING

BLK BLANK

BM BEAM

BOT BOTTOM

BRG BEARING

BTUH BRITISH THERMO UNIT/HOUR

C

CAB CABINET

CAP CAPACITY

C/B CIRCUIT BREAKER

CD CEILING DIFFUSER

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED;

CONTRACTOR INSTALLED

CFM CUBIC FEET/MINUTE

CKT CIRCUIT

CL CENTERLINE

CEIL CEILING

CL CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR JT CONTRACTION JOINT

CSC COLOR SYMBOL CODE

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTOC CENTER TO CENTER

D

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

DJ DUMMY JOINT

DN DOWN

DR DRAIN

DS DOWNSPOUT

DWG(S) DRAWING(S)

E

EA EACH

EF EACH FACE

ELEC ELECTRIC

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP JT EXPANSION JOINT

EXT EXTERIOR

EXIST EXISTING

F

FA FIRE ALARM

FC FLEXIBLE CONNECTION

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FL FLOOR

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED;

CONTRACTOR INSTALLED

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFGI GOVERNMENT FURNISHED;

GOVERNMENT INSTALLED

GL GLASS

GMS GALVANIZED METAL STUD

GND GROUND

GOVT GOVERNMENT

GPH GALLONS/HOUR

GPM GALLOS/MINUTE

GR GRILLE

GWB GYPSUM WALLBOARD

H

H HIGH

HB HOSE BIB

HC HOLLOW CORE

HT HEIGHT

HORIZ HORIZONTAL

HM HOLLOW METAL

HP HORSEPOWER

HR HOUR

HTG HEATING

HTR HEATER

H&V HEATING AND VENTILATING

HW HARDWARE

HYD HYDRANT

I

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

INCAND INCANDESCENT

INSUL INSULATION

INT INTERIOR

K

KVA KILOVOLT-AMPERE

L

LB, # POUND

LG LONG

LLV LONG LEG VERTICAL

LP LIGHTING PANEL

LTG LIGHTING

M

M MOTOR

MAINT MAINTENANCE

MAX MAXIMUM

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MT METAL THRESHOLD

MTD MOUNTED

MTG MOUNTING

MV MECHANICAL/VENTILATION

MGT MATTE GLAZE TILE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

O

OA OUTDOOR AIR

OC ON CENTER

OFCI OWNER FURNISHED;

CONTRACTOR INSTALLED

OH OPPOSITE HAND

OL OVERLOAD

OPNG OPENING

OPP OPPOSITE

OSD OPEN SIGHT DRAIN

P

P PAPER

PART. PARTITION

PER. PERIMETER

PJF PREFORMED JOINT FILLER

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PRESS. PRESSURE

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PSIG POUNDS/SQUARE INCH-GAGE

PT PRESSURE TREATED

PTD PAINTED

Q

QTR QUARTER

QUAN QUANTITY

R

R RISER

RA RETURN AIR

RAD RADIUS

RD ROUND

REG REGISTER

REIF REINFORCING

REQ REQUIRED

RET RETURN

RG RETURN GRILLE

RM ROOM

RPM REVOLUTIONS/MINUTE

S

S SUPPLY

SA SUPPLY AIR

SCH SCHEDULE

SECT SECTION

SERV SERVICE

SHT SHEET

SJ SAWED JOINT

SPEC SPECIFICATIONS

SQ FT SQUARE FEET

SSMR STANDING SEAM METAL ROOF

ST STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SW SWITCH

T

T TOILET

TEL TELEPHONE

TEMP TEMPERATURE

THK THICKNESS

THD THRESHOLD

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOIL TOILET

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

UV ULTRAVIOLET

V

V VOLT

VAT VINYL ASBESTOS TILE

VENT. VENTILATION

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W

W WATT

W/ WITH

WC WAINSCOATING

WD WOOD

W.D. WINDOW DIMENSION

WF WIDE FLANGE

WG WEATHER GAGE

WP WEATHERPROOF

WTR WATER

WWF WELDED WIRE FABRIC

STANDARD ABBREVIATIONS

HARD COAT STUCCO

PLYWOOD SHEATHING

UPUP

GENERAL NOTES:

1. DEMOLISH EXISTING MATERIALS AND APPURTENANCES AS REQUIRED FOR THE

PROPER EXECUTION OF THE WORK. COORDINATE THE WORK WITH THE

VARIOUS PUBLIC SERVICES (WATER, SEWER, TELEPHONE, AND ELECTRICAL)

TO ENSURE THAT PROPER EXCAVATION AND RELOCATION OF THE SERVICE

LINES ARE INSTALLED IN ACCORDANCE WITH THESE AGENCIES AND TO

ENSURE THAT UNDERGROUND OR UNSEEN LINES ARE NOT AFFECTED IN AN

ADVERSE WAY.

2. PRESERVATION - ALL EXISTING STRUCTURAL EXTERIOR AND INTERIOR WALLS,

SLABS, ETC. TO REMAIN SHALL BE LEFT UNDISTURBED AND PROTECTED AS

NECESSARY IN ORDER TO MAINTAIN THE ORIGINAL INTEGRITY OF THE

MATERIALS AND STRUCTURE UNLESS OTHERWISE NOTED.

3. CONTRACTOR TO "SHORE UP" EXISTING WALLS, CEILING AND ROOF WHERE

NEEDED FOR NEW CONSTRUCTION.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR HAULING AND

DISPOSING OF ALL MATERIALS FROM ALL DEMOLITION WORK.

5. ALL EXTERIOR DOORS AND WINDOWS TO BE REMOVED.

6. ALL HURRICANE SHUTTERS TO BE REMOVED.

7. CONTRACTOR TO PROVIDE TEMPORARY MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION OPERATIONS.

8. PROTECT AND MAINTAIN ALL EXISTING CONDENSATE PIPES IN SOFFIT

9. REFER TO S-001 A.9 FOR DESIGN FLOOD ELEVATION.

2.1

A B C D E F G H I J K L M N O P Q R S T

REMOVE AND DISCARD

EXISTING DOOR AND

FRAME AND PREPARE

OPENING TO RECEIVE NEW

DOOR AND FRAME, TYP

YARD

STORAGE

B-105

PAINT

LOCKER

B-108

ELECTRICAL

SHOP

B-103

STORAGE

B-107

STORAGE

B-106

ENGINEER

SHOP

B-101

BOATSWAIN

SHOP

B-102

TOILET

B-104

SHOWER

B-109

7' - 6" 7' - 6"

LEGEND:

EXISTING BUILDING ELEMENT

TO BE REMOVED

EXISTING BUILDING ELEMENT

TO REMAIN

EXISTING WALL TO REMAIN

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :0

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

W o o d U

S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

.r v t

1ST FLOOR DEMO PLAN

STOA #PROJECT NUMBER

AD-101

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

A1

DN

DNDN

2.1

A B C D E F G H I J K L M N O P Q R S T

REMOVE AND DISCARD

EXISTING DOOR AND FRAME

AND PREPARE OPENING TO

RECEIVE NEW DOOR AND

FRAME, TYP

REMOVE AND DISCARD

EXISTING LOUVER AND

PREPARE OPENING TO

RECEIVE NEW LOUVER;

COORDINATE WITH

EMERGENCY GENERATOR

REPLACEMENT

REMOVE AND DISCARD

EXISTING DOOR AND FRAME

AND PREPARE OPENING TO

RECEIVE NEW DOOR AND

FRAME, TYP

REMOVE AND DISCARD

EXISTING DOOR AND

FRAME AND PREPARE

OPENING TO RECEIVE

NEW DOOR AND

FRAME, TYP

REMOVE AND DISCARD

EXISTING DOOR AND FRAME

AND PREPARE OPENING TO

RECEIVE NEW DOOR AND

FRAME, TYP

EMERGENCY

GENERATOR

A-214

LINEN

A-213

LAUNDRY

A-201

2 MAN

A-215

2 MAN

A-217

2 MAN

A-218

2 MAN

A-220

2 MAN

A-221

2 MAN

A-223

MAINTENANCE

A-224

OFFICE

B-202

OFFICE

B-203

OFFICE

B-204

GENERAL

OFFICE

B-205

MEN

B-207

LOBBY

B-201

PASSAGEWAY

A-212

STORAGE

A-202

2 MAN

A-203

2 MAN

A-205

2 MAN

A-206

2 MAN

A-208

2 MAN

A-210

MECHANICAL

A-211

MECHANICAL

C-202

LOUNGE/DINING

C-204

GAMES

C-203

DRY

STORES

C-209

TRASH

C-212

ENTRY

C-201

KITCHEN

C-210

WOMEN

B-208

BATH

B-206

STORAGE

B-209

STORAGE

C-206

STORAGE

C-207

TOILET

C-211

KITCHENETTE

C-208

STORAGE

C-20516' - 6"

16' - 6"

16' - 6"

GENERAL NOTES:

1. DEMOLISH EXISTING MATERIALS AND APPURTENANCES AS REQUIRED FOR THE

PROPER EXECUTION OF THE WORK. COORDINATE THE WORK WITH THE

VARIOUS PUBLIC SERVICES (WATER, SEWER, TELEPHONE, AND ELECTRICAL)

TO ENSURE THAT PROPER EXCAVATION AND RELOCATION OF THE SERVICE

LINES ARE INSTALLED IN ACCORDANCE WITH THESE AGENCIES AND TO

ENSURE THAT UNDERGROUND OR UNSEEN LINES ARE NOT AFFECTED IN AN

ADVERSE WAY.

2. PRESERVATION - ALL EXISTING STRUCTURAL EXTERIOR AND INTERIOR WALLS,

SLABS, ETC. TO REMAIN SHALL BE LEFT UNDISTURBED AND PROTECTED AS

NECESSARY IN ORDER TO MAINTAIN THE ORIGINAL INTEGRITY OF THE

MATERIALS AND STRUCTURE UNLESS OTHERWISE NOTED.

3. CONTRACTOR TO "SHORE UP" EXISTING WALLS, CEILING AND ROOF WHERE

NEEDED FOR NEW CONSTRUCTION.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR HAULING AND

DISPOSING OF ALL MATERIALS FROM ALL DEMOLITION WORK.

5. ALL EXTERIOR DOORS AND WINDOWS TO BE REMOVED.

6. ALL HURRICANE SHUTTERS TO BE REMOVED.

7. CONTRACTOR TO PROVIDE TEMPORARY MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION OPERATIONS.

8. PROTECT AND MAINTAIN ALL EXISTING CONDENSATE PIPES IN SOFFIT

9. REFER TO S-001 A.9 FOR DESIGN FLOOD ELEVATION.

LEGEND:

EXISTING BUILDING ELEMENT

TO BE REMOVED

EXISTING BUILDING ELEMENT

TO REMAIN

EXISTING WALL TO REMAIN

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :0

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

W o o d U

S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

.r v t

2ND FLOOR DEMO PLAN

STOA #PROJECT NUMBER

AD-102

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN

1. DEMOLISH EXISTING MATERIALS AND APPURTENANCES AS REQUIRED FOR THE

PROPER EXECUTION OF THE WORK. COORDINATE THE WORK WITH THE

VARIOUS PUBLIC SERVICES (WATER, SEWER, TELEPHONE, AND ELECTRICAL)

TO ENSURE THAT PROPER EXCAVATION AND RELOCATION OF THE SERVICE

LINES ARE INSTALLED IN ACCORDANCE WITH THESE AGENCIES AND TO

ENSURE THAT UNDERGROUND OR UNSEEN LINES ARE NOT AFFECTED IN AN

ADVERSE WAY.

2. PRESERVATION - ALL EXISTING STRUCTURAL EXTERIOR AND INTERIOR WALLS,

SLABS, ETC. TO REMAIN SHALL BE LEFT UNDISTURBED AND PROTECTED AS

NECESSARY IN ORDER TO MAINTAIN THE ORIGINAL INTEGRITY OF THE

MATERIALS AND STRUCTURE UNLESS OTHERWISE NOTED.

3. CONTRACTOR TO "SHORE UP" EXISTING WALLS, CEILING AND ROOF WHERE

NEEDED FOR NEW CONSTRUCTION.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR HAULING AND

DISPOSING OF ALL MATERIALS FROM ALL DEMOLITION WORK.

5. ALL EXTERIOR DOORS AND WINDOWS TO BE REMOVED.

6. ALL HURRICANE SHUTTERS TO BE REMOVED.

7. CONTRACTOR TO PROVIDE TEMPORARY MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION OPERATIONS.

8. PROTECT AND MAINTAIN ALL EXISTING CONDENSATE PIPES IN SOFFIT

9. REFER TO S-001 A.9 FOR DESIGN FLOOD ELEVATION.

2.1

A B C D E F G H I J K L M N O P Q R S T

REMOVE ALL EXISTING ASPHALT SHINGLE

ROOFS, FLASHING AND ROOFING UNDERLAYMENT

DOWN TO EXISTING PLYWOOD SHEATHING

THROUGHOUT, TYP

REFER TO STRUCTURAL DRAWINGS FOR ROOF

SHEATHING CONDITION ASSESSMENT REQUIREMENTS

AND PATCH ALL EXISTING PENETRATIONS, AND

PROTECT ALL ROOF APPURTANCES TO REMAIN

REMOVE ALL EXISTING FASCIA, TRIM AND

FLASHING THROUGHOUT, TYP

VTR VTR

VTR

VTR VTR

VTR

VTR

VTR

EXISTING MECHANICAL EQUIPMENT

TO REMAIN

EXISTING WEATHER

STATION TO REMAIN

EXISTING WALL MOUNT

ANTENNA TO REMAIN

REMOVE ALL EXISTING GUTTERS, DOWNSPOUTS

AND FLASHING THROUGHOUT, TYP

REMOVE ALL EXISTING DORMERS

IN THEIR ENTIRETY. PREPARE

ROOF FOR INFILL SHEATHING,

TYP

VTR

VTR

VTR

VTR

VTR

VTR

FLUE

LR

LR

LR LR

LR LR LR LR

LR

LR

LR LR

LR

LRLR

LR

96' - 9" 73' - 6" 54' - 3"

104' - 2" 59' - 0" 61' - 4"

VTR

LR

LR

EXISTING GENERATOR

EXHAUST PIPE WITH

FLIP TOP TERMINATION

TO REMAIN

REMOVE ALL EXISTING ASPHALT SHINGLE

ROOFS, FLASHING AND ROOFING

UNDERLAYMENT DOWN TO EXISTING

PLYWOOD SHEATHING THROUGHOUT, TYP

REFER TO STRUCTURAL DRAWINGS FOR

ROOF SHEATHING CONDITION ASSESSMENT

REQUIREMENTS AND PATCH ALL EXISTING

PENETRATIONS, AND PROTECT ALL ROOF

APPURTANCES TO REMAIN

73' - 0 1/2"

LEGEND:

EXISTING VENT THROUGH

ROOF TO REMAIN

LIGHTNING PROTECTION ROD

TO BE REMOVED

VTR

LR

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :0

P

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U s e rs

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DEMOLITION ROOF PLAN

STOA #PROJECT NUMBER

AD-140

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

DEMOLITION ROOF PLAN

A1

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

BOATHOUSE DEMOLITION ROOF PLAN

C1

1. DEMOLISH EXISTING MATERIALS AND APPURTENANCES AS REQUIRED FOR THE

PROPER EXECUTION OF THE WORK. COORDINATE THE WORK WITH THE

VARIOUS PUBLIC SERVICES (WATER, SEWER, TELEPHONE, AND ELECTRICAL)

TO ENSURE THAT PROPER EXCAVATION AND RELOCATION OF THE SERVICE

LINES ARE INSTALLED IN ACCORDANCE WITH THESE AGENCIES AND TO

ENSURE THAT UNDERGROUND OR UNSEEN LINES ARE NOT AFFECTED IN AN

ADVERSE WAY.

2. PRESERVATION - ALL EXISTING STRUCTURAL EXTERIOR AND INTERIOR WALLS,

SLABS, ETC. TO REMAIN SHALL BE LEFT UNDISTURBED AND PROTECTED AS

NECESSARY IN ORDER TO MAINTAIN THE ORIGINAL INTEGRITY OF THE

MATERIALS AND STRUCTURE UNLESS OTHERWISE NOTED.

3. CONTRACTOR TO "SHORE UP" EXISTING WALLS, CEILING AND ROOF WHERE

NEEDED FOR NEW CONSTRUCTION.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR HAULING AND

DISPOSING OF ALL MATERIALS FROM ALL DEMOLITION WORK.

5. ALL EXTERIOR DOORS AND WINDOWS TO BE REMOVED.

6. ALL HURRICANE SHUTTERS TO BE REMOVED.

7. CONTRACTOR TO PROVIDE TEMPORARY MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION OPERATIONS.

8. PROTECT AND MAINTAIN ALL EXISTING CONDENSATE PIPES IN SOFFIT

9. REFER TO S-001 A.9 FOR DESIGN FLOOD ELEVATION.

LEGEND:

EXISTING BUILDING ELEMENT

TO BE REMOVED /

DEMOLISHED

EXISTING BUILDING ELEMENT

TO REMAIN

EXISTING ACOUSTICAL

CEILING TILE TO REMAIN

EXISTING GYPSUM BOARD

CEILING TO REMAIN

EXISTING VINYL SOFFIT TO

BE REMOVED

EXISTING EQUIPMENT TO BE

REMOVED AND PROTECTED

FOR REUSE.

PA

CAM

PC

2.1

A B C D E F G H I J K L M N O P Q R S T

EXISTING EXTERIOR SOFFIT PANELS TO BE REMOVED

THROUGHTOUT, TYP

REMOVE ANY UNUSED EQUIPMENT AND FIXTURES IN

SOFFITS AND PROTECT ANY EQUIPMENT AND FIXTURES

REQUIRED FOR REUSE.

EXISTING VAULTED WOOD

PANEL SOFFIT TO REMAIN

EXISTING VAULTED WOOD

PANEL SOFFIT TO REMAIN

CAM

CAM

PA

PA PA

CAM

CAM

REMOVE AND DISCARD

EXISTING GRILLE

CAM

REMOVE AND

DISCARD EXISTING

ACCESS PANEL; TYP.

REMOVE AND DISCARD

EXISTING GRILLE; TYP.

REMOVE AND

DISCARD EXISTING

ACCESS PANEL; TYP.

REMOVE AND DISCARD

EXISTING GRILLE; TYP.

REMOVE AND DISCARD

EXISTING 12" DIA

RECESSED LIGHT; TYP.

REMOVE AND DISCARD

EXISTING GRILLE

REMOVE AND DISCARD

EXISTING WALL CAP; TYP.

REMOVE AND DISCARD

EXISTING WALL CAP &

LOUVER1

104' - 2" 59' - 2" 61' - 2"

96' - 9" 73' - 6" 54' - 3"

PC

REMOVE AND

DISCARD EXISTING

ACCESS PANEL; TYP.

EXISTING ANTENNA

TO REMAIN

REMOVE AND

DISCARD EXISTING

ACCESS PANEL; TYP.

REMOVE AND DISCARD

EXISTING 12" DIA

RECESSED LIGHT; TYP.

" 87' - 11 1/4"

REMOVE AND DISCARD PORTION OF

EXISTING CEILING AS REQUIRED

FOR HURRICANE TIE INSTALLATION

REMOVE AND DISCARD PORTION OF

EXISTING CEILING AS REQUIRED

FOR HURRICANE TIE INSTALLATION

22' - 3 3/4" 4' - 8"

11' - 0 1/2"

EXPOSED TO ROOF

STRUCTURE AND DECK ABOVE

EXISTING CONCRETE BEAMS

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :0

P

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U s e rs

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\1

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. c o m

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DEMOLITION RCP

STOA #PROJECT NUMBER

AD-151

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN

A1

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

BOATHOUSE REFLECTED CEILING PLAN

A1

A-202

A1

A-201

A3

A-202

B1

A-201

A1

A-301

2.1

A B C D E F G H I J K L M N O P Q R

9' - 0" 26' - 0" 26' - 0" 26' - 0" 9' - 0"

1' - 1"

6' - 6" 13' - 0" 6' - 6" 13' - 0" 6' - 6" 13' - 0" 6' - 6"

1' - 1"

9' - 0" 13' - 0" 9' - 0" 13' - 0" 9' - 0"

S T

YARD

STORAGE

B-105

PAINT

LOCKER

B-108

ELECTRICAL

SHOP

B-103

STORAGE

B-107

STORAGE

B-106

ENGINEER

SHOP

B-101

BOATSWAIN

SHOP

B-102

B

5 B101a

B101b

B

B

B102a

B

B102b

TOILET

B-104

SHOWER

B-109

DS DS DS DS

DS1

DS DS

DS

7' - 6" 7' - 6"

GENERAL NOTES:

1. FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO PERFORMING NEW WORK.

2. CONTRACTOR SHALL COORDINATE WITH

ALL TRADES PRIOR TO COMMENCING

WORK.

3. COORDINATE WITH MECHANICAL,

PLUMBING, ELECTRICAL, TELECOM AND

SECURITY PRIOR TO COMMENCING ANY

WORK.

4. CONTRACTOR TO PROVIDE TEMPORARY

MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING

CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION

OPERATIONS.

5. REFER TO S-001 A.9 FOR DESIGN

FLOOD ELEVATION.

LEGEND:

NEW BUILDING ELEMENT

EXISTING BUILDING ELEMENT

TO REMAIN

EXISTING WALL TO REMAIN

DOWNSPOUT, CONNECT TO

EXISTING UNDERGROUND

STORM SYSTEM

DOWNSPOUT, DISCHARGE TO

NEW SPLASHBLOCK

DS

DS1

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

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G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

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FIRST FLOOR PLAN

STOA #PROJECT NUMBER

A-101

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN

DNDN

A1

A-202

A1

A-201

A3

A-202

B1

A-201

A1

A-301

2.1

A B C D E F G H I J K L M N O P Q R S T

9' - 0" 26' - 0" 26' - 0" 26' - 0" 9' - 0"

1' - 1"

6' - 6" 13' - 0" 6' - 6" 13' - 0" 6' - 6" 13' - 0" 6' - 6"

1' - 1"

9' - 0" 13' - 0" 9' - 0" 13' - 0" 9' - 0"

EMERGENCY

GENERATOR

A-214

LINEN

A-213

LAUNDRY

A-201

2 MAN

A-215

2 MAN

A-217

2 MAN

A-218

2 MAN

A-220

2 MAN

A-221

2 MAN

A-223

MAINTENANCE

A-224

OFFICE

B-202

OFFICE

B-203

OFFICE

B-204

GENERAL

OFFICE

B-205

MEN

B-207

LOBBY

B-201

PASSAGEWAY

A-212

STORAGE

A-202

2 MAN

A-203

2 MAN

A-205

2 MAN

A-206

2 MAN

A-208

2 MAN

A-210

MECHANICAL

A-211

MECHANICAL

C-202

LOUNGE/DINING

C-204

GAMES

C-203

DRY

STORES

C-209

TRASH

C-212

ENTRY

C-201

KITCHEN

C-210

A214

A212a

A202

A211

A212b

B207

A224

B

B201

C201

C212

C210

C202

A215 A217 A218 A220 A221 A223

B202 B203 B204 B205

B205c

C204a C204b

C203

WOMEN

B-208

A210A208A206A205A203

A2

A-301

BATH

B-206

STORAGE

B-209

STORAGE

C-206

STORAGE

C-207

TOILET

C-211

KITCHENETTE

C-208

STORAGE

C-205

DS DS DS DS

DS

DS

DSDS

DS DS

DS1

DS DSDS

DS

DSDS

16' - 6"

16' - 6"

16' - 6"

GENERAL NOTES:

1. FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO PERFORMING NEW WORK.

2. CONTRACTOR SHALL COORDINATE WITH

ALL TRADES PRIOR TO COMMENCING

WORK.

3. COORDINATE WITH MECHANICAL,

PLUMBING, ELECTRICAL, TELECOM AND

SECURITY PRIOR TO COMMENCING ANY

WORK.

4. CONTRACTOR TO PROVIDE TEMPORARY

MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING

CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION

OPERATIONS.

5. REFER TO S-001 A.9 FOR DESIGN

FLOOD ELEVATION.

LEGEND:

NEW BUILDING ELEMENT

EXISTING BUILDING ELEMENT

TO REMAIN

EXISTING WALL TO REMAIN

DOWNSPOUT, CONNECT TO

EXISTING UNDERGROUND

STORM SYSTEM

DOWNSPOUT, DISCHARGE TO

NEW SPLASHBLOCK

DS

DS1

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

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G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

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SECOND FLOOR PLAN

STOA #PROJECT NUMBER

A-102 0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN

1. CONTRACTOR SHALL COORDINATE WITH ALL

TRADES PRIOR TO FINAL ROOFING INSTALLATION

REFER TO MECHANICAL, ELECTRICAL, PLUMBING

AND TELECOM DRAWINGS FOR ADDITIONAL

INFORMATION.

2. ROOFING SURFACES SHALL MEET IECC

REFLECTANCE FACTORS.

3. CONTRACTOR SHALL FOLLOW SHEET METAL AND

AIR CONDITIONING CONTRACTORS' NATIONAL

ASSOCIATION (SMACNA) STANDARDS FOR ALL ROOF

TOP PENETRATIONS.

4. COORDINATE ROOF TOP EQUIPMENT WITH

STRUCTURAL AND MECHANICAL DRAWINGS.

5. PIPING PENETRATION THRU ROOFS SHALL BE

DESIGNED WITH INVERTED P-TRAP STYLE PIPING.

FILL ALL PIPING ROUTED THRU PIPING WITH

SEALING MATERIAL TO REDUCE AIR AND WATER

INFILTRATION.

6. PROVIDE ADEQUATE ROOF PROTECTION WHERE

ACCESS REQUIRED FOR MAINTENANCE OF KITCHEN

AND OTHER PERTINENT ROOFTOP EQUIPMENT.

7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION ON WIND FACTORS AND PRESSURES

TO DESIGN THE ROOF SYSTEM AND COMPONENTS.

8. SUBMIT PRODUCTS THAT MEET OR EXCEED WIND

PRESSURES AS STATED ON STRUCTURAL

DRAWINGS.

9. ALL FASTENERS AND FLASHING COMPONENTS

SHALL MATCH ADJACENT ROOF PANEL COLORS.

10. CONTRACTOR TO SUBMIT SHOP DRAWINGS

INDICATING ALL TYPICAL FLASHING DETAILS AND

ROOF SLOPES FOR APPROVAL. PROVIDE MIN 1/4"

PER FOOT SLOPE, TYPICAL.

11. CONTRACTOR TO PROVIDE TEMPORARY MEASURES

TO PROTECT AND SECURE STRUCTURE FROM

WEATHER DURING CONSTRUCTION. PROVIDE WORK

PLAN TO MINIMIZE DISRUPTION OF STATION

OPERATIONS.

LEGEND:

DS

DS1

VTR

DOWNSPOUT, CONNECT TO

EXISTING UNDERGOUND

STORM SYSTEM

DOWNSPOUT, DISCHARGE TO

NEW SPLASHBLOCK

EXISTING VENT THRU ROOF

SLOPE INDICATOR

LIGHTNING PROTECTION ROD;

SEE ELECTRICAL

LR

RAINFALL GALLONS PER MINUTE CALCULATION

HORIZONTAL PROJECTION OF ROOF: 12,468 SQUARE FEET

RAINFALL RATE (R): 10.1 INCHES PER HOUR

(TABLE 1-2, SMACNA,

LOCATION: TRENTON, NJ)

GPM = 0.0104 x R x A GPM = 0.0104 x 10.1 x 12,468 = 1,310 GPM

RAINFALL INTENSITY (10 YEAR) = 7.9 IN./ HR.

RAINFALL INTENSITY (100 YEAR) = 10.1 IN./HR.

DRAINABLE AREA (10 YEAR) = 150 SQ. FT.

DRAINABLE AREA (100 YEAR) = 120 SQ. FT.

GUTTER LENGTH = 578 FT.

MAX. GUTTER SERVED BY EACH DS = 30 FT.

MINIMUM NUMBER OF DS = 20

MAX. ROOF AREA SERVED BY EACH DS = 623 SQ. FT.

MIN. GUTTER WIDTH = 5 IN. MIN. GUTTER DEPTH = 5 IN.

MIN. DS SIZE = 4 IN. X 4 IN. or 16 SQ. IN.

DOWNSPOUT SIZE CALCULATION (TABLE G-2, SMACNA)

PROVIDED: 23 DOWNSPOUTS AT 4 IN. x 4 IN.

DOWNSPOUTS TO DISCHARGE UNDERGROUND INTO

EXISTING STORMWATER SYSTEM.

GUTTER CALCULATIONS:

A1

A-201

A3

A-202

B1

A-201

A1

A-301

2.1

A B C D E F G H I J K L M N O P Q R S T

PROVIDE NEW PREFINISHED ALUMINUM

STANDING SEAM METAL ROOF, INTEGRAL

GUTTERS PREFORMED ALUMINUM FASCIA AND

SOFFIT PANELS THROUGHOUT, TYP

NOTE: INSTALL NEW DOWNSPOUTS IN ORIGINAL

LOCATIONS AND ROUTE TO EXISTING

UNDERGROUND STORMWATER SYSTEM. CLEAN

AND FLUSH STORM DRAINAGE SYSTEM TO

EXISTING DAYLIGHT AT CURB.

A2

A-301

VTR VTR

VTR

VTR

VTR

VTR

VTR

VTR

4" / 1'-0"

4" / 1'-0"

4" / 1'-0"

4" / 1'-0"

4" / 1'-0"

4" / 1'-0"

4" / 1'-0"4" / 1'-0"

4" / 1'-0"4" / 1'-0"

DS DS DS

DSDS

DSDS

DSDS

DS

DSDS DS DS

DS

DS

96' - 9 1/2" 73' - 6 1/4" 54' - 3 1/2"

104' - 5 1/4" 58' - 8 3/4" 61' - 5 1/4"

A-500

A1

TYP

B1 A-500

TYP

B2

A-500

TYP

A-500

A2

TYP

A-501

A1

TYP

VTR

VTR

VTR

VTRVTR

LR

VTR

VTRLR

LR LR LR LR LR LR

LR LR LR

LR

LR LR LR

LR

LR

LR

LRLRLR

LR

LR

LRLR

LR

LR

LRLRLRLRLRLR

LR LR LR

FLUE

DS1

EXISTING MECHANICAL EQUIPMENT

TO REMAIN

EXISTING WALL

MOUNT ANTENNA

TO REMAIN

A-500

A2

B2

A-500

B2

A-500

B2

A-500

B2

A-500

B1

A-500

B2

A-500 B2

A-500

B1

A-501

B1

A-501

B1 A-501

B1

A-501

B1

A-501

B1

A-501

B1 A-501

B2

A-500

B1 A-500

B2 A-500

B2 A-500

MECHANICAL

EQUIPMENT; SEE

MECHANICAL

EXISTING GENERATOR

EXHAUST PIPE WITH

FLIP TOP TERMINATION

TO REMAIN

PROVIDE NEW PREFINISHED ALUMINUM

STANDING SEAM METAL ROOF

4" / 1'-0"

4" / 1'-0"

73' - 0 1/2"

B2 A-500

B2 A-501

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

W o o d U

S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

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ROOF PLAN

STOA #PROJECT NUMBER

A-140 0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

OVERALL ROOF PLAN

A1

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

BOATHOUSE ROOF PLAN

LEGEND:

EXISTING GYPSUM BOARD CEILING

TO REMAIN

GYPSUM BOARD CEILING

EXISTING ACOUSTICAL TILE

CEILING TO REMAIN

PREFORMED ALUMINUM SOFFIT

PANEL

EXISTING WOOD PANEL SOFFIT

EXISTING EXIT SIGN

EXISTING EQUIPMENT TO BE

REINSTALLED AT EXISTING

LOCATION

EXIT

PA

CAM

PC

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXACT

BUILT CONDITIONS PRIOR TO COMMENCING

WORK.

2. CONTRACTOR SHALL COORDINATE WITH ALL

TRADES PRIOR TO INSTALLING ANY CEILING

MOUNTED DEVICE.

3. PROVIDE REINFORCING ABOVE CEILING

WHERE REQUIRED TO SUPPORT CEILING

COMPONENTS, COORDINATE WITH ALL

DISCIPLINES.

4. CONTRACTOR TO PROVIDE TEMPORARY

MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING

CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION

OPERATIONS.

A1

A-301

2.1

A B C D E F G H I J K L M N O P Q R S T

PROVIDE NEW PREFORMED ALUMINUM

SOFFIT PANELS, TYP

REINSTALL REQUIRED EQUIPMENT AND

FIXTURES AND PROVIDE ACCESS

PANELS ONLY AS REQUIRED FOR

ACCESSING EXISTING ATTIC EQUIPMENT

NOT ACCESSIBLE FROM THE ATTIC

A2

A-301

92' - 9 1/2" 4' - 0"6' - 10" 13' - 2 1/4" 26' - 0" 13' - 2 1/4" 6' - 10"3' - 6" 50' - 3 1/2" 4' - 0"

"9

4' - 0" 96' - 5" 4' - 0" 16' - 4 1/2" 26' - 0" 16' - 4 1/2" 4' - 0" 53' - 5" 4' - 0"

4' - 0"

E X

IT

E X

IT

E X

IT

EXIT EXIT

EXIT

EXIT

EXIT

E X

IT

E X

IT

E X

IT

CAM

CAM

PA

PA PA

CAM

CAM

CAM

12" DIA RECESSED LIGHT,

SEE ELECTRICAL; TYP.

EXISTING ANTENNA

TO REMAIN

ALUM GRILLE, SEE

MECHANICAL, TYP.

ALUM GRILLE, SEE

MECHANICAL; TYP.

ALUM GRILLE, SEE MECHANICAL; TYP.

ALUM GRILLE, SEE

MECHANICAL; TYP.

ALUM WALL CAP, SEE

MECHANICAL; TYP.

ALUM WALL CAP &

LOUVER, SEE

MECHANICAL; TYP.

PC

12" DIA RECESSED LIGHT,

SEE ELECTRICAL; TYP.

PROVIDE NEW GYPSUM CEILING;

FINISH AND PAINT TO MATCH

ADJACENT CEILING

PROVIDE NEW GYPSUM CEILING;

FINISH AND PAINT TO MATCH

ADJACENT CEILING

87' - 11 1/4"

22' - 3 3/4" 4' - 8"

11' - 0 1/2"

EXPOSED TO ROOF

STRUCTURE AND DECK ABOVE

EXISTING CONCRETE BEAMS

B2

A-501

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

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U s e rs

\m m o o re

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G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

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REF. CEILING PLAN

STOA #PROJECT NUMBER

A-151

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

REFLECTED CEILING PLAN

A1

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

BOATHOUSE REFLECTED CEILING PLAN

1. SUBMIT PRODUCT LITERATURE,

CERTIFICATIONS, TEST REPORTS AND FULL

MATERIAL SAMPLES OF EACH COLOR

SPECIFIED.

2. REFER TO SHEET A-600 FOR ADDITIONAL

DOOR AND WINDOW INFORMATION.

3. VERIFY ALL OPENING SIZES IN FIELD.

4. CONTRACTOR TO PROVIDE TEMPORARY

MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING

CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION

OPERATIONS.

5. PROVIDE GUTTER EXPANSION JOINTS AT

20'-0" OC MAX, SEE DETAIL B3/A-500.

LEGEND:

NEW PREFINISHED ALUMINUM

STANDING SEAM METAL ROOFING

EXISTING WALL TO REMAIN

NEW WALL PACK; SEE ELECTRICAL

LEVEL 01

7' - 6"

LEVEL 02

16' - 6"

ROOF

24' - 7 1/2"

A1

A-301

ABCDEFGHIJKLMNOPQRST

PROVIDE NEW ALUMNUM 8'-0" x 7'-0"

HURRICANE RESISTANT LOUVER,

SEE DETAILS A1, B1 AND C1/A-602 FOR DETAILS

PROVIDE NEW HURRICANE

RESISTANT ALUMINUM SLIDING

DOORS AND FRAMES, TYP

PROVIDE NEW HURRICANE RESISTANT

OVERHEAD SECTIONAL DOOR, TYP

PROVIDE NEW PREFINISHED ALUMINUM STANDING SEAM

METAL ROOF, INTEGRAL GUTTERS PREFORMED ALUMINUM

FASCIA AND SOFFIT PANELS THROUGHOUT, TYP

NOTE: INSTALL NEW DOWNSPOUTS IN ORIGINAL

LOCATIONS AND ROUTE TO EXISTING UNDERGROUND

STORMWATER SYSTEM. CLEAN AND FLUSH STORM

DRAINAGE SYSTEM TO EXISTING DAYLIGHT AT CURB.

C

A

LIGHTNING PROTECTION ROD,

SEE ELECTRICAL TYP

C204b C204a B205 B204 B203 B202 A223 A221 A220 A218 A217 A215

B108

B102b

B103 B104 B105

B101b

GUTTER EXPANSION JOINT

AT 20'-0" OC MAX, TYP

MECHANICAL EQUIPMENT; SEE MECHANICAL

LEVEL 01

7' - 6"

LEVEL 02

16' - 6"

ROOF

24' - 7 1/2"

A1

A-301 A B C D E F G H I J K L M N O P Q R S T

PROVIDE NEW HURRICANE

RESISTANT FRP DOORS AND

FRAMES, TYP

PROVIDE NEW HURRICANE

RESISTANT ALUMINUM

STOREFRONT AND FRAME

A2

A-301

B

PROVIDE NEW PREFINISHED ALUMINUM STANDING SEAM

METAL ROOF, INTEGRAL GUTTERS PREFORMED ALUMINUM

FASCIA AND SOFFIT PANELS THROUGHOUT, TYP

NOTE: INSTALL NEW DOWNSPOUTS IN ORIGINAL LOCATIONS

AND ROUTE TO EXISTING UNDERGROUND STORMWATER

SYSTEM. CLEAN AND FLUSH STORM DRAINAGE SYSTEM TO

EXISTING DAYLIGHT AT CURB. LIGHTNING PROTECTION ROD,

SEE ELECTRICAL TYP

A203 A205 A206 A208 A210 B208 B201

GUTTER EXPANSION JOINT

AT 20'-0" OC MAX, TYP

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

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U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

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S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

.r v t

BUILDING ELEVATIONS

STOA #PROJECT NUMBER

A-201

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

B1

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

1. SUBMIT PRODUCT LITERATURE,

CERTIFICATIONS, TEST REPORTS AND FULL

MATERIAL SAMPLES OF EACH COLOR

SPECIFIED.

2. REFER TO SHEET A-600 FOR ADDITIONAL

DOOR AND WINDOW INFORMATION.

3. VERIFY ALL OPENING SIZES IN FIELD.

4. CONTRACTOR TO PROVIDE TEMPORARY

MEASURES TO PROTECT AND SECURE

STRUCTURE FROM WEATHER DURING

CONSTRUCTION. PROVIDE WORK PLAN TO

MINIMIZE DISRUPTION OF STATION

OPERATIONS.

5. PROVIDE GUTTER EXPANSION JOINTS AT

20'-0" OC MAX, SEE DETAIL B3/A-500.

LEGEND:

NEW PREFINISHED ALUMINUM

STANDING SEAM METAL ROOFING

EXISTING WALL TO REMAIN

NEW WALL PACK; SEE ELECTRICAL

LEVEL 01

7' - 6"

LEVEL 02

16' - 6"

ROOF

24' - 7 1/2"

122.1345

PROVIDE NEW HURRICANE

RESISTANT FRP DOORS

AND FRAMES, TYP

PROVIDE NEW PREFINISHED ALUMINUM

STANDING SEAM METAL ROOF, INTEGRAL

GUTTERS PREFORMED ALUMINUM FASCIA AND

SOFFIT PANELS THROUGHOUT, TYP

NOTE: INSTALL NEW DOWNSPOUTS IN ORIGINAL

LOCATIONS AND ROUTE TO EXISTING

UNDERGROUND STORMWATER SYSTEM. CLEAN

AND FLUSH STORM DRAINAGE SYSTEM TO

EXISTING DAYLIGHT AT CURB.

LIGHTNING

PROTECTION ROD,

SEE ELECTRICAL TYP

C212 C210

GUTTER EXPANSION

JOINT 20'-0" OC

MAX, TYP

LEVEL 01

7' - 6"

LEVEL 02

16' - 6"

ROOF

24' - 7 1/2"

1 2 2.1 3 4 5

PROVIDE NEW PREFINISHED ALUMINUM STANDING

SEAM METAL ROOF, INTEGRAL GUTTERS PREFORMED

ALUMINUM FASCIA AND SOFFIT PANELS

THROUGHOUT, TYP

NOTE: INSTALL NEW DOWNSPOUTS IN ORIGINAL

LOCATIONS AND ROUTE TO EXISTING UNDERGROUND

STORMWATER SYSTEM. CLEAN AND FLUSH STORM

DRAINAGE SYSTEM TO EXISTING DAYLIGHT AT CURB.

LIGHTNING PROTECTION ROD,

SEE ELECTRICAL TYP

A214 A212a A202

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

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\1

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G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

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BUILDING ELEVATIONS

STOA #PROJECT NUMBER

A-202

0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

EAST ELEVATION

A1 0'4'8' 16'8'

SCALE: 1/8" = 1'-0"

WEST ELEVATION

A3

GENERAL

OFFICE

B-205

BOATSWAIN

SHOP

B-102

A-501

B1

A-601

C2

A-601

A2

A-601

C3

A-601

A3

TYP

EXISTING PLYWOOD SHEATHING

AND WOOD TRUSSES

PREFINISHED ALUMINUM STANDING

SEAM METAL ROOF OVER

SELF-ADHERED ROOFING

UNDERLAYMENT

HARD COAT STUCCO

OVER EXISTING CMU

PREFORMED ALUMINUM

SOFFIT PANELS OVER

EXISTING FRAMING

DOOR AS SCHEDULED

EXISTING CONCRETE

SLAB

EXISTING RAILING

HARD COAT STUCCO

OVER EXISTING CMU

DOOR AS SCHEDULED

EXISTING CONCRETE

SLAB

EXISTING COLUMN

SPRAY FOAM TO SEAL WALL

TO ROOF CONNECTION

BETWEEN WOOD TRUSSED

RAFTERS, TYP.

DS

LEVEL 01

7' - 6"

LEVEL 02

16' - 6"

ROOF

24' - 7 1/2"

2 MAN

A-208

A-601

C2

A-601

A2

A-501

B1

PREFINISHED ALUMINUM

STANDING SEAM METAL ROOF

OVER SELF-ADHERED ROOFING

UNDERLAYMENT

EXISTING PLYWOOD SHEATHING

AND WOOD TRUSSES

PREFORMED ALUMINUM SOFFIT

PANELS OVER EXISTING

FRAMING

HARD COAT STUCCO OVER

EXISTING CMU

DOOR AS SCHEDULED

EXISTING CONCRETE SLAB

OH

OH

OH

SPRAY FOAM TO SEAL WALL

TO ROOF CONNECTION

BETWEEN WOOD TRUSSED

RAFTERS, TYP.

NEW PLYWOOD SHEATHING AND

SELF-ADHERED ROOFING

UNDERLAYMENT AND SPRAY FOAM

INFILL WHERE DORMER WAS

REMOVED, TYP

DS

LEGEND:

NEW BUILDING ELEMENT

EXISTING BUILDING ELEMENT

TO REMAIN

EXISTING WALL TO REMAIN

DOWNSPOUT, CONNECT TO

EXISTING UNDERGROUND

STORM SYSTEM

DS

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

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\1

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G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

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BUILDING SECTIONS

STOA #PROJECT NUMBER

A-301

0' 2'1'6"1'

SCALE: 3/4" = 1'-0"

BUILDING SECTION

A1 0' 2'1'6"1'

SCALE: 3/4" = 1'-0"

BUILDING SECTION

A2

1'-2"

8 "

EXISTING PLYWOOD

SHEATHING AND WOOD

TRUSSES

PREFINISHED VALLEY FLASHING

RETAINER STRIP

FASTENERS

SELF-ADHERED ROOFING

UNDERLAYMENT

PREFINISHED ALUMINUM STANDING

SEAM METAL ROOFING

PREFINISHED RIDGE CAP

ZEE CLOSURE AND

CONT SEALANT

PREFINISHED ALUMINUM STANDING

SEAM METAL ROOFING

ROOF PANEL CLIP

AND BEARING PLATE

FASTENERS

EXISTING PLYWOOD

SHEATHING AND WOOD

TRUSSES

SELF-ADHERED ROOFING

UNDERLAYMENT

8"

1"

8"

1"

EXPANSION JOINT COVER

SEAL AND RIVET END PIECE

GUTTER COVER PLATE

EXPANSION

JOINT COVER

SEAL AND RIVET

END PIECE

FLANGE OF

BACK GUTTER

COVER PLATE

VENT PIPE COLLAR TO

MATCH STANDING SEAM

METAL ROOFING

CLAMPING RING AND

CONT SEALANT

PREFINISHED

ALUMINUM STANDING

SEAM METAL ROOFING

PRE-MANUFACTURED

FLEXIBLE PIPE FLASHING,

WEATHERPROOF COLOR TO

MATCH STANDING SEAM

METAL ROOFING

EQ

EQ

CL

1" APART, TYP

SET IN CONT SEALANT

NOTE:

MIN. 18 GAUGE (TO MATCH PREFINISHED

METAL ROOF PANEL) GALVANIZED

PRE-FINISHED STEEL ALL WELDED

ONE PIECE CONSTRUCTION, 8" MINIMUM

CURB HEIGHT, WITH BUILT-IN CRICKET

TO DIVERT WATER. ANCHOR TO MEET

WIND LOAD.

ROOF CURBS NOTES :

• MIN. 18 GAUGE GALVANIZED STEEL. ALL

WELDED, FACTORY PREFORMED, WITH

BUILT IN CRICKET TO DIVERT WATER.

• CRICKET SLOPE: 1/2" FT. MIN.,

MINIMUM 3" ATTACHMENT FLANGES.

• MINIMUM 8" HIGH CURBS AND BUILT-

IN RIB CONFIGURATIONS DESIGNED TO

FIT THE SPECIFIC PANEL TO WHICH

THEY WILL MOUNT.

• CURBS MUST BE FABRICATED FROM

GALVALUME COATED STEEL SHEET

COMPATIBLE WITH THE ROOF PANELS.

• PROVIDE A WATER TIGHT SEAL.

• FINISH TO MATCH ADJACENT ROOF.

4" MIN.

DIMENSION TO MATCH

REQUIRED PANEL

MODULE

4" MIN.

SECTION A-A CURB RAKE

INTEGRAL CRICKET

INSIDE CLOSURE

OPENING TO CONFORM TO SPECIFIC

EQUIPMENT SIZE AND SHAPE, PROVIDE STRUCT

SUPPORT @ FOUR CORNERS OF OPENINGS -

SEE STRUCT

CUSTOM FABRICATED ROOF

CURB AND PANEL OVER

CONTINUOUS CLEAT SOLDERED

OR MECH. FASTENED

CORRUGATION SIZE, SHAPE

AND SPACING TO MATCH

ROOF PANEL

U.V. RESISTANT SEALANT

25 GA. MIN.

METAL RAIN

COLLAR WITH

STAINLESS STEEL

HOSE CLAMP,

FINISH TO MATCH

ROOFING

ROOF CURB

25 GA. MIN.

METAL FLASHING

FINISHED TO

MATCH ROOFING.

SECURE WITH

STAINLESS STEEL

HOSE CLAMP.

INSULATION PER

ROOF MFR'S

RECOMMENDATIONS

CL

EQ

EQ

CRICKETINSIDE CLOSURE

SSMR

PREFABRICATED METAL CURB

1/2 WIDTH OF

CURB OR 24"

MAX.

SECTION B-B HI-LO SIDE

A

A

B

B

EXISTING WOOD TRUSSES

WRAP UNDERLAYMENT UP THE CURB

WRAP CRICKET UP THE CURB

METAL FLASHING

6"

ZEE CLOSURE AND CONT SEALANT

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

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S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

.r v t

ARCHITECTURAL DETAILS

STOA #PROJECT NUMBER

A-500

0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

VALLEY FLASHING DETAIL

B1 0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

RIDGE FLASHING DETAIL

B2 0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

GUTTER EXPANSION JOINT

B3

0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

VENT THRU ROOF DETAIL

A1 0' 1'6"3"6"

SCALE: 1 1/2" = 1'-0"

ROOF CURB DETAIL

A2

PREFINISHED ALUMINUM

STANDING SEAM METAL

ROOF

SELF-ADHERED ROOFING

UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING AND

WOOD TRUSSES

PREFINISHED METAL

FLASHING

PREFINISHED METAL

GUTTER

PREFORMED ALUMINUM

SOFFIT

PT WOOD BLOCKING

PREFINISHED METAL

DOWNSPOUT

PREFINISHED RIDGE CAP

8"MIN

LIGHTNING ROD BASE SET

IN MBR UTILITY CEMENT

PER MANUFACTURER'S

RECOMMENDATIONS

LIGHTNING ROD CABLE

LIGHTNING ROD

8" X 8" WALK PAD

EXISTING PLYWOOD

SHEATHING AND WOOD

TRUSSES

SELF-ADHERED ROOFING

UNDERLAYMENT

PREFINISHED ALUMINUM

STANDING SEAM METAL ROOF

PREFINISHED ALUMINUM

STANDING SEAM METAL

ROOF

SELF-ADHERED ROOFING

UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING AND

WOOD TRUSSES

PREFINISHED METAL

FLASHING

PREFORMED ALUMINUM

SOFFIT

PT WOOD BLOCKING

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :5

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

W o o d U

S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

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ARCHITECTURAL DETAILS

STOA #PROJECT NUMBER

A-501

0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

TYP GUTTER DETAIL

B1

0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

LIGHTNING ROD DETAIL

A1

0' 6"3"1-1/2"3"

SCALE: 3" = 1'-0"

TYP BOATHOUSE DETAIL

B2

ABBREVIATIONS:

ALUM ALUMINUM

EX EXISTING

FG FULL GLASS

FL FLUSH PANEL WITH FULL LOUVER

FP FLUSH PANEL

FRP FIBER REINFORCED PLASTIC

OHSD OVERHEAD SECTIONAL DOOR

PR PAIR

SL SLIDER

STL STEEL

GENERAL NOTES:

1. ALL HARDWARE TO BE SUPPLIED WITH

DOOR, REFER TO SPECIFICATIONS FOR

ALL DOOR HARDWARE SETS.

2. CONTRACTOR TO FIELD VERIFY ALL

OPENING SIZES PRIOR TO PROCUREMENT

AND INSTALLATION.

3. COORDINATE AND INSTALL DOORS IN

STRICT ACCORDANCE WITH THE

MANUFACTURER'S PRINTED INSTRUCTIONS.

4. COORDINATE HURRICANE RESISTANT

DOOR AND WINDOW ANCHORS WITH

STRUCTURAL DESIGN WIND LOAD FOR

CLADDING ON SHEET S-001.

5. INSTALL SEALANT AND BACKING ROD AS

PER INDUSTRY STANDARDS AND

MANUFACTURE'S RECOMMENDATIONS.

6. FIELD VERIFY WALL THICKNESS AND

COORDINATE WITH DOOR FRAME.

GLAZING:

1" INSULATED IMPACT GLASS WITH LOW-E

COATING

MONOLITHIC IMPACT GLASS WITH LOW-E

COATING, COLOR TO MATCH INSULATED

UNIT

G1

G2

OHSDFP FG

DOOR TYPES

SEE SCHEDULE SEE SCHEDULE

S E E

S C H E D U

LE

S E E

S C H E D U

LE

SL

S E E

S C H E D U

LE

SEE SCHEDULE

SL-4

S E E

S C H E D U

LE

SEE SCHEDULE

G2

G2 G2G2 G2 G2 G2

FL

S E E

S C H E D U

LE

SEE SCHEDULE

S E E

S C H E D U

LE

SEE SCHEDULE

(5)

LITES

TYPE

G2

S E E

S C H E D U

LE

SEE SCHEDULE

S E E

S C H E D U

LE

SEE SCHEDULE

SEE SCHEDULE

S E E

S C H E D U

LE

FRAME TYPES

B

G1

G1 G1

G1

G1G1

3' - 0"

(2) EQ PANELS

6' - 0"3' - 0"

LEVEL 02

16' - 6"

WINDOW TYPES

A

G1G1 G1 G1

5' - 6 1/2"1' - 0"12' - 0"1' - 0"5' - 6 1/2"

C

G1 G1 G1

(3) EQ PANELS

8' - 0"

I D

E T

N U

TATS

SE

RD

A U

G

ST

AOC

100% SUBMITTAL

CIVIL ENGINEERING UNIT

OAKLAND, CA 94612-5203

HURRICANE M & R

DISCIPLINE/SHT NO

CONSULTANTS

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:335000020

CAD FILE NAME:

DESIGNED BY: MM

DRAWN BY: JH

EDITED BY: JH

CHECKED BY: CK

SCALE: AS SHOWN

SHEET TITLE

PLOT SCALE:

DESTIN FL

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT MGR:

APPROVED BY:

DIVISION CHIEF

PROJECT NUMBER DRAWING NUMBER

17057542

SHEET OF 44

TECHNICAL DIRECTOR DATE

STATION BUILDING

Joint Venture

ARCHITECTURAL

U.S. COAST GUARD

04/20/2021

1301 CLAY STREET

USCG, CEU OAKLAND

OAKLAND

USCG STATION, DESTIN

C

B

A

1 2 3 4

1 2 3 4

A

C

B

4/20/21

17057542

0 04/20/21 ISSUED FOR BID

/2

/2

:5 :0

P

M C

U s e rs

\m m o o re

\ D o c u m e n ts \L o c a l P ro je c t s

\1

W o o d U

S C

G D e s ti n A rc h m m o o re s t o a a rc h it e c ts

. c o m

.r v t

DOOR & WINDOW TYPES

STOA #PROJECT NUMBER

A-600

DOOR SCHEDULE

MARK

DOOR FRAME

TYPE

DETAIL FIRE

RATING HARDWARE SET REMARKSPANEL WIDTH HEIGHT THICK MATERIAL TYPE MATERIAL HEAD JAMB SILL

A202 PR 2' - 0" 7' - 0" 1 3/4" FRP FP FRP 2 C1/A-601 B1/A-601 A1/A-601 - 2.0

A203 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A205 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A206 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A208 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A210 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A211 PR 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 2 C1/A-601 B1/A-601 A1/A-601 - 2.0

A212a 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 3.0 EX EXIT DOOR

A212b 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 9.0 EX EXIT DOOR

A214 PR 2' - 0" 7' - 0" 1 3/4" FRP FL FRP 2 C1/A-601 B1/A-601 A1/A-601 - 1.0

A215 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A217 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A218 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A220 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A221 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A223 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

A224 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 10.0

B101a 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 3.0

B101b 10' - 0" 7' - 0" 2" STL OHSD -- -- C3/A-601 B3/A-601 A3/A-601 - 14.0

B102a 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 4.0

B102b 10' - 0" 7' - 0" 2" STL OHSD -- -- C3/A-601 B3/A-601 A3/A-601 - 14.0

B103 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 4.0

B104 2' - 6" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 7.0

B105 3' - 6" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 4.0

B108 3' - 6" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 90 MIN 4.0

B201 PR 6' - 0" 7' - 0" 2" ALUM FG ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

B202 12' - 0" 7' - 0" 2" ALUM SL-4 ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

B203 12' - 0" 7' - 0" 2" ALUM SL-4 ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

B204 12' - 0" 7' - 0" 2" ALUM SL-4 ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

B205 12' - 0" 7' - 0" 2" ALUM SL-4 ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

B205c 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 11.1 EX EXIT DOOR

B207 2' - 6" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 12.0

B208 2' - 6" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 12.0

C201 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 11.0 EX EXIT DOOR

C202 PR 2' - 6" 7' - 0" 1 3/4" FRP FP FRP 2 C1/A-601 B1/A-601 A1/A-601 - 8.0

C203 6' - 0" 7' - 0" 2" ALUM SL ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

C204a 12' - 0" 7' - 0" 2" ALUM SL-4 ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0 EX EXIT DOOR

C204b 12' - 0" 7' - 0" 2" ALUM SL-4 ALUM 3 C2/A-601 B2/A-601 A2/A-601 - 13.0

C210 3' - 0" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 5.0 EX EXIT DOOR

C212 2' - 8" 7' - 0" 1 3/4" FRP FP FRP 1 C1/A-601 B1/A-601 A1/A-601 - 6.0

HARD COAT STUCCO

OVER EXISTING CIP

CONCRETE

CONTINUOUS BACKER

ROD & SEALANT

PT SHIM AS REQUIRED

FRP FRAME, PAINTED

S E E

S C H E D U

LE

HARD COAT STUCCO

OVER EXISTING CMU

CONTINUOUS BACKER

ROD & SEALANT

JAMB ANCHORS, (3)

MIN EACH SIDE

FRP FRAME, PAINTED

DOOR AS SCHEDULED

HARD COAT STUCCO

OVER EXISTING CIP

CONCRETE

CONTINUOUS BACKER

ROD & SEALANT

PT SHIM AS REQ'D

DOOR OR WINDOW AS

SCHEDULED

PREFINISHED

ALUMINUM

THRESOLD SET IN

CONTINUOUS

SEALANT BED

EXISTING CONCRETE

SLAB

DOOR AS

SCHEDULED

THRESHOLD

GASKET

DOOR AS SCHEDULED

PREFINISHED ALUMINUM

THRESHOLD SET IN

CONTINUOUS SEALANT BED

EXISTING SLAB

FRP FRAME BEYOND,

PAINTED

THRESHOLD GASKET

ANCHOR STEEL ANGLE

TO EXISTING CMU WITH

EXPANSION ANCHORS

PER MFR…