1 FLEET LANDING Coleman Bldg Reno COMM21-0042 fire review_1SHEET PRINTED ON:FILE PATH:DATE:
1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 414.431.3131 TEL 414.431.0531 FAX WWW.AGARCH.COM
AG PROJECT NUMBER:
SHEET INDEX
8/9/2021 10:33:34 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvtAtlantic Beach, Florida
Coleman Remodel
6 AUG 2021
200801
ARCHITECTURAL
G001 COVER SHEET SMALL PROJECTS
G110 LIFE SAFETY PLAN CODE COMPLIANCE & GENERAL INFORMATION
G111 1" = 20'-0" PHASING PLANS
G220 1" = 1/16" SITE PLAN SITE DEMO PLAN AND DETAILS
A101 1/8" FIRST FLOOR DEMO PLAN
A102 1/8" SECOND FLOOR DEMO PLAN
A201 1/8" FIRST FLOOR PLAN
A202 1/8" SECOND FLOOR PLAN
A203 1/8" FIRST FLOOR REFLECTED CEILING PLAN
A204 1/8" SECOND FLOOR REFLECTED CEILING PLAN
A400 3/8" INTERIOR ELEVATIONS
A401 3/8" INTERIOR ELEVATIONS
A402 3/8" INTERIOR ELEVATIONS
A403 3/8" INTERIOR ELEVATIONS
A500 3/8" EXTERIOR ELEVATIONS
A600 1/4" BUILDING SECTION
A601 3/8" WALL AND STAIR SECTIONS
A602 3/8" STAIR SECTIONS
A603 3/8" WALL SECTIONS
A700 1-1/2" DETAILS
AT110 DOOR SCHEDULE AND DETAILS
AT111 STOREFRONT ELEVATIONS
AT300 WALL TYPES
AT400 TYPICAL DETAILS
OWNER
DEVELOPMENT CONSULTANT
Clark Advisory Services
1015 Atlantic Boulevard
Atlantic Beach, FL 32233
904.834.9373
407.235.8053 (C)
One Fleet Landing Boulevard
Atlantic Beach, FL 32233
Fleet Landing
FOOD SERVICE CONSULTANT
Scopos Hospitality Group
300 West Chestnut Street, Suite 201
Ephrata, PA 17522
717.733.5810
INTERIOR DESIGN
Studio 121 Inc.
2305 Kline Ave Suite 100
Nashville, TN 37211
615.469.4121
615.469.6121 (fax)
STRUCTURAL CONSULTANT
McVeigh & Mangum
Engineering, Inc
9133 RG Skinner Pkwy
Jacksonville, FL 62256
904.438.5200
MEP CONSULTANT
Professional Engineering
Consultants, P.A.
303 South Topeka
Wichita, KS 67202
(316) 262-2691
INTERIOR DESIGN
ID O00
ID 001
ID 002
ID 003
ID 101
ID 102
ID 201
ID 202
ID 301
ID 302
ID400
ID401
ID402
ID403
ID404
ID405
ID406
ID407
ID408
ID409
ID410
ID411
ID412
ID413
FINISH SCHEDULE
FINISH SCHEDULE
FINISH SCHEDULE
FINISH SCHEDULE
1ST FLOOR -FINISH PLAN
2ND FLOOR -FINISH PLAN
1ST FLOOR -EXTENT OF FLOOR FINISH PLAN
2ND FLOOR -EXTENT OF FLOOR FINISH PLAN
1ST FLOOR -FURNITURE + CLEANWALL PLAN
2ND FLOOR -FURNITURE + CLEANWALL PLAN
MOULDING PROFILES
1ST FLOOR -DETAIL DESIGNATION PLAN
2ND FLOOR -DETAIL DESIGNATION PLAN
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
FOOD SERVICE - INDEX
QF-A000 COVER SHEET
QF-A100 KEY PLAN
QF-A110 RESPONSIBILITY SCHEDULE
QF-B120 LEVEL 1 BAR EQUIPMENT PLAN
QF-B121 LEVEL 1 BAR 3D VIEWS
QF-B130 BAR EQUIPMENT SCHEDULE
QF-B200 ELECTRICAL ROUGH-IN PLAN
QF-B300 PLUMBING ROUGH-IN PLAN
QF-B400 ELEVATIONS
QF-B401 ELEVATIONS
QF-B500 SECTIONS
QF-C101 EXISTING CONDITIONS
QF-C120 LEVEL 2 EXHIBITION KITCHEN EQUIPMENT PLAN
QF-C130 LEVEL 2 EXHIBITION KITCHEN PANTRY EQUIPMENT SCHEDULE
QF-C200 ELECTRICAL ROUGH-IN PLAN
QF-C300 PLUMBING ROUGH-IN PLAN
QF-C400 ELEVATIONS
QF-C401 ELEVATIONS
QF-C402 ELEVATIONS
QF-C500 SECTIONS
QF-C501 SECTIONS
QF-D120 LEVEL 2 CULINARY THEATER EQUIPMENT PLAN
QF-D130 LEVEL 2 CULINARY THEATER EQUIPMENT SCHEDULE
QF-D200 ELECTRICAL ROUGH-IN PLAN
QF-D300 PLUMBING ROUGH-IN PLAN
QF-D400 ELEVATIONS
QF-E120 LEVEL 2 SERVICE BAR EQUIPMENT PLAN
QF-E121 LEVEL 2 SERVICE BAR 3D VIEWS
QF-E130 LEVEL 2 SERVICE BAR EQUIPMENT SCHEDULE
QF-E200 ELECTRICAL ROUGH-IN PLAN
QF-E300 PLUMBING ROUGH-IN PLAN
QF-E400 ELEVATIONS
QF-E500 SECTIONS
QF-X620 KROWNE SPECS
QF-X630 POS REQUIREMENTS
QF-X650 BEVERAGE CONDUIT DETAIL
QF-X660 JADE SPECS
QF-X661 JADE SPECS
QF-X662 JADE SPECS
QF-X663 JADE SPECS
QF-X700 EXHAUST HOODS
QF-X701 HOOD SPECS
QF-X702 HOOD SPECS
QF-X703 HOOD SPECS
QF-X704 HOOD SPECS
QF-X705 HOOD SPECS
QF-X706 HOOD SPECS
QF-X707 HOOD SPECS
QF-X708 HOOD SPECS
QF-X900 TYPICAL DETAILS
STRUCTURAL
S000 COVER SHEET
S001 DESIGN CRITERIA & GENERAL NOTES
S100 FOUNDATION PLAN
S101 2ND FLOOR FRAMING PLAN
S102 ROOF FRAMING PLAN
S201 SPORTS BAR, DUMB WAITER, AND STAIR SECTIONS
S301 HOOD, STATUE SUPPORT AND ELEVATOR LOBBY SECTIONS
MECHANICAL
M101 1/8" FIRST FLOOR DEMO PLAN - HVAC
M102 1/8" SECOND FLOOR DEMO PLAN - HVAC
M103 1/8" ROOF DEMO PLAN - HVAC
M201 1/8" FIRST FLOOR PLAN - HVAC
M202 1/8" SECOND FLOOR PLAN - HVAC
M203 1/8" FIRST FLOOR PLAN - HYDRONICS
M204 1/8" SECOND FLOOR PLAN - HYDRONICS
M205 1/8" ROOF PLAN - HVAC
M300 1/2" ENLARGED CHILLER PLAN
MP001 MECHANICAL COVER SHEET
MT100 HVAC SCHEDULES
MT102 HVAC SCHEDULES
MT103 HVAC SCHEDULES
MT200 HVAC DETAILS
MT201 HVAC DETAILS
MT300 HVAC CONTROLS
MT301 HVAC CONTROLS
PLUMBING - GENERAL
P101 1/8" FIRST FLOOR DEMO PLAN - PLUMBING
P102 1/8" SECOND FLOOR DEMO PLAN - PLUMBING
P200 1/8" FIRST FLOOR PLAN - UNDERGROUND PLUMBING
P201 1/8" FIRST FLOOR PLAN - PLUMBING
P202 1/8" SECOND FLOOR PLAN - PLUMBING
P300 1/4" ENALRGED PLANS - PLUMBING
P400 PLUMBING RISER DIAGRAMS
P401 PLUMBING RISER DIAGRAMS
PT100 PLUMBING SCHEDULES AND DETAILS
ELECTRICAL - GENERAL
E000 COVER
E001 ELECTRICAL GENERAL NOTES AND SYMBOLS
E101 1/16" ELECTRICAL SITE DEMOLITION PLAN
E102 1/8" FIRST FLOOR ELECTRICAL DEMOLITION PLAN
E103 1/8" SECOND FLOOR ELECTRICAL DEMOLITION PLAN
E111 1/16" ELECTRICAL SITE PLAN
E121 1/8" FIRST FLOOR ELECTRICAL POWER PLAN
E122 1/8" SECOND FLOOR ELECTRICAL POWER PLAN
E123 1/8" ELECTRICAL ROOF PLAN
E131 1/8" FIRST FLOOR ELECTRICAL LIGHTING PLAN
E132 1/8" SECOND FLOOR ELECTRICAL LIGHTING PLAN
E141 1/8" FIRST FLOOR ELECTRICAL SYSTEMS PLAN
E142 1/8" SECOND FLOOR ELECTRICAL SYSTEMS PLAN
E401 1/4" ENLARGED ELECTRICAL PLANS
E402 1/4" ENLARGED ELECTRICAL PLANS
E501 ELECTRICAL DETAILS
E502 ELECTRICAL DETAILS
E503 ELECTRICAL DETAILS
E504 ELECTRICAL DETAILS
E505 ELECTRICAL DETAILS
E601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION
E602 ELECTRICAL ONE-LINE DIAGRAM - PROPOSED
E611 ELECTRICAL SCHEDULES
E612 ELECTRICAL SCHEDULES
E613 ELECTRICAL SCHEDULES
E614 ELECTRICAL SCHEDULES
K
81__16"
ROOF
SECOND FLOOR
FIRST FLOORA-2, A-3, B
SCHEMATIC SECTION
A-2
A COPY OF THIS LIFE SAFETY PLAN SHALL BE KEPT WITH THE
FACILITY AT THE 24/7 MANNED TELEPHONE OPERATOR'S
LOCATION OR AT THE SECURITY CENTER AS A KEY COMPONENT
OF THE PLAN FOR EVACUATION, PROTECTION, AND RELOCATION
OF ALL PERSONS IN THE EVENT OF FIRE PER THE LIDE SAFETY
CODE SECTIONS 18.7.1.1 & 18.7.1.3
131 26.2"44"
393
131 32"
440
26.2"
*SEE PLAN THIS PAGE FOR INDIVIDUAL ASSEMBLY EXIT CAPACITIES
( x )CODE REFERENCES IN PARENTHESIS ARE MORE RESTRICTIVE REQUIREMENT
TOTAL
OCCUPANT
LOAD
PROVIDED
EGRESS
CAPACITY
(ASSEMBLY)(ASSEMBLY)EGRESS COMPONENT
CORRIDORS
DOORS
.2
NFPA 7.3.3.1
FBC 1005.1
.2
NFPA 7.3.3.1
FBC 1005.1
32"
NFPA 7.2.1.2.4
FBC 1008.1.1
44"
NFPA 7.3.4
(FBC 1017.2)
HIGHEST
OCCUPANT
LOAD
SERVED CAPACITY
FACTOR
MINIMUM
REQUIRED
CALCULATED
WIDTH
MINIMUM
REQUIRED
COMPONENT
WIDTH
MINIMUM
REQUIRED
WIDTH
SECOND FLOOR EGRESS REQUIREMENTS
131 39.3"44"
STAIRS
44"
NFPA 7.2.2.2.1.2
FBC 1009.1
.3
NFPA 7.3.3.1
FBC 1005.1
141 28.2"44"
422
141 32"
715
28.2"
*SEE PLAN THIS PAGE FOR INDIVIDUAL ASSEMBLY EXIT CAPACITIES
( x )CODE REFERENCES IN PARENTHESIS ARE MORE RESTRICTIVE REQUIREMENT
TOTAL
OCCUPANT
LOAD
PROVIDED
EGRESS
CAPACITY
(ASSEMBLY)(ASSEMBLY)EGRESS COMPONENT
CORRIDORS
EXTERIOR EXIT DOORS
.2
NFPA 7.3.3.1
FBC 1005.1
.2
NFPA 7.3.3.1
FBC 1005.1
32"
NFPA 7.2.1.2.4
FBC 1008.1.1
44"
NFPA 7.3.4
(FBC 1017.2)
HIGHEST
OCCUPANT
LOAD
SERVED CAPACITY
FACTOR
MINIMUM
REQUIRED
CALCULATED
WIDTH
MINIMUM
REQUIRED
COMPONENT
WIDTH
MINIMUM
REQUIRED
WIDTH
FIRST FLOOR EGRESS REQUIREMENTS
1 HOUR
FIRE WALL
MAXIMUM EGRESSDISTANCE: 70'MAXIMUM EGRESS
DISTANCE: 60'
MAXIMUM EGRESS
DISTANCE: 70'
2 HOUR
FIRE WALL
2 HOUR
FIRE WALL
EGRESS WIDTH: 32"
OCCUPANT LOAD SERVED: 141
MAXIMUM EGRESS CAPACITY: 160
EGRESS WIDTH: 79"
OCCUPANT LOAD SERVED: 141
MAXIMUM EGRESS CAPACITY: 395
EGRESS WIDTH: 32"
OCCUPANT LOAD SERVED: 131
MAXIMUM EGRESS CAPACITY: 160
24 FT41 FT20 FT
50 FT
23 FT 18 FT
26 FT35 FT35 FT59 FT20 FT30 FT26 FT26 FT24 FT
15 FT
55 FT 29 FT40 FT44 FT
MAXIMUM COMMON PATH
OF TRAVEL : 70 FT
MAXIMUM COMMON PATH
OF TRAVEL : 59 FT
40 FT
MAXIMUM COMMON PATH
OF TRAVEL : 55 FT
EXIT
EXIT
EXIT
EXIT EXIT
EXIT
EXIT
EXITEXIT EXITEXITEXIT
58 FT
MAXIMUM COMMON PATH
OF TRAVEL : 58 FT
MAXIMUM COMMON PATH
OF TRAVEL : 25 FT
25 FT
MAXIMUM EGRESS
DISTANCE: 190'
MAXIMUM EGRESS
DISTANCE: 190'
66 FT
44 FT
34 FT26 FT
42 FT
68 FT
32 FT 32 FT 26 FT46 FT97 FT
62 FT
8 FT
17 FT
MAXIMUM COMMON PATH
OF TRAVEL : 42 FT
MAXIMUM COMMON PATH
OF TRAVEL : 32 FT
44 FT
23 FT
MAXIMUM COMMON PATH
OF TRAVEL : 70 FT
EGRESS WIDTH: 32"
OCCUPANT LOAD SERVED: 131
MAXIMUM EGRESS CAPACITY: 160
EXIT EXIT
EXITEXIT
EXIT
EXIT
EGRESS WIDTH: 64"
OCCUPANT LOAD SERVED: 131
MAXIMUM EGRESS CAPACITY: 320
2 HOUR
FIRE WALL
EGRESS WIDTH: 32"
OCCUPANT LOAD SERVED: 131
MAXIMUM EGRESS CAPACITY: 160
MAXIMUM EGRESS
DISTANCE: 190'
MAXIMUM EGRESS
DISTANCE: 190'
MAXIMUM EGRESS
DISTANCE: 62'
EXIT
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:43 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
G110
LIFE SAFETY PLAN CODE COMPLIANCE & GENERAL
INFORMATION Atlantic BeachFleet LandingColeman RemodelFloridaTYPICAL
4. CARPORT SQUARE FOOTAGES ARE NOT INCLUDED IN TOTAL AREAS.
3. STAIR AND ELEVATOR SHAFT SQUARE FOOTAGES ARE INCLUDED IN TOTAL AREAS.
2. BUILDING FOOTPRINT INCLUDES BALCONIES, PORTE-COCHERES AND SIMILAR EXTERIOR SPACES ATTACHED TO THE BUILDING.
1. BUILDING SQUARE FOOTAGES ARE TAKEN TO THE EXTERIOR FACE OF THE EXTERIOR WALL.
SQUARE FOOTAGES ARE BASED ON THE FOLLOWING:
TOTAL AREA OF BUILDING FOOTPRINT 22,048
TOTAL AREA OF LEVELS WITH ATTACHED EXTERIOR SPACES 37,942
TOTAL AREA ALL LEVELS WITH ATTACHED EXTERIOR SPACES 37,942
TOTAL AREA ALL LEVELS WITHOUT ATTACHED EXTERIOR SPACES 30,691
MAIN BUILDING ONLY
ROOF CONSTRUCTION 0 HOUR
FLOOR CONSTRUCTION 0 HOUR
NON-BEARING WALLS INTERIOR 0 HOUR
NON-BEARING WALLS EXTERIOR (602)0 HOUR
BEARING WALLS - INTERIOR 0 HOUR
BEARING WALLS - EXTERIOR 0 HOUR
PRIMARY STRUCTURAL FRAME 0 HOUR
DWELLING/SLEEPING UNIT SEPARATION 0 HOUR
CORRIDOR FIRE-RESISTANCE RATING 0 HOUR
CONSTRUCTION TYPE VB
OCCUPANCY SPECIFIC CODES
EXISITNG BUILDING CODE - FLORIDA EXISTING BUILDING CODE 2020
FIRE CODE - FLORIDA FIRE PREVENTION CODE - 2020
ELECTRICAL CODE - FLORIDA ELECTRICAL CODE 2020
MECHANICAL CODE - FLORIDA FLORIDA MECHANICAL CODE 2020
TYPICAL CODES PLUMBING CODE - FLORIDA PLUMBING CODE 2020
ENERGY CODE - FLORIDA ENERGY CONSERVATION CODE 2020
FLORIDA ACCESSIBILITY CODE 2020
APPLICABLE CODES BUILDING CODE - FLORIDA BUILDING CODE 2020
TOTAL AREAS 30,691 7,251
SECOND FLOOR 13,675 2,219
FIRST FLOOR 17,016 5,032
AREAS
OCCUPANCY A-2
ATTACHED
EXTERIOR SPACES
SPRINKLERS NFPA 13
STATISTICS COLEMAN
FIRST FLOOR LIFE SAFETY PLAN
1" = 20'-0"
SECOND FLOOR LIFE SAFETY PLAN
1" = 20'-0"
TOTAL OCCUPANT LOAD 422
KITCHENS, COMMERCIAL 200 GROSS 409 3
BUSINESS 150 GROSS 7,197 48
ASSEMBLY UNCONCENTRATED 15 NET 3,218 215
ASSEMBLY STANDING 5 NET 629 126
ASSEMBLY FIXED 24
ACCESSORY STORAGE / MECH 300 GROSS 1,646 6
FUNCTION OF SPACE OCCUPANT
LOAD FACTOR
AREA
(SF)
OCCUPANT
LOAD
FIRST FLOOR
OCCUPANT LOADS
(a) THE CODE REQUIRES ONLY ONE SERVICE SINK PER BUILDING IF ALL OCCUPANCIES HAVE ACCESS TO THE SERVICE SINK AT ALL
TIMES, HOWEVER ONE SERVICE SINK IS PROVIDED AT EACH FOOD PREP AREA AND AT OTHER LOCATIONS FOR CONVENIENCE, SEE
PLANS FOR LOCATIONS.
NOTES:...
PROVIDED TOTAL 10 8 5 7 2 1
MINIMUM REQUIRED TOTAL 6 7 3 3 2
SUBTOTAL 5.90 6.66 2.48 2.48 1.96
0.00 0.00 0.00 0.00 0.00
STORAGE S 7 0.04 0.04 0.04 0.04 0.01
ASSEMBLY A-2 736 4.91 5.66 1.84 1.84 1.47
0.00 0.00 0.00 0.00
BUSINESS B 48
0.96 0.96 0.60 0.60
0.48
NOTE a
USE OCCUPANCY LOAD MALE FEMALE MALE FEMALE QUANTITY
SPACE WATER
CLOSETS LAVATORIES DRINKING
FOUNTAINS SERVICE
SINKS
PLUMBING FIXTURE CALCULATIONS - COMMONS
TOTAL OCCUPANT LOAD 393
KITCHENS, COMMERCIAL 200 GROSS 4,176 21
ASSEMBLY UNCONCENTRATED 15 NET 3,358 224
ASSEMBLY FIXED 50
ASSEMBLY STANDING 5 NET 484 97
ACCESSORY STORAGE / MECH 300 GROSS 240 1
FUNCTION OF SPACE OCCUPANT
LOAD FACTOR
AREA
(SF)
OCCUPANT
LOAD
SECOND FLOOR
OCCUPANT LOADS
NO. DATE DESCRIPTION
KK K
CONSTRUCTION ACCESS
OPEN DURING
PHASE 2
EXIT
RESIDENT ENTRANCE TO
2ND FLOOR DINING
PHASE 2 -
AREA OF
CONSTUCTION
SECOND FLOOR
EXIT
SECOND FLOOR EXIT
EXIT
TEMPORARY
PARTITION
TEMPORARY
PARTITION
TEMPORARY
PARTITION
OPEN DURING
PHASE 2
SECOND FLOOR EXIT
PHASE 2 -
AREA OF
CONSTUCTION
PHASE 1
OPEN DURING
ALL PHASES
OPEN DURING
PHASE 2
OPEN DURING
PHASE 2
OPEN WALL AND
REMOVE RAMP
FOR ACCESS
DURING PHASE 2
SECOND FLOOR EXIT
EXIT
EXIT
EXIT
EXIT
OPEN DURING
PHASE 3
CONSTRUCTION
ACCESS TO 1ST
AND 2ND FLOOR
RESIDENT ENTRANCE TO
2ND FLOOR DINING
PHASE 3 -
AREAS OF
CONSTUCTION
SECOND FLOOR EXIT
OPEN DURING
PHASE 3
OPEN DURING
PHASE 2 & 3
EXIT
ACCESS TO 2ND
FLOOR ELEVATOR
- LIMITED USE
TEMPORARY
PARTITION
TEMPORARY
PARTITION
ELEVATOR ACCESS -
LIMITED
PHASE 3 -
AREAS OF
CONSTUCTION
OPEN DURING
PHASE 3
GRAND STAIR
ACCESS
MAINTAIN EGRESS PATH
DURING ONSTRUCTION
SECOND FLOOR
EXIT
TEMPORARY PARTITION,
MAINTAIN EGRESS PATH
DURING ONSTRUCTION
TEMPORARY PARTITION
TEMPORARY PARTITION,
MAINTAIN EGRESS PATH
DURING ONSTRUCTION
EXIT
PHASE 1 -
AREA OF
CONSTUCTION
SECOND FLOOR
EXIT
SECOND FLOOR EXIT
EXITEXIT
EXIT
EXIT EXIT
EXIT
SECOND FLOOR EXIT
PHASE 1 -
AREA OF
CONSTUCTION
OPEN DURING
ALL PHASES
SECOND FLOOR EXIT
EXIT
EXIT
EXIT
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:55 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
G1111" = 20'-0" PHASING PLANS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
G111
PHASE 2 PLAN - FIRST FLOOR
3
G111
PHASE 2 PLAN - SECOND FLOOR4
G111
PHASE 3 PLAN - FIRST FLOOR
5
G111
PHASE 3 PLAN - SECOND FLOOR
6
NO. DATE DESCRIPTION
G111
PHASE 1 PLAN - FIRST FLOOR
1
G111
PHASE 1 PLAN - SECOND FLOOR2
UP
6 SPACES6 SPACES6 SPACESASPHALTPLPLPLPLPLPLPOOLCONCRETECONCRETE WALKTPGPACACCONCRETEGPGP6 SPACES6 SPACESDIASPHALTPLPLPLPLPLPLPOOLCONCRETECONCRETE WALKTPGPACACCONCRETEUP
6"6"8"NOTE: SIDEWALK WIDTHS VARY, SEE SITE
PLAN FOR WIDTHS.
4" CONCRETE WALK WITH
BROOM FINISH AND
TROWEL JOINTS -
PROVIDE 1/2" EXPANSION
JOINTS AT 20-0 O.C. AND
TOOLED CONTRACTION
JOINTS AT 5-0 O.C.
#4 BAR CONTINUOUS
TOP AND BOTTOM
6x6 W1.4xW1.4 W.W.F.
4" MINIMUM CRUSHED
STONE BASE COURSE
1-1/2" RADIUS
SEE CIVIL AND SITE
PLAN FOR PAVING
INFORMATION
6"
1/2" RADIUS
COMPACTED BACKFILL OR
UNDISTURBED EARTH
#4 BARS CONTINUOUS TOP
AND BOTTOM
PROVIDE 1/2" EXPANSION
JOINTS AT 20-0 O.C. AND
TOOLED CONTROL JOINTS
AT 5-0 O.C.
6" CRUSHED STONE AROUND
CURB6"8"1-1/2" RADIUS
SEE CIVIL AND SITE
PLAN FOR PAVING
INFORMATION
GRADE
EXTEND 4" CRUSHED
STONE BASE 6"
BEYOND SIDEWALK
6x6 W1.4xW1.4 W.W.F.
COMPACTED BACKFILL OR
UNDISTURBED EARTH
4" CONCRETE WALK WITH
BROOM FINISH AND TROWEL
JOINTS -PROVIDE 1/2"
EXPANSION JOINTS AT 20-0 O.C.
AND TOOLED CONTRACTION
JOINTS AT 5-0 O.C.
NOTE: SIDEWALK WIDTHS VARY, SEE SITE
PLAN FOR WIDTHS.
1" BITUMINOUS SURFACE
2" BINDER COURSE
8" CRUSHED STONE BASE ON
COMPACTED BACKFILL
1-1/2" BITUMINOUS SURFACE
2-1/2" BINDER COURSE
10" CRUSHED STONE BASE
ON COMPACTED BACKFILL
POURED CONCRETE
BASE
CROWN CONCRETE FILL
PAVING3'-0"4'-0"8"VINYL PROTECTIVE COVER ON
6" DIAMETER STEEL PIPE
(PRIMED) FILLED WITH CONCRETE1'-0"4-0 FOOTING5-01-1/2" DIAMETER
GALVANIZED STEEL
POST PAINTED
12" DIAMETER
CONCRETE FOOTING
SYMBOL PER INTERNATIONAL
SYMBOL OF ACCESSIBILITY
COMPLYING WITH ADA 703.7.2.1;
VAN PARKING SPACES SHALL
CONTAIN THE DESIGNATION "VAN
ACCESSIBLE."
EXISTING
ELECTRIC
METER
EXISTING
TRANSFORMER
EXISTING
COVERED
CART
PARKING
RAMP UP
NEW
SEWER
INLET
RAMP UP
EXIST'G
STOR
NEW
CONCRETE
WALK
NEW
GENERATOR
FENCING
EXISTING
CHILLER
OPT.
DOCK
LIFT3'-0"1'-0"
CLR
4'-0"CLR4'-0"GENERATORTRASH AREA
EXISTING
BALLARDS
NEW
COLLISION
POSTS
NEW
REMOVABLE
FENCE PANELS
NEW
LANDSCAPE
DOCK
5'-0"
NEW
LANDSCAPING
NEW
LANDSCAPING
CLR3'-11"EXISTING
CART
PARKING
NEW
COLLISION
POSTS
NEW SLIDE BY GATE
NEW
TRANSFORMER
FLUSH Q-BOX
IN WALK
RELOCATED
LIGHT POLE
EXISTING ELECTRIC METER
EXISTING TRANSFORMER
EXISTING
COVERED
CART
PARKING
UP
RELOCATE
EXISTING
SEWER INLET
RAMP UP
EXIST'G
STOR
EXISTING
GENERATORS
TO BE
REMOVED
EXISTING
GENERATOR
FENCING TO BE
REMOVED
EXISTING
CHILLER
LOADING
DOCK
EXISTING
GENERATOR
FENCING TO BE
REMOVED
REMOVE EXISTING
DOCK PLATE
EXISTING LIGHT
AND POLE
EXISTING BALLARDS
EXISTING
BALLARDS
AND RAMP
REPLACE EXISTING
PRIVACY FENCING
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:34:00 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
G2201" = 1/16" SITE PLAN SITE DEMO PLAN AND DETAILS Atlantic BeachFleet LandingColeman RemodelFloridaTYPICAL
G220
CURB @ SIDEWALK
1" = 1'-0"
1
G220
STANDARD CURB
1" = 1'-0"
2
G220
CONCRETE WALK
1" = 1'-0"
3
G220
BITUMINOUS PAVING STANDARD
1" = 1'-0"
4
G220
BITUMINOUS PAVING HEAVY DUTY
1" = 1'-0"
5
G220
COLLISION POST
1" = 1'-0"
6
G220
PARKING SIGN7
HANDICAP
NO. DATE DESCRIPTION
1/16" = 1'-0"
SITE PLAN
1/16" = 1'-0"
SITE DEMO PLAN
UP
UP
14
1
1
1
4
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
16
1
3
12
2
3
3
1
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
CONFERENCE
ROOM
JAN
COATS
2
2
OFFICE
IL SALES
AL SALES
OFFICEOFFICE
SUPPLY
OFFICE
EXISTING
WATER
SUPPLY
ELEVATOR
EQUIPMENT
EXISTING
ELECT
WOMEN
TOILET
SHOWER
MEN
STAIR 2STAIR 1
EXT'G
MECH
MECH/ELEC
A/C
CLOSET
CORR
SALES &
MARKETING
MECH
20
20
20
STAIR 3
ELEV 1
ELEV 2
ELEV 3
OFFICE
OFFICE
MAIL
ROOM
WORK
ROOM
LIBRARY
COFFEE
BAR
MECH
OFFICE
OFFICEOFFICE
OFFICE
OFFICEVAULT
24
24
24
26
24
COO
EXISTING
RECEPTION
OFFICE
4
OFFICE
STOR.
20
21
EXISTNG
VESTIBULE
2
22
2
2
2
2
2
2 2
11
11
10
15
16
2
2
2
2
22
2
2
2
2 3
2
3
2
3
3
4
1
6
6
6
1
1
20
8
11
1
1
27
ENCLOSURE AROUND
CHILLER LINES TO
REMAIN AS MUCH AS
POSSIBLE
EXISTING
CORRIDOR
EXISTING
RECEPTION
EXISTING
OFFICE
MAIL
CENTER
CORRIDOR
CORRIDOR
ATRIUM
ELEVATOR
LOBBY
MULTI
PURPOSE
26
26
24
24
24
28
28
28
28
32
32
33
33
66
1
2
2
30
1
2
37
4
4
30
3
3
STRUCTURAL
COLUMN TO
REMAIN
2
2
2
2
1HR RATED WALL
REMOVE
DRINKING
FOUNTAIN
38
30
30
1
1
1
3
3
3
3
9 3'-4" 8'-7"6'-1"5
9
17
3'-4" 7'-8"
35
3'-4" 5'-8"
5
9
9
93
99
1 9
1 9
9
9
66
35
941
1
3
1
TO UNDERSIDE
OF TRUSSES
ABOVE
WALKWAY
2
4'-7"
9
9
9
1
1 9 2
10
1 4
9 25
3'-4"
1'-6"
3'-0"
35
35
28
28
28
28
6'-11"
9
28
7'-11"**6'-0"**2'-7"**4'-10"**
6'-9"
VERIFY WITH
STRUCTURAL
DRAWINGS
41
35329
32
32
41
3735329
21
9 32
9 32
9
32
1
9 32
9 32
1
32
9
36
36
36
3636
41
9
32
32
1 9 32
329
32
20
20
20
BE CAUTIOUS OF
CAMPUS-WIDE FIBER
OPTIC LINES ABOVE
CORRIDOR CEILING
BE CAUTIOUS OF
CAMPUS-WIDE FIBER
OPTIC LINES ABOVE
CORRIDOR CEILING
41
40
1 329
1 329
41
1 329
1 329
329
32
32
32
9
1
325
32
32
9
37
9
26 30
35932
1 9 32 1 9 32
1
41
1 9 13
VERIFY
EXACT
LOCATION
WITH
STRUCTURAL
DRAWINGS
35932
35932
20
2
1
1 1
4040
43
43 3'-6" 1'-1" 2'-9"REMOVE EXISTING WALL ASSEMBLY IN ITS ENTIRETY UP TO
BOTTOM OF POURED CONCRETE FLOOR FRAMING OR
STRUCTURAL STEEL ROOF FRAMING, AS APPLICABLE. AT
NEW DOORS, COORDINATE WITH NEW WORK PLANS,
REFER TO APPROVED SHOP DRAWINGS AND DOOR
DETAILS FOR ROUGH-OPENING WIDTHS AND HEIGHTS.
DEMOLITION PLANS
KEY NOTES
1
REMOVE EXISTING DOOR AND FRAME ASSEMBLY.2
REMOVE EXISTING DOOR, SIDELITE, FRAME, AND
RELATED HARDWARE. SALVAGE FOR REUSE AT NEW
LOCATION. SEE DOOR SCHEDULE.
3
REMOVE EXISTING MILLWORK, SOFFITS, COUNTERTOPS
AND RELATED ANCHORS.4
NO WORK.5
REMOVE EXISTING STOREFRONT SYSTEM AND RELATED
WALL ASSEMBLY. PREP AREA TO RECEIVE NEW
BLOCKING AND NEW STOREFRONT SYSTEM. PATCH AND
REPAIR EXISTING WALL AS REQUIRED TO MATCH EXISTING
ADJACENT WALLS AND FINISHES AS SCHEDULED.
6
REMOVE EXISTING CERAMIC WALL TILE IN ITS ENTIRETY,
COORDINATE WITH NEW WORK; PATCH AND REPAIR
EXISTING WALL AS REQUIRED TO MATCH EXISTING
ADJACENT WALLS AND TO RECEIVE FINISHES AS
SCHEDULED.
7
REMOVE EXISTING STAIR ASSEMBLY AND RELATED
HARDWARE.8
REMOVE FLOOR COVERINGS AND BASE COVE.9
REMOVE EXISTING WOOD FURRING AND DRYWALL ALL
SIDES OF CONCRETE COLUMNS / CMU WALL TO REMAIN.10
EXISTING CONCRETE COLUMN AND CMU WALL TO REMAIN.11
REMOVE VAULT WALLS, CEILING AND RELATED EQUIPMENT.
PATCH FLOOR SLAB TO ACCEPT NEW FINISHES.12
REMOVE CHILLER LINES AND RELATED EQUIPMENT.
SALVAGE ALL LOW VOLTAGE AND FIRE ALARM
EQUIPMENT FOR REINSTALLATION. COORDINATE
RELOCATION WITH ELECTRICAL DRAWINGS AND IT DEPT.
13
REMOVE ALL FOOD SERVICE EQUIPMENT AND RELATED
CABINETRY. VERIFY WITH OWNER AND FOOD SERVICE
CONSULTANT EQUIPMENT TO BE SALVAGED -SEE
FOODSERVICE DRAWINGS
14
REMOVE DRINKING FOUNTAINS15
EXISTING CONCRETE COLUMN AND CMU WALLS TO BE REMOVED,
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION16
REMOVE EXISTING COUNTER AND WALL ASSEMBLY UNDER
COUNTER IN THEIR ENTIRETY17
REMOVE EXISTING FLOOR SYSTEM (CONCRETE SLAB ON
METAL DECK ON BAR JOISTS) AND BEAMS WHERE INDICATED;
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.
18
REMOVE EXISTING RAILING AND ASSOCIATED POSTS IN
THEIR ENTIRETY.
19
REMOVE EXISTING BOOKSHELVES, DESKS, WOOD
DECORATIVE COLUMNS, COUNTERTOPS, ETC. IN LIBRARY
AREA. SALVAGE BOOKCASES, SHELVING AND RELATED
HARDWARE FOR FUTURE USE. COORDINATE AND RETURN
TO OWNER AS REQUIRED.
20
REMOVE EXISTING DECORATIVE COLUMN WRAP ONLY.21
REMOVE ELEVATED SEATING WALLS, PLATFORM
STRUCTURE, COLUMN WRAPS, STAIRS, RAMP AND RAILS IN
ITS ENTIRETY.
22
REMOVE HALF WALL AND RELATED COLUMN TREATMENTS23
NO WORK UNLESS RELATED TO MEP IMPROVEMENT24
SALVAGE EXISTING "SOCIAL" MAILBOXES.25
EXISTING RESTROOMS, TOILET, AND SHOWER -
REMOVE EXISTING WALL FINISHES, TRIM, MILLWORK,
HUNG PARTITIONS, FLOORING AND PLUMBING
FIXTURES. WATER CLOSETS AND URINALS TO BE
SALVAGED AND REINSTALLED AFTER PREP FOR
NEW FIXTURES AT EXISTING LOCATIONS -SEE
INTERIOR AND PLUMBING DRAWINGS.
26
REMOVE EXISTING CONCRETE SLAB, PREP FOR NEW
FOOTINGS AND REPLACE SLAB -SEE STRUCTURAL
DRAWINGS.
27
REMOVE EXISTING WOOD PILASTERS AND
ASSOCIATED FRAMING.28
REMOVE CEILING TRAY & RELATED HVAC &
ELECTRICAL COMPONENTS IN DINING AREA.
TRUSSES ARE TO REMAIN EXPOSED UON.
COORDINATE NEW HVAC & ELECTRICAL WORK WITH
MEP DRAWINGS
29
REMOVE EXISTING SINK-SEE PLUMBING DRAWINGS
TO VERIFY PREP FOR NEW FIXTURE OR TO
CAP/TERMINATE LINE.
30
OPENING FOR DUMBWAITER -VERIFY WITH SHOP
DRAWING.31
CEILINGS TO BE REMOVED IN ENTIRETY.32
REMOVE EXISTING CONCRETE SLAB AND WOODEN
RAISED PLANTERS. PREP AREA FOR NEW CONCRETE
SLAB FOR INTERIOR SPACE. COLUMN FOOTINGS TO
REMAIN INTACT -SEE STRUCTURAL DRAWINGS.
33
34
REMOVE ALL EXISTING WALL COVERINGS AND MASTIC,
CASING, WALL BASE, CHAIR RAIL, HAND RAIL, WOOD
TRIM, WALL BUMPERS, CORNER GUARDS, ETC. IN
CORRIDOR UNLESS NOTED OTHERWISE; PATCH,
REPAIR AND PREPARE SUBSTRATE AS REQUIRED TO
RECEIVE NEW FINISHES AS SCHEDULED. SEE INTERIOR
DRAWINGS.
35
REMOVE AND REPLACE CEILING LIGHT FIXTURES.
SEE ELECTRICAL DRAWINGS.36
USABLE CEILING TILES TO BE SALVAGED. 37
REMOVE EXISTING EXTERIOR CEILING ASSEMBLY
AND SOFFITS. PREPARE AREA FOR NEW INTERIOR
FINISHES.
38
MODIFY SILL AS NECESSARY TO ACCEPT NEW
CONSTRUCTION.39
40 REMOVE COFFER "BEAMS", CROWN MOULDING, &
RECESSED LIGHTING. SALVAGE RECESSED LIGHTING
FOR REUSE AT NEW LOCATIONS WITHIN VESTIBULE.
41 REMOVE EXISTING T&G PORCH CEILING AND RELATED
LIGHT FIXTURES. PREP FOR NEW CEILING MATERIAL AND
LIGHTING FIXTURES - SEE ELECTRICAL DRAWINGS.
42 REMOVE PUSH/PULL HANDLE AND CLOSER FROM
STOREFRONT DOOR.
43 AT ELEVATORS REMOVE DECORATIVE WALL PANELS
AND FLOORS. FLOORS TO BE PREPPED FOR NEW AT
BOTH FRONT OF HOUSE ELEVATORS. SALVAGE
ELEVATOR PANELS, HANDRAILS AND CEILINGS.
REMOVE EXISTING BLOCKING AT ALL HUNG
PARTITIONS.
44 REMOVE EXISTING FRP WALL FINISH, FLOORING, BASE,
TRIM, AND WALL HARDWARE RELATED TO ANY
EXISTING STORAGE EQUIPMENT. PREP SURFACES FOR
NEW FINISHES AND FURNITURE FOR A FINISHED OFFICE
SPACE.
DEMOLITION PLANS - GENERAL NOTES:
INDICATES KEY NOTE-
INDICATES EXISTING BUILDING COMPONENT TO REMAIN
INDICATES EXISTING BUILDING COMPONENT TO BE REMOVED
INDICATES EXISTING CERAMIC MOSAIC TILE ON MORTAR BED,
FIELD VERIFY EXTENT. REMOVE ALL TILE AND GROUT, MORTAR
BED, ETC. AS REQUIRED TO PROVIDE A FLUSH FINISHED FLOOR.
J. COORDINATE DEMOLITION WITH NEW WORK.
K. VERIFY ALL ROUGH OPENINGS WITH APPROVED SHOP DRAWINGS.
L. ALL DEMOLITION TO BE PATCHED AND REPAIRED TO MATCH EXISTING OR TO
ACCOMMODATE NEW CONSTRUCTION.
M. SEE FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL
DEMOLITION INFORMATION WHICH MAY NOT BE INDICATED ON DEMOLITION PLANS
AND TO COORDINATE EXTENT OF DEMOLITION REQUIRED.
N. THE MAIN KITCHEN ON SECOND FLOOR IS TO REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONTINUOUS
UTILITY SERVICE TO THE MAIN KITCHEN. ANY DISRUPTION IN SERVICES REQUIRED
TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY
ASSOCIATED EQUIPMENT MUST BE COORDINATED WITH OWNER.
O. REMOVE AND SALVAGE ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER
CABINETS WHERE WALLS ARE BEING REMOVED. ALL OTHERS ARE TO REMAIN IN
WALLS THAT ARE NOT BEING REMOVED.
P. PRIOR TO DEMOLITION WORK, GC TO CONDUCT WALK THROUGH WITH OWNERSHIP
TO DETERMINE WHAT LOOSE ITEMS (I.E. FURNISHINGS, ARTWORK, WINDOW
TREATMENTS, ETC.) ARE TO BE PROTECTED, STORED, OR DEMOLISHED.
Q. ALL CASING AND TRIM TO BE REMOVED AND REPLACED, SEE INTERIORS FOR
NEW PROFILES.
A. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE
PRIOR TO SUBMISSION OF BID. EXISTING DRAWINGS REPRESENTED THE
INFORMATION AVAILABLE AT THE TIME OF DRAWING PREPARATION, HOWEVER THE
EXISTING DRAWINGS MAY NOT REPRESENT ALL CURRENT CONDITIONS. BRING ALL
CONFLICTS TO THE ATTENTION OF THE ARCHITECT.
B. VERIFY EXACT COMPOSITION OF EXISTING WALLS TO BE REMOVED.
C. COORDINATE DEMOLITION OF LOAD BEARING WALLS WITH STRUCTURAL PLAN.
PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO RECEIVE NEW
CONSTRUCTION.
D. REMOVE ALL EXISTING WALL COVERINGS AND MASTIC, CASING, WALL BASE, CHAIR
RAIL, HAND RAIL, WOOD TRIM, WALL BUMPERS, CORNER GUARDS, ETC. UNLESS
NOTED OTHERWISE; PATCH, REPAIR AND PREPARE SUBSTRATE AS REQUIRED TO
RECEIVE NEW FINISHES AS SCHEDULED.
E. IN AREAS WHERE CEILING WORK IS TO HAPPEN, REMOVE AND SALVAGE ALL LOW
VOLTAGE AND LIFE SAFETY EQUIPMENT FOR REINSTALLATION -SEE ELECTRICAL
DRAWINGS.
F. PRIOR TO DEMOLITION WORK, GC TO CONDUCT WALK THROUGH WITH OWNERSHIP TO
DETERMINE WHAT LOOSE ITEMS (I.E. FURNISHINGS, ARTWORK, WINDOW TREATMENTS,
ETC.) IS TO BE PROTECTED, STORED, OR DEMOLISHED.
G. EXISTING WALLS, DOORS, FRAMES, ETC. THAT ARE SCHEDULED TO BE REMOVED
ARE DASHED LINE TYPES (SEE BELOW). SEE DEMOLITION PLANS KEY NOTES FOR
SPECIFIC INSTRUCTIONS.
H. EXISTING WALLS, DOORS, FRAMES ETC. THAT ARE SCHEDULED TO REMAIN ARE
SHOWN IN A LIGHT LINE WEIGHT AND ARE TO BE PROTECTED FROM DAMAGE DURING
DEMOLITION AND CONSTRUCTION. PATCH, REPAIR AND PREPARE SUBSTRATE AS
REQUIRED TO RECEIVE NEW FINISHES AS SCHEDULED.
I. SEE PLUMBING, HVAC, ELECTRICAL AND FOOD SERVICE DRAWINGS FOR ANY
REQUIRED DEMOLITION OF PLUMBING, HVAC, ELECTRICAL AND FOOD SERVICE
EQUIPMENT / MATERIALS PERFORMED BY THOSE TRADES. COORDINATE WORK WITH
ASSOCIATED CONTRACTORS.
6'-6" **PLUS OR MINUS - FOR REFERENCE ONLY
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:04 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A1011/8" FIRST FLOOR DEMO PLAN Atlantic BeachFleet LandingColeman RemodelFloridaNO. DATE DESCRIPTION
DN
DN
DN
18
18
1818
19
19
STAIR 1
STAIR 2
ELEV 2
ELEV 1ELEV 3
EXISTING
MECH
18
2
22
EXISTING
KITCHEN
EXISTING
OFFICE
EXISTING
WOMENS
EXT'G
ELEC
BEVERAGE
STATION
BEVERAGE
SUPPLY
STORAGE
DINING
BEVERAGE
STATION
BEVERAGE
SUPPLY
FOOD
SERVICE
OFFICE
EXISTING
WALK IN
COOLER
EXISTING
FOOD
SERVICE
OFFICE
1
112 2
8
14
2323
23
23
21
1
1
1
1
1
1
1COORDINATE REMOVAL OF
WALL WITH MECHANICAL
DUE TO EXISTING
EQUIPMENT
1
1
1
1
1
1
1
1
4
9
22
23
23
24
24 4
24
24
24
23
14
2323
14
23
19
5
3
19
44
EXISTING
MENS
ELEV
LOBBY
MEETING
ROOM
COVE
DINING
11
11
21
COVE
SERVING
22
3
1
1
19
4'-3 1/2"3'-6 3/4"3'-4 3/4"31
22
EXISTING MECH.
HATCH AND
RELATED
FRAMING ABOVE
CEILING TO
REMAIN
REFURBISH DOOR FOR
SMOOTH AND QUIET
OPERATION
REFURBISH DOOR FOR
SMOOTH AND QUIET
OPERATION
30
EXISTING MECH.
HATCH IN CEILING
TO REMAIN
EXISTING CEILING AND
BULKHEAD TO REMAIN
SEE SHEET A601 FOR MORE
DEMO SCOPE IN THE
CLERESTORY AREA
28
21
26
3'-4"4'-5"3'-4"4'-4"30
26
2
9 32 35
9 32 35
15
32
1
36
42
9 35
9 35935932
9 32
19
2121
2121
9 324
1 9 324
41 29 22
*COORDINATE
REMOVAL
9 35
41
JAN.
9 35
29
41
41
22 23
1
9 32
4
14 32 35
5
9 35
2222
66
19 19
38
EXISTING WALL SYSTEM FROM
UNDERSIDE OF MEZZANINE
STRUCTURE UP TO ROOF
SYSTEM TO REMAIN.
EXISTING WALL SYSTEM FROM
UNDERSIDE OF MEZZANINE
STRUCTURE UP TO ROOF
SYSTEM TO REMAIN.
EXISTING WALL SYSTEM FROM
UNDERSIDE OF MEZZANINE
STRUCTURE UP TO ROOF
SYSTEM TO REMAIN.
USE CAUTION WHEN REMOVING MATERIAL
AROUND TRUSSES: ALL EXPOSED
TRUSSES TO REMAIN EXPOSED AND
INTACT; TRUSSES WILL BE FURTHER
EXPOSED BY MATERIAL REMOVAL
43
43
5
32
44
1
5
32 AS REQUIRED
FOR NEW WORK
3434
USE CAUTION WHEN REMOVING MATERIAL
AROUND TRUSSES: ALL EXPOSED
TRUSSES TO REMAIN EXPOSED AND
INTACT; TRUSSES WILL BE FURTHER
EXPOSED BY MATERIAL REMOVAL
USE CAUTION WHEN REMOVING MATERIAL
AROUND TRUSSES: ALL EXPOSED
TRUSSES TO REMAIN EXPOSED AND
INTACT; TRUSSES WILL BE FURTHER
EXPOSED BY MATERIAL REMOVAL
29
REMOVE EXISTING WALL ASSEMBLY IN ITS ENTIRETY UP TO
BOTTOM OF POURED CONCRETE FLOOR FRAMING OR
STRUCTURAL STEEL ROOF FRAMING, AS APPLICABLE. AT
NEW DOORS, COORDINATE WITH NEW WORK PLANS,
REFER TO APPROVED SHOP DRAWINGS AND DOOR
DETAILS FOR ROUGH-OPENING WIDTHS AND HEIGHTS.
DEMOLITION PLANS
KEY NOTES
1
REMOVE EXISTING DOOR AND FRAME ASSEMBLY.2
REMOVE EXISTING DOOR, SIDELITE, FRAME, AND
RELATED HARDWARE. SALVAGE FOR REUSE AT NEW
LOCATION. SEE DOOR SCHEDULE.
3
REMOVE EXISTING MILLWORK, SOFFITS, COUNTERTOPS
AND RELATED ANCHORS.4
NO WORK.5
REMOVE EXISTING STOREFRONT SYSTEM AND RELATED
WALL ASSEMBLY. PREP AREA TO RECEIVE NEW
BLOCKING AND NEW STOREFRONT SYSTEM. PATCH AND
REPAIR EXISTING WALL AS REQUIRED TO MATCH EXISTING
ADJACENT WALLS AND FINISHES AS SCHEDULED.
6
REMOVE EXISTING CERAMIC WALL TILE IN ITS ENTIRETY,
COORDINATE WITH NEW WORK; PATCH AND REPAIR
EXISTING WALL AS REQUIRED TO MATCH EXISTING
ADJACENT WALLS AND TO RECEIVE FINISHES AS
SCHEDULED.
7
REMOVE EXISTING STAIR ASSEMBLY AND RELATED
HARDWARE.8
REMOVE FLOOR COVERINGS AND BASE COVE.9
REMOVE EXISTING WOOD FURRING AND DRYWALL ALL
SIDES OF CONCRETE COLUMNS / CMU WALL TO REMAIN.10
EXISTING CONCRETE COLUMN AND CMU WALL TO REMAIN.11
REMOVE VAULT WALLS, CEILING AND RELATED EQUIPMENT.
PATCH FLOOR SLAB TO ACCEPT NEW FINISHES.12
REMOVE CHILLER LINES AND RELATED EQUIPMENT.
SALVAGE ALL LOW VOLTAGE AND FIRE ALARM
EQUIPMENT FOR REINSTALLATION. COORDINATE
RELOCATION WITH ELECTRICAL DRAWINGS AND IT DEPT.
13
REMOVE ALL FOOD SERVICE EQUIPMENT AND RELATED
CABINETRY. VERIFY WITH OWNER AND FOOD SERVICE
CONSULTANT EQUIPMENT TO BE SALVAGED -SEE
FOODSERVICE DRAWINGS
14
REMOVE DRINKING FOUNTAINS15
EXISTING CONCRETE COLUMN AND CMU WALLS TO BE REMOVED,
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION16
REMOVE EXISTING COUNTER AND WALL ASSEMBLY UNDER
COUNTER IN THEIR ENTIRETY
17
REMOVE EXISTING FLOOR SYSTEM (CONCRETE SLAB ON
METAL DECK ON BAR JOISTS) AND BEAMS WHERE INDICATED;
REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.
18
REMOVE EXISTING RAILING AND ASSOCIATED POSTS IN
THEIR ENTIRETY.
19
REMOVE EXISTING BOOKSHELVES, DESKS, WOOD
DECORATIVE COLUMNS, COUNTERTOPS, ETC. IN LIBRARY
AREA. SALVAGE BOOKCASES, SHELVING AND RELATED
HARDWARE FOR FUTURE USE. COORDINATE AND RETURN
TO OWNER AS REQUIRED.
20
REMOVE EXISTING DECORATIVE COLUMN WRAP ONLY.21
REMOVE ELEVATED SEATING WALLS, PLATFORM
STRUCTURE, COLUMN WRAPS, STAIRS, RAMP AND RAILS IN
ITS ENTIRETY.
22
REMOVE HALF WALL AND RELATED COLUMN TREATMENTS23
NO WORK UNLESS RELATED TO MEP IMPROVEMENT24
SALVAGE EXISTING "SOCIAL" MAILBOXES.25
EXISTING RESTROOMS, TOILET, AND SHOWER -
REMOVE EXISTING WALL FINISHES, TRIM, MILLWORK,
HUNG PARTITIONS, FLOORING AND PLUMBING
FIXTURES. WATER CLOSETS AND URINALS TO BE
SALVAGED AND REINSTALLED AFTER PREP FOR
NEW FIXTURES AT EXISTING LOCATIONS -SEE
INTERIOR AND PLUMBING DRAWINGS.
26
REMOVE EXISTING CONCRETE SLAB, PREP FOR NEW
FOOTINGS AND REPLACE SLAB -SEE STRUCTURAL
DRAWINGS.
27
REMOVE EXISTING WOOD PILASTERS AND
ASSOCIATED FRAMING.28
REMOVE CEILING TRAY & RELATED HVAC &
ELECTRICAL COMPONENTS IN DINING AREA.
TRUSSES ARE TO REMAIN EXPOSED UON.
COORDINATE NEW HVAC & ELECTRICAL WORK WITH
MEP DRAWINGS
29
REMOVE EXISTING SINK-SEE PLUMBING DRAWINGS
TO VERIFY PREP FOR NEW FIXTURE OR TO
CAP/TERMINATE LINE.
30
OPENING FOR DUMBWAITER -VERIFY WITH SHOP
DRAWING.31
CEILINGS TO BE REMOVED IN ENTIRETY.32
REMOVE EXISTING CONCRETE SLAB AND WOODEN
RAISED PLANTERS. PREP AREA FOR NEW CONCRETE
SLAB FOR INTERIOR SPACE. COLUMN FOOTINGS TO
REMAIN INTACT -SEE STRUCTURAL DRAWINGS.
33
34
REMOVE ALL EXISTING WALL COVERINGS AND MASTIC,
CASING, WALL BASE, CHAIR RAIL, HAND RAIL, WOOD
TRIM, WALL BUMPERS, CORNER GUARDS, ETC. IN
CORRIDOR UNLESS NOTED OTHERWISE; PATCH,
REPAIR AND PREPARE SUBSTRATE AS REQUIRED TO
RECEIVE NEW FINISHES AS SCHEDULED. SEE INTERIOR
DRAWINGS.
35
REMOVE AND REPLACE CEILING LIGHT FIXTURES.
SEE ELECTRICAL DRAWINGS.36
USABLE CEILING TILES TO BE SALVAGED. 37
REMOVE EXISTING EXTERIOR CEILING ASSEMBLY
AND SOFFITS. PREPARE AREA FOR NEW INTERIOR
FINISHES.
38
MODIFY SILL AS NECESSARY TO ACCEPT NEW
CONSTRUCTION.39
40 REMOVE COFFER "BEAMS", CROWN MOULDING, &
RECESSED LIGHTING. SALVAGE RECESSED LIGHTING
FOR REUSE AT NEW LOCATIONS WITHIN VESTIBULE.
41 REMOVE EXISTING T&G PORCH CEILING AND RELATED
LIGHT FIXTURES. PREP FOR NEW CEILING MATERIAL AND
LIGHTING FIXTURES - SEE ELECTRICAL DRAWINGS.
42 REMOVE PUSH/PULL HANDLE AND CLOSER FROM
STOREFRONT DOOR.
43 AT ELEVATORS REMOVE DECORATIVE WALL PANELS
AND FLOORS. FLOORS TO BE PREPPED FOR NEW AT
BOTH FRONT OF HOUSE ELEVATORS. SALVAGE
ELEVATOR PANELS, HANDRAILS AND CEILINGS.
REMOVE EXISTING BLOCKING AT ALL HUNG
PARTITIONS.
44 REMOVE EXISTING FRP WALL FINISH, FLOORING, BASE,
TRIM, AND WALL HARDWARE RELATED TO ANY
EXISTING STORAGE EQUIPMENT. PREP SURFACES FOR
NEW FINISHES AND FURNITURE FOR A FINISHED OFFICE
SPACE.
DEMOLITION PLANS - GENERAL NOTES:
INDICATES KEY NOTE-
INDICATES EXISTING BUILDING COMPONENT TO REMAIN
INDICATES EXISTING BUILDING COMPONENT TO BE REMOVED
INDICATES EXISTING CERAMIC MOSAIC TILE ON MORTAR BED,
FIELD VERIFY EXTENT. REMOVE ALL TILE AND GROUT, MORTAR
BED, ETC. AS REQUIRED TO PROVIDE A FLUSH FINISHED FLOOR.
J. COORDINATE DEMOLITION WITH NEW WORK.
K. VERIFY ALL ROUGH OPENINGS WITH APPROVED SHOP DRAWINGS.
L. ALL DEMOLITION TO BE PATCHED AND REPAIRED TO MATCH EXISTING OR TO
ACCOMMODATE NEW CONSTRUCTION.
M. SEE FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL
DEMOLITION INFORMATION WHICH MAY NOT BE INDICATED ON DEMOLITION PLANS
AND TO COORDINATE EXTENT OF DEMOLITION REQUIRED.
N. THE MAIN KITCHEN ON SECOND FLOOR IS TO REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONTINUOUS
UTILITY SERVICE TO THE MAIN KITCHEN. ANY DISRUPTION IN SERVICES REQUIRED
TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY
ASSOCIATED EQUIPMENT MUST BE COORDINATED WITH OWNER.
O. REMOVE AND SALVAGE ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER
CABINETS WHERE WALLS ARE BEING REMOVED. ALL OTHERS ARE TO REMAIN IN
WALLS THAT ARE NOT BEING REMOVED.
P. PRIOR TO DEMOLITION WORK, GC TO CONDUCT WALK THROUGH WITH OWNERSHIP
TO DETERMINE WHAT LOOSE ITEMS (I.E. FURNISHINGS, ARTWORK, WINDOW
TREATMENTS, ETC.) ARE TO BE PROTECTED, STORED, OR DEMOLISHED.
Q. ALL CASING AND TRIM TO BE REMOVED AND REPLACED, SEE INTERIORS FOR
NEW PROFILES.
A. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE
PRIOR TO SUBMISSION OF BID. EXISTING DRAWINGS REPRESENTED THE
INFORMATION AVAILABLE AT THE TIME OF DRAWING PREPARATION, HOWEVER THE
EXISTING DRAWINGS MAY NOT REPRESENT ALL CURRENT CONDITIONS. BRING ALL
CONFLICTS TO THE ATTENTION OF THE ARCHITECT.
B. VERIFY EXACT COMPOSITION OF EXISTING WALLS TO BE REMOVED.
C. COORDINATE DEMOLITION OF LOAD BEARING WALLS WITH STRUCTURAL PLAN.
PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO RECEIVE NEW
CONSTRUCTION.
D. REMOVE ALL EXISTING WALL COVERINGS AND MASTIC, CASING, WALL BASE, CHAIR
RAIL, HAND RAIL, WOOD TRIM, WALL BUMPERS, CORNER GUARDS, ETC. UNLESS
NOTED OTHERWISE; PATCH, REPAIR AND PREPARE SUBSTRATE AS REQUIRED TO
RECEIVE NEW FINISHES AS SCHEDULED.
E. IN AREAS WHERE CEILING WORK IS TO HAPPEN, REMOVE AND SALVAGE ALL LOW
VOLTAGE AND LIFE SAFETY EQUIPMENT FOR REINSTALLATION -SEE ELECTRICAL
DRAWINGS.
F. PRIOR TO DEMOLITION WORK, GC TO CONDUCT WALK THROUGH WITH OWNERSHIP TO
DETERMINE WHAT LOOSE ITEMS (I.E. FURNISHINGS, ARTWORK, WINDOW TREATMENTS,
ETC.) IS TO BE PROTECTED, STORED, OR DEMOLISHED.
G. EXISTING WALLS, DOORS, FRAMES, ETC. THAT ARE SCHEDULED TO BE REMOVED
ARE DASHED LINE TYPES (SEE BELOW). SEE DEMOLITION PLANS KEY NOTES FOR
SPECIFIC INSTRUCTIONS.
H. EXISTING WALLS, DOORS, FRAMES ETC. THAT ARE SCHEDULED TO REMAIN ARE
SHOWN IN A LIGHT LINE WEIGHT AND ARE TO BE PROTECTED FROM DAMAGE DURING
DEMOLITION AND CONSTRUCTION. PATCH, REPAIR AND PREPARE SUBSTRATE AS
REQUIRED TO RECEIVE NEW FINISHES AS SCHEDULED.
I. SEE PLUMBING, HVAC, ELECTRICAL AND FOOD SERVICE DRAWINGS FOR ANY
REQUIRED DEMOLITION OF PLUMBING, HVAC, ELECTRICAL AND FOOD SERVICE
EQUIPMENT / MATERIALS PERFORMED BY THOSE TRADES. COORDINATE WORK WITH
ASSOCIATED CONTRACTORS.
6'-6" **PLUS OR MINUS - FOR REFERENCE ONLY
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:07 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A1021/8" SECOND FLOOR DEMO PLAN Atlantic BeachFleet LandingColeman RemodelFloridaNO. DATE DESCRIPTION
UP
UP
ALIGNALIGN
ALIGN
2
A602
1
A600
1
A601
CONFERENCE
ROOM
118
OFFICE
114
EXISTING
WATER
SUPPLY
110
EXISTING
ELECT
107
ELEVATOR
EQUIPMENT
104
WORK
ROOM
129
CONFERENCE
ROOM
131
EXECUTIVE
GATHERING
128
OFFICE
124
OFFICE
125
OFFICE
126
OFFICE
133
MECH
132
SALES &
FINISHES
135STAIR 1
STAIR 2
MARKETING
143
LIBRARY
DIRECTOR
142
MECH
139
MKTG DIR
146
SPORTS
BAR
155
RECEPTION
122
VEST
123
ELEVATOR
LOBBY
121
CORRIDOR
101
IT
138
STORAGE
130
ATRIUM
136
CORRIDOR
137
REAR
VEST
134
SALES &
MARKETING
140
OFFICE
141
IL SALES
145
AL SALES
147
OFFICE
149
OFFICE
150
SUPPLY
148
EXISTING
LIBRARY
151
EXISTING CHILLER
LINE ENCLOSURE
W02
MEN
164
SHOWER
163
TOILET
162
WOMEN
161
2
A601
135
132
133
126
113
114
157
134
134.1
138
152
146
EXT'G
MECH
109
ELEV 2
ELEV 1ELEV 3
7'-8" 12'-6" +/-
A/C
CLOSET
158
MECH/ELEC
159
CORR
160
W02
W02
EXISTNG
VESTIBULE
119
IT
156
BAR EQUIPMENT BY
SECTION 114000. -SEE
FOOD SERVICE DRAWINGS
BAR
SERVICE
154
NEW FULL HEIGHT STOREFRONT
CENTERED WITHIN OPENING
W02
W02
W02
W02
9'-4"W02
W02
W02
W17
W14
W14
W14
W17
W02
W98
W98
OUTLINE OF
OPENING ABOVE
OUTLINE OF
OPENING ABOVE
W01
W01
W01
W02
W98
13'-4"139
159
156
160
161
164
158
12
SOCIAL
MAIL
102
DEVELOPMENT
DIRECTOR
103
A40021
A401
1
5" 58"41 1/4" *39 1/4" *4'-2"142
PANTRY
157
A40023
A
A603
10'-8"STORAGE
113
A500
1
MECH
152
117
116
W02
EXISTING
CORRIDOR
111
FOOD
SERVICE
DIRECTOR
117
OFFICE
116
CORRIDOR
115
JANITOR
112
W07
A400 1
A400
20
A400
4
W02
W02 13'-2"AT400
8
153
FEC FEC
8'-4"5'-1"
W98
W02
W02
W02
W01
W01
W02
W16W01
W16
W01
W01
W02
W98
4'-0"6"W98
8'-0"6'-0"
16'-3"13'-8"
4'-7"13'-0"
7"3'-0"10"
130
4'-3"13'-6"5'-0"
W02
2'-4"4'-0"2'-4"
EXISITNG COLUMNS TO REMAIN,
PROVIDE BLOCKING AS NEEDED
FOR NEW STOREFRONT ANCHORING
A700
1
W01
(1) HOUR FIRE
BARRIER
A5003
A400
22
A402 7
109
W17
W01
NEW CONCRETE SLAB-
SEE STRUCTURAL DRAWINGS
A401
2
A401
3
A401
4 8"DUMBWAITER
A400
5
7 W98
1'-5 9/16"
13'-7"10'-8"16'-0"R 1'-0 "R
1'-
0
"
2'-0"
A401 5
10"2 SH
2 SHNEW LIBRARY
SHELVING -SEE
INTERIOR
DRAWINGS
NEW LIBRARY
SHELVING -SEE
INTERIOR
DRAWINGS
NEW DRINKING
FOUNTAIN w/
BOTTLE FILLER
5 SH
125124125.1124.1
127
127.1
A401 5
SIM/OPP
9'-11" 8'-11"6'-0"5'-5"8'-1"128
3'-1"140
118
131
123
A401 10
149
143
IN FLOOR LED
LIGHT TROUGH -
SEE ELECTRICAL
DRAWINGS
161.2 161.1
164.1
117.1
A700
14
A700
14 A700
14
W17
A602
4
EXISTING
STORAGE
106
3
6"1'-6"
S14
S14
S14
S14
B
A603
11'-1"
145
141
147
W02
99
W02
99 3'-0"2'-11 7/8"150
W17
A403
9
2'-4"
COATS
166
STOR
167
W01
166167
111
5'-9"3'-2"
2'-8"
COORDINATE OPENING SIZE
8'-10"2'-8"
DUMBWAITER
MECHANICAL
153
25'-10" 11'-0"
106
112 7'-8"5'-4"6"
R
2'-
0
"
STORAGE
168
A4028
A402
9
NEW CABINTRY PER SECTION
06402, SEE INTERIOR DESIGN
DRAWINGS
W172'-10"P&SHA5002
A402
11
NEW RECEPTION DESK
PER SECTION 06402.
SEE INTERIOR DESIGN
DRAWINGS
STUCCO FINISH ON
5/8" GLASS MAT GYPSUM SHEATHING.
WALLS TO RUN UP TO UNDERSIDE OF
FLOOR PAN ABOVE.
FINISHES TO MATCH ADJACENT SURFACES.2
C
A603
6
A403
2
A4035
1
4
3
8
7
6
A402
10
A402
12
A403
14
A400
17 CLEAR7'-8"10"CLOSET
169
W01
5 SH.5'-0" 12'-0"UP
A700
15
FIELD VERIFY
COL. STRUCTURE
A700
16
FIELD VERIFY
COL. STRUCTURE
AT400
11
AT400
11
A401
8 3'-5" 3'-5"AT400
11
AT400
11
AT400
12
101
169
168
141.1
?
137
A201
2
4'-6"
W02
99
W02
W02
W99
6
W02
2'-11"
15
4'-8"
A500 2
OPP.
W01154
A400
15
A400
18
EQUIPMENT BY
SECTION 114000.
W02
W09
W98
19
AT400
19
AT400
5"
UPPER BAR TOP
BY SECTION 114000 ACCESSIBLE BAR TOP
BY SECTION 114000
OUTSIDE FACE OF
BAR DIE WALL. -
COORDINATE WITH
FOOD SERVICE
DRAWINGS
16
A40317
22
AT400
A201
3
PROVIDE CONTINUOUS WOOD
BLOCKING FROM CORNER TO
CORNER AT BOTH WALLS
FROM 42"-78" A.F.F.
W02
PROVIDE CONTINUOUS WOOD
BLOCKING FROM CORNER TO
CORNER FROM 42"-78" A.F.F.
155 155.1
OFFICE
127
W71W97
W97
48 3/8"
W97
NEW WORK GENERAL NOTES:
14. EXISTING DISTRIBUTION PANELS TO BE PAINTED TO MATCH
WALL. NEW DISTRIBUTION PANELS TO BE POWDER PAINTED
PER 09912.
15. SOFFITS THAT ARE NOT SHOWN TO ALIGN WITH ENDS OF
WALLS TO BE ONLY AS WIDE AS REQUIRED TO CONCEAL DUCT.
16. FIELD VERIFY EXISTING WALL CONSTRUCTION, PROVIDE 2x
WOOD BLOCKING AS REQUIRED WHERE NEW HANDRAILS, NEW
CONSTRUCTION, ETC. IS SHOWN ATTACHING TO EXISTING
WALLS.
17. EMERGENCY CALL PULL CORDS TO BE TRIMMED SO BOTTOM
OF CORD IS 4" ABOVE THE FLOOR.
18. SEE INTERIOR DESIGN DOCUMENTS FOR TRIM PROFILES.
19. COUNTERTOP AND UPPER CABINET HEIGHTS AS SHOWN IN
INTERIOR ELEVATIONS ARE BASED ON FINISHED FLOOR;
INSTALL CASEWORK WITH BLOCKING PER SPEC SECTION 12356
TO MAINTAIN INDICATED HEIGHTS IN AREAS WITH CERAMIC TILE,
WOOD OR SIMILAR FLOORING.
20. CONTINUE FLOOR MATERIALS INTO ALL APPLIANCE SPACES.
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
CONDITIONS AT JOB SITE PRIOR TO SUBMISSION OF BID.
EXISTING DRAWINGS REPRESENTED THE INFORMATION
AVAILABLE AT THE TIME OF DRAWING PREPARATION, HOWEVER
THE EXISTING DRAWINGS MAY NOT REPRESENT ALL CURRENT
CONDITIONS. BRING ALL CONFLICTS TO THE ATTENTION OF THE
ARCHITECT.
2. DIMENSIONS AT EXISTING INTERIOR AND EXTERIOR WALLS ARE
TO FINISHED FACE OF EXISTING DRYWALL.
3. ALL OTHER DIMENSIONS ARE TO FACE OF STUD.
4. VERIFY ALL ROUGH AND MASONRY OPENINGS (M.O.) WITH
APPROVED SHOP DRAWINGS.
5. ALL DEMOLITION TO BE PATCHED AND REPAIRED TO MATCH
EXISTING OR TO ACCOMMODATE NEW CONSTRUCTION.
PREPARE SUBSTRATES AS REQUIRED FOR NEW FINISHES AS
SCHEDULED.
6. AT ALL EXISTING FLOORS, WALLS, CEILINGS, ETC. TO REMAIN;
PATCH AS REQUIRED TO MATCH EXISTING AT REMOVED WALLS,
WHERE DAMAGED DURING DEMOLITION OR CONSTRUCTION, AT
REMOVED CABINETRY, ETC.
7. FILL DEPRESSIONS WHERE TILE, GROUT, MORTAR BEDS, ETC.
WERE REMOVED WITH A CONCRETE THINSET (USE BONDING
AGENTS) COMPATIBLE WITH THE FINISHED FLOORING. SEE FINISH
SCHEDULE FOR FLOORING TYPES. FINAL FLOOR TO BE FLUSH
WITH EXISTING FLOOR.
8. PATCH FLOOR AT REMOVED PIPES AT TOILET, SHOWER, ETC.
TO MATCH EXISTING.
9. PRODUCTS USED BUT NOT INDICATED IN THE SPECIFICATIONS
WILL REQUIRE A SUBMITTAL OF PRODUCT INFORMATION; SUBMIT
TO ARCHITECT.
10. PROVIDE CAULK BETWEEN SPLASHES AND WALLS.
11. FIELD VERIFY ALL TOPS AND CABINETRY DIMENSIONS.
12. PROVIDE SEAMLESS FLOOR TO CABINETS AND BASE
MOULDING INSTALLATIONS. DO NOT ADD SHOE MOULDING.
13. VERIFY WALL CONSTRUCTION WITH WALL TYPE.
DIMENSIONS SHOWN AS ROUGH OPENINGS
FOR SPECIFIC PRODUCTS BASED ON
CURRENT INFORMATION AVAILABLE AT TIME
OF DRAWING PREPARATION. CONTRACTOR
TO VERIFY AS APPROPRIATE.
PLUS OR MINUS -FOR REFERENCE ONLY.
WALL TYPES SHEET AT300
DOOR SCHEDULE SHEET AT110
ROOM FINISH SCHEDULE SEE I.D. DOCUMENTS
KEY NOTE
6'-6" **
6'-6" *
-
INDICATES EXISTING BUILDING
COMPONENT TO REMAIN
EFEC -INDICATES EXISTING FIRE EXTINGUISHER CABINET AND
EXISTING FIRE EXTINGUISHER TO REMAIN
INDICATES 1 HOUR WALL
INDICATES 2 HOUR WALL
INDICATES HANDRAIL
FEC #FIRE EXTINGUISHER WITH RECESSED CABINET PER
SECTION 10522 -SEE DETAILS AND
FE FIRE EXTINGUISHER WITH SURFACE MOUNTED BRACKET
PER SECTION 10522.
/7 AT400 /8 AT400
A40016 19
A400
13
14
SOCIAL
MAIL
102
W16
W17
W02
W09 1'-4"1'-1"1'-1"1'-1"13'-6"14'-2"6'-7"6'-3"CENTER
UNIT IN
ELEVATION
(TYP.)
TRASH/ RECYCLING
PER SECTION 06402
1'-1"1'-0"
EQUIPMENT
BY OWNER
W01
7'-9"6'-0"4"1'-1"RECYCLING SLOTS
TRASH HOLE
4"
W17
2'-8"2'-3"
W17
W17
W17
A400
15
A400
18
W14
NEW MESSAGE BOXES
PER SECTION 06402.
PRINTER CABINET PER
SECTION 06402
W01
A40317
132"16"16"16" 219"17"17"17"17"R 8 "
R 8"
R 4"R 8"R 8"R 8"
17"
5"34"98"36"97"40"7"238"168 3/8"69 5/8"135°1 3 5 °135°135°155 17/32" **165 43/64"72 21/64"31"2"
36"17"17"BAR EQUIPMENT BY
SECTION 114000. -SEE
FOOD SERVICE DRAWINGS
UPPER BAR TOP
BY SECTION 114000
ACCESSIBLE BAR TOP
BY SECTION 114000
OUTSIDE FACE OF
BAR DIE WALL. -
COORDINATE WITH
FOOD SERVICE
DRAWINGS
OUTSIDE FACE OF BAR DIE WALL. -
COORDINATE WITH FOOD SERVICE
DRAWINGS
135°OUTSIDE FACE OF BAR DIE WALL. -
COORDINATE WITH FOOD SERVICE
DRAWINGS
BAR
SERVICE
154
MECH
152
DUMBWAITER
MECHANICAL
153
DUMBWAITER
ENCLOSURE
W01
W01
W01
W01 W14
W01
W01
UPPER BAR TOP
BY SECTION 114000
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:13 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A2011/8" FIRST FLOOR PLAN Atlantic BeachFleet LandingColeman RemodelFloridaNO. DATE DESCRIPTION
A201
SOCIAL MAIL 102
1/4" = 1'-0"
2
BAR COUNTERTOP PLAN
1/4" = 1'-0"
DN
DN
ALIGNALIGN
2
A602
1
A600
2
A601
MENS
ACCESSIBLE
208
RESTROOM
211
COATS
212
BEV
STATION
209
EXISTING
WOMENS
206 EXISTING
MENS
207
EXISTING
OFFICE
204
EXHIBITION
DINING
223
EXHIBITION
KITCHEN
222
KITCHEN
SUPPORT
221
GALLERY
220
ELEV
LOBBY
213
COMMUNITY
DINING
210
BEV
STATION
218
PRIVATE
DINING/WINE
ROOM
219
EXT'G
ELEC
217
BEV
SUPPLIES
225
BAR/BEV
STATION
224
EXISTING
MECH
226
EXISTING
KITCHEN
201 1'-8"EQ1'-8"EQ11'-8"1'-8"10'-8"1'-8"10'-8"1'-8"5'-3"
W17
W17
EXISTING
MECH
MEZZANINE
ACCESS
HATCH
(VERIFY)
W02
W01
W01
W02
W29
W01
W01
W17
W02
W02
W02
W01
W02
W02
W02
208
205
EQUIPMENT
BY FOOD
SERVICE
EQUIPMENT BY
SECTION 114000.
EQUIPMENT
BY114000. SEE
FOOD SERVICE
DRAWINGS
ELEV 2
ELEV 1ELEV 3
STAIR 1 STAIR 2
EXISTING
MECH
MEZZANINE
HATCH
(VERIFY
LOCATION)
EXISTING
MASONRY
WALL
STRUCTURAL COLUMNS TO
RECEIVE NEW FINISHES PER
INTERIORS (TYPICAL)
W02
W02
W02
W17
W17
OPEN TO
BELOW
CUSTOM MONUMENTAL
STAIR AND
ORNAMENTAL RAILING
208
205
211
221.1
221
NEW
CONCRETE
FLOOR PER
STRUCTURAL
DRAWINGS
226
206 207
A
A603
A500
1
EXISTING
WALK-IN
202
PANTRY
203
A4008
9
A400 8
9
SIM.SIM.
W01
W01
W01
3'-3"
W14
W17
8'-5"A401 9
A402 5
A402 1 3
A402
ROOF
ACCESS
219A
219.1
DINING
227
A402
2
DUMBWAITER OPENING PER
MANUFACTURER REQUIREMENTS-
COORDINATE WITH STRUCTURAL.
ALIGNS WITH WALLS BELOW
A4017
CONTRACTOR TO INSPECT, REPAIR
AND REFURBISH COMPONENTS OF
ELLISON DOOR TO ACHIEVE
SMOOTH AND QUIET OPERATION.
CONTRACTOR TO INSPECT,
REPAIR AND REFURBISH
COMPONENTS OF ELLISON
DOOR TO ACHIEVE SMOOTH
AND QUIET OPERATION.14'-7"5"7'-8"DN
A401
10 1'-8"217
201
201.1
212
201.1201.1
W01
A700
13
W29
A401
149'-1 1/2"9'-7" 15'-8" 4'-3" 8'-8" 2'-9"4'-10"7'-4" 10'-1"3'-6"2'-10"W02
13
4'-6" 8'-4"4"
8'-6"8'-4" *3'-9" 7'-5"A602
5
2'-2"3'-4"7'-5"3'-0"A400
8
9
SIM.
A4021
OPP.
PROVIDE WOOD
BLOCKING FOR NEW
PARTITIONS
ALIGN NEW WALL
WITH WALL ABOVE
TRUSS BEARING
ALIGN NEW WALL
WITH WALL ABOVE
TRUSS BEARING
10"B
A603
NEW FULL HEIGHT STOREFRONT
CENTERED WITHIN OPENING
EXISITNG COLUMNS TO REMAIN,
PROVIDE BLOCKING AS
NEEDED FOR NEW
STOREFRONT ANCHORING
EXISITNG BALCONY GUARDRAILS
NEW CONCRETE FLOOR -
SEE STRUCTURAL DRAWINGS
EXISITNG BALCONY GUARDRAILS
BOOTH BACK WALL -
SEE INTERIORS
BOOTH BACK WALL -
SEE INTERIOR DRAWINGS
BOOTH BACK WALL -
SEE INTERIORS
FIXED LADDER
16'-0"STACKABLE WALL SYSTEM
w/PIVOT DOOR
6'-8"15'-2" **
W14
W01
4'-2"
A5002
6'-3"5'-0"8'-9" 10'-5"210
3'-2"3'-3"
8"PROVIDE WOOD
BLOCKING FOR IT
CABINET TO BE
MOUNTED TIGHT TO
CEILINGW17
6
4
11"3'-8"9"
W98
W01
W14 W29 R 8'-4"3'-4"3'-4"
W17
EXISTING COLUMN
TO BE PAINTED
EXISTING COLUMN
TO BE PAINTED
11
10
10
11
PARTITION WALL -
SEE INTERIORS
C
A603
A401
12
11
10
11
SEE FOOD SERVICE
DRAWINGS FOR
DIMENSIONS
2'-6"5'-5"
209
FEC
7'-0"
W01
W01
EQ.EQ.
R 8'-4"
8'-4 5/8"8'-4 11/32"18'-9 3/8"10"8'-4 5/8"
EXPOSED TRUSSES
ABOVE
EXPOSED TRUSSES
ABOVE
9'-8"3'-6"A700
15 FIELD
VERIFY
COLUMN
STRUCTURE
A700
16
SF8SF8
SF10
SF10
SF9
WOMENS
ACCESSIBLE
205
151
210.1
219
204CG
W03
A403
11
12
13
10
43'-3" 43'-4"
GALLERY
VESTIBULE
231
2"
FACE OF BAR DIE
WALL FROM FACE
OF STUD WALL
FACE OF BAR DIE
WALL FROM FACE
OF STUD WALL
OUTSIDE FACE OF
4" BAR DIE WALL
OUTSIDE FACE
OF COUNTER EDGE
OUTSIDE FACE OF SOFFIT ABOVE
EXTG.
JAN.
232 1'-10"1'-10"3"4"10 1/2"2'-2"
NEW WORK GENERAL NOTES:
14. EXISTING DISTRIBUTION PANELS TO BE PAINTED TO MATCH
WALL. NEW DISTRIBUTION PANELS TO BE POWDER PAINTED
PER 09912.
15. SOFFITS THAT ARE NOT SHOWN TO ALIGN WITH ENDS OF
WALLS TO BE ONLY AS WIDE AS REQUIRED TO CONCEAL DUCT.
16. FIELD VERIFY EXISTING WALL CONSTRUCTION, PROVIDE 2x
WOOD BLOCKING AS REQUIRED WHERE NEW HANDRAILS, NEW
CONSTRUCTION, ETC. IS SHOWN ATTACHING TO EXISTING
WALLS.
17. EMERGENCY CALL PULL CORDS TO BE TRIMMED SO BOTTOM
OF CORD IS 4" ABOVE THE FLOOR.
18. SEE INTERIOR DESIGN DOCUMENTS FOR TRIM PROFILES.
19. COUNTERTOP AND UPPER CABINET HEIGHTS AS SHOWN IN
INTERIOR ELEVATIONS ARE BASED ON FINISHED FLOOR;
INSTALL CASEWORK WITH BLOCKING PER SPEC SECTION 12356
TO MAINTAIN INDICATED HEIGHTS IN AREAS WITH CERAMIC TILE,
WOOD OR SIMILAR FLOORING.
20. CONTINUE FLOOR MATERIALS INTO ALL APPLIANCE SPACES.
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
CONDITIONS AT JOB SITE PRIOR TO SUBMISSION OF BID.
EXISTING DRAWINGS REPRESENTED THE INFORMATION
AVAILABLE AT THE TIME OF DRAWING PREPARATION, HOWEVER
THE EXISTING DRAWINGS MAY NOT REPRESENT ALL CURRENT
CONDITIONS. BRING ALL CONFLICTS TO THE ATTENTION OF THE
ARCHITECT.
2. DIMENSIONS AT EXISTING INTERIOR AND EXTERIOR WALLS ARE
TO FINISHED FACE OF EXISTING DRYWALL.
3. ALL OTHER DIMENSIONS ARE TO FACE OF STUD.
4. VERIFY ALL ROUGH AND MASONRY OPENINGS (M.O.) WITH
APPROVED SHOP DRAWINGS.
5. ALL DEMOLITION TO BE PATCHED AND REPAIRED TO MATCH
EXISTING OR TO ACCOMMODATE NEW CONSTRUCTION.
PREPARE SUBSTRATES AS REQUIRED FOR NEW FINISHES AS
SCHEDULED.
6. AT ALL EXISTING FLOORS, WALLS, CEILINGS, ETC. TO REMAIN;
PATCH AS REQUIRED TO MATCH EXISTING AT REMOVED WALLS,
WHERE DAMAGED DURING DEMOLITION OR CONSTRUCTION, AT
REMOVED CABINETRY, ETC.
7. FILL DEPRESSIONS WHERE TILE, GROUT, MORTAR BEDS, ETC.
WERE REMOVED WITH A CONCRETE THINSET (USE BONDING
AGENTS) COMPATIBLE WITH THE FINISHED FLOORING. SEE FINISH
SCHEDULE FOR FLOORING TYPES. FINAL FLOOR TO BE FLUSH
WITH EXISTING FLOOR.
8. PATCH FLOOR AT REMOVED PIPES AT TOILET, SHOWER, ETC.
TO MATCH EXISTING.
9. PRODUCTS USED BUT NOT INDICATED IN THE SPECIFICATIONS
WILL REQUIRE A SUBMITTAL OF PRODUCT INFORMATION; SUBMIT
TO ARCHITECT.
10. PROVIDE CAULK BETWEEN SPLASHES AND WALLS.
11. FIELD VERIFY ALL TOPS AND CABINETRY DIMENSIONS.
12. PROVIDE SEAMLESS FLOOR TO CABINETS AND BASE
MOULDING INSTALLATIONS. DO NOT ADD SHOE MOULDING.
13. VERIFY WALL CONSTRUCTION WITH WALL TYPE.
DIMENSIONS SHOWN AS ROUGH OPENINGS
FOR SPECIFIC PRODUCTS BASED ON
CURRENT INFORMATION AVAILABLE AT TIME
OF DRAWING PREPARATION. CONTRACTOR
TO VERIFY AS APPROPRIATE.
PLUS OR MINUS -FOR REFERENCE ONLY.
WALL TYPES SHEET AT300
DOOR SCHEDULE SHEET AT110
ROOM FINISH SCHEDULE SEE I.D. DOCUMENTS
KEY NOTE
6'-6" **
6'-6" *
-
INDICATES EXISTING BUILDING
COMPONENT TO REMAIN
EFEC -INDICATES EXISTING FIRE EXTINGUISHER CABINET AND
EXISTING FIRE EXTINGUISHER TO REMAIN
INDICATES 1 HOUR WALL
INDICATES 2 HOUR WALL
INDICATES HANDRAIL
FEC #FIRE EXTINGUISHER WITH RECESSED CABINET PER
SECTION 10522 -SEE DETAILS AND
FE FIRE EXTINGUISHER WITH SURFACE MOUNTED BRACKET
PER SECTION 10522.
/7 AT400 /8 AT400
A402
2
EXHIBITION
DINING
223
EXHIBITION
KITCHEN
222
KITCHEN
SUPPORT
221
W02
W01
W01
W02 W01 10'-1"3'-6"2'-10"SPRING OF DIE WALL11'-9"W02
A4021
OPP.
4'-2"
3'-4"3'-4"3'-6"2'-10"SPRING OF DIE WALL11'-9"TO FACE OF DIE WALL
2" FROM FACE OF STUD
OUTSIDE FACE OF DIE
WALL -COORDINATE WITH
FOOD SERVICE DRAWINGS
DUMBWAITER
ENCLOSURE
COUNTERTOP
BY SECTION 114000
KITCHEN EQUIPMENT BY
SECTION 114000. -SEE
FOOD SERVICE DRAWINGSR 1
5'-0"
2" 36"
TO FACE OF DIE WALL
2" FROM FACE OF STUD
31 1/2"31 7/8"R 16'-6"R 13'-0"35 47/64"49 5/8" *85"32"32"
36"2"170 23/64"57 27/64" *7 1/4"FIELD VERIFY102 5/8" **EXISTING PAINTED
STEEL COLUMN
EXISTING PAINTED
STEEL COLUMN
168" 108"84" 108"R 17'-0" 14"300" 8"OUTSIDE FACE OF DIE
WALL -COORDINATE WITH
FOOD SERVICE DRAWINGS
W07
W02
W07
W02
COUNTERTOP
BY SECTION 114000 COUNTERTOP
BY SECTION 114000
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:17 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A2021/8" SECOND FLOOR PLAN Atlantic BeachFleet LandingColeman RemodelFloridaNO. DATE DESCRIPTION
EXHIBITION KITCHEN
1/4" = 1'-0"
ALIGN
ALIGN
2
A602
1
A600
CONFERENCE
ROOM
118
OFFICE
114
EXISTING
WATER
SUPPLY
110
EXISTING
ELECT
107
ELEVATOR
EQUIPMENT
104
SOCIAL
MAIL
102
WORK
ROOM
129
CONFERENCE
ROOM
131
EXECUTIVE
GATHERING
128
OFFICE
124
OFFICE
125
OFFICE
126
?
?
OFFICE
133
MECH
132
SALES &
FINISHES
135STAIR 1
001 STAIR 2
MARKETING
143
LIBRARY
DIRECTOR
142
MECH
139
MKTG DIR
146
SPORTS
BAR
155
RECEPTION
122 VEST
123
ELEVATOR
LOBBY
121
CORRIDOR
101
IT
138
STORAGE
130
ATRIUM
136
CORRIDOR
137
REAR
VEST
134
SALES &
MARKETING
140
OFFICE
141
IL SALES
145
AL SALES
147
OFFICE
149
OFFICE
150
SUPPLY
148
EXISTING
LIBRARY
151
2
A601
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ELEV 2
E002
ELEV 1
E001
ELEV 3
E003
ACT @ 9'-0"
ACT @ 9'-4"
EXPOSED
STRUCTURE
DRYWALL @
9'-4"
ACT @ 8'-0"
DRYWALL @
9'-0"
ACOUSTICAL
WOOD
SLAT
CEILING @
10'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"ACT @ 9'-0"
MEN
164
SHOWER
163
TOILET
162
WOMEN
161
MECH/ELEC
159
A/C
CLOSET
158
IT
156
ACT @ 8'-0"
DRYWALL @
9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"
ACT @ 9'-0"ACT @ 9'-0"ACT @ 8'-6"
ACT @ 8'-0"
ACT @ 8'-0"
ACT @ 8'-0"
CORR
160
ACOUSTICAL
WOOD
SLAT
CEILING @
10'-2"
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
ACT @ 8'-0"
OPEN TO ABOVE
A
A603
STORAGE
113
CORRIDOR
115
EXISTING
CORRIDOR
111
DRYWALL @
8'-0"
OFFICE
116
FOOD
SERVICE
DIRECTOR
117
JANITOR
112
EXT'G
MECH
109
DEVELOPMENT
DIRECTOR
103
PANTRY
157
ACT @ 8'-0" ACT @ 8'-0"
ACT @ 8'-0"
EXISTING TO
REMAIN
EXISTING TO
REMAIN
4'-7"5'-3"3'-11"
1'-6"1'-6"ACT @ 8'-6"
DRYWALL @
9'-11"
ACOUSTICAL
WOOD
SLAT
CEILING @
10'-4"
MATCH EXIST.
HEIGHT
DRYWALL @
9'-4"
DRYWALL @
10'-0"
ACOUSTICAL
WOOD
SLAT
CEILING @
10'-2"1'-6"DRYWALL @
10'-0"
9'-10"
9'-2"
9'-5"
9'-8"9'-2"
9'-10"
9'-10"
SUSPENDED
ACOUSTIC
DRYWALL
GRID SYSTEM
@ 9-1
SUSPENDED
DRYWALL
GRID SYSTEM
@ 8-4
ACT @ 9'-0"
EXISTING TO
REMAIN
DRYWALL @
8'-0"
CONTROL
JOINT
CONTROL
JOINT
DRYWALL ON A GRID
SUSPENSION SYSTEM
@ 9'-0"
LEVEL 5 FINISH
REQUIRED
4'-7"R 2 0 '-0 " 18'-1"WOOD CEILING @ 10'-4"
ON SUSPENSION SYSTEM DRYWALL @
9'-6"
4'-9 1/8"2'-0"13'-4"2'-0"2'-0" 8'-1"2'-0"2'-0"6'-8"2'-0"DRYWALL @
9'-0"
DRYWALL @
9'-3"
DRYWALL @
9'-6"
DRYWALL @
9'-9"R 3'-0"R
1'-
0"
R
1'-
0
"
R 1'-0"R 1'-0"R
1'
-0"
R 3'-0"
R 1'-0 " R 21'-5"
R 11'-6"
R 5'-0"7'-1"1'-5"
10'-6" 6'-0"8" TYP.
START
WAVE
HERE
R 1 '-0 "
9'-8"
9'-5"
9'-2"
1
A203
1
A203
1
A203
1
A203
3
A203
1
A203
EXPOSED
STRUCTURE
DECORATIVE DISCS -SEE
INTERIOR DRAWINGS
DECORATIVE FINISH
@ 9'-8"
SEE INTERIOR
DRAWINGS
B
A603
ACT @ 8'-6"
ACT @ 8'-6"8'-8" 10'-0"R 1'-0 "R 1'-0 "R 1'-
0"
R 1'-0"
NO WORKNO WORK
NO WORK
NO WORK
NO WORK
STORAGE
168
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
DRYWALL @
7'-4"
1
A203
8" **
DRYWALL @
7'-0"
DRYWALL
@ 10'-0"
DRYWALL @
8'-0"3'-6" 9'-6"6"7'-1"
8'-0"
ACT @
10'-0"
DRYWALL
ON
STRUCTURE
MECH
152
DUMBWAITER
MECHANICAL
153
3'-0"7'-1"2'-2" ** 2'-9" 14'-8"**9'-3 1/2" **
R 3'-0 "R
3'-
0
"
R
3'-
0
"R 3'-0 "R
6"
1'-6"8'-6"8'-6"EXTENT OF ACOUSTIC
GYPSUM SYSTEM
EXTENT OF ACOUSTIC
GYPSUM SYSTEM
SUSPENDED
ACOUSTIC
DRYWALL
GRID SYSTEM
@ 9-1
SUSPENDED
ACOUSTIC
DRYWALL
GRID SYSTEM
@ 10'-0"
SUSPENDED
ACOUSTIC
DRYWALL
GRID SYSTEM
@ 10'-0"
SUSPENDED
DRYWALL
@ 9-1
SUSPENDED
DRYWALL
@ 9-1
C
A603
3
A203
2
A203
2
A203 SIM.
2
A203 SIM.
2
A203
INTERIOR SOFFIT: 5/8"
DRYWALL ON 3-5/8" X
20 GAUGE METAL
FRAMING AT 24" O.C.
EXISTING
DRYWALL
CEILING
EXISTING
DRYWALL
CEILING
EXISTING
DRYWALL
CEILING
EXISTING DRYWALL SOFFIT
EXISTING DRYWALL SOFFIT
24"x32" MIN. ACCESS PANEL -
LOCATE PANEL EDGES
WITHIN THE INLAY SEAMS,
CROSS CUT JOINTS TO BE
AS TIGHT AS POSSIBLE TO
CONCEAL TRANSITIONS.
18
AT400
NEW PVC BEAD BOARD AT
UNDERSIDE OF STRUCTURE
NEW PVC BEAD BOARD AT
UNDERSIDE OF STRUCTURE
NEW PVC BEAD BOARD AT
UNDERSIDE OF STRUCTURE NEW PVC BEAD BOARD AT
UNDERSIDE OF STRUCTURE
2
A203
1'-6"1'-6"1'-6"1'-0"1'-0"1'-0"
DRYWALL @
9'-11"
DRYWALL @
9'-11"
13'-2" 21'-5"4'-9 1/4"8'-2"2'-0"8'-7"
2'-0"13'-4"2'-0"
1x12 WOOD TRIM
1x8 WOOD TRIM
1" WOOD TRIM
-SEE INTERIOR
DRAWINGS FOR
FINISHES
LED LIGHT RIBBON
A203
4
(3) 55" TV ON CEILING MOUNTS
1. INDICATED CEILING HEIGHTS ARE NOMINAL AND ARE SUBJECT
TO NORMAL CONSTRUCTION TOLERANCES. HEIGHTS GIVEN ARE
ABOVE FINISHED FLOOR (A.F.F.) UNLESS NOTED OTHERWISE.
2. ALL WALLS ARE TO EXTEND UP TO UNDERSIDE OF ASSEMBLY
ABOVE UNLESS NOTED OTHERWISE.
3. ALL DRYWALL CEILINGS TO BE PAINTED.
4. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DIFFUSER
AND LIGHT FIXTURE SCHEDULES. THIS DRAWING TO BE USED
FOR LAYOUT AND DESIGN INTENT OF CEILING COMPONENTS.
5. ALL SOFFIT FRAMING AT COMMONS AREAS TO BE 20 GAGE.
6. SEE INTERIOR FINISH SCHEDULE FOR PAINT.
7. SEE INTERIOR DESIGNER DOCUMENTS FOR CEILING TILE TYPES.
8. CONTRACTOR TO VERIFY WEIGHT OF LIGHT FIXTURES AND/OR
CHANDELIERS; ANCHOR GRID SUSPENSION AND ACOUSTICAL
TILE SUSPENSION SYSTEMS TO STRUCTURE ABOVE AS
REQUIRED.
9. NEW EXPOSED DUCTWORK TO BE PAINTED TO MATCH EXISTING
DUCTWORK; SEE INTERIOR DESIGNER DOCUMENTS FOR
FINISHES.
10. ALL SURFACE MOUNTED EQUIPMENT THAT CANNOT BE COLOR
MATCH TO THE MOUNTED SURFACE FINISH TO BE COORDINATED
WITH INTERIORS FOR INSTALLATION LOCATION.
REFLECTED CEILING PLAN KEY:
'CJ' INDICATES CONTROL JOINTS AT DRYWALL CEILINGS.
INDICATES LIGHT COVE
REFLECTED CEILING PLAN
GENERAL NOTES:
CEILING
'F' REVEAL MOLDING
w/RECESS LED LIGHT
STRIP
SEE REFLECTED CEILING PLAN5/8" DRYWALL ON
3-5/8" X 20 GAUGE
METAL FRAMING AT
24" O.C.
CEILING
DRYWALL
3-5/8" METAL FRAMING
1'-4"8"8" TYP.
RECESS LED
LIGHTING STRIP
DRYWALL
3-5/8" METAL FRAMING
1-5/8" METAL FRAMING
3-5/8" X 20 GAUGE METAL
FRAMED KICKERS AT 48" O.C.
SUSPENDED CEILING
SYSTEM -
SEE REFLECTED
CEILING PLAN FOR
MATERIAL
SEE REFLECTED CEILING PLAN5/8" DRYWALL ON
3-5/8" X 20 GAUGE
METAL FRAMING AT
24" O.C.
T Y P .8 "DRYWALL
@ 10'-0"
DRYWALL
@ 9'-0"
DRYWALL
@ 9'-2"
DRYWALL
@ 9'-4"
DRYWALL
@ 9'-6"
SUSPENDED ACOUSTIC
DRYWALL GRID
SYSTEM @ 9'-1"
9'-0"19'-9"
SUSPENDED
DRYWALL @ 9'-1"
EXTENT OF
ACOUSTIC
GYPSUM
SYSTEM
4'-2" 2'-10" 3'-6" 5'-6"
5'-4"
1 1 '-8 " 7 '-8 "3'-8"4'-4"18'-2" 8'-7"19'-1"10'-9"11'-8"20'-5"
16'-2"10'-3"19'-11" 8'-2"2'-9" 29'-0"2'-0"2'-0" 10'-9"R 12'-0"63'-1"
RADIUS
9'-
1
0" 5'-4" 3'-6"6'-5"15'-10"
LED LIGHT RIBBON
4'-6"
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:29 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A2031/8" FIRST FLOOR REFLECTED CEILING PLAN Atlantic BeachFleet LandingColeman RemodelFloridaA203
SOFFIT DETAIL
1 1/2" = 1'-0"
1
NO. DATE DESCRIPTION
A203
STEPPED CEILING
1 1/2" = 1'-0"
3
A203
SOFFIT DETAIL
1 1/2" = 1'-0"
2
NO LED LIGHTING
A203
ENLARGED STEPPED CEILING AT SPORTS BAR
1/4" = 1'-0"
4
EXTENT OF
ACOUSTIC
GYPSUM
SYSTEM
1. INDICATED CEILING HEIGHTS ARE NOMINAL AND ARE SUBJECT
TO NORMAL CONSTRUCTION TOLERANCES. HEIGHTS GIVEN ARE
ABOVE FINISHED FLOOR (A.F.F.) UNLESS NOTED OTHERWISE.
2. ALL WALLS ARE TO EXTEND UP TO UNDERSIDE OF ASSEMBLY
ABOVE UNLESS NOTED OTHERWISE.
3. ALL DRYWALL CEILINGS TO BE PAINTED.
4. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DIFFUSER
AND LIGHT FIXTURE SCHEDULES. THIS DRAWING TO BE USED
FOR LAYOUT AND DESIGN INTENT OF CEILING COMPONENTS.
5. ALL SOFFIT FRAMING AT COMMONS AREAS TO BE 20 GAGE.
6. SEE INTERIOR FINISH SCHEDULE FOR PAINT.
7. SEE INTERIOR DESIGNER DOCUMENTS FOR CEILING TILE TYPES.
8. CONTRACTOR TO VERIFY WEIGHT OF LIGHT FIXTURES AND/OR
CHANDELIERS; ANCHOR GRID SUSPENSION AND ACOUSTICAL
TILE SUSPENSION SYSTEMS TO STRUCTURE ABOVE AS
REQUIRED.
9. NEW EXPOSED DUCTWORK TO BE PAINTED TO MATCH EXISTING
DUCTWORK; SEE INTERIOR DESIGNER DOCUMENTS FOR
FINISHES.
10. ALL SURFACE MOUNTED EQUIPMENT THAT CANNOT BE COLOR
MATCH TO THE MOUNTED SURFACE FINISH TO BE COORDINATED
WITH INTERIORS FOR INSTALLATION LOCATION.
REFLECTED CEILING PLAN KEY:
'CJ' INDICATES CONTROL JOINTS AT DRYWALL CEILINGS.
INDICATES LIGHT COVE
REFLECTED CEILING PLAN
GENERAL NOTES:
2
A602
1
A600
2
A601
EXISTING EXPOSED
CEILING AND STRUCTURE
ACOUSTICAL
WOOD
SLAT
CEILING @
9'-0"
DRYWALL @
8'-0"
ACT @ 8'-6"
ACT @ 8'-6"
9'-2"
COMMUNITY
DINING
210
EXT'G
ELEC
217
PRIVATE
DINING/WINE
ROOM
219
121 SF
BEV
STATION
218
EXHIBITION
DINING
223
EXHIBITION
KITCHEN
222
KITCHEN
SUPPORT
221
EXHIBITION
DINING
223
BAR/BEV
STATION
224
BEV
SUPPLIES
225
STAIR 1 STAIR 2
EXISTING
MECH
226
EXISTING
KITCHEN
201
EXISTING
OFFICE
204
ELEV 3 ELEV 1
ELEV 2
ELEV
LOBBY
213 RESTROOM
211
COATS
212
EXISTING
WOMENS
206
EXISTING
MENS
207
BEV
STATION
209
MENS
ACCESSIBLE
208
GALLERY
220
CEILING OVER THIS
AREA BASED ON
KITCHEN EQUIPMENT
ACT @ 8'-0"
TILE D @
9'-8"
EXISTING CEILING
TO REMAIN
ACT @ 8'-0"
ACT @ 8'-0"
ACT @ 8'-0"
DECORATIVE
CEILING
TREATMENT
ACT @ 8'-0"
EXISTING DRYWALL CEILING TO
REMAIN. PATCH AND MATCH AT
AREAS OF NEW CONSTRUCTION
OPEN TO
STRUCTURE
ABOVE
A
A603
EXHIBITION
DINING
223
EXISTING
WALK-IN
202
PANTRY
203
ACT @ 8'-6"
DRYWALL @
7'-6"
3
A402
DRYWALL @
7'-6"
EXISTING
MECH
MEZZANINE
ACCESS
HATCH
(VERIFY)
EXISTING
CEILING @
14'-0"
TO REMAIN
DRYWALL @
8'-0"
DRYWALL @
8'-0"
ACOUSTICAL
WOOD
SLAT
CEILING @
9'-0"
DRYWALL @
8'-4"
DINING
227
DRYWALL @
9'-4"
DRYWALL @
9'-6"
OPEN
STRUCT
METAL TUBING SOFFIT
BY METAL FABRICATOR
EXISTING
CEILING @
14'-0"
TO REMAIN
RELOCATED DROP DOWN
PROJECTOR SCREEN.
INSTALL EQUIPMENT IN
SPACE BETWEEN TRUSSES.
VERIFY LOCATION IN FIELD.
DROP DOWN PROJECTOR -
PANEL FINISH TO MATCH
SURFACE. INSTALL EQUIPMENT
IN SPACE BETWEEN TRUSSES.
VERIFY LOCATION IN FIELD
AND PER MANUFACTURER'S
RECOMMENDATION.
B
A603
ACOUSTIC DRYWALL
SYSTEM
@ 9'-4"
DRYWALL @
9'-6"
DRYWALL @
8'-6"
DECORATIVE
CEILING TREATMENT
@ 8'-6"1'-6"1'-6"1'-6"ACOUSTIC
DRYWALL
SYSTEM
@ 9'-0"
DRYWALL @
8'-6"
DECORATIVE
CEILING
@ 9'-0"
DECORATIVE
CEILING
@ 9-0
RAYDOOR CEILING TRACK 2'-0"17'-0"2'-0"
LED LIGHT COVE 3'-4"1'-7"
2'-0"6'-8"2'-0"2'-0"2'-0"2'-6"R 8'-4"
R
8'-
4"R 8'-4"CURVED BULKHEAD
TRANSITION
1'-6"21'-0"1'-6"1'-6"8'-6"1'-6"INTERIOR SOFFIT: 5/8" DRYWALL
ON 3-5/8" X 20 GAUGE METAL
FRAMING AT 24" O.C.
2'-0"11'-7"1'-9"2'-0"2'-0"R
1
3'-1
0
"
13'-10"
13'-10"17'-5"A203
1
A203
1
A203
1
A204
2
EXISTING
MECH
MEZZANINE
ACCESS
HATCH
(VERIFY)
INTERIOR SOFFIT: 5/8" DRYWALL
ON 3-5/8" X 20 GAUGE METAL
FRAMING AT 24" O.C.
INTERIOR SOFFIT: 5/8" DRYWALL
ON 3-5/8" X 20 GAUGE METAL
FRAMING AT 24" O.C.
THIS SOFFIT ONLY: 5/8"
DRYWALL ON 3-5/8" X 20
GAUGE METAL FRAMING AT
24" O.C. WITH 3-5/8" X 20
GAUGE KICKERS AT 48" O.C.
INTERIOR SOFFIT: 5/8" DRYWALL
ON 3-5/8" X 20 GAUGE METAL
FRAMING AT 24" O.C.12'-0" **12'-6"12'-6"9'-0" **WOOD BEAM @ 8'-10"
-SEE INTERIOR DRAWINGS
FOR FINISHES
3
A204
2
A203
2
A203
2'-7"19'-3 1/2" **2'-7"
EXISTING - FIELD VERIFY
24'-5 1/2" **
EXISTING EXPOSED
CEILING AND STRUCTURE
DRYWALL
@ 7'-2"7 1/2"ACT @ 8'-0"
ACT @ 8'-0"
ACT @ 8'-0"
DRYWALL @ 9'-0"
DRYWALL @ 9'-4"
DRYWALL
@ 9'-0"7 1/2"5/8" DRYWALL ON
2-1/2" X 20 GAUGE
METAL FRAMING AT
24" O.C.SEE REFLECTED CEILING PLAN
1x WOOD TRIM -SEE
INTERIOR DRAWINGS
LED LIGHTING
CEILING -SEE REFLECTED CEILING PLAN
8"2"WOOD VENEER ON 5/8"
DRYWALL ON 20 GAUGE METAL
FURRING 8 1/4"1'-3"
5/8" ACOUSTIC DRYWALL ON
GRID SUSPENSION SYSTEM
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:33 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A2041/8" SECOND FLOOR REFLECTED CEILING PLAN Atlantic BeachFleet LandingColeman RemodelFloridaNO. DATE DESCRIPTION
A204
SOFFIT DETAIL
1 1/2" = 1'-0"
2
NO LED LIGHTING
A204
BOX BEAM DETAIL
1 1/2" = 1'-0"
3
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
1. MOUNT WASHROOM ACCESSORIES AT HEIGHTS AS RECOMMENDED BY MANUFACTURER FOR ADA COMPLIANCE.
2. FIELD VERIFY ALL TOPS, MIRRORS AND CABINETRY DIMENSIONS.
3. PROVIDE 2 x 6 WOOD BLOCKING FOR ALL GRAB BARS. PROVIDE 2 X WOOD BLOCKING AS REQUIRED FOR MIRRORS, ETC.
4. PROVIDE FINISHED END PANELS AT ALL EXPOSED CABINET ENDS INCLUDING NEXT TO APPLIANCES.
5. COUNTERTOP AND UPPER CABINET HEIGHTS AS SHOWN IN INTERIOR ELEVATIONS ARE BASED ON FINISHED FLOOR; INSTALL
CASEWORK WITH BLOCKING PER SPEC SECTION 12356 TO MAINTAIN INDICATED HEIGHTS IN AREAS WITH CERAMIC TILE, WOOD
OR SIMILAR FLOORING.
6. PROVIDE SILICONE SEALANT AT FULL PERIMETER OF TOILET, SHOWER/TUB AT FLOOR ONLY -TYPICAL.
7. PROVIDE CAULK BETWEEN SPLASHES AND WALLS.
8. PROVIDE BASE SHOE AT ALL BASE (MATCH COLOR) AND CABINETRY (BY CABINET MANUFACTURER) WITH VINYL, WOOD OR
CERAMIC FLOORING.
9. ALL COUNTERTOPS, SPLASHES AND CABINETS TO BE SCRIBED TO FLOOR, CEILING AND WALL. PROVIDE 2 x WOOD CLEATS
AS REQUIRED AT COUNTERTOPS OPEN BELOW, CHAMFER ENDS AND PAINT ALL WHEN EXPOSED.
10. SEE INTERIOR DESIGNER DOCUMENTS FOR ALL TRIM PROFILES.
11. COORDINATE WITH INTERIOR FINISH SCHEDULE FOR ITEMS NOT SHOWN.
12. EMERGENCY CALL AND NURSE CALL PULL CORDS TO BE TRIMMED SO BOTTOM OF CORD IS 4" ABOVE THE FLOOR
13. WOOD CABINETRY BY 06402.
PUBLIC AREAS INTERIOR ELEVATION GENERAL NOTES
FIBERGLASS REINFORCED
PANEL AT ALL ADJACENT
WALLS -EXTEND 6" BEYOND
MOP BASIN WITH FACTORY
TRIM AT ALL EDGES -CAULK
FULL PERIMETER
HOSE AND HOSE
BRACKET PER 15410
(2) 16" DEEP PLASTIC LAMINATE SHELVES
ANCHORED TO HEAVY DUTY STANDARDS
AND BRACKETS PER 06402
VINYL BASE
ADJ. SH.
ADJ. SH.
MOP BASIN -CAULK FULL
PERIMETER OF MOP BASIN
AT WALLS AND FLOOR WITH
SILICONE SEALANT 30"84"48"6"36" 24" MAX.20"12"MOP HOLDER PER 15410
6"60"VINYL BASE
SURFACE MOUNTED
T.P. HOLDER
18" GRAB BAR
WITH 2 x 6 WOOD
BLOCKING
42" GRAB BAR
WITH 2 x 6
WOOD BLOCKING 27"8"
40"
42"12"40"18"34"FULL HEIGHT
CERAMIC TILE
BACK WALL
CERAMIC TILE BASE
ROBE HOOK
WOOD CASING -
SEE INTERIORS DRAWINGS
48"16"GFI
SWITCHES
46"46"CLEAR28"34"24"8"DECORATIVE WOOD SIDE PANEL -
SEE INTERIOR DRAWINGS
FULL HEIGHT CERAMIC
TILE BACK WALL
NEW STOREFRONT NEW STOREFRONT
8
A700
4
A700
9
A700
6
A700
5
A700
7
A700
BASE -SEE INTERIOR DRAWINGS
SF4 SF4SF3SF3 SF3 SF3
2 3/8"
DRYWALL SOFFIT
32"84"QUARTZ COUNTERTOP WITH WOOD
VALANCE, SEE INTERIOR DRAWINGS
W3030 W3630 W3630 W3030 30"18"36"2" VALENCE BY
CABINET MFR.
UNDER CABINET
LIGHTING-SEE
ELECTRICAL
BASE -SEE INTERIOR DRAWINGS 1'-4"EQ EQOPEN
96"
EQUIPMENT
BY
OWNER
QUARTZ
COUNTERTOP -
SEE INTERIOR
DRAWINGS
SLAT STYLE
MESSAGE BOARD
WITH PICTURE
FRAMING
7'-6"9"
1X3 TRIM (TYP.) 24"BASE -SEE INTERIORSTRASH AND
RECYLING BINS
FINISHED
END PANEL
65
78
1X3 TRIM (TYP.)
BASE -SEE INTERIOR DRAWINGS
17
A400
24"91
1x3 TRIM (TYP)
1x3 VALENCE (TYP)
QUARTZ COUNTER (TYP)
BASE -SEE INTERIOR DRAWINGS 24"35 1/2"QUARTZ COUNTERTOP
w/ BACK AND SIDE
SPLASHES
TV BY OWNER
72"B30 B15 B30
2x WOOD BLOCKING,
VERIFY WITH MOUNT
AND TV SIZE
DATA AND POWER
BASE -SEE INTERIOR
DRAWINGS
LED LIGHT STRIP
PLASTIC LAMINATE TOP
AND VALANCE
PROVIDE HOLE AND GROMMET
PLASTIC
LAMINATE
SUPPORT
BASE -SEE INTERIOR
DRAWINGS
BD24
W304215W304215
FILLER
W184215
CABINETS WITH NO DOORS
ADJ. SHELF
3'-6"1'-6"2'-6"1x6 TRIM
BASE -SEE INTERIOR DRAWINGS
WALL SCONCE-
SEE ELECTRICAL
DRAWINGS.
BOTTOM OF
FIXTURE AT 4'-3
1/2" A.F.F.
STOREFRONT SYSTEM
w/eGLASS
BASE -SEE INTERIOR
DRAWINGS
WOOD CASING-
SEE INTERIOR
DRAWINGS
SF5
LED LIGHT STRIP
13
AT110
13
AT110
14
AT110
11
AT110
14
A700
BASE -SEE INTERIOR DRAWINGS
LED LIGHT STRIP
2
A204
BASE-SEE INTERIOR DRAWINGS 24"6'-0" 3'-10"**1'-8"**1'-0"1'-0"9"9"
MESSAGE BOARD WITH
PAPER SLOTS BELOW
WOOD SHELVING-
SEE INTERIORS FOR
FINISH MATERIAL
BASE-SEE INTERIOR DRAWINGS
ADJ SHELF
ADJ SHELF
36"B30 B30
FILLER
FILLER
W2418 W3318 WR3018
B24D SB3336"30"18"B241'-3"W2436
MICROWAVE
CLEAR
30"CONTINUE BASE
BEHIND REFRIGERATOR
FILLER
FILLER
12"8"24"42"SEE PARTITION TYPES FOR
WALL CONSTRUCTION
1X3 WOOD TRIM FLAT STOCK
3/4" HARDWOOD PLYWOOD
WOOD VENEER CABINET BACK
*BOXES MOUNTED BETWEEN 24"-65"
(11.5" D x 9" W x 3" H, STACKED 13 HIGH)
COUNTERTOP
BRACKET
DRYWALL FACE
BASE -SEE INTERIOR DRAWINGS
QUARTZ COUNTERTOP w/EASED
EDGE -SEE INTERIOR DRAWINGS
HIDDEN
COUNTERTOP
BRACKET
QUARTZ COUNTERTOP
w/EASED EDGE -SEE
INTERIOR DRAWINGS8"
DRYWALL
1x6 WOOD TRIM
1x4 WOOD TRIM
WOOD VENEER MESSAGE
BOX CABINET
1x3 WOOD TRIM
WOOD BLOCKING
ALIGN
W304215 W304215 W304215 W124215
CABINETS WITH NO DOORS
FILLER
ADJ. SHELF
BASE -SEE INTERIOR DRAWINGS 3'-6"4'-0"BASE -SEE INTERIOR DRAWINGS
WOOD CASED OPENING
39
BASE -SEE INTERIOR DRAWINGS
1X3 TRIM (TYP.)
B30
QUARTZ
COUNTERTOP
PRINTER BY
OWNER
FINISH END PANEL
-BOTH SIDES
36" 24"FILLER
78 65 78
24"1X3 TRIM (TYP.)
BASE -SEE INTERIOR DRAWINGS
WALL MOUNTED VANITY SUPPORT
BY RAKKS SEE 3/AT400
QUARTZ TOP, SPLASHES
AND APRON WITH
UNDERMOUNT BOWL
36" GRAB BAR
WITH 2 x 6 WOOD
BLOCKING
MIRROR FULL
WIDTH OF
VANITY LESS 1"
x 36" HIGH
LIGHT FIXTURE -
CENTER ON
VANITY (TYPICAL)TO MIRROR GLASS40" MAXINTERIOR DESIGNERCOORDINATE HEIGHT WITH32"CLEAR28" 16-18"34"12"24" 17-19"34"INDICATES DOUBLE WOOD STUDS
FULL HEIGHT FOR COUNTER
SUPPORT BRACKET INSTALLATION
3
AT400
DECORATIVE WOOD PANEL,
SEE INTERIOR DRAWINGS34"28"12"VANITY SIDEELEVATIONVANITY SIDE ELEVATION
DECORATIVE WOOD
SIDE PANEL, SEE
INTERIOR DRAWINGS
4
AT400
QUARTZ TOP,
SPLASHES AND
APRON WITH
UNDERMOUNT
BOWL
FULL HEIGHT
CERAMIC TILE
BACK WALL
48" MIN.DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:39 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A4003/8" INTERIOR ELEVATIONS Atlantic BeachFleet LandingColeman RemodelFloridaA400
JANITOR 112
1
A400
JANITOR 112
2
A400
TOILET
9
A400
TOILET
10
A400
TOILET
11
A400
SPORTS BAR STOREFRONT
12
A400
WORK ROOM 129
23
A400
SOCIAL MAIL 102
19
A400
SOCIAL MAIL 102
16
A400
SOCIAL MAIL 102
13
A400
ATRIUM 136
20
A400
LIBRARY DIRECTOR 142
4
A400
ELEVATOR LOBBY 121
21
A400
LOBBY 120
22
A400
SOCIAL MAIL 102
14
A400
SUPPLY 148
7
A400
SUPPLY 148
5
NO. DATE DESCRIPTION
A400
SOCIAL MAILBOXES
3/8" = 1'-0"
17
A400
LIBRARY DIRECTOR 142
3
A400
SUPPLY 148
6
A400
SOCIAL MAIL 102
15
A400
SOCIAL MAIL 102
18
A400
TOILET
8 SIM. AT ACCESSIBLE AND UNISEX RESTROOMS
BASE-SEE INTERIOR DRAWINGS
WOOD CASING-SEE INTERIOR
DRAWINGS
OPEN TO
SOCIAL
MAIL
LED LIGHT STRIP
2X WOOD BLOCKING FOR ART
COORDINATE HEIGHTS WITH INTERIORS
1/4" TEMPERED
"HOUDINI" GLASS
BY BENDHEIM 24"36"30"36"
BASE-SEE INTERIOR DRAWINGS
WOOD CASING -SEE INTERIOR DRAWINGS
2X WOOD BLOCKING FOR ART
COORDINATE HEIGHT WITH INTERIORS
1/4" TEMPERED
"HOUDINI" GLASS
BY BENDHEIM 24"36"30"36"
BASE-SEE INTERIOR DRAWINGS
SF11
AT400
7
BASE-SEE INTERIORS
OPENING TO
CORRIDOR 160
FEC AT400
7
1
A203 WOOD CASING WC-3, SEE INTERIOR
DRAWINGS
1'-10"
WALL SCONCE-
SEE ELECTRICAL
REMOVABLE PANEL-
SEE INTERIOR DRAWINGS
MIRROR-CENTER
OVER SINK
QUARTZ TOP, SPLASHES
AND APRON WITH
UNDERMOUNT BOWLS
INDICATES DOUBLE WOOD STUDS FULL
HEIGHT FOR COUNTER SUPPORT
BRACKET INSTALLATION
34" 58"BASE -SEE INTERIOR
DRAWINGS
MAX TO MIRROR GLASS40"INDICATES DOUBLE WOOD STUDS FULL HEIGHT
FOR COUNTER SUPPORT BRACKET INSTALLATION
WALL MOUNTED VANITY SUPPORT
BY RAKKS SEE 3/AT400 34"28"84"DECORATIVE PANEL -SEE
INTERIOR DRAWINGS
BASE -SEE INTERIOR DRAWINGS
MIRROR -CENTER ON VANITY (TYPICAL)
WOOD CASING -
SEE INTERIOR
DRAWINGS
FULL HEIGHT TILE
MIRROR GLASS40" MAX TO1'-10"60"OPEN TO
COMMUNITY
DINING
VESTIBULE
SF10SF10
13
AT110
13
AT110
HI-LO DRINKING FOUNTAIN
w/BOTTLE FILLER-
SEE PLUMBING
34" TO SPOUT42" TO SPOUT1x6 WOOD TRIM-
SEE INTERIORS
BASE -SEE INTERIOR DRAWINGS
LIGHT COVE
A204
2
1X WOOD TRIM -SEE
INTERIOR DRAWINGS
FLUSH DOOR
PAINTED TO
MATCH WALL
15
AT110
BASE -SEE INTERIOR DRAWINGS
LIGHT COVE
LIGHT FIXTURE
A204
2
SF12
1X WOOD TRIM -SEE
INTERIOR DRAWINGS
FLUSH DOOR
PAINTED TO
MATCH WALL
15
AT110
36" GRAB BAR
WITH 2 x 6 WOOD
BLOCKING 24"12"6"
FULL HEIGHT
WALL TILE
16"-18"17"-19"34"17"-19"34"24"12"6"
16"-18"
BASE -SEE INTERIOR DRAWINGS
LIGHT COVE
WOOD
TRIM -
SEE
INTERIORS
SF8SF8
LIGHT FIXTURE
A204
2
1X WOOD TRIM -SEE
INTERIOR DRAWINGS
BASE -SEE INTERIOR DRAWINGS
LIGHT COVE
LIGHT FIXTURE
A204
2
1X WOOD TRIM -SEE
INTERIOR DRAWINGS
2X WOOD BLOCKING FOR ART
COORDINATE HEIGHT WITH INTERIORS24"35"30"36"
RATED
GLASS
23
AT400
86"1. MOUNT WASHROOM ACCESSORIES AT HEIGHTS AS RECOMMENDED BY MANUFACTURER FOR ADA COMPLIANCE.
2. FIELD VERIFY ALL TOPS, MIRRORS AND CABINETRY DIMENSIONS.
3. PROVIDE 2 x 6 WOOD BLOCKING FOR ALL GRAB BARS. PROVIDE 2 X WOOD BLOCKING AS REQUIRED FOR MIRRORS, ETC.
4. PROVIDE FINISHED END PANELS AT ALL EXPOSED CABINET ENDS INCLUDING NEXT TO APPLIANCES.
5. COUNTERTOP AND UPPER CABINET HEIGHTS AS SHOWN IN INTERIOR ELEVATIONS ARE BASED ON FINISHED FLOOR; INSTALL
CASEWORK WITH BLOCKING PER SPEC SECTION 12356 TO MAINTAIN INDICATED HEIGHTS IN AREAS WITH CERAMIC TILE, WOOD
OR SIMILAR FLOORING.
6. PROVIDE SILICONE SEALANT AT FULL PERIMETER OF TOILET, SHOWER/TUB AT FLOOR ONLY -TYPICAL.
7. PROVIDE CAULK BETWEEN SPLASHES AND WALLS.
8. PROVIDE BASE SHOE AT ALL BASE (MATCH COLOR) AND CABINETRY (BY CABINET MANUFACTURER) WITH VINYL, WOOD OR
CERAMIC FLOORING.
9. ALL COUNTERTOPS, SPLASHES AND CABINETS TO BE SCRIBED TO FLOOR, CEILING AND WALL. PROVIDE 2 x WOOD CLEATS
AS REQUIRED AT COUNTERTOPS OPEN BELOW, CHAMFER ENDS AND PAINT ALL WHEN EXPOSED.
10. SEE INTERIOR DESIGNER DOCUMENTS FOR ALL TRIM PROFILES.
11. COORDINATE WITH INTERIOR FINISH SCHEDULE FOR ITEMS NOT SHOWN.
12. EMERGENCY CALL AND NURSE CALL PULL CORDS TO BE TRIMMED SO BOTTOM OF CORD IS 4" ABOVE THE FLOOR
13. WOOD CABINETRY BY 06402.
PUBLIC AREAS INTERIOR ELEVATION GENERAL NOTES
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:44 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A4013/8" INTERIOR ELEVATIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
A401
CORRIDOR 101
1
A401
CORRIDOR 137
2
A401
CORRIDOR 137-NORTH
3
A401
CORRIDOR 101
4
A401
MENS 207
7 WOMENS 206 SIMILAR/OPPOSITE
A401
WOMENS 161
5 MENS 164 SIMILAR/OPPOSITE
A401
GALLERY 220
9
A401
DRINKING FOUNTAIN
10 FIRST FLOOR SIMILAR
A401
WINE ROOM / PRIVATE DINING 219
13
A401
WINE ROOM / PRIVATE DINING 219
14
NO. DATE DESCRIPTION
A401
WOMENS TOILETS 161
6 MENS 164 TOILETS SIMILAR/OPPOSITE
A401
PRIVATE DINING/WINE ROOM 219
12
A401
PRIVATE DINING/WINE ROOM 219
11
WOOD CASING WC-3, SEE INTERIOR DRAWINGS
SF10
LIGHT FIXTURE
A401
CORRIDOR 111
8
HVAC GRILL WITH INFILL INSTALLED
BY METAL FABRICATOR
WOOD CASING -
SEE INTERIOR
DRAWINGS
BASE -SEE INTERIORS DRAWINGS
TEMPERED
VIEWING GLASS
BY OTHERS
COUNTER AND EQUIPMENT BY FOOD SERVICE
PAINTED EXISTING METAL
BOXED COLUMN
DRYWALL SOFFIT
SHIMMER SCREENING -RUNS FROM UNDERSIDE
OF ROOF TO TOP OF METAL TUBE STRUCTURE,
LOCATE BEHIND TRUSS
SINGLE ARM LAMPS
CANTILEVERED FROM
METAL TUBE STRUCTURE
INSULATED HVAC DUCT
INSIDE STRUCTURE -SEE
MECHANICAL DRAWINGS
EQ EQ EQ EQ EQ
8'-6 5/8" **5'-0 1/8" **
14'-2"3'-0"4'-0"2'-0"EXISTING FIELD VERIFY9'-0"CUSTOM METAL TUBE STRUCTURE BY METAL
FABRICATOR HUNG FROM STEEL STRUCTURE -
SEE STRUCTURAL DRAWINGS.
FINISH COLOR PER INTERIORS SCHEDULE
EXISTING EXPOSED
WOOD TRUSSES
HVAC GRILLS WITH INFILL TO BE
INSTALLED BY THE METAL FABRICATOR
COUNTER AND EQUIPMENT BY 114000
-SEE FOOD SERVICE DRAWINGS
SINGLE ARM (HEAT) LAMP CANTILEVERED FROM
METAL TUBE STRUCTURE
EXISTING GIRDER, TRUSSES AND COLUMNS
SHIMMER SCREENING
42"23"28"
SINGLE ARM LAMP CANTILEVERED FROM METAL
TUBE STRUCTURE
PAINTED EXISTING
METAL COLUMN
CUSTOM METAL TUBE STRUCTURE BY METAL
FABRICATOR HUNG FROM STEEL STRUCTURE (SEE
STRUCTURAL) FINISH COLOR PER INTERIOR SCHEDULE
INSULATED HVAC DUCT
INSIDE STRUCTURE -SEE
MECHANICAL DRAWINGS
PAINTED EXISTING
METAL COLUMN
EQ EQ EQ EQ EQ EQ EQ EQ EQ
24'-5 1/2"3'-0"4'-0"2'-0"EXISTING - FIELD VERIFY9'-0"TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
SHIMMER SCREEN, MOUNT FROM
UNDERSIDE OF ROOF SHEATHING TO
TOP OF METAL TUBE SOFFIT, BEHIND
TRUSS.
EXISTING EXPOSED TRUSSES
SUSPENDED ACOUSTICAL TILE ALIGN WITH
TOP OF METAL FRAMEWORK AND HOOD
KITCHEN HOOD SYSTEM BY
OTHERS -SEE FOOD SERVICE
DRAWINGS
COUNTERTOP AND EQUIPMENT KITCHEN
EQUIPMENT -SEE FOOD SERVICE DRAWINGS
HVAC DUCT -SEE MECHANICAL DRAWINGS
CUSTOM METAL 2x2 TUBE STRUCTURE BY METAL
FABRICATOR HUNG FROM STEEL STRUCTURE -
SEE STRUCTURAL DRAWINGS.
FINISH COLOR PER INTERIOR SCHEDULE
LIGHT DIFFUSERS BY
FABRICATOR TO BE
FABRICATED IN A WAY TO
ALLOW ACCESS FOR
MAINTENACE OF EQUIPMENT
INSIDE STRUCTURE
METAL PANEL
TEMPERED VIEWING GLASS,
BY OTHERS, SET INTO
METAL FRAME BY METAL
FARICATOR. FIELD VERIFY
ALL MEASUREMENT BEFORE
FABRICATION OF ANY
STRUCTURE OR GLASS.
STRUCTURE SHOULD BEAR
OVER THE DIE WALL.
FACE OF WALL BEYOND
UPPER AND LOWER INTERNAL
LED STRIP LIGHTING BY
METAL FABRICATOR
METAL PANEL TO BE FABRICATED IN A WAY TO
ALLOW ACCESS FOR MAINTENACE OF EQUIPMENT
INSIDE STRUCTURE
STEEL SUPPORTS -SEE STRUCTURAL DRAWINGS
DINING TRUSSES LOW
122'-0"
DINING TRUSSES HIGH
127'-4"
METAL 'C' CHANNEL WITH RUBBER
GASKET TO CAPTURE THE
SHIMMER SCREEN ENDS -BY
METAL FABRICATOR.
COORDINATE SIZE OF CHANNEL
AND GASKET WITH SIZE OF BEAD
BY INTERIORS
FACE OF FINISHED
SURFACE TO FACE OF
DIE WALL STRUCTURE
2 5/8" **
STEEL ANGLE, DOWN ROD AND 'C' CHANNEL TO
HANG SOFFIT -COORDINATE WITH STRUCTURAL
CLEAR MIN. 7'-0"2'-0"ART GLASS BY
OTHERS INSTALLED BY
METAL FABRICATOR
* FIELD MEASURE EXISTING AND NEW CONSTRUCTION CONDITIONS PRIOR TO ANY FABRICATION OF CUSTOM WORK
LOCATION OF STACKED DOOR PANELS
CONTINUOUS WOOD
BLOCKING FOR WALL ART24"36"
36"30"BASE -SEE INTERIOR DRAWINGS
SF9
11
AT110
14
AT110
BASE -SEE INTERIOR DRAWINGS
WOOD CASING
SEE INTERIORS DRAWING
FIXED DOOR
TV BY OWNER
2x WOOD BLOCKING,
VERIFY WITH MOUNT
AND TV SIZE
54"PROVIDE POWER
AND DATA
1/4" TEMPERED
"HOUDINI" GLASS
BY BENDHEIM
AT110
7
6
AT110
6
AT110
6
AT110 2'-11"3'-1"3'-0"1" DRYWALL REVEAL
1'-3"5'-3"1'-3"
1" DRYWALL REVEAL
RETURN REVEAL
TO WALL (TYP)
SF6
13
AT110
13
AT110
11
AT110
14
AT110
SF7
13
AT110
BASE -SEE INTERIOR DRAWINGS
TV MONITORS
BY OWNER
PROVIDE 2X BLOCKING, POWER AND DATA
FOR MULTI-SCREEN VIDEO WALL. COORDINATE
DESIGN AND SIZE OF DISPLAY WITH LOW
VOLTAGE DRAWINGS AND I.T.
WOOD CASING -
SEE INTERIOR
DRAWINGS
3'-0"COORDINATE OPENING SIZE5'-4" 2'-8"
COORDINATE OPENING SIZE
8'-10" 2'-8"60"PROVIDE 2X WOOD
BLOCKING,
COORDINATE
HARDWARE WITH TV
SIZE BY OWNER
TV BY OWNER
DATA AND POWER
LOCATE TV OFF
CENTERLINE OF
TRAY CEILING
BASE -SEE INTERIOR
DRAWINGS
PROVIDE 2X WOOD
BLOCKING, COORDINATE
MOUNTING HARDWARE
WITH TV SIZE BY OWNER
TV BY OWNER
DATA AND POWER
BASE -SEE INTERIOR
DRAWINGS60"1. MOUNT WASHROOM ACCESSORIES AT HEIGHTS AS RECOMMENDED BY MANUFACTURER FOR ADA COMPLIANCE.
2. FIELD VERIFY ALL TOPS, MIRRORS AND CABINETRY DIMENSIONS.
3. PROVIDE 2 x 6 WOOD BLOCKING FOR ALL GRAB BARS. PROVIDE 2 X WOOD BLOCKING AS REQUIRED FOR MIRRORS, ETC.
4. PROVIDE FINISHED END PANELS AT ALL EXPOSED CABINET ENDS INCLUDING NEXT TO APPLIANCES.
5. COUNTERTOP AND UPPER CABINET HEIGHTS AS SHOWN IN INTERIOR ELEVATIONS ARE BASED ON FINISHED FLOOR; INSTALL
CASEWORK WITH BLOCKING PER SPEC SECTION 12356 TO MAINTAIN INDICATED HEIGHTS IN AREAS WITH CERAMIC TILE, WOOD
OR SIMILAR FLOORING.
6. PROVIDE SILICONE SEALANT AT FULL PERIMETER OF TOILET, SHOWER/TUB AT FLOOR ONLY -TYPICAL.
7. PROVIDE CAULK BETWEEN SPLASHES AND WALLS.
8. PROVIDE BASE SHOE AT ALL BASE (MATCH COLOR) AND CABINETRY (BY CABINET MANUFACTURER) WITH VINYL, WOOD OR
CERAMIC FLOORING.
9. ALL COUNTERTOPS, SPLASHES AND CABINETS TO BE SCRIBED TO FLOOR, CEILING AND WALL. PROVIDE 2 x WOOD CLEATS
AS REQUIRED AT COUNTERTOPS OPEN BELOW, CHAMFER ENDS AND PAINT ALL WHEN EXPOSED.
10. SEE INTERIOR DESIGNER DOCUMENTS FOR ALL TRIM PROFILES.
11. COORDINATE WITH INTERIOR FINISH SCHEDULE FOR ITEMS NOT SHOWN.
12. EMERGENCY CALL AND NURSE CALL PULL CORDS TO BE TRIMMED SO BOTTOM OF CORD IS 4" ABOVE THE FLOOR
13. WOOD CABINETRY BY 06402.
PUBLIC AREAS INTERIOR ELEVATION GENERAL NOTES
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:49 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A4023/8" INTERIOR ELEVATIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
A402
EXHIBITION KITCHEN SIDE ELEVATION
1 OPPOSITE SIDE SIMILAR
A402
EXHIBITION KITCHEN FRONT
2A402
SECTION THRU SOFFIT3
NO. DATE DESCRIPTION
A402
GALLERY VESTIBULE
4
A402
GALLERY VESTIBULE
5
A402
GALLERY VESTIBULE
6
A402
OFFICE DOOR
7 TYPICAL FOR DOORS IN THE EXECUTIVE OFFICES
A402
CONFERENCE ROOM 131
8 PROVIDE eGLASS FILM
A402
CONFERENCE ROOM 131
9 PROVIDE eGLASS FILM
A402
SPORTS BAR
11
A402
CONFERENCE 131
10
A402
SALES & FINISHES 135
12
BASE -SEE INTERIOR DRAWINGS
6" TILE PER
INTERIORS
6" TILE PER
INTERIORS
DECORATIVE
ACCENT TILE
PER INTERIORS
WRAP TILE AROUND
EXISTING COLUMN
54"SOAP DISPENSER
BY OWNER
BASE COVE -SEE INTERIOR DRAWINGS12"CLEAR 28" 34"LIGHT FIXTURE
CENTERED
ON VANITY (TYP.)
MIRROR FULL WIDTH
OF VANITY LESS 1"
36" HIGH
40 1/2"34"MIRROR GLASS40" MAX TO6" TILE PER
INTERIORS
6" TILE PER
INTERIORS
DECORATIVE
ACCENT TILE
PER INTERIORS
54"BASE COVE -SEE
INTERIOR DRAWINGS
DECORATIVE WOOD
PANEL, SEE INTERIORS TO TOWEL OUTPUT48" MAXTOWEL DISPENSER
BY OWNER
12"CLEAR 28"34"1"36" GRAB BAR
WITH 2X6 WOOD
BLOCKING
34"QUARTZ TOP, SPLASHES
AND APRON WITH
UNDERMOUNT BOWL
54"6" TILE PER
INTERIORS
DECORATIVE
ACCENT TILE
PER INTERIORS
6" TILE PER
INTERIORS
BASE COVE -SEE
INTERIOR DRAWINGS12"GFCI
28"42" GRAB BAR
WITH 2X6 WOOD
BLOCKING
SURFACE MOUNTED
T.P. HOLDER BY OWNER
EMERGENCY CALLDECORATIVE
ACCENT TILE
PER INTERIORS
6" TILE PER
INTERIORS
6" TILE PER
INTERIORS
18" GRAB BAR
WITH 2X8 WOOD
BLOCKING
12"40"54"BASE COVE -
SEE INTERIORS
TILE PER
INTERIORS
TILE PER
INTERIORS
DECORATIVE
ACCENT TILE
PER INTERIORS
54"BASE COVE -
SEE INTERIOR DRAWINGSCLEAR28"12"34"TO TOWEL OUTPUT48" MAXTOWEL DISPENSER
BY OWNER
QUARTZ TOP AND
SPLASHES WITH
UNDERMOUNT SINK
SOAP DISPENSER
BY OWNER 24"32" MAX38" MINLIGHT FIXTURE
CENTERED ON
VANITY (TYP.)
MIRROR FULL WIDTH
OF VANITY LESS 1",
40" HIGH
30" GRAB BAR
WITH 2X6 BLOCKING
DECORATIVE
ACCENT TILE
PER INTERIORS
6" TILE
PER INTERIORS
6" TILE
PER INTERIORS
54"QUARTZ TOP AND
SPLASHES WITH
UNDERMOUNT SINK
SHOWER
ALCOVE
CLEAR28"DECORATIVE WOOD
PANEL, SEE INTERIOR DRAWINGS
WOOD
BLOCKING
FOR FUTURE
SEAT
BASE COVE -
SEE INTERIORS 85 1/2"34"MIRROR GLASS40" MAX TO30" GRAB BAR
WITH 2X6
BLOCKING
SHOWER
CURTAIN
32" MAX38" MIN54"6" TILE
PER INTERIORS
DECORATIVE
ACCENT TILE
PER INTERIORS
6" TILE
PER INTERIORS QUARTZ TOP
AND SPLASHES
WITH UNDERMOUNT
SINK
SHOWER
ALCOVE
BASE COVE -
SEE INTERIOR
DRAWINGS 12"CLEAR28"34"GFCI
32" MAX38" MIN44"SHOWER
CONTROL
HANDHELD
SHOWER HEAD
WITH SLIDE BAR 13"6"
19"
DECORATIVE
ACCENT TILE
PER INTERIORS
6" TILE PER
INTERIORS
6" TILE PER
INTERIORS
54"SHOWER
ALCOVE
18"GRAB BAR
WITH 2X6 BLOCKING
24"34"30" GRAB BAR
WITH 2X6 BLOCKING
BASE COVE -SEE
INTERIOR DRAWINGS10'-0"BASE -SEE INTERIOR DRAWINGS
SF10SF10
W1836 W3636 WBC27/3036
DF18
BASE -SEE INTERIOR DRAWINGS
SOLID SURFACE
TOP w/ VALANCE
OPEN
FILLER
FILLER
1X2 LIGHT VALANCE BY
CABINET MANUFACTURER
PROVIDE HOLE
AND GROMMET
FINISHED END PANEL 30"18"36"PLASTIC
LAMINATE
CABINETRY
FILLER
DF18
W1836W3036W3036
BASE -SEE INTERIOR DRAWINGS
SOLID SURFACE
TOP w/ VALANCE
OPEN
PROVIDE HOLE AND
GROMMET
1X2 LIGHT VALANCE BY
CABINET MANUFACTURER
FILLER
FINISHED END PANEL36"18"30"PLASTIC LAMINATE
CABINETRY
W3636 W3636 WBC30/3336
DF18 DF18
BASE -SEE INTERIOR DRAWINGS
SOLID SURFACE TOP w/VALANCE
OPEN 3'-0"1'-6"2'-6"PROVIDE HOLE AND GROMMET
1X2 LIGHT VALANCE
BY CABINET
MANUFACTURER
FINISHED END
PANELFINISHED END
PANEL
PLASTIC LAMINATE
CABINETRY
FILLER
W2136 W3636
DF18
BASE -SEE INTERIOR DRAWINGS
SOLID SURFACE TOP
w/ VALANCE
OPEN FILLER
PROVIDE HOLE
AND GROMMET
1X2 LIGHT VALANCE BY
CABINET MANUFACTURER
W2136
FINISHED END PANEL36"18"30"1. MOUNT WASHROOM ACCESSORIES AT HEIGHTS AS RECOMMENDED BY MANUFACTURER FOR ADA COMPLIANCE.
2. FIELD VERIFY ALL TOPS, MIRRORS AND CABINETRY DIMENSIONS.
3. PROVIDE 2 x 6 WOOD BLOCKING FOR ALL GRAB BARS. PROVIDE 2 X WOOD BLOCKING AS REQUIRED FOR MIRRORS, ETC.
4. PROVIDE FINISHED END PANELS AT ALL EXPOSED CABINET ENDS INCLUDING NEXT TO APPLIANCES.
5. COUNTERTOP AND UPPER CABINET HEIGHTS AS SHOWN IN INTERIOR ELEVATIONS ARE BASED ON FINISHED FLOOR; INSTALL
CASEWORK WITH BLOCKING PER SPEC SECTION 12356 TO MAINTAIN INDICATED HEIGHTS IN AREAS WITH CERAMIC TILE, WOOD
OR SIMILAR FLOORING.
6. PROVIDE SILICONE SEALANT AT FULL PERIMETER OF TOILET, SHOWER/TUB AT FLOOR ONLY -TYPICAL.
7. PROVIDE CAULK BETWEEN SPLASHES AND WALLS.
8. PROVIDE BASE SHOE AT ALL BASE (MATCH COLOR) AND CABINETRY (BY CABINET MANUFACTURER) WITH VINYL, WOOD OR
CERAMIC FLOORING.
9. ALL COUNTERTOPS, SPLASHES AND CABINETS TO BE SCRIBED TO FLOOR, CEILING AND WALL. PROVIDE 2 x WOOD CLEATS
AS REQUIRED AT COUNTERTOPS OPEN BELOW, CHAMFER ENDS AND PAINT ALL WHEN EXPOSED.
10. SEE INTERIOR DESIGNER DOCUMENTS FOR ALL TRIM PROFILES.
11. COORDINATE WITH INTERIOR FINISH SCHEDULE FOR ITEMS NOT SHOWN.
12. EMERGENCY CALL AND NURSE CALL PULL CORDS TO BE TRIMMED SO BOTTOM OF CORD IS 4" ABOVE THE FLOOR
13. WOOD CABINETRY BY 06402.
PUBLIC AREAS INTERIOR ELEVATION GENERAL NOTES
PROVIDE 2X WOOD
BLOCKING, COORDINATE
MOUNTING HARDWARE WITH
TV SIZE BY OWNER
TV BY OWNER
DATA AND POWER
BASE -SEE INTERIOR
DRAWINGS60"BASE -SEE INTERIOR DRAWINGS
PROVIDE CONTINUOUS WOOD BLOCKING
24"24"48"36"WINE GLASS RACK
BY 114000
TVS BY OWNER DUMBWAITER
TO UNDERSIDE OF TV80"WINE GLASSES
TVS BY
OWNER
BASE -SEE INTERIOR DRAWINGS
TILE-WRAPPED COLUMN -SEE INTERIORS
10'-1"80"DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:55 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A4033/8" INTERIOR ELEVATIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
NO. DATE DESCRIPTION
A403
POOL - RESTROOM
1
A403
POOL - RESTROOM
2
A403
POOL - RESTROOM
3
A403
POOL - RESTROOM
4
A403
POOL - SHOWER
5
A403
POOL - SHOWER
6
A403
POOL - SHOWER
7
A403
POOL - SHOWER
8
A403
ENTRY VESTIBULE
9
A403
OFFICE 204
11
A403
OFFICE 204
12
A403
OFFICE 204
13
A403
OFFICE 204
10
A403
CONFERENCE 118
14
A403
CONFERENCE 118
15
A403
SPORTS BAR
16
A403
SPORTS BAR
17
TOP OF CONCRETE
(EXISTING)
100'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
TRUSS BEARING 122-6
122'-6"
TRUSS BEARING 109
109'-0"
1
A600
A
A603
SF4SF4
SF4SF4SF4SF4SF4SF4SF4SF4SF4
SF3 SF3 SF3 SF3
ROOF TRUSS BEARING
122'-6"
DINING TRUSSES HIGH
127'-4"
8
A700
8
A700
9
A700
9
A700
TOP OF CONCRETE
(EXISTING)
100'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
TRUSS BEARING 122-6
122'-6"
TRUSS BEARING 109
109'-0"
SF3
ANY AREAS OF THE EXTERIOR THAT ARE
DAMAGED FROM DEMOLITION AND
INSTALLATION OF THE NEW SYSTEM ARE TO BE
PATCHED/REPAIRED PER THE SPEC. FINISHES
ARE TO MATCH THE ADJACENT SURFACES.
ROOF TRUSS BEARING
122'-6"
NEW 1" PVC
BEADBOARD
CEILING
NEW 1" PVC
BEADBOARD
CEILING
EXISTING ROOF,
GUTTER, AND SOFFIT
EXISTING ROOF,
GUTTER, AND SOFFIT
SF2
SF3SF2
8
A700
8
A700
9
A700
9
A700
TOP OF CONCRETE
(EXISTING)
100'-0"
3'-3 1/4" **3'-0"3'-3 1/4" **
EXTERIOR ELEVATION GENERAL NOTES
1. PROVIDE CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS WHICH SPILL ONTO
GRADE OR ROOFS.
2. ALL CONDUIT, METERS, VENTS, ETC. TO BE PAINTED TO MATCH ADJACENT SURFACE.
3. GUTTERS AND DOWNSPOUTS ARE PREFINISHED ALUMINUM.
4. SEE SHEET AT401 FOR WINDOW AND STOREFRONT SCHEDULES.
EXTERIOR ELEVATION KEY NOTES:
MR STANDING SEAM GALVALUME METAL ROOF
S1 TRADITIONAL STUCCO SYSTEM (PAINTED)
S3 TRADITIONAL STUCCO SYSTEM (PAINTED) WITH 3" LAP PATTERN
S4 TRADITIONAL STUCCO SYSTEM (PAINTED) WITH 1" VERTICAL REVEAL AT 8" O.C.
S5 TRADITIONAL STUCCO SYSTEM (PAINTED) WITH 5" LAP PATTERN
S8 TRADITIONAL STUCCO SYSTEM (PAINTED) WITH 8" LAP PATTERN
A THREE DIMENSIONAL ASPHALT SHINGLES
B BRICK
MS MANUFACTURED STONE
F4 FIBER CEMENT SIDING WITH 4" LAP
F5 FIBER CEMENT SIDING WITH 5" LAP
FP FIBER CEMENT PANELS
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:32:57 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A5003/8" EXTERIOR ELEVATIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
NO. DATE DESCRIPTION
A500
NEW STOREFRONT FRONT ELEVATION
1
A500
NEW STOREFRONT SIDE ELEVATION
2
A500
CORRIDOR 137 ENTRY
3 CORRIDOR 101 ENTRY OPPOSITE
EXISTING STUCCO WRAPPED COLUMNS. FIELD
VERIFY EXISTING CONSTRUCTION STYLE FOR
PROPER CONNECTION OF STOREFRONT.
EXISTING STUCCO WRAPPED COLUMNS. FIELD
VERIFY EXISTING CONSTRUCTION STYLE FOR
PROPER CONNECTION OF STOREFRONT.
TOP OF CONCRETE
(EXISTING)
100'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
TRUSS BEARING 122-6
122'-6"
TRUSS BEARING 109
109'-0"
2
A602
TRUSS BEARING
135'-0"
TRUSS BEARING 144-0
144'-0"8'-0"1'-5"1"2'-11"1'-10"2
A601
TOP OF CONCRETE
(EXISTING)
100'-0"
TRUSS BEARING 132
107'-0"
TRUSS BEARING 109
109'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
working - finished dining room
floor
114'-2 1/4"
TRUSS BEARING 122-0
122'-0"
TRUSS BEARING
135'-0"
TRUSS BEARING 144-0
144'-0"
MEZZ LEVEL
124'-2 1/2"
OPEN
5/8" DRYWALL
ON GRID SUSPENSION
SYSTEM
ACOUSTICAL WOOD
SLAT CEILING
ATRIUM
136
ELEVATOR
LOBBY
121
BAR
SERVICE
154 EXISTNG
VESTIBULE
119
EXISTING
WOMENS
206
ELEV
LOBBY
213
GALLERY
220
KITCHEN
SUPPORT
221
EXHIBITION
KITCHEN
222
EXHIBITION
DINING
223
SPORTS
BAR
155
SUSPENDED ACOUSTICAL TILE
RECEPTION DESK-
SEE INTERIORS8'-4"EXISTING OPENING7'-5 3/4"22'-1"27'-3"REMOVE EXISTING MECHANICAL GRILL
3
A402
REMOVE DRYWALL AND FRAMING
TO CREATE ONE LARGE OPENING
(SIMILAR ON THREE SIDES)
REMOVE EXISTING WALL
AS REQUIRED FOR NEW
CONSTRUCTION
EXISTING CROWN
MOLDING
DUMBWAITER
ACCESS PANEL
MIN. CLEAR10'-0"9'-4"10'-4"1'-4"14'-4"10'-4"NEW CONCRETE SLAB AND
VAPOR BARRIER
(DEMO EXISTING SLOPED
SLAB)-SEE STRUCTURAL
EXISTING CONCRETE SLAB AND
VAPOR BARRIER
EXISTING CONCRETE FLOOR
SYSTEM
1x3 TRIM
1x8 TRIM
3'-6"NEW DECORATIVE
GUARD RAIL, THREE
SIDES OF PERIMETER
A700
11
SUSPENDED
ENSEMBLE DRYWALL
CEILING
SUSPENDED WOOD CEILING
EXISTING
STRUCTURE-
FIELD VERIFY
5/8" DRYWALL ON
METAL FRAMING
A700
12
1x8 TRIM
LED LIGHTING UP-
SEE ELECTRICAL
LED LIGHTING DOWN-
SEE ELECTRICAL
11
A700
A700
10
METAL TUBE FRAMING
WITH ART GLASS INSERTS
EXISTING GIRDER, TRUSSES AND
COLUMNS
DRYWALL SOFFIT
DECORATIVE CEILING
TREATMENT
EXISTING CEILING
1
A203
EXISTING
STRUCTURE-
FIELD VERIFY
EXISTING
STRUCTURE-
FIELD VERIFY
B
A603
ROOF TRUSS BEARING
122'-6"
DINING TRUSSES LOW
122'-0"
DINING TRUSSES HIGH
127'-4"9'-0"AT400
22
Level 3
100' -0"
2nd floor -finish plan
113' -0 1/4"
1st floor -rcp
100' -0 1/4"
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:00 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A6001/4" BUILDING SECTION Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
A600
BUILDING SECTION1
NO. DATE DESCRIPTION
TOP OF CONCRETE
(EXISTING)
100'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
2
A602
DECORATIVE GUARD
RAIL, WOOD RAIL AND
WOOD BASE.
EXISTING TO REMAIN
EXISTING TO REMAIN
SUSPENDED
ACOUSTICAL TILE
ACOUSTIC WOOD
SLAT CEILING
5/8" DRYWALL ON
METAL FRAMING 24" O.C.
(PROVIDE KICKERS AT
48" O.C. MAXIMUM)
EXISTING STEEL
BEAMS TO REMAIN
DECORATIVE STEEL AND
RAILINGS, GUARD RAIL AT
SECOND FLOOR TO MATCH
REMOVE MECHANICAL GRILL -PATCH AND MATCH WITH ADJACENT FINISHES
REMOVE DRYWALL AND
FRAMING
DRYWALL SOFFIT
w/LIGHT COVE
ACOUSTICAL WOOD
SLAT CEILING
LIGHT TROUGH FOR UPLIGHTING
EXISTING BULKHEAD
STEEL STAIR STRUCTURE
AND PAN DESIGNED BY
STAIR MANUFACTURER
ATRIUM
136ELEVATOR
LOBBY
121
GALLERY
220
MECH
152
BAR
SERVICE
154
KITCHEN
SUPPORT
221
BASE -SEE INTERIOR DRAWINGS
BASE -SEE INTERIOR DRAWINGS
EXISTING SOFFIT TO REMAIN
DRYWALL ON
20 GAUGE
METAL FRAMING
DEMO EXISTING
WOOD TRIM
AT400
13
AT400
14
ROOF TRUSS BEARING
122'-6"DINING TRUSSES LOW
122'-0"
DINING TRUSSES HIGH
127'-4"
Level 3
100' -0"
2nd floor -finish plan
113' -0 1/4"
1st floor -rcp
100' -0 1/4"
ATRIUM
136
GALLERY
220
1 1/2"36"42"4'-7"1'-5"8'-0"14'-0"EXISTING
STRUCTURE-
FIELD VERIFY
6"NEW DECORATIVE
GUARD RAIL/HANDRAIL
A700
10
A700
11
11
A700
EXISTING CEILING
CORRIDOR
137
PRIVATE
DINING/WINE
ROOM
219
ROOF TRUSS BEARING
122'-6"DINING TRUSSES LOW
122'-0"
DINING TRUSSES HIGH
127'-4"
Level 3
100' -0"
2nd floor -finish plan
113' -0 1/4"
1st floor -rcp
100' -0 1/4"
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:03 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A6013/8" WALL AND STAIR SECTIONS Atlantic BeachFleet LandingColeman RemodelFloridaA601
WALL AND STAIR SECTION1
A601
STAIR UPPER LANDING2
NO. DATE DESCRIPTION
81__16"
TRUSS BEARING
135'-0"
TRUSS BEARING 144-0
144'-0"
1
A600
14'-0"1'-5"3'-0"1'-10"A700
11
A700
10
5/8" DRYWALL ON
20 GAUGE METAL
FRAMING
5/8" DRYWALL ON
METAL FRAMING
5/4x10 WOOD TRIM 3'-6"EXISTING
DRYWALL
BOX BEAM
11
A700
REMOVE MECHANICAL GRILL -PATCH AND MATCH WITH ADJACENT FINISHES
RECESSED LIGHT TROUGH -SEE ELECTRICAL DRAWINGS
5/8" ACOUSTIC DRYWALL ON
A SUSPENSION SYSTEM
EXISTING CONCRETE FLOOR
INFILL OPENINGS TO CREATE
FULL HEIGHT WALL. PREP WALL
TO RECEIVE NEW FINISHES
LED LIGHT UP/DOWN COVES
1x3 TRIM
1x8 TRIM
1x8 TRIM
DRYWALL
SPECIALITY
WALL
COVERING
EXISTING
DRYWALL
BOX BEAM
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
SOFFIT TO
REMAIN
BASE -SEE INTERIOR DRAWINGSBASE -SEE INTERIOR DRAWINGS
A700
11
A700
10
BASE -SEE INTERIOR DRAWINGS
AT400
17
AT400
16
AT400
17
AT400
16
5/8" ACOUSTIC DRYWALL ON
A SUSPENSION SYSTEM
ROOF TRUSS BEARING
122'-6"DINING TRUSSES LOW
122'-0"
DINING TRUSSES HIGH
127'-4"
Level 3
100' -0"
2nd floor -finish plan
113' -0 1/4"
1st floor -rcp
100' -0 1/4" 10"S14
S14
S14
S14 6"1'-6 23/32"1'-6"6"W01
W14
W01
W14W01
UP
WALL BELOW TO RADIUS
IN AND UP TO UNDERSIDE
OF STAIR CARRIAGE
2
A602
1
A600
1
A601 5'-8"8'-0" 6'-10"
5'-0"5'-0" R 2'-8" R 9'-2" R 5'-0"
R 2'-0"
W02
DECORATIVE HAND
AND GUARD RAIL ON
WOOD WALL CAP
DECORATIVE GUARD
RAIL ON WOOD WALL
CAP
DNDATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:05 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A6023/8" STAIR SECTIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
A602
STAIR SECTION2
A602
STAIRS - FIRST FLOOR
1/4" = 1'-0"
4
A602
STAIRS - SECOND FLOOR
1/4" = 1'-0"
5
NO. DATE DESCRIPTION
TOP OF CONCRETE
(EXISTING)
100'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
TRUSS BEARING 122-6
122'-6"
TRUSS BEARING 109
109'-0"
EXISTING CONCRETE WALK
EXISTING CONCRETE SLAB
NEW STOREFRONT SYSTEM
EXISTING ROOFING
ON WOOD TRUSSES
EXISTING STEEL
STRUCTURE
EXISTING EXTERIOR WALL PLANE -
EXISTING STOREFRONT WAS DEMO'D
FOR EXPANSION.
EXISTING SLOPED
CONCRETE DECK
EXISTING WOOD TRUSSES
9'-6"CONTRACTOR TO FIELD VERIFY
WATERPROOFING IS IN GOOD
WORKING CONDITION PRIOR TO
ANY NEW CONSTRUCTION
NEW CONCRETE SLAB-
SEE STRUCTURAL
A700
9
A700
7
8
A700
5
A700
6
A700
5/8" DRYWALL
ON GRID SUSPENSION
SYSTEM
WOOD SLAT
CEILING
B
A603
NEW LEVEL
CONCRETE FLOOR
EXISTING COLUMN;
FIELD VERIFY
STRUCTURAL MAKE-UP
EXISTING COLUMN;
FIELD VERIFY
STRUCTURAL MAKE-UP
EXISTING EXTERIOR WALL PLANE -
EXISTING STOREFRONT WAS DEMO'D
FOR EXPANSION.
EXISTING FASCIA,
SOFFIT AND
BUILDING EXTERIOR
NEW STOREFRONT
SYSTEM
NEW STOREFRONT
SYSTEMNEW STOREFRONT
SYSTEM
INTERIOR SOFFIT: 5/8" DRYWALL ON
3-5/8" X 20 GAUGE METAL FRAMING AT 24" O.C.
ROOF TRUSS BEARING
122'-6"DINING TRUSSES LOW
122'-0"
DINING TRUSSES HIGH
127'-4"
Level 3
100' -0"
2nd floor -finish plan
113' -0 1/4"
1st floor -rcp
100' -0 1/4"
1
A600
A
A603
EXISTING CONCRETE WALK
EXISTING ROOFING
ON WOOD TRUSSES
EXISTING SLOPED
CONCRETE DECK
EXISTING TRUSSES AND STEEL STRUCTURE -FIELD VERIFY
CONTRACTOR TO FIELD VERIFY
WATERPROOFING IS IN GOOD
WORKING CONDITION PRIOR TO
ANY NEW CONSTRUCTION
NEW CONCRETE SLAB-
SEE STRUCTURAL
SUSPENDED ACOUSTICAL
DRYWALL ON GRID
SUSPENSION SYSTEM
NEW LEVEL
CONCRETE FLOOR
EXISTING COLUMN;
FIELD VERIFY
STRUCTURAL MAKE-UP
EXISTING COLUMN;
FIELD VERIFY
STRUCTURAL MAKE-UP
EXISTING GUARDRAIL
CONTRACTOR TO FIELD VERIFY
WATERPROOFING IS IN GOOD
WORKING CONDITION PRIOR TO
ANY NEW CONSTRUCTION
EXISTING CONCRETE WALK
NEW BULKHEAD, DESIGN
TO MATCH EXISTING
EXISTING GUARDRAIL
NEW STRUCTURE -SEE
STRUCTURAL DRAWINGS
NEW BULKHEAD, DESIGN
TO MATCH EXISTING
NEW STRUCTURE -SEE
STRUCTURAL DRAWINGS
EXISTING ROOFING
ON WOOD TRUSSES
EXISTING ROOFING
ON WOOD TRUSSES
NEW BULKHEAD, DESIGN
TO MATCH EXISTING
NEW STRUCTURE -SEE
STRUCTURAL DRAWINGS
NEW BULKHEAD, DESIGN
TO MATCH EXISTING
NEW STRUCTURE -SEE
STRUCTURAL DRAWINGS
INTERIOR SOFFIT: 5/8" DRYWALL ON 3-5/8" X 20
GAUGE METAL FRAMING AT 24" O.C.
BASE -SEE INTERIOR DRAWINGS
BASE -SEE
INTERIOR DRAWINGS
THRESHOLD SET IN SEALANT (BOTH SIDES)
NEW 1" PVC BEADBOARD
CEILING
NEW 1" PVC BEADBOARD
CEILING
NEW 1" PVC BEADBOARD
CEILING
NEW 1" PVC BEADBOARD
CEILING
A700
3
A700
3
A700
3
A700
3
ROOF TRUSS BEARING
122'-6"DINING TRUSSES LOW
122'-0"
SUSPENDED ACOUSTIC
DRYWALL ON GRID SYSTEM
Level 3
100' -0"
2nd floor -finish plan
113' -0 1/4"
1st floor -rcp
100' -0 1/4"
TOP OF CONCRETE
(EXISTING)
100'-0"
TOP OF CONCRETE 2ND
FLOOR (EXISTING)
113'-0"
TRUSS BEARING 109
109'-0"
EXISTING
CORRIDOR
111
1" PVC BEADBOARD ON
RESILIENT CHANNEL ON EXISTING
FRAMING. PROVIDE ADDITIONAL
FRAMING AS NEEDED FOR
INSTALLATION IN NEW AREA.
3/4" STUCCO ON 1/2" SHEATHING
ON WOOD STUDS WITH BATT
INSULATION -WALL TO GO FROM
TOP OF CONCRETE TO UNDERSIDE
OF CONCRETE FLOOR
CLOSED CELL SPRAY
FOAM INSULATION EXISTING WOOD
TRUSS STRUCTURE
EXISTING STUCCO
EXTERIOR WALL
EXISTING COLLUMN
EXISTING CONCRETE SLAB
NEW
HEADER
THRESHOLD SET
IN SEALANT
DEMO EXISTING WOOD
T&G CEILING THROUGHOUT
EXISTING EXTERIOR WALL
EXISTING
CONCRETE WALK
Level 3
100' -0"
1st floor -rcp
100' -0 1/4"
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:08 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A6033/8" WALL SECTIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
A603
STOREFRONT SECTIONA
AT BAR AND DINING
NO. DATE DESCRIPTION
A603
STOREFRONT SECTIONB
AT BAR AND DINING
A603
WALL SECTIONC
3/8" = 1'-0"
EXTERIOR DETAILS GENERAL NOTES
1. PROVIDE END DAMS (BOTH ENDS) AT ALL CAST STONE WINDOW SILLS AND TERMINATION
OF CAST STONE BANDS. EACH WINDOW SILL TO HAVE A MINIMUM OF 2 WEEPS.
2. PROVIDE END DAMS (BOTH SIDES) OF LINTELS AT WINDOW AND DOOR HEADS, EACH TO
HAVE A MINIMUM OF 2 WEEPS. FLASHING TO EXTEND FULL WIDTH OF LINTEL.
3. AIR BARRIER IS TO LAP OVER FLASHING (TYPICAL).
4. PROVIDE SOLID BRICK AT EXPOSED ENDS WITH PROJECTIONS GREATER THAN 1/2".
5. SEE AIR BARRIER AND AIR BARRIER FLASHING INSTALLATION DETAILS ON SHEET AT700
FOR ADDITIONAL INSTALLATION INFORMATION.
6. EXTEND VAPOR BARRIER INTO ROUGH OPENINGS PER DETAILS 2A/AT700 AND 2B/AT700.
7. PREFINISHED ALUMINUM 'Z' FLASHING WITH HEMMED EDGE PER DETAIL 5/AT700.
8. SEE SHEET AT700 FOR SOFT JOINT DETAILS AT ALL CAST STONE JOINTS.
EXISTING WALL
EXISTING (1) HR. RATED WALLASSEMBLYMAINTAIN CONTINUOUS
(1) HOUR RATED
WALL ASSEMBLY
5/8" GYPSUM BOARD ON
2x4 WOOD STUDS WITH
BATT INSULATION 9'-0" A.F.F.REMOVE EXISTING STUCCO
AND TRIM FOR NEW CONSTRUCTION
EXISTING STRUCTURE
VARIES -FIELD VERIFY
AT LOCATION OF WORK
1'-1 1/2"2'-0"
1 COURSE 12" SQ. CMU
(CUT AS RQD. TO FIT
COL.) FILL CELL
3/4" STUCCO SMOOTH FINISH
OVER GALV. TL. LATH
OVER 15# FELT
1/2" EXT. GRADE PLYWOOD
ON P.T. 2x4 WOOD FRAMING,
REMOVE AS NEEDED TO
INSTALL NEW STOREFRONT
BLOCKING-SEE STRUCTURE
DRAWINGS
REMOVE STUCCO AND
STUCCO BASE BELOW
EXISTING STRUCTURE VARIES
BETWEEN A STEEL COLUMN
BASED ON LOCATION, FIELD
VERIFY
EXISTING STUCCO BASE BELOW
EXISTING STUCCO FINISH
SEALANT/ BACKER ROD
SPRAY FOAM INSULATION
5/8" DRYWALL
CAULK AT STOREFRONT
PERIMETER
ALUMINUM STOREFRONT
WITH INSULATED GLAZING
PROVIDE NEW BLOCKING
FOR STOREFRONT SYSTEM -
SEE STRUCTURAL DRAWINGS
SEALANT/BACKER
ALUMINUM STOREFRONT FRAME
CAULK AT FRAME PERIMETER
CAULK/ BACKER ROD
WOOD BLOCKING
5/8" GYPSUM BOARD OVER
VAPOR BARRIER
5/8" GYPSUM BOARD ON
GRID SUSPENSION SYSTEM
SPRAY FOAM
INSULATION
INSULATION DAM
BLOCKING/ SHIM TO
ALIGN STOREFRONT
WITH EXISTING STUCCO
EXISTING STUCCO
EXISTING STRUCTURE
VARIES, FIELD VERIFY AT
LOCATION OF WORK
SEE STRUCTURE DRAWINGS
FOR NEW STOREFRONT
CONNECTION
PATCH AND MATCH
EXISTING STUCCO
SYSTEM AND FINISHES
WHEREVER REMOVED TO
ACCEPT NEW
CONSTRUCTION
NEW CONCRETE SLAB-
SEE STRUCTURAL DRAWINGS
BASE -SEE INTERIOR
DRAWINGS
ALUMINUM STOREFRONT
WINDOW SYSTEM
EXISTING STUCCO
BASE (BEYOND)
EXISTING STUCCO
PIER (BEYOND)
CONCRETE SIDEWALK
C-CHANNEL AND SEALANT
1x4 WOOD TRIM
1x6 WOOD TRIM
1x8 WOOD TRIM1'-10"NEW DRYWALL
AS NECESSARY
EXISTING WOOD
FRAMING
EXISTING WOOD
FRAMING
EXISTING DRYWALL
1x4 WOOD TRIM
1x6 WOOD TRIM
1x8 WOOD TRIM
LED LIGHT-SEE
ELECTRICAL DRAWINGS
LED LIGHT-SEE
ELECTRICAL DRAWINGS1'-10"4"1 1/2"DECORATIVE WALL
TREATMENT
BATT INSULATION
DRYWALL
PATCH AND
MATCH DRYWALL,
PREP FOR NEW
FINISHES
EXISTING MASONRY
WALL
SEE DOOR SCHEDULE FOR
DOOR TYPES/DETAILS
SEE FLOOR PLAN
FOR WALL TYPES
APPLY 5/8" TYPE 'X'
DRYWALL DIRECTLY
TO CMU
1/4"1/4"1/4"2x6
2x6
2x4
2x4
2x4
BREAK METAL CLOSURE
TO MATCH ALUMINUM FRAME
EXISTING ALUMINUM
STOREFRONT
NEOPRENE GASKET
EXISTING 1-HOUR
RATED WALL SYSTEM
EXISTING 1-HOUR
RATED WALL SYSTEM
1/2" OSB SHEATHING
AIR BARRIER PER SECTION 01230
METAL DOOR FRAME
2X4 STUD
5/8" DRYWALL
SPRAY FOAM INSULATION
STUCCO ON METAL LATH WITH
GRADE 'D' PAPER BACKING PER
SECTION 09220
1/2" EXT. GD.
PLYWOOD ON P.T.
2X4 WD FRMG
3/4" STUCCO SMOOTH
FINISH OVER GALV. MTL
LATH OVER 15# FELT
STUCCOED BASE BELOW
CORNER BEADTYP. EACH SIDE
1'-1 1/2"
1 CRS 12" SQ CMU (CUT
AS REQ'D TO FIT COL.)
FILL CELL
SEE PLAN SEE PLANSEE PLANSEE PLAN7/8" +/-STUCCO SMOOTH
FINISH
STUCCOED BASE BELOW
CORNER BEADTYP. EACH SIDE
1'-1 1/2"
SEE PLAN SEE PLANSEE PLANSEE PLANCONC. COL.
MASONRY COL.
ALUMINUM STOREFRONT FRAME
CAULK AT FRAME PERIMETER
CAULK/ BACKER ROD
WOOD BLOCKING
5/8" GYPSUM BOARD OVER
VAPOR BARRIER
5/8" GYPSUM BOARD ON
GRID SUSPENSION SYSTEM
SPRAY FOAM
INSULATIONINSULATION DAM
BLOCKING/ SHIM TO
ALIGN STOREFRONT
WITH EXISTING STUCCO
SEE STRUCTURE DRAWINGS
FOR NEW STOREFRONT
CONNECTION
PATCH AND MATCH
EXISTING STUCCO
SYSTEM AND FINISHES
WHEREVER REMOVED TO
ACCEPT NEW
CONSTRUCTION
1" PVC BEADBOARD ON
RESILIENT CHANNEL.
PROVIDE ADDITIONAL
FRAMING AS NEEDED FOR
INSTALLATION IN NEW AREA.
INSULATE TO UNDERSIDE OF
EXTERIOR SHEATHING
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:11 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
A7001-1/2" DETAILS Atlantic BeachFleet LandingColeman RemodelFloridaCOMMONS
A700
RATED WALL CORNER1
A700
EXISTING EAVE-DEMO6
A700
EXISTING PIER BASE-DEMO4
A700
EXISTING PIER BASE-DEMO5
A700
PIER BASE-PLAN8
A700
EXISTING EAVE-NEW9
A700
STOREFRONT BASE7
A700
UPPER BEAM TRIM DETAIL11
A700
LIGHT COVE AND TRIM DETAIL12
A700
LOWER BEAM10
A700
PLAN DETAIL13
A700
WALL-STOREFRONT TERMINATION14
NO. DATE DESCRIPTION
A700
RATED WALL CORNER2
AT CORRIDOR 111
A700
EXISTING TYP. FURRED & STEEL EXT. COLS.15
A700
EXISTING TYP. MASONRY & CONC. COLS.16
A700
NEW STOREFRONT HEADER3
WOOD CASING
WC-3, SEE INTERIOR
DRAWINGS
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
1/4
JAMB
3/4" QUARTER ROUND
DOOR TRACK,
DO NOT INSTALL UNTIL
PAINTING IS COMPLETE
HEAD
1/4
1/4
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
1-1/8" FRAME WITH
3/8" RABBET
4 1/2"
INTEGRAL
SMOKE SEAL AT
ALL RATED
DOORS AND AS
SCHEDULED
WOOD CASING
WC-3, SEE INTERIOR
DRAWINGS
3
1/4
1-1/8"
1/4
3/4
1/4 1/4
1/4
1/4
NOTE: WHERE REQUIRED PROVIDE
WOOD JAMB EXTENSIONS
1-1/8" FRAME WITH
3/8" RABBET
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
FIXED DOOR LEAF
WOOD STOP
BASE SHOE
AT FLOOR
TO COVER
GAPS
3/16" MULLION COVER 4 1/2"
WOOD CASING WC-3, SEE
INTERIOR DRAWINGS
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
1/4
1/4
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
WOOD CASING
WC-3, SEE INTERIOR
DRAWINGS
QUARTER ROUND
TRIM AT LARGE OR
UNEVEN GAPS
(CAULK AND PAINT
AT TIGHT JOINTS)
DOOR FRAME
WOOD CASING
WC-3, SEE INTERIOR
DRAWINGS
DOOR FRAME
NOTE: WHERE HORIZONTAL TRIM,
BASE, BASE SHOE, CHAIR RAIL,
ETC. PROJECTS BEYOND VERTICAL
TRIM, CASING, ETC., CUT BACK AT
45°, SAND SMOOTH AND PAINT
VERTICAL TRIM
BASE: FIELD VERIFY
LENGTHS, FASTEN AFTER
DOORS ARE INSTALLED
BASE
SINGLE DOOR PANEL
THICKNESS PLUS 1/4"
FINISH WALL TO FLOOR
EXTEND FLOORING TO WALL
FIELD VERIFY DOOR
PANEL SETBACK
REFER TO FLOOR PLANS FOR
COORDINATION WITH DOOR PANELS
DOOR DETAILS GENERAL NOTES
1. VERIFY SPECIFIC WALL CONSTRUCTION AND THICKNESSES WITH WALL TYPES.
2. SEE FLOOR PLANS FOR DOOR HANDING.
3. PROVIDE A SMOKE SEAL AT ALL RATED DOORS AND AS SCHEDULED.
SMOKE SEAL TO BE INTEGRAL AT 1-1/8" WOOD FRAME WITH 3/8" RABBET.
4. FILL SHIM SPACE AT ALL WOOD FRAMES IN RATED WALLS WITH LOW EXPANSIVE
FOAM INSULATION WITH INTEGRAL FIRE RETARDANT -SEE WALL TYPES.
5. PROVIDE END DAMS (BOTH SIDES) OF LINTELS AT DOOR HEADS, EACH TO
HAVE A MINIMUM OF 2 WEEPS. FLASHING TO EXTEND FULL WIDTH OF LINTEL.
6. EXTEND VAPOR BARRIER INTO ROUGH OPENINGS AT DOOR HEADS AND DOOR
JAMBS PER DETAILS 2A/AT700 AND 2B/AT700.
7. SEE AIR BARRIER AND AIR BARRIER FLASHING INSTALLATION DETAILS ON
SHEET AT700 FOR ADDITIONAL INSTALLATION INFORMATION.
8. PREFINISHED ALUMINUM 'Z' FLASHING WITH HEMMED EDGE PER DETAIL 5/AT700.
KICKPLATE
DOOR
HANDLE
1/4"PUSH
PULL AT
OPPOSITE
SIDE
A
1
BE
GLASS PER DOOR SCHEDULE
1296 SQ. INCHES MAXIMUM
J1J2 33"42"F 48"36"PIVOTS
DOOR
PULL
EQ
CD
EQ
G6'-0"6"6"32"42"K 36"DOOR SCHEDULE
LEGEND
1.MOLDED HARDBOARD SC =
MOLDED HARDBOARD SOLID CORE
2.MOLDED HARDBOARD HC =
MOLDED HARDBOARD HOLLOW CORE
3.HM WELDED =
HOLLOW METAL WELDED
4.BIRCH PAINT GRADE SC =
BIRCH PAINT GRADE SOLID CORE
5.BIRCH STAIN GRADE SC =
BIRCH STAIN GRADE SOLID CORE
6 AUTO ENTRANCE =
AUTOMATIC ENTRANCE
GLASS PER
DOOR SCHEDULE
3"8"10"10"WOOD CASING WC-3, SEE
INTERIOR DRAWINGS1/4"DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
CAULK
5"
DECORATIVE
INTERIOR
STOREFRONT
DRYWALL RETURN
DRYWALL RETURN
WOOD SHIM
SEE OVERALL
PLAN FOR
WALL TYPE
1"6"1/2" O.S.B. SHEATHING
PROVIDE WASH
STUCCO TRIM
FORMED DRIP
STUCCO CONTRACTOR
TO PROVIDE 1/4" JOINT
FULL PERIMETER
FURRING THICKNESS
VARIES (SEE WALL
TYPE)
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
CAULK
4 1/2"
DECORATIVE
STOREFRONT
DOOR JAMB
1"3/16"1/4"2"2 1/8"
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
CAULK
5"
DRYWALL RETURN
DRYWALL RETURN
WOOD SHIM
SEE OVERALL
PLAN FOR
WALL TYPE
DASHED LINE INDICATES
CONDITION AT
PERPENDICULAR WALL
L-BEAD TO WRAP
DOOR FRAME; FLUSH
WITH DRYWALL
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:13 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
AT110DOOR SCHEDULE AND DETAILS Atlantic BeachFleet LandingColeman RemodelFloridaTYPICAL
AT110
JAMB4
HEAD SIMILAR
AT110
BI-FOLD DOOR5
AT110
JAMB6
HEAD SIMILAR - UNLESS NOTED OTHERWISE
AT110
MULLION / JAMB7
HEAD SIMILAR
AT110
JAMB8
HEAD SIMILAR
AT110
JAMB9
HEAD SIMILAR
AT110
CASING INSIDE CORNER1
N.T.S.
AT110
CASING/TRIM DETAIL2
AT110
BASE AT SLIDING DOORS3
BI-FOLD DOORS SIMILAR
DOOR SCHEDULE - Coleman Building
DOOR
NUMBER
ROOM
NUMBER ROOM NAME DOOR TYPE
LABEL
(MINUTES)
TOTAL
WIDTH HEIGHT
THICK
NESS
PANEL DOOR FRAME (LABEL TO MATCH DOOR)DETAILS SEE AT110
REMARKS HARDWARETYPE FINISH GLAZING TYPE FINISH SEAL JAMB A JAMB B
HEA
D SILL
101 101 CORRIDOR SINGLE SWING @ SF 3'-0" 6'-8" 1 3/4" PANEL E-1 LITE : ALUMINUM STOREFRONT FACTORY GLASS - 1" TEMPERED INSULATED FRAME 00 : ALUMINUM STOREFRONT FACTORY 12 12 12 EXISTING OPENING, POWER OPERATOR
106 106 EXISTING STORAGE DOUBLE SWING 45 6'-0" 7'-0" 1 3/4" PANEL F-FLUSH : HOLLOW METAL PAINT --FRAME 00 : HM WELDED PAINT 8 8 8
109 109 EXT'G MECH DOUBLE SWING 45 6'-0" 7'-0" 1 3/4" PANEL F-FLUSH : HOLLOW METAL PAINT --FRAME 00 : HM WELDED PAINT 8 8 8 02
111 111 EXISTING CORRIDOR DOUBLE SWING 6'-0" 7'-0" 1 3/4"PANEL F-FLUSH : HOLLOW METAL PAINT --FRAME 00 : HM WELDED PAINT 12 12 12 POWER OPERATOR
112 112 JANITOR SINGLE SWING 45 3'-0" 7'-0" 1 3/4" PANEL F-FLUSH : HOLLOW METAL PAINT --FRAME 00 : HM WELDED PAINT 8 8 8
113 113 STORAGE SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-1 LITE : RELOCATED PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR/OPAQUE GLAZING 27
114 114 OFFICE SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-1 LITE : RELOCATED PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR 20
116 116 OFFICE SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-1 LITE : RELOCATED PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR 22
117 117 FOOD SERVICE DIRECTOR SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-1 LITE : RELOCATED PAINT --FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR 22
117.1 117 FOOD SERVICE DIRECTOR SINGLE SWING 45 3'-0" 7'-0" 1 3/4" PANEL F-FLUSH : HOLLOW METAL PAINT --FRAME 00 : HM WELDED PAINT 8 8 8 05
118 118 CONFERENCE ROOM SINGLE SWING @ SF 3'-0" 7'-11" 1 3/4" PANEL H ALUMINUM B : STOREFRONT FACTORY GLASS - 1/4" TEMPERED FRAME 00 : ALUMINUM STOREFRONT FACTORY 11 11 11 ELECTRIFIED GLAZING 30
123 123 VEST SINGLE SWING @ SF 3'-0" 7'-11" 1 3/4" PANEL H ALUMINUM B : STOREFRONT FACTORY GLASS - 1/4" TEMPERED FRAME 00 : ALUMINUM STOREFRONT FACTORY 11 11 11 29
124 124 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 7 6 HOUDINI STYLE GLASS 19
124.1 124 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE FIXED RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 7 6 HOUDINI STYLE GLASS / FIXED PANEL 31
125 125 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 7 6 HOUDINI STYLE GLASS 19
125.1 125 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE FIXED RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 7 6 HOUDINI STYLE GLASS / FIXED PANEL 31
126 126 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 HOUDINI STYLE GLASS 19
127 127 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 7 6 HOUDINI STYLE GLASS 19
127.1 127 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE FIXED RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 7 6 HOUDINI STYLE GLASS / FIXED PANEL 31
128 128 EXECUTIVE GATHERING SINGLE SWING @ SF 3'-0" 7'-11" 1 3/4" PANEL H ALUMINUM B : STOREFRONT FACTORY GLASS - 1/4" TEMPERED FRAME 00 : ALUMINUM STOREFRONT FACTORY 11 11 11 29
130 130 STORAGE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 26
131 131 CONFERENCE ROOM SINGLE SWING @ SF 3'-0" 7'-11" 1 3/4" PANEL H ALUMINUM B : STOREFRONT FACTORY GLASS - 1/4" TEMPERED FRAME 00 : ALUMINUM STOREFRONT FACTORY 11 11 11 30
132 132 MECH SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 9 9 9 17
133 133 OFFICE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 19
134 134 REAR VEST SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED OPAQUE FRAME 00 : WOOD PAINT 6 6 6 OPAQUE GLAZING 13
134.1 134 REAR VEST SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED OPAQUE FRAME 00 : WOOD PAINT 6 6 6 OPAQUE GLAZING 08
135 135 SALES & FINISHES SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL E-3 LITE RAILED : WOOD MULTIPLE LITE PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 23
137 137 CORRIDOR SINGLE SWING @ SF 3'-0" 7'-0" 1 3/4" PANEL E-1 LITE : ALUMINUM STOREFRONT FACTORY <By Category> FRAME 00 : ALUMINUM STOREFRONT FACTORY 12 12 12 EXISTING OPENING, POWER OPERATOR
138 138 IT SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 28
139 139 MECH DOUBLE SWING 6'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 REPLACE DOOR PANELS AND FRAME 15
140 140 SALES & MARKETING SINGLE SWING @ SF 3'-2" 7'-11"1 3/4" PANEL H ALUMINUM B : STOREFRONT FACTORY GLASS - 1/4" TEMPERED FRAME 00 : ALUMINUM STOREFRONT FACTORY 11 11 11 29
141 141 OFFICE SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-10 LITE : RELOCATED PAINT --FRAME 00 : EXISTING PAINT 6 6 6 USE SALVAGED DOOR
142 142 LIBRARY DIRECTOR SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 19
145 145 IL SALES SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-10 LITE : RELOCATED PAINT --FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR
146 146 MKTG DIR SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-10 LITE : RELOCATED PAINT --FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR 21
147 147 AL SALES SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-10 LITE : RELOCATED PAINT --FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR
150 150 OFFICE SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL E-10 LITE : RELOCATED PAINT --FRAME 00 : WOOD PAINT 6 6 6 USE SALVAGED DOOR
152 152 MECH SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 9 9 9 16
153 153 DUMBWAITER MECHANICAL SINGLE SWING 3'-0" 8'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 9 9 9 16
154 154 BAR SERVICE SINGLE SWING 2'-8" 3'-4" 1 3/8" PANEL F-FLUSH : BIRCH PAINT GRADE SC PAINT --FRAME 00 : WOOD PAINT 15 15 15 15 DOOR TO RECEIVE WALL COVERING
155 155 SPORTS BAR SINGLE SWING @ SF 3'-0" 7'-4" 1 3/4" PANEL H ALUMINUM : STOREFRONT FACTORY GLASS - 1" TEMPERED INSULATED FRAME 00 : ALUMINUM STOREFRONT FACTORY 12 12 12 01
155.1 155 SPORTS BAR SINGLE SWING @ SF 3'-0" 7'-4" 1 3/4"PANEL H ALUMINUM : STOREFRONT FACTORY GLASS - 1" TEMPERED INSULATED FRAME 00 : ALUMINUM STOREFRONT FACTORY 12 12 12 01
156 156 IT DOUBLE SWING 6'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 9 9 9 14
157 155 SPORTS BAR SINGLE SWING 3'-0" 8'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 15
158 158 A/C CLOSET SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 04
159 159 MECH/ELEC DOUBLE SWING 6'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 9 9 9 15
160 160 CORR SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 12
161 161 WOMEN SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 10
164 164 MEN SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 10
166 166 COATS SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6
167 167 STOR SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6
168 168 STORAGE SINGLE SWING 3'-0" 8'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6
169 169 CLOSET SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6
204 204 EXISTING OFFICE SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL G-FLUSH : HOLLOW METAL PAINT --FRAME 00 : HM WELDED PAINT 8 8 8
205 205 WOMENS ACCESSIBLE SINGLE SWING 3'-0" 7'-0" 1 3/4"PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 24
206 206 EXISTING WOMENS SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 10
207 207 EXISTING MENS SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 10
208 208 MENS ACCESSIBLE SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 24
209 209 BEV STATION SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL F-FLUSH : BIRCH PAINT GRADE SC PAINT GLASS - 1/4" TEMPERED FRAME 00 : WOOD PAINT 6 6 6 PORT HOLE WINDOW
210 210 COMMUNITY DINING SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6
210.1 231 GALLERY VESTIBULE SLIDING STACKING
w_PIVOT-5 PANEL
15'-0" 9'-0" 1 3/4" PANEL E-8 LITE FIXED : FRENCH DOOR FACTORY GLASS - 1/4" TEMPERED FRAME NONE : DRYWALL FACTORY 3 3 3 STACKING DOOR W PIVOT PANEL FOR
EGRESS
211 211 RESTROOM SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 25
212 212 COATS SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 09
217 217 EXT'G ELEC SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL B-FLUSH : BIRCH PAINT GRADE SC PAINT --FRAME 00 : WOOD PAINT 13 13 13
219 219 PRIVATE DINING/WINE ROOM DOUBLE SWING @ SF 6'-0" 7'-5" 1 3/4" PANEL H ALUMINUM C : STOREFRONT FACTORY GLASS - 1/4" TEMPERED FRAME 00 : ALUMINUM STOREFRONT FACTORY 14 14 14
219.1 219A ROOF ACCESS SINGLE SWING 3'-0" 6'-8" 1 3/4" PANEL B-FLUSH : BIRCH PAINT GRADE SC PAINT --FRAME 00 : WOOD PAINT 6 6 6 14
221 221 KITCHEN SUPPORT SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 06
221.1 221 KITCHEN SUPPORT SINGLE SWING 3'-0" 7'-0" 1 3/4"PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 6 6 6 11
226 226 EXISTING MECH SINGLE SWING 3'-0" 7'-0" 1 3/4" PANEL A-3 PANEL : SOLID CORE ROUTED PAINT --FRAME 00 : WOOD PAINT 18
AT110
CASING/TRIM DETAIL10
AT110
INTERIOR STOREFRONT JAMB11
HEAD SIMILAR - UNLESS NOTED OTHERWISE
DOOR HEIGHTS TO MATCH EXISTING-
GC TO VERIFY BEFORE ORDERING NEW DOORS
NOTE:
NO. DATE DESCRIPTION
AT110
HEAD AT STUCCO12
JAMB SIMILAR
AT110
INTERIOR STOREFRONT AND JAMB
1 1/2" = 1'-0" NO DOOR
13
AT110
INTERIOR STOREFRONT MULLION/JAMB
1 1/2" = 1'-0"
14
AT110
CASELESS JAMB
1 1/2" = 1'-0" HEAD SIMILAR
15
LATCH
SIDETEMPERED
GLASS
TEMPERED
GLASS
9'-6 1/2"VERIFY EXISTING CONDITIONS7'-5 1/2"8
A700
9
A700
VERIFY EXIST. COND.
5'-3"VERIFY EXISTING CONDITONS7'-5 3/4"LATCH
SIDE
2'-8" 4'-9 3/4"TEMPERED
GLASS
8
A700
9
A700
VERIFY EXISTING CONDITIONS7'-5 3/4" 2'-8" 4'-9 3/4"EQ EQ
VERIFY EXIST. COND.
5'-3"
8
A700
8
AT110
2'-8" 4'-9 3/4"EQ EQ EQ
VERIFY EXISTING CONDITIONS
11'-6"VERIFY EXISTING CONDITIONS7'-5 3/4"8
A700
9
A700
A
WINDOW SCHEDULE 3'-2"4'-0"3'-0"
HOLLOW METAL
FRAME
RATED
GLASS
PER
SCHEDULE
23
AT400
11'-5"
3'-0"
OPERABLE
DOOR EQ.EQ.EQ.EQ.8'-0"1'-8 13/64"1'-8 13/64"1'-8 13/64"1'-8 13/64"1'-7 13/64"
13
AT110
13
AT110
TEMPERED GLASS:
DOOR & ADJACENT
STACK
eGLASS THROUGHOUT
14'-1"
OPERABLE
DOOR
3'-0"
13
AT110
13
AT110
TEMPERED GLASS:
DOOR & ADJACENT
STACK
14
AT110
8'-0"EQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ
eGLASS THROUGHOUT
8'-0"EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.
13
AT110
13
AT110 eGLASS THROUGHOUT
7'-6" 10'-7"EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.
13
AT110
5'-6"
EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.13
AT110
13
AT110
7'-6"8'-0"4'-10"
DOOR
3'-0"
OPERABLE
DOOR EQ.EQ.EQ.EQ.13
AT110
13
AT110
11
AT110
11
AT110
14
AT110
TEMPERED GLASS
6'-2"7'-6"OPERABLE DOORS EQ.EQ.EQ.EQ.DOOR
3'-0"
DOOR
3'-0"
11
AT110
11
AT110
11
AT110
14
AT110
SIMILAR
TEMPERED GLASS DOORS
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:17 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
AT111STOREFRONT ELEVATIONS Atlantic BeachFleet LandingColeman RemodelFloridaDesigner
EXTERIOR STOREFRONT SCHEDULE
SF1SF2SF3SF4
SF5SF6SF7SF8SF9SF10SF11
DECORATIVE INTERIOR STOREFRONT SCHEDULE
NO. DATE DESCRIPTION
ALL EXTERIOR WINDOWS TO BE 1" INSULATED GLASS, LOW-E WITH ARGON
1.SUBSTITUTE MATERIALS IN RATED CONSTRUCTION ONLY IN ACCORDANCE WITH THE
GUIDELINES OF THE NOTED TESTING AGENCY.
2.UNLESS OTHERWISE INDICATED WITH ARROWS, RATED PORTION OF THE WALL IS THE
ENTIRE ASSEMBLY.
3.SCREW PATTERNS AT RATED WALLS ARE BASED ON A SPECIFIC SYSTEM. VERIFY ALL
SCREW PATTERNS WITH THE RESPECTIVE TESTING AGENCY ASSEMBLY.
4.WALLS USED FOR SHEAR MAY REQUIRE THE ADDITION OF STRUCTURAL PANELS AND/OR
ADDITIONAL ANCHORAGE. SEE STRUCTURAL DRAWINGS.
5.BOX PENETRATIONS ON OPPOSITE SIDES OF RATED WALLS TO BE STAGGERED ONE (1)
STUD SPACE -24" MINIMUM.
6.WHERE WALLS ARE INDICATED ON THE FLOOR PLANS TO HAVE "A ONE (1) HOUR RATING
AT ALL BEARING WALLS (SEE STRUCTURAL DRAWINGS FOR LOCATIONS)" CONSTRUCT
RATED PORTIONS OF ASSEMBLY IN ACCORDANCE WITH NOTED TESTING AGENCY.
7.DUCT PENETRATIONS THROUGH FRAMED WALLS RATED AS ONE (1) HOUR FOR BEARING
ARE TO BE PROTECTED WITH 5/8" FIRE RATED DRYWALL.
8.PROVIDE 5/8" FIRE RATED WATER RESISTANT GYPSUM SHEATHING IN LIEU OF FIRE RATED
DRYWALL AT NON-ACCESSIBLE LOCATIONS OF RATED WALLS WHERE REQUIRED -
COORDINATE WITH TRUSS ERECTION.
9.PROVIDE CEMENTITIOUS BACKER BOARD BY SECTION 09255 (5/8" FIBERGLASS MAT
FACED TILE BACKER BY SPECIFICATION SECTION 09255 AT RATED WALLS) ON MINIMUM 20
GAGE STUDS IN LIEU OF DRYWALL AT CERAMIC TILE SHOWERS.
10.INSTALL MANUFACTURED STONE, FIBER CEMENT SIDING AND OTHER SIMILAR PRODUCTS
IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT WRITTEN INSTRUCTIONS.
11,PROVIDE TEXTURE FINISH AIR BARRIER BEHIND FIBER CEMENT PANELS AND EIFS PER
SPECIFICATION SECTION 06100.
12.IF NAILS ARE USED TO ATTACH DRYWALL, INSTALL AT 8" O.C. AT EDGES AND DOUBLE
NAILING 12" O.C. IN FIELD.
13.LINE KEY:
WALL TYPES GENERAL NOTES
INDICATES AIR BARRIER
INDICATES LIQUID-APPLIED AIR BARRIER
INDICATES DRAINAGE SYSTEM
INDICATES WEATHER RESISTIVE BARRIER
INDICATES RIGID INSULATION
W01
ACTUAL DIMENSION 4-3/4"
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
W02
ACTUAL DIMENSION 4-3/4"
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
3-1/2" UNFACED FIBERGLASS INSULATION
W06
ACTUAL DIMENSION 6-3/4"
2 x 6 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
W14
2-1/8"ACTUAL DIMENSION
2 x 2 WOOD FURRING AT 16" O.C.
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD. STAGGER ALL
JOINTS ONE (1) STUD SPACE.
W16
4-1/8"ACTUAL DIMENSION
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD. STAGGER ALL
JOINTS ONE (1) STUD SPACE.
3-1/2" UNFACED FIBERGLASS INSULATION
1/2"
NOTE: WHERE STUD WALL IS ADJACENT A
CONCRETE BLOCK WALL PROVIDE 1/2" GAP
UNLESS NOTED OTHERWISE, SEE FLOOR PLANS.
AT GAP PROVIDE CONTINUOUS FLOOR TO
CEILING FIRE/DRAFT STOP AT 10'-0"
HORIZONTALLY MAXIMUM
W17
4-1/8"ACTUAL DIMENSION
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD. STAGGER ALL
JOINTS ONE (1) STUD SPACE.
1/2"
NOTE: WHERE STUD WALL IS ADJACENT A
CONCRETE BLOCK WALL PROVIDE 1/2" GAP
UNLESS NOTED OTHERWISE, SEE FLOOR
PLANS. AT GAP PROVIDE CONTINUOUS
FLOOR TO CEILING FIRE/DRAFT STOP AT
10'-0" HORIZONTALLY MAXIMUM
W24
6-1/8"ACTUAL DIMENSION
2 x 6 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD. STAGGER ALL
JOINTS ONE (1) STUD SPACE.
5-1/2" UNFACED FIBERGLASS INSULATION
1/2"
NOTE: WHERE STUD WALL IS ADJACENT A
CONCRETE BLOCK WALL PROVIDE 1/2" GAP
UNLESS NOTED OTHERWISE, SEE FLOOR
PLANS. AT GAP PROVIDE CONTINUOUS
FLOOR TO CEILING FIRE/DRAFT STOP AT
10'-0" HORIZONTALLY MAXIMUM
W98
ACTUAL DIMENSION 4-1/2"
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
1/2" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
3-1/2" UNFACED FIBERGLASS INSULATION
W97
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
5/8" FIRE RATED DRYWALL APPLIED PER
REFERENCED FIRE RATING. STAGGER ALL
JOINTS ONE (1) STUD SPACE
R-21 BATT INSULATION
FIRE RATING 1 HR UL-U356
ACTUAL DIMENSION 5-3/8"
1/2" O.S.B. SHEATHING -SEE STRUCTURAL
AIR BARRIER PER SECTION 01230.
STUCCO ON METAL LATH WITH GRADE 'D'
PAPER BACKING PER SECTION 09220.
*WALL TYPE IS TO MATCH EXISTING
EXTERIOR WALL CONDITION
W07
ACTUAL DIMENSION 6-3/4"
2 x 6 STUDS -SEE STRUCTURAL FOR SPACING
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
5-1/2" UNFACED FIBERGLASS INSULATION
S14
3-5/8" METAL STUDS
PROVIDE MID-HEIGHT BRACING.
5/8" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1" SCREWS 8" O.C. AT EDGES
AND 12" O.C. IN FIELD. STAGGER ALL JOINTS
ONE (1) STUD SPACE.
ACTUAL DIMENSION 4-1/4"
NOTE: WHERE STUD WALL IS ADJACENT A
CONCRETE BLOCK WALL PROVIDE 1/2" GAP
UNLESS NOTED OTHERWISE, SEE FLOOR PLANS.1/2"
W70
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
1/2" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
NOTE: FIELD VERIFY EXISTING WALLS; MATCH
EXISTING
W71
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
1/2" DRYWALL APPLIED HORIZONTALLY OR
VERTICALLY WITH 1-1/4" SCREWS 8" O.C. AT
EDGES AND 12" O.C. IN FIELD EACH SIDE.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
3-1/2" UNFACED FIBERGLASS INSULATION
NOTE: FIELD VERIFY EXISTING WALLS; MATCH
EXISTING
W09
4-3/4"
UL-U309FIRE RATING 1 HOUR
ACTUAL DIMENSION
5/8" FIRE RATED DRYWALL EACH SIDE
APPLIED PER REFERENCED FIRE RATING.
STAGGER ALL JOINTS ONE (1) STUD SPACE.
2 x 4 STUDS -SEE STRUCTURAL FOR SPACING
3-1/2" UNFACED FIBERGLASS INSULATION
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:18 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
AT300WALL TYPES Atlantic BeachFleet LandingColeman RemodelFloridaTYPICAL
NO. DATE DESCRIPTION
PLASTIC LAMINATE ON
3/4" PLYWOOD
PLAN DETAIL AT CORNER
SEE INTERIOR ELEVATIONS
FOR MATERIAL TYPE OF
TOP, APRON AND SPLASHES
2
4
2
4
32"
INDICATES TILE ON
DRYWALL
SIDESPLASH
BACKSPLASH IN
BACKGROUND
INSTALL WOOD BLOCKING
TO SIDE OF BRACKET
(RAKKS EH-1818FM ) WITH
(3) 1/4" DIAMETER LAG
SCREWS WITH WASHERSSIDE APRON1 1/2"1"
OPEN
END
FRONTR 1 1/2"1"1"DROP-IN BOWL
34" AFFCONTINUOUS CAULK
AT TOP OF SPLASHES
4"INSTALL 2 x 4 WOOD
CLEATS / BLOCKING
ALL SIDES 8728" MAXIMUM
36"
ADJ. SH.
ADJ. SH.
ADJ. SH.
ADJ. SH.
ADJ. SH.
MAXIMUM
HEAVY DUTY STANDARDS AND
BRACKETS PER SECTION 06402,
ANCHOR TO STUDS OR BLOCKING
(5) 16" DEEP PLASTIC
LAMINATE SHELVES
ANCHORED TO HEAVY DUTY
STANDARDS AND BRACKETS
PER SECTION 0640264"CLOSET ROD/SHELF SUPPORT
BRACKET AT 24" O.C. MAXIMUM
ON 1x3 CLEAT (PAINTED)
1 1/4" DIAMETER PINE
CLOTHES POLE
(UNPAINTED) SCREWED TO
BRACKETS WITH POLE
SOCKETS AT EACH END
3/4" WHITE MELAMINE SHELVING
WITH VINYL EDGE; SCREW TO
SHELF SUPPORT
1 x 3 CLEAT AT
ENDS AND
BACK -
PAINTED, EASE
ALL EDGES
FIRE-RATED EXTINGUISHER
CABINET (FEC), SEE SECTION 10522 SEE FLOOR PLANS
FOR WALL TYPE
VERIFY ROUGH OPENING WITH
MANUFACTURER'S CURRENT
WRITTEN INSTALLATION DOCUMENTS
CONTINUOUS 1/2" x 1-1/2"
DRYWALL FILLER FOUR SIDES
22" x 36" INSULATED FIRE RATED ACCESS
PANEL PER SECTION 08311 (MINIMUM 1 HOUR
FIRE RATING FOR CEILING INSTALLATION)CEILING MEMBRANE
VARIES -SEE SECTIONS
1/2" DRYWALL FILLER
ALL SIDES OF OPENING
EXISTING CONCRETE
METAL PAN WITH
METAL EDGE
W12X16
EXISTING OPENING FIELD VERIFY SIZE
ALTERNATE NOSING
DETAIL WITHOUT CARPET
1-1/8" FIR TREAD WITH
BULLNOSE NOSING
3/4" PINE RISER
1x PINE STRINGER BETWEEN
DRYWALL AND CARRIAGE
INSTALL 5/8" DRYWALL
TO UNDERSIDE OF STAIRS
AND LANDINGS CARPET PROFILE SEE
INTERIOR FINISH SCHEDULE
FOR LOCATIONS TO BE
INSTALLED
RADIUS 1/2"
MAXIMUM
PROVIDE PINE
BLOCKING
WIDTH OF STAIR SECTIONSSEE11"
3/4"
30°
3/4"
FIRE-RATED EXTINGUISHER
CABINET (FEC), SEE
SECTION 10522
CHAIR RAIL, CUT BACK
45° AT CABINET, SAND
SMOOTH AND PAINT
INDICATES DIMENSION TO
BOTTOM SHELF OF FIRE
EXTINGUISHER CABINET -
VERIFY WITH ACTUAL
EXTINGUISHER INSTALLED
(SEE NOTE ABOVE)30" **17
AT400
CHAIR RAIL, CUT BACK
45° AT CABINET, SAND
SMOOTH AND PAINT
SEE DETAIL ABOVE
CAULK
48" MAXIMUM PER ADAINSTALL 2 x 4 WOOD CLEATS /
BLOCKING ALL SIDES
SEE INTERIOR ELEVATIONS
FOR MATERIAL TYPE OF
TOP, APRON AND SPLASHES
CONTINUOUS CAULK AT TOP OF SPLASHES
34 TO RIM OF SINK24"28"4"RAKKS EH-1818FM COUNTER SUPPORT
BRACKET OR PRE-APPROVED EQUAL,
INSTALL TO DOUBLE WOOD STUDS WITH
MANUFACTURER MOUNTING HARDWARE
AND PER CURRENT WRITTEN INSTRUCTIONS
INSULATE WATER AND
DRAIN PIPING PER
SECTION 15410
INSTALL WOOD BLOCKING
TO SUPPORT BRACKET WITH
(3) 1/4" DIAMETER LAG
SCREWS WITH WASHERS
1"
FRONT
APRON
SIDE APRON ON
2 x 4 BLOCKING
(AT OPEN SIDE)
SEE FLOOR PLANS
FOR WALL TYPE
2 x 4 BLOCKING FULL
WIDTH, SCREW TO SIDE
BLOCKING AND CLEAT
2A
AT400
2B
AT400
PLAN DETAIL AT CORNER
OPEN
END
EASED EDGES
TYPICAL
SEE INTERIOR ELEVATIONS
FOR MATERIAL TYPE OF
TOP, APRON AND SPLASHES
2
4
2
41"
32"
INDICATES TILE ON
DRYWALL
SIDESPLASH
BACKSPLASH IN
BACKGROUND
INSTALL WOOD BLOCKING
TO SIDE OF BRACKET
(RAKKS EH-1818FM ) WITH
(3) 1/4" DIAMETER LAG
SCREWS WITH WASHERSSIDE APRON FRONTR 1 1/2"4"1"1"CONTINUOUS CAULK
AT TOP OF SPLASHES
INSTALL 2 x 4 WOOD
CLEATS / BLOCKING
ALL SIDES
INSTALL 2 x 4 WOOD CLEATS / BLOCKING
TWO SIDES AND BACK WALL
SEE INTERIOR ELEVATIONS FOR MATERIAL
TYPE OF TOP, APRON AND SPLASHES
CONTINUOUS CAULK AT TOP OF SPLASHES
34 TO RIM OF SINK24"28"4"RAKKS "EHV" -VANITY SUPPORT BRACKET
(EH-1818-LV) OR PRE-APPROVED EQUAL,
INSTALL TO DOUBLE WOOD STUDS WITH A
MINIMUM OF FOUR (4) 1/4" x 4" LAG SCREWS
WITH WASHERS AND PER CURRENT WRITTEN
INSTRUCTIONS
INSTALL WOOD BLOCKING TO VANITY
SUPPORT BRACKET WITH (3) 1/4"
DIAMETER LAG SCREWS WITH WASHERS
FRONT
APRON
SEE FLOOR PLANS FOR WALL TYPE
REMOVABLE DECORATIVE
WOOD PANEL (SEE I.D.) ON
FACTORY BLOCKING AND
WOOD CLEAT ON WALL 12"DECORATIVE WOOD PANEL (OPEN SIDE) ON
5/8" BLOCKING SECURED TO THE VERTICAL
AND ANGLED BRACKETS WITH (3) #12 x 3/4"
PAN HEAD SCREWS EACH BRACKET
TILE ON WALL TO UNDERSIDE OF BRACKET
TILE ON WALL TO TOP OF SPLASHES
1 x 4 WOOD BLOCKING
FULL WIDTH (REMOVE
FACTORY BLOCKING)
4
AT400
PLAN DETAIL AT CORNER
OPEN
END
EASED EDGES
TYPICAL
SEE INTERIOR ELEVATIONS
FOR MATERIAL TYPE OF
TOP, APRON AND SPLASHES
2
4
2
41"
INDICATES TILE ON
DRYWALL
SIDESPLASH
BACKSPLASH IN
BACKGROUND
SIDE APRON FRONTR 1 1/2"4"1"1" 32"
INSTALL 5/8" WOOD BLOCKING TO SIDES
OF THE VERTICAL AND ANGLED BRACKETS
WITH (3) #12 x 3/4" PAN HEAD SCREWS EACH
RAKKS "EHV" -VANITY SUPPORT BRACKET
(EH-1818-LV) OR PRE-APPROVED EQUAL, INSTALL
TO DOUBLE WOOD STUDS WITH A MINIMUM OF
FOUR (4) 1/4" x 4" LAG SCREWS WITH WASHERS
AND PER CURRENT WRITTEN INSTRUCTIONS
INSTALL WOOD BLOCKING TO
VANITY SUPPORT BRACKET WITH
(3) 1/4" DIAMETER LAG SCREWS
WITH WASHERS
DECORATIVE WOOD SIDE PANEL
(MATCH PROFILE OF ANGLED PANEL)
SECURED TO 5/8" WOOD BLOCKING;
NOTCH OUT AT BRACKET AS REQUIRED
(SEE I.D. FOR ADDITIONAL INFO)
WALL TILE
CONTINUOUS CAULK
AT TOP OF SPLASHES
INSTALL 2 x 4 WOOD
CLEATS / BLOCKING TWO
SIDES AND BACK WALL
EXISTING STEEL COLUMN
2x BLOCKING
3/4" KERDI-BOARD-V
BACKER BOARD
BOND COATING
GLASS WALL TILE
ø
1
6
"
EXISTING STEEL COLUMN
2x BLOCKING
ø
1
6
"
1/4" FLEXIBLE GYPSUM
2-1/2" x 1/2"
STEEL SIDE RAILS
3/4" STEEL BAR
RUNGS AT 12" O.C.
2-1/2" x 1/4" BENT
STEEL STAND OFF AT
5'-0" O.C. MAXIMUM
PROVIDE BLOCKING
AS REQUIRED
AT CONCRETE SLAB ONLY, PROVIDE
4" x 4" x 1/4" ANGLE AT BOTTOM OF
EACH SIDE RAIL WITH 1/2" DIAMETER
SCREWS SET INTO CONCRETE
FLOOR LINE 10-14"INSTALL BLOCKING
AS REQUIRED
EXISTING CONCRETE ON
METAL PAN WITH METAL EDGE
EXISTING STEEL BEAM
EXISTING OPENING
FIELD VERIFY SIZE
12" O.C.7"
5/8" ACOUSTIC DRYWALL ON A
SUSPENSTION SYSTEM
3-5/8" 20 GAUGE
METAL FRAMING
5/8" DRYWALL RETURNS
1"BASE -SEE INTERIOR
DRAWINGS
2x6 WOOD BLOCKING
GUARDRAIL -ORNAMENTAL
DESIGN BY INTERIORS
EXISTING CONCRETE
FLOOR
1X8 WOOD TRIM
5/4X10 WOOD TRIM
Level 3
100' -0"
1st floor -rcp
100' -0 1/4"
Level 3
100' -0"
1st floor -rcp
100' -0 1/4"
WOOD BLOCKING
CUSTOM ACCESS PANEL BY MANUFACTURER
REMOVABLE 24"x32" (MIN.)
ACCESS PANEL DOOR BY MANUFACTURER
ACCESS HOLE FOR
SCREWDRIVER
LATCH
EDGE/END OF PLANK TO BE IN LINE
WITH OVERALL FIELD RHYTHM, DO NOT
RIP CUT PLANKS
WOOD PLANKS ATTACHED TO
ACCESS PANEL. SEE INTERIOR
DRAWINGS FOR FINISH
PENNY
ROUND TILE,
SEE INTERIOR
DRAWINGS
METAL-WRAPPED BASE,
SEE INTERIOR DRAWINGS
11
AT400
METAL-WRAPPED CAP,
SEE INTERIOR DRAWINGS
20
AT400 10'-0"1'-4"5 5/8"5 5/8"METAL-
WRAPPED BASE,
SEE INTERIOR
DRAWINGS
5 5/8"2X BLOCKING
3/4" KERDI-BOARD-V BACKER BOARD
BOND COATING
GLASS WALL TILE
STEEL COLUMN
2X BLOCKING
1'-4"
METAL-WRAPPED BASE, SEE
INTERIOR DRAWINGS
2X WOOD STUD
2X WOOD BLOCKING
WOOD DOOR PANEL
DECORATIVE WALL
COVERING
WOOD DOOR FRAME
PLASTIC LAMINATE
SURFACE AS INFILL
DUMBWAITER BY MANUF.
CAULK
DRYWALL
DRYWALL
2X BLOCKING
FIRE RATED GLASS
SEALANT
CORRIDOR 111
SIDE
SEALANT
DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
PROJECT
SHEET PRINTED ON:FILE PATH:REVISIONS
8/9/2021 10:33:24 AMBIM 360://200801-Fleet Coleman Remodel/200801_Architectural_R20.rvt6 AUG 2021
200801
AT400TYPICAL DETAILS Atlantic BeachFleet LandingColeman RemodelFloridaTYPICAL
AT400
VANITY EDGE2A
AT PLASTIC LAMINATE
WITH RAKKS INSIDE WALL MOUNT COUNTER SUPPORT BRACKET
AT400
STORAGE SHELVING
5 HEAVY DUTY STANDARDS AND BRACKETS
AT400
CLOSET SHELF
3" = 1'-0" LINEN SHELVES SIMILAR
6
AT400
FIRE EXTINGUISHER CABINET
1 1/2" = 1'-0" SIMILAR AT ELECTRICAL PANELS/OTHER PANELS RECESSED IN WALLS
8
AT400
ATTIC ACCESS PANEL
1 1/2" = 1'-0"
10
AT400
STAIR NOSING DETAIL9
N.T.S.
AT400
FEC TYPICAL ELEVATION7
SEE PLANS FOR FIRE EXTINGUISHER CABINET TYPE (FEC #)
AT400
VANITY SUPPORT1
VANITY WITH OPEN KNEE SPACE
WITH RAKKS INSIDE WALL MOUNT COUNTER SUPPORT BRACKET
AT400
VANITY EDGE2B
AT GRANITE (MOLDED MARBLE AND SOLID SURFACE SIMILAR)
WITH RAKKS INSIDE WALL MOUNT COUNTER SUPPORT BRACKET
AT400
VANITY SUPPORT3
VANITY WITH DECORATIVE PANELS
AT400
VANITY EDGE4
AT GRANITE (MOLDED MARBLE AND SOLID SURFACE SIMILAR)
VANITY WITH DECORATIVE PANELS
NO. DATE DESCRIPTION
AT400
16" ROUND COLUMN11
WITH DECORATIVE TILE
AT400
16" ROUND COLUMN12
AT400
MECHANICAL MEZZANINE ACCESS15
3/4" = 1'-0"
AT400
BALCONY RETURN16
AT400
GUARDRAIL17
AT400
LIGHT TROUGH13
AT400
SECOND FLOOR DETAIL14
AT400
ACCESS PANEL18
AT400
16" ROUND COLUMN
1 1/2" = 1'-0" WITH DECORATIVE TILE
19
AT400
16" ROUND COLUMN
1 1/2" = 1'-0"
21
AT400
16" ROUND COLUMN20
WITH DECORATIVE TILE
AT400
DUMBWAITER INFILL
1 1/2" = 1'-0"
22
AT400
INTERIOR WINDOW
1 1/2" = 1'-0"
23