A7-1 Furniture Plan

Transcription

A7-1 Furniture Plan

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BECK CHEVROLET BUICK GMC
F
Facility Image Renovations
1601 REID ST.
PALATKA, FL 32177-3146
E
PERMIT DOCUMENTS - 12/08/2011
rev 12/08/2011
D
PROJECT NOTES:
INDEX OF DRAWINGS
GENERAL
CVR
Cover & Notes
LS-1
Life Safety & Code
C
PROJECT LOCATION
CIVIL
C1.0
C2.0
Civil Demolition Plan
Civil Site Plan
EXISTING CONDITIONS
EX-1
Existing Conditions Plans
EX-2
Existing Conditions Elevations
EX-3
Existing Conditions Sections
ARCHITECTURAL
D-1
Demolition Plan
D-2
Demolition Elevations & Details
A1-1
Floor Plan
A1-2
Floor and Wall Finish Plan
A1-3
Reflected Ceiling Plan
A1-4
Insulation Plan and Roof Plan
A2-1
Exterior Elevations
A3-1
Building Sections
A3-2
Wall Sections
A3-3
Wall Sections
A3-4
Wall Sections
A3-5
Details
A4-1
Interior Elevations, Details
A5-1
Millwork Details
A6-1
Door & Window Elevations
A6-2
Door & Window Details
A7-1
Furniture Plan
B
STRUCTURAL
S1.01
Structural Notes and Schedules
S1.02
Typical Foundation Details
S1.03
Typical Structural Details
S2.01
Foundation Plan
S3.01
Roof Framing Plan
Project Identification:
at 1601 REID ST. PALATKA, FL 32177-3146
for BECK CHEVROLET BUICK GMC
Project Location:
1601 REID ST.
PALATKA, FL 32177-3146
Date:
BUILDING SYSTEMS
M-1
Mechanical Equipment Schedule, Notes, Legend
M-2
Mechanical Floor Plan - Demolition & Detail
M-3
Mechanical Floor Plan
P-1
P-2
P-3
E-1
E-2
E-3
E-4
Plumbing Schedule, Notes, Legend, Details
Plumbing Floor Plan - Demolition
Enlarged Plumbing Floor Plan
Electrical Legend, Notes Abbreviations
Electrical Legend, Notes - Demolition
Electrical Legend, Notes - Lighting
Electrical Floor Plan - Power & Systems
S-T-R: 12-9-19
Rev:
Tax Parcel ID: 14584-000-000
Date: 00/00/00
Owner:
St Johns Chevrolet-Buick-Pontiac-OldmobileGMC LCC. Break Sloan, General Manager
1601 REID ST, PALATKA, FL 32177-3146
Architect:
Stephen D. Bender, AR94748, LEED AP
& MW BENDER ARCHITECTURE, LLC.
FL LIC# AA26001823
2631 NW 41st Street, Suite E-2
Gainesville, FL 32606
352-682-4986 p
866-317-2322 f
[email protected]
http://mwbender.com/
Design info:
Basic Wind Speed = 110 mph
Enclosure Category = Fully enclosed
Exposure Category = B
Importance Factor = 1.0
Interior Pressure Coefficients = +0.18 / -0.18
See structural drawings for live and dead loads,
components and cladding, etc
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
Enterprise Name: PALATKA CGB, LCC
BAC #: 185162
Client Name:
Consultants:
Wayland Structural Engineering, Inc.
Campbell Engineering of North Florida, Inc.
Bob Harris Design
GM Facility Image Identification:
BAC #:
Enterprise
Name:
185162
PALATKA CBG, LLC
Gensler #:
53.9300.472
4.0
DID Version:
A
Rev:
stephen bender, RA, LEEDAP
4011 NW 43ST Street, STE B
GAINESVILLE, FL 32606
v 352-682-4986 f 866-317-2322
Upon acceptance into contract documents this drawing
[email protected] supercedes all previous drawings to which it refers.
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
1
SITE LOCATION
Scale:
1
: as noted
Sheet Description:
N.T.S.
Cover & Notes
Sheet Number:
CVR
(C) 2011 MW Bender Architecture, LCC
1
2
3
4
5
6
WORK AREA
WORK AREA
EXIT 1
38
7.5"
114"
F
SALES
OFFICE
SALES
OFFICE
EXIT 5
7
1.3"
80"
002
003
AREA: 73 SF
OCC:
AREA: 147 SF
OCC:
F.E.
SALES
OFFICE
004
AREA: 73 SF
OCC:
TOOL ROOM
T.D. = 97'
032
AREA: 156 SF
OCC:
PARTS
INVENTORY
TECHNICIAN
LOCKER/
RESTROOM
IT
006
AREA: 28 SF
OCC:
029
AREA: 2753 SF
OCC:
031
LEGEND OF SYMBOLS - LIFESAFETY
SALES
OFFICE
005
EXIT/STAIR NUMBER
MUMBER OF OCCUPANTS EXITING
EGRESS WIDTH REQ'D. - FBC TABLE 1004
EGRESS WIDTH PROVIDED
EXIT 4
218
32.70"
36"
AREA: 73 SF
OCC:
TECHNICIAN
LOCKER/
RESTROOM
E
CONFERENCE/
TRAINING/
BREAK
030
007
AREA: 25 SF
OCC:
008
AREA: 330 SF
OCC:
680 SF/49
001
AREA: 3979 SF
OCC:
ROOM NAME
ROOM NUMBER
SQUARE FOOTAGE OF ROOM/
EGRESS OCCUPANCY NFPA 101 TABLE 7.3.3.1, FBC TABLE 1004
2 HR FIRE RATED SEPARATION
EGRESS PATH EXIT
FINANCE
OFFICE
028
EGRESS PATH DIRECTION
FIRE EXTINGUISHER LOCATION
009
AREA: 93 SF
OCC:
PARTS SALES
024
SALES
OFFICE
SALES
OFFICE
SALES
OFFICE
016
015
014
AREA: 80 SF
OCC:
AREA: 204 SF
OCC:
F.E.
SERVICE
SALES FLOOR
AREA: 67 SF
OCC:
FILE
STORAGE
AREA
EXIT 4
7
1.3"
36"
SALES
OFFICE
T.D. = 122'
AREA: 25 SF
OCC:
AREA: 80 SF
OCC:
SALES
OFFICE
SALES
OFFICE
013
012
AREA: 80 SF
OCC:
AREA: 80 SF
OCC:
AREA: 107 SF
OCC:
F.E.
KEYS
011
FIRE HOSE CABINET/FIRE DEPARTMENT
CONNECTION
AREA: 12 SF
OCC:
AREA: 80 SF
OCC:
JANITOR
T.D. = 100'
RETAIL PARTS
DISPLAY
AREA: 14 SF
OCC:
HALL
ELECTRICAL ROOM
EMERGENCY ELECTRICAL ROOM
ELEVATOR MACHINE ROOM
E
EE
EMR
010
017
TOTAL DISTANCE TO EXIT
T.D. =
AREA: 280 SF
OCC:
023
033
WOMENS
AREA: 127 SF
OCC:
AREA: 1440391 SF
OCC:
CASIER
025
D
AREA: 105 SF
OCC:
TOTAL OCCUPANCY OF
AFFECTED EGRESS
AREAS
019
REFRESHMENTS/
HOSPITALITY
AREA
022
DEALERS
OFFICE
021
AREA: 157 SF
OCC:
RR
HALL
034
as calculated on a per space basis
135
018
AREA: 39 SF
OCC:
AREA: 101 SF
OCC:
AREA: 311 SF
OCC:
GSF
TOTAL EGRESS AFFECTED
AREA SF
TOTAL WORK AREA SF
MENS
AREA: 435 SF
OCC:
020
AREA: 160 SF
OCC:
SERVICE
MANAGER
EXIT ACCESS
EXIT 2
61
12.2"
80"
026
AREA: 117 SF
OCC:
EXIT ZONE A
EXIT ZONE B
EXIT ZONE C
10290
Occupancy Calculated by GSF
102.9
8130
OCCUPANTS EXITS per ZONE
75
13
47
2
2
2
OCCUPANTS
per EXIT
37.5
6.5
23.5
WORK AREA
SERVICE
WRITERS
OFFICE
EXITS
1
2
3
4
5
027
AREA: 278 SF
OCC:
F.E.
existing egress door maintained
OCCUPANTS INCHES OF
per EXIT
WIDTH REQ'D
38
8
61
12
5
24
7
1
7
1
EXIT 3
24
4.7"
36"
C
Rev:
ROOM NAME
MARK
001
SHOWROOM/SALES FLOOR
002
SALES OFFICE
003
SALES OFFICE
004
SALES OFFICE
005
SALES OFFICE
006
IT
007
CONFERENCE/TRAINING/BREAK
008
SALES OFFICE
009
F&I OFFICE
010
JANITOR
011
KEYS
018
HALL
019
WOMEN'S RESTROOM
020
MEN'S RESTROOM
EXIT ZONE A
A
WORK AREA
B
3979
73
147
73
73
28
330
67
107
14
12
101
157
160
OCCUPANY/
sf
100
100
100
100
100
300
15
100
100
300
300
100
100
100
OCCUPANCY
per SPACE
40
1
2
1
1
0
22
1
2
0
0
1
2
2
75
Date:
Rev:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
Client Name:
1
LIFE SAFETY PLAN
3/32" = 1'-0"
CODE NOTES:
SUMMARY OF WORK:
In general, the work consists of selective renovations to 8200 square feet (32%) of an existing 25,800 sf pre-engineered
metal building construction plus an addition of 2300sf in the form of a service delivery and new car canopy.
Specifically: Renovations to 4900sf of existing interior space include changes to layout, new finishes and new
mechanical systems, new lighting, renovation of men's and women's restrooms. Enclosure and improvement to
additional 4100sf existing covered showroom including new storefront and entrance doors, new finishes, new
HVAC, new lighting. Facade improvements and new "entry elements" (ACM panel facades and
structure/substructure); access and accessibility improvements (new stairs, ramps and railings).
2010
2007 FLORIDA BUILDING CODE: EXISTING BUILDING, INCLUDING 2009 SUPPLEMENT
A
square feet
Renovations and additions are designed to comply with 2007 Florida Building Code: Existing Building, Chapter 3 Prescriptive Compliance Method. There is no proposed change of occupancy. Additions or alterations of the
building are deisgned to comply with the requirements of the Florida Building Code, Building, for new
construction. Portions of the structure not altered and not affected by the alteration are not required to comply
with the code requirements for a new structure.
2010
2007 FLORIDA BUILDING CODE: BUILDING, INCLUDING 2009 SUPPLEMENT
REQUIRED SEPARATION OF OCCUPANCIES (HOURS) - TABLE 508.3.3
Occupancy Bb, F-1; no separation required. Existing Building does not require separation.
MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT - TABLE 1004.1.1
Business areas: 100 gross
Industrial areas: 100 gross
Storage, stock, shipping areas: 300 gross
EGRESS WIDTH PER OCCUPANT SERVED - TABLE 1005.1
Egress components; 0.2 inches per occupant
EMERGENCY LIGHTING REQUIREMENTS - TABLE 1006
Total Occupancy based on GSF of Business Area is 135 occupants. No emergency lighting required.
Mixed occupancy, Nonseparated:
1006.1.1 Illumination of means of egress is provided.
Factory Industrial F-1 Moderate-hazard Occupancy. No alterations in the area of this occupancy.
1006.3 Exit signs. Exits shall be marked by an approved sign readily visible from any direction of exit access. Exception:
Main exterior exit doors that obviously and clearly are identifiable as exits.
Existing Building CONSTRUCTION TYPE is Type III-B.
Common path of egress travel - 1014.3. The common path of egress travel does not exceed 75 feet.
CORRIDOR FIRE-RESISTANCE RATING - TABLE 1017.1
B, F corridors serving greater than 30 occupants, without sprinkler system 1 hour.
Actual corridors serve less than 30 occupants.
1017.2 Corridor width. The minimum corridor width is greater than 44 inches.
1017.3 Dead ends. There are no dead ends corridors more than 20 feet in length.
MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD - TABLE 1019.1
OCCUPANT LOAD of 1-500 persons per story, MINIMUM NUMBER OF EXITS, 2 per story. 5 exits provided.
Renovated buildings is designed to meet the efficiencies listed
on Form 400B for components being changed or complies with the envelope or systems criteria in Method B of
EnergyGauge Summit-Fla/Com for the components being changed.
029
024
B
PARTS INVENTORY
PARTS SALES
EXIT ZONE B
2990
204
300
100
10
3
13
012
013
014
015
016
017
021
80
80
80
80
80
280
311
100
100
100
100
100
100
100
1
1
1
1
1
3
4
022
023
025
026
C
SALES OFFICE
SALES OFFICE
SALES OFFICE
SALES OFFICE
SALES OFFICE
HALL
GENERAL MANAGER OFFICE
REFRESHMENTS & HOSPITALITY
AREA
RETAIL PARTS DISPLAY
CASHIER
SERVICE MANAGER
EXIT ZONE C
435
127
105
117
15
100
100
100
29
2
2
2
47
028
FILE STORAGE
NIC
300
existing egress
030
TECH/ R.R./ LOCKER
NIC
300
existing egress
Sheet Size: D
031
TECH/ R.R./ LOCKER
NIC
300
existing egress
Sheet Description:
033
SERVICE BAYS
NIC
300
existing egress
034
035
036
RR
SERVICE LANE
NEW CAR DELIVERY
NIC
EXTERIOR
EXTERIOR
300
existing egress
Consultants:
Bob Harris Design
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Scale:
1
: as noted
Life Safety & Code
NA
NA
Sheet Number:
ALLOWABLE HEIGHT AND BUILDING AREAS - TABLE 503
EXIT ACCESS TRAVEL DISTANCE WITHOUT SPRINKLER SYSTEM - TABLE 1016.1: F-1 & B, 200 feet. Actual travel distance < 200
feet.
LS-1
1
2
3
211'-4"
55'-0"
14'-4"
4
AS
BE PHA
LO LT
W 8"
FF
18'-5"
6'-4"
5
6
WALL LEGEND
EXISTING CMU WALL
EXTERIOR WALLS 10' A.F.F.
INTERIOR WALLS 8' UNO (SEE 8/EX)
"
18
T
L
A FF
PH W
S
A LO
BE
44'-4"
10'-6"
"
24
K
L
A
W FF
E
D W
SI ELO
B
F
EXISTING CMU WALL WITH BRICK VENEER
EXISTING LGMF WALL
KEYED NOTES
E01
E08
20'-7"
19'-11"
STOR.
E02
E03
E04
E05
E06
E07
E08
E09
E10
E11
SALES
MGR.
STOR.
E12
SALES
SPECIAL
TOOLS
E09
16'-0"
E10
44'-10"
PARTS
STORAGE
E10
SALES
E11
GENERAL NOTES:
E09
T.
E
E12
"
24
K
L
A
W FF
DE OW
I
S EL
B
E03
E02
BREAK
ROOM
T.
SALES
COVERED
DISPLAY
AREA
37'-2"
E09
4
80'-2"
E08
E07
16'-2"
MULTI-USE
27'-5"
14'-9"
9'-11"
23'-2"
4'-0"
E11
6'-3"
E01
E11
E09
SALES
AREA
10'-9"
E08
F&I
RETAIL
PARTS
OFFICE
E09
E08
E08
LOCATION OF EXISTING TELEPHONE
EQUIPMENT
LOCATION OF EXISTING DATA EQUIPMENT
BRICK VENEER
PAINTED STUCCO ON BLOCK
EIFS
RIBBED METAL WALL PANELS
TERRAZZO FLOORING
CARPET FLOORING
CERAMIC TILE FLOORING
CONCRETE FLOORING
DASHED LINE INDICATES MECHANICAL
MEZZANINE ABOVE
CMU WALL HEIGHT FOLLOWS SLOPE OF ROOF
ABOVE
EX3.0
EX-1 Existing Conditions Plans
These drawings contain general information about the
configuration of the existing building and it's
construction. They have been made using direct
observation of the conditions however, they are not
as-built documents.
EX-2 Existing Conditions Elevations
as-built documents.
EX-3 Existing Conditions Sections
as-built documents.
E03
D
HALL
E09
11'-8"
6'-4"
18'-11"
4'-8"
6'-2"
E11
6'-10"
E09
16'-8"
4'-3"
11'-11"
SERVICE
WOMEN
E10
E12
E09
17'-9"
14'-11"
SERVICE
MGR.
E09
E01
DEALER
J
E08
SALES
MGR.
E08
MEN
E09
E11
13'-3"
CASHIER
E08
VEND
AS
BE PHA
LO LT
W
FF 8 "
E09
24'-0"
C
AS
BE PHA
LO LT
W
FF 24"
AS
BE PHA
LO LT
W
FF 12"
13'-3"
Rev:
CUSTOMER
LOUNGE
SALES
MGR
Date:
E11
Rev:
E09
Date: 00/00/00
Rev:
AS
BE PHA
LO LT
W
FF 8"
Description:
Date: 00/00/00
50'-9"
Rev:
47'-10"
Description:
Date: 00/00/00
1
2
3
EX3.0
EX3.0
EX3.0
B
Project Title:
BAC #: 185162
Client Name:
Consultants:
COVERED
SERVICE
AREA
COVERED
SERVICE
AREA
Bob Harris Design
v 352-682-4986 f 866-317-2322
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Existing Conditions Plans
1
EXISTING CONDITIONS PLAN
1/8" = 1'-0"
Sheet Number:
EX-1
1
2
3
4
5
6
F
E06
E06
E04
E05
CHEVROLET
BUICK
E
1
EXISTING EAST ELEVATION
1/8" = 1'-0"
E05
D
BUICK
2
E04
E06
CHEVROLET
EXISTING WEST ELEVATION
1/8" = 1'-0"
E05
E06
E04
E05
E04
KEYED NOTES
E01
BECK CHEVROLET
C
BUICK
GMC
E02
E03
E04
E05
E06
E07
E08
E09
E10
E11
LOCATION OF EXISTING TELEPHONE
EQUIPMENT
LOCATION OF EXISTING DATA EQUIPMENT
BRICK VENEER
PAINTED STUCCO ON BLOCK
EIFS
RIBBED METAL WALL PANELS
TERRAZZO FLOORING
CARPET FLOORING
CERAMIC TILE FLOORING
CONCRETE FLOORING
DASHED LINE INDICATES MECHANICAL
Rev:
Date:
Rev:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
3
Rev:
EXISTING NORTH ELEVATION
Description:
1/8" = 1'-0"
Date: 00/00/00
Project Title:
E06
B
E06
E05
BAC #: 185162
Client Name:
Consultants:
Bob Harris Design
4
A
EXISTING SOUTH ELEVATION
1/8" = 1'-0"
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Existing Conditions Elevations
Sheet Number:
EX-2
1
2
3
4
5
0'-91 2"
6
cont. metal coping
5/8" exterior gypsum
sheathing
0'-8"
5V-crimp backsheeting over plywood
sheathing
4" LGMF stud framing
4" LGMF kicker
4'-0"
2" polystyrene foam
with EIFS finish
residential gutter
F
12
2'-6"
1
0'-8"
2'-8"
PEMB girt
1'-0" +/-
0'-31 2"
E
6
6
EX3.0
sim to EX3.0
EIFS over lgmf
column cover beyond
0'-8"
3'-5"
1'-1"
EXISTING CROSS SECTION
1
3/16" = 1'-0"
D
5
EXISTING SECTION BY
COVERED DISPLAY
6
1/2" = 1'-0"
EXISTING SECTION AT SERVICE
1/2" = 1'-0"
0'-91 2"
cont. metal coping
5V-crimp backsheeting over plywood
sheathing
galvanized metal
L4X2
roof panels
L2X2
6
EX3.0
CUSTOMER
LOUNGE
VENDING
HALL
F&I
PARTS
PARTS
0'-4"
1'-1"
4" LGMF stud
framing
2
EXISTING
2X8 PT
metal building
brace
8" metal building purlin
5/8" exterior
gypsum
sheathing
3/16" = 1'-0"
C
metal building frame
2" polystyrene
foam with EIFS
finish
Rev:
Date:
8'-0"
Rev:
1'-0"
5
5
EX3.0
sim to EX3.0
Date: 00/00/00
Rev:
1'-3"
EXISTING
CMU
WALL
EIFS over LGMF
column cover beyond
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
3
3/16" = 1'-0"
7
EXISTING SECTION BY
COVERED DISPLAY
1/2" = 1'-0"
8
EXISTING CMU PARTITION Client Name:
St Johns Chevrolet-Buick-Pontiac-OldmobileWALL SECTION (TYP)
GMC LCC. Break Sloan, General Manager
1/2" = 1'-0"
7
EX3.0
Consultants:
Bob Harris Design
mechanical
mezzanine
beyond
suspended
acoustical tile
ceiling
v 352-682-4986 f 866-317-2322
A
HALL
8'-0"
8'-0"
SERVICE
SALES
COVERED
DISPLAY AREA
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Existing Conditions Sections
4
EXISTING TRANSVERSE SECTION
3/16" = 1'-0"
Sheet Number:
EX-3
1
2
3
AS
BE PHA
LO LT
W 8"
FF
REMOVE EXISTING AIR
CONDITIONING EQUIPMENT - SEE
MECHANICAL DEMOLITION PLAN
211'-4"
14'-4"
56'-9"
16'-8"
6'-4"
10'-6"
4
5
6
REMOVE CONCRETE RAMP
GENERAL NOTES:
"
18
44'-4" LT F
A F
PH W
S
O
A EL
B
1.
4"
2
K
AL FF
W
DE W
SI ELO
B
2.
F
3.
STOR.
5.
6.
20'-7"
19'-11"
STOR.
4.
SALES
MGR.
7.
SPECIAL
TOOLS
SALES
REMOVE EXISTING AIR
CONDITIONING EQUIPMENT - SEE
MECHANICAL DEMOLITION PLAN
44'-10"
16'-0"
PARTS
STORAGE
"
24
K
AL F
W F
E
PROTECT ADJACENT
W
D
SI ELO
FLDOT RIGHT OF
B
WAY. PROVIDE
TEMPORARY FENCE
WITH VISUAL
SCREENING.
REMOVE LIGHT GAUGE
PARTITIONS, DOORS, BORROWED
LIGHTS, ELECTRICAL AND ALL
ASSOCIATED CONSTRUCTION
SALES
T.
E
COORDINATE REMOVAL OF DATA EQUIPMENT
WITH OWNERS' IT ADMINISTRATOR, MR. ANTHONY
SARGENT ([email protected])
BREAK
ROOM
REMOVE EXISTING
ALUMINUM
STOREFRONT
T.
SALES
10.
16'-2"
F&I
OFFICE
6'-2"
6'-10"
RETAIL
PARTS
11'-8"
6'-4"
18'-11"
16'-8"
SERVICE AREA REMAINS IN OPERATION
THROUGHOUT CONSTRUCTION. PROVIDE
ADEQUATE SEPARATION BETWEEN THE WORK
AND THE OWNER'S STAFF AND CLIENTS.
MECHANICAL MEZZANINE TO
BE DEMOLISHED IN AREA
INDICATED BY DASHED LINE
4'-3"
11'-11"
17'-9"
DEALER
SALES
MGR.
J
MEN
REMOVE CONCRETE
STAIR AND
ALUMINUM
HANDRAILS
14.
Roof - maintain existing roof and maintain watertight structure
throughout demolition. Care shall be taken during removal of
exterior finishes that come into contact with existing flashing
and gutters. Provide protection for existing roofing where
conducting adjacent work. Roofing damaged by the
contractor due to his negligence shall be replaced at his
expense.
Contractor shall be responsible for security of premises during
demolition. Secure all openings during demolition.
SAW-CUT AND REMOVE SLAB TO DEMOLISH EXISTING
SANITARY PLUMBING AND REPLACE WITH NEW. AREA
OF DEMOLITION INDICATED IN THE DRAWINGS IS
DIAGRAMMATIC. COORDINATE ACTUAL EXTENT OF
DEMOLITION WITH NEW CONSTRUCTION - SEE
PLUMBING DRAWINGS
REMOVE EXISTING
WINDOW
REMOVE EIFS STUCCO
AND FOAM AT EACH
COLUMN, TYP.
7'-0"
14'-11"
4'-6"
19'-6"
CASHIER
13'-3"
REMOVE LIGHT
GAUGE FRAME
PARTITIONS WHERE
INDICATED WITH
DASHED LINE
DEMO
CONCRETE
IN HATCHED
AREA
WOMEN
SERVICE
MGR.
13.
SALES
AREA
REMOVE CMU
PARTITIONS IN
LOCATIONS
INDICATED (DASHED)
4'-8"
10'-9"
6'-3"
D
12.
9'-11"
23'-2"
4'-0"
14'-9"
5'-3"
27'-5"
11.
80'-2"
MECHANICAL MEZZANINE TO
BE DEMOLISHED IN AREA
INDICATED BY DASHED LINE
9.
COVERED
DISPLAY
AREA
37'-2"
MECHANICAL
MEZZANINE TO
REMAIN IN THIS
AREA
8.
The contractor shall be responsible for verifying all existing
conditions in the field prior to any demolition. Any
discrepancies relating to the drawings shall be reported to the
architect immediately.
Contractor shall be aware of selective demolition at any
sections of work by reviewing all details to determine what is to
be removed or to remain, and will be responsible for
replacement in-kind of all work inadvertently removed.
Coordinate demolition work with new architectural and
structural work. Perform demolition only after coming to a
complete understanding of construction that is to remain.
Execute all demolition work in an orderly and careful manner
with due consideration for areas to remain.
Protect any existing utility lines active or not.
Erect barricades and covers as necessary to protect
pedestrians, workmen, trees, and adjacent properties from
injury or damage. Erect barricades and covers as necessary
to contain dust. At exterior demolition, periodically sprinkle to
allay dust.
The demolition contractor shall be responsible for preserving
the integrity of all existing structural components and floor slabs
to remain. Any components that are damaged by the
demolition contractor due to his negligence shall be replaced
at his expense.
The contractor shall remove items to be demolished as
indicated on the drawings with care being taken not to
damage adjacent walls, ceilings, floors, finishes, and structural
framing scheduled to remain.
The contractor shall remove all existing interior surface
treatments indicated for demolition to their full height up to
structure, unless otherwise noted and/or detailed. Leave all
newly exposed and/or adjacent surfaces smooth and clean
for proper installation of new finishes.
All materials or items removed under this contract, which are
not salvaged or reused, shall become the property of the
contractor and shall be promptly removed from the site and
legally disposed of. Do not store such material or items on site
or permit debris to accumulate.
Upon completion of demolition work, the property and
adjacent areas must be left clear of all debris and restored to
the satisfaction of the architect and local authorities.
Refer to notes or references on drawings or other contract
documents for additional specific information or explanation
VEND
13'-3"
24'-0"
C
AS
BE PHA
LO LT
W
FF 8"
CUSTOMER
LOUNGE
REMOVE EXISTING
AIR CONDITIONING
EQUIPMENT - SEE
MECHANICAL
DEMOLITION PLAN
REMOVE
EXISTING
DOOR, FRAME
TO REMAIN
AS
BE PHA
LO LT
W
2
FF 4"
AS
BE PHA
LO LT
W
1
FF 2"
REMOVE EXISTING
WINDOW
REMOVE CONCRETE
CURB. COORDINATE
WITH NEW
CONSTRUCTION
REMOVE DOOR AND
FRAME
REMOVE CONCRETE
RAMP
SALES
MGR
Rev:
Date:
Rev:
Date: 00/00/00
Rev:
AS
BE PHA
LO LT
W
8
FF "
Description:
Date: 00/00/00
50'-9"
47'-10"
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
Client Name:
Consultants:
COVERED
SERVICE
AREA
COVERED
SERVICE
AREA
Bob Harris Design
v 352-682-4986 f 866-317-2322
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Demolition Plan
1
DEMOLITION PLAN
1/8" = 1'-0"
Sheet Number:
D-1
1
2
3
4
DEMOLISH EXISTING SERVICE
WRITER STATIONS AND CANOPY
5
REMOVE DOOR AND FRAME,
LANDING TO REMAIN
REMOVE DOOR AND
FRAME, CONCRETE
LANDING AND STAIR
REMOVE
WINDOW
6
REMOVE EIFS AND EXTERIOR
GYPSUM SHEATHING. LEAVE
STUDS CLEAR OF FASTENERS
REMOVE SIGNS AND
RETURN TO OWNER, TYP.
5
D-2
F
CHEVROLET
REMOVE GLAZING
AND STOREFRONT
1
REMOVE WINDOW
REMOVE WINDOW
DEMOLITION EAST ELEVATION
BUICK
SAW-CUT CMU MASONRY AND
DEMOLISH AREA INDICATED TO
PREPARE FOR NEW WINDOW
REMOVE EIFS SURFACES
AT EACH COLUMN,
FRAMING TO REMAIN
1/8" = 1'-0"
E
5
D-2
BUICK
REMOVE SIGNS AND
0'-91 2"
REMOVE DOOR
AND FRAME
CHEVROLET
4'-0"
remove EIFS and
exterior gypsum
sheathing. leave studs
clear of fasteners
1
REMOVE EIFS SURFACES
AT EACH COLUMN,
FRAMING TO REMAIN
D
2
REMOVE
WINDOW
12
REMOVE CONCRETE
LANDING AND STAIR
DEMOLITION WEST ELEVATION
1'-0"
1/8" = 1'-0"
REMOVE SIGNS AND
6
D-2
0'-31 2"
BECK CHEVROLET
BUICK
remove EIFS
surfaces at each
column, framing to
remain
GMC
3'-5"
C
3
DEMOLITION NORTH ELEVATION
1/8" = 1'-0"
REMOVE WINDOW
REMOVE GLAZING AND
STOREFRONT
REMOVE
WINDOW
Rev:
REMOVE EIFS
SURFACES AT EACH
COLUMN, FRAMING TO
REMAIN
Date:
Rev:
Date: 00/00/00
Rev:
5
Description:
Date: 00/00/00
DEMOLITION SECTION
Rev:
1/2" = 1'-0"
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
0'-91 2"
B
remove metal coping
remove 5V crimp backsheathing
4
DEMOLITION SOUTH ELEVATION
Client Name:
Consultants:
1/8" = 1'-0"
Bob Harris Design
0'-4"
1'-1"
remove EIFS and
exterior gypsum
sheathing. leave studs
clear of fasteners
v 352-682-4986 f 866-317-2322
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
1'-0"
1'-3"
Scale:
1
: as noted
Sheet Description:
Demolition Elevations & Details
6
DEMOLITION SECTION
1/2" = 1'-0"
Sheet Number:
D-2
2
3
4
1
GENERAL NOTES:
A3-1
A3-2
NEW 4" CONCRETE SLAB
FOR HVAC CU (SEE
MECHANICAL PLANS)
1
A3-5
2.
49'-0"
2'-0"
72'-9"
17'-6"
1
1.
PRE-ENGINEERED
ENTRY ELEMENT
211'-4"
14'-4"
6
2
1
A3-1
F
5
8'-1"
2'-0"
2'-0"
18'-0"
16'-11"
2'-2"
A3-5
3.
4
A3-5
9'-9"
D
DS
E
DS
F
4.
5.
3'-5"
A
DS
0'-11"
1
10'-5"
SALES
OFFICE
9'-6"
SALES
OFFICE
All elevations heights indicated are relative
from finish floor elevations.
Framing is dimensioned to the center of
partitions and openings. Masonry is
dimensioned to face of wall and edge of
opening.
All dimensions indicated 'clear' are to face of
interior finish.
Unless otherwise noted, door openings are 4"
from nearest wall.
See mechanical, plumbing and electrical
drawings for layout of mechanical, electrical
and communication rooms.
2
A3-5
2
20'-7"
A3-5
SIM
RELOCATE
DATA
EQUIPMENT
(BY OWNER)
SALES
OFFICE
SALES
OFFICE
KEYS
7'-11"+/-
21'-4"
8'-8"
DEALERS
OFFICE
RR
HALL
DS
I
A3-5
PROVIDE BLOCKING FASTENED
BETWEEN FRAMING, BEHIND
DRYWALL FOR MOUNTING MEDIA
WALL. COORDINATE LOCATION OF
POWER, DATA AND CABLE.
1
A3-2
1
A3-5
SIM
9'-9"
8'-0"
2'-2"
18'-0"
2'-0"
DS
H
SLOPE CONCRETE
DOWN 1:12
0"
4'-
1
B
Date:
2'-0"
Rev:
Date: 00/00/00
PIPE AND
TUBE
RAILINGS,
TYP.
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
A3-3
Project Title:
3'-4"
3'-4"
0'-9"
NEW CONCRETE
SHALL BE FLUSH
WITH ASPHALT,
TYP.
49'-0"
99'-1"
Rev:
O
SL
3
50'-1"
16'-11" TE
E 2
CR 1:1
N
N
CO OW
PE D
2'-0"
A3-2
25'-0"
A3-5
SIM
DS
PRE-ENGINEERED
ENTRY ELEMENT
SERVICE
WRITERS
OFFICE
1
0'-0"
3'-5"
J
3
24'-0"
13'-3"
5
A3-5
A
B
SERVICE
MANAGER
OFFICE
13'-7"
A4-1
5
A3-5
4'-0"
A4-1
3
FLUSH
TRANSITION
EQ.
8
3
A3-1
6'-10"
MENS
47'-11"
C
A4-1
SLOPE CONCRETE
DOWN 1/4" FOOT
NEW CASHIER PASS-THRU
WINDOW COUNTER
(MILLWORK) - GR1
10'-10"
2
8'-7"
A4-1
EQ.
9'-10"
5
CASHIER
JAN.
WOMENS
VENDING
REFRESHMENTS
/ HOSPITALITY
AREA
7'-11"+/-
8'-0"
HALL
24'-3"
17'-9"
11'-3"
10'-1"
11'-9"
RETAIL PARTS
DISPLAY
COUNTER
8'-0"
VENDING
SERVICE
8'-0"
2'-6"
6'-5"
7
A4-1
NEW PARTS COUNTER
(MILLWORK) - PL1
11'-5"
2'-0"
SALES
OFFICE
5'-11"
SALES
OFFICE
PARTS SALES
G
A4-1
FINANCE
OFFICE
SALES
OFFICE
RETAIL PARTS
DISPLAY
7'-7"
1
24'-6"
FILE
STORAGE
AREA
D
SALES FLOOR
SALES
OFFICE
CONFERENCE/
TRAINING/
BREAK
2
A3-3
3'-8"
31'-5"
LOCATION OF NEW SUB-PANELS,
SEE ELECTRICAL. MAINTAIN
CLEAR FLOOR SPACE AS
REQUIRED
10'-7"
6'-3"
23'-7"
TECHNICIAN
LOCKER /
RESTROOM
4'-9"
7'-7"
80'-2"
TECHNICIAN
LOCKER /
RESTROOM
73'-5"
PARTS
INVENTORY
SALES
OFFICE
E/IT
5'-9"
44'-2"
E
8'-6"
TOOL ROOM
4'-11"
3'-0"
7'-11"
8'-4"
SALES
OFFICE
BAC #: 185162
Client Name:
22'-0"
22'-0"
1
A3-4
SERVICE LANE
2
A3-4
44'-8"
2'-8"
44'-8"
2'-8"
NEW CONCRETE DRIVE WITH
APRONS, SEE CIVIL
DRAWINGS
13'-5"
13'-5"
NEW CAR
DELIVERY
6
A3-4
4
3'-4"
3'-4"
3'-4"
PROPOSED FLOOR PLAN
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
A3-4
1/8" = 1'-0"
Bob Harris Design
A3-4
A
1
Consultants:
3
36'-4"
5
A3-4
Scale:
1
: as noted
Sheet Description:
Floor Plan
3'-4"
Sheet Number:
A1-1
1
2
3
4
5
6
SALES
OFFICE
SALES
OFFICE
ACCENT COLOR
EM1
12'-0"
C1
C1
SALES
OFFICE
ACCENT COLOR
TOOL ROOM
4'-6"
F
C1
ACCENT COLOR
PARTS
INVENTORY
TECHNICIAN
LOCKER /
RESTROOM
TECHNICIAN
LOCKER /
RESTROOM
E/IT
SALES
OFFICE
VCT1
C1
EQ.
E
ACCENT COLOR
SALES FLOOR
SALES
OFFICE
192'-0"
CONFERENCE/
TRAINING/
BREAK
C1
RF1
ACCENT COLOR BACK
WALL TYP.
FILE
STORAGE
AREA
D
C1
VCT1
SALES
OFFICE
SALES
OFFICE
SALES
OFFICE
SALES
OFFICE
SALES
OFFICE
C1
C1
C1
C1
C1
PT1
2'-0"
PT2
4'-0"
TYPT
FINANCE
OFFICE
4'-0"
TYPT
ACCENT COLOR
PARTS SALES
JAN.
EQ.
KEYS
HALL
PT2
CF2
C1
CASHIER
VENDING
REFRESHMENTS
/ HOSPITALITY
AREA
VENDING
SERVICE
WOMENS
PT2
DEALERS
OFFICE
RR
HALL
8'-0"
RR
PT2
VCT1
MENS
VCT1
4'-6"
ACCENT COLOR
PT2
RETAIL PARTS
DISPLAY
EM1
PT2
C
SERVICE
MANAGER
OFFICE
Rev:
ACCENT COLOR
VCT1
Date:
Rev:
Date: 00/00/00
SERVICE
WRITERS
OFFICE
VCT1
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
Client Name:
SERVICE LANE
EX1
Consultants:
Bob Harris Design
NEW CAR
DELIVERY
EX1
A
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Floor and Wall Finish Plan
1
FLOOR FINISH PTLAN
1/8" = 1'-0"
Sheet Number:
A1-2
1
2
3
4
5
6
ALUMINUM
CANOPY
LOUVERED SUNSHADE
LOUVERED SUNSHADE
23'-6"
0'-6"
6" LGMF PARTITION WITH 1/2" GWB
EACH SIDE AND R-16 BATT INSUL
EXTEND TO BOTTOM OF DECK (HEIGHT
VARIES). BRACE TO PURLINS
0'-6"
F
0'-6"
E
0'-6"
EXISTING
MECHANICAL
MEZZANINE
ABOVE
2'-0"
2'-0"
0'-6"
2'-0"
0'-6"
2'-0"
0'-6"
22'-6"
20'-0"
0'-6"
D
ALCOVE FOR LIGHTING (SEE
RESTROOM DETAILS)
LOUVERED SUNSHADE
ALUMINUM
CANOPY
LOUVERED SUNSHADE
ACRYLIC STUCCO ON
DENS-GLASS
C
Rev:
Date:
Rev:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
Client Name:
Consultants:
Bob Harris Design
v 352-682-4986 f 866-317-2322
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Reflected Ceiling Plan
1
REFLECTED CEILING PLAN
1/8" = 1'-0"
Sheet Number:
A1-3
1
2
3
4
PROVIDE POLYISO BOARD
INSULATION ON EXISTING
EXTERIOR CMU WALLS, TYP.
ADD FACED R-19 MBI ABOVE
CMU (10'-0" AFF) TO EAVE
(12'-0" AFF), TYP.
5
6
PROVIDE R-19 MBI ABOVE NEW
WINDOW HEAD (9'-0" AFF) TO
EAVE (12'-0"AFF),TYP.
F
6" LGMF PARTITION WITH 1/2" GWB EACH SIDE
AND R-19 BATT INSUL EXTEND TO BOTTOM OF
DECK (HEIGHT VARIES). BRACE TO PURLINS
PROVIDE R-19 MBI
ABOVE NEW WINDOW
HEAD (9'-0" AFF) TO RAKE
(12'-0"AFF AT EAVE, 14'-0"
AFF. AT RIDGE),TYP.
E
NO EXISTING INSULATION
HERE. INSTALL MBI R-25
PLUS R-13: INSTALL
UNFACED R-25 BETWEEN
PURLINS; HOLD IN PLACE
WITH TIE WIRE. INSTALL
FACED R-13
UNDERNEATH PURLINS;
HOLD IN PLACE WITH
BANDS.
D
ADD R-13 UNFACED
BATT INSULATION TO
EXISTING MBI AT THIS
WALL, SILL TO RAKE
PROVIDE POLYISO BOARD
INSULATION ON EXISTING EXTERIOR
CMU WALLS, TYP. ADD FACED R-19
MBI ABOVE CMU (10'-0" AFF) TO
EAVE (12'-0" AFF), TYP.
ADD R-13 UNFACED
BATT INSULATION TO
EXISTING MBI AT THIS
WALL, SILL TO RAKE
PROVIDE R-19 MBI
ABOVE NEW
WINDOW HEAD (9'-0"
AFF) TO EAVE
(12'-0"AFF),TYP.
EXISTING 6" THICK VINYL FACED
R-19 MBI TO REMAIN, ADD 8" THICK
MBI R-25 BETWEEN PURLINS; HOLD
IN PLACE WITH BANDS
PRE-ENGINEERED ENTRY
ELEMENT
LOUVERED SUNSHADE
PARAPET WALL
2
INSULATION PLAN
NEW RAIN GUTTER
82'-5"
EXISTING SLOPE
1"/12"
C
MAINTAIN EXISTING GUTTER,
CUT AT LOCATION OF
NEW CONSTRUCTION
AND PROVIDE NEW END.
RELOCATE DOWNSPOUT.
56'-10"
1/16" = 1'-0"
MAINTAIN EXISTING GUTTER
121'-1"
EXISTING SLOPE
1"/12"
Date: 00/00/00
EXISTING SLOPE
1"/12"
Rev:
NEW RAIN GUTTER
99'-7"
PARAPET WALL
LOUVERED SUNSHADE
MAINTAIN EXISTING GUTTER
161'-4"
ELEMENT
4" ROOF DRAIN, CONNECT
TO 4" PVC RAINWATER
LEADER CHASED THRU
COLUMN AS INDICATED IN
PLAN, TYP.
4"X3" OVERFLOW SCUPPER,
SET 4" ABOVE LOWEST POINT
OF ROOF; 4" TALL HEAD X 4
INCH WIDE WEIR
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
Client Name:
PARAPET
WALL
A
Date:
Rev:
EXISTING SLOPE
1"/12"
B
Rev:
PARAPET
WALL
SLOPE 1/4"/12"
PARAPET WALL ALL 4 SIDES
Consultants:
Bob Harris Design
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Insulation Plan and Roof Plan
2
ROOF PLAN
1/16" = 1'-0"
Sheet Number:
A1-4
1
2
3
4
5
6
ENTRY ELEMENT
(30' WIDE X 23' HIGH)
DEALER SIGN
BUICK TRI-SHIELD
GMC SIGNATURE
F
5 EQ. PANELS
36'-0"
11 EQ. PANELS
99'-10"
3'-8"
3 EQ. PANELS
5'-0"
3'-8"
E
1
EAST ELEVATION
1/8" = 1'-0"
GMC SIGNATURE BUICK TRI-SHIELD
ENTRY ELEMENT
DEALER SIGN
9 EQ. PANELS
83'-3"
D
2
WEST ELEVATION
1/8" = 1'-0"
ENTRY ELEMENT
ENTRY ELEMENT
SERVICE SIGN
C
3'-8"
2 EQ. PANELS
13'-1"
3'-0"
3 EQ. PANELS
21'-8"
3'-8"
3 EQ. PANELS
23'-3"
8 EQ. PANELS
81'-7"
Rev:
5'-0"
Date:
Rev:
Date: 00/00/00
3 EQ. PANELS
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
3
NORTH ELEVATION
1/8" = 1'-0"
ENTRY ELEMENT
Client Name:
Consultants:
Bob Harris Design
v 352-682-4986 f 866-317-2322
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Exterior Elevations
4
SOUTH ELEVATION
1/8" = 1'-0"
Sheet Number:
A2-1
1
2
3
4
5
6
0'-6" TYP
F
E
1
REFRESHMENTS/
HOSPITALITY
AREA
RETAIL PARTS
DISPLAY
8'-0"
SERVICE
WRITERS
OFFICE
SALES
OFFICE
PARTS
INVENTORY
CROSS SECTION - PARTS
3/16" = 1'-0"
ENTRY ELEMENT
LOUVERED SUNSHADE
PAREPET WALL
D
OPEN
SALES FLOOR
11'-0"
7'-3"
9'-0"
10'-10" TYP.
ACT CEILING
OPEN
C
2
Rev:
CROSS SECTION - SHOWROOM
3-16" = 1'-0"
Date:
Rev:
Date: 00/00/00
Rev:
Description:
MBI R-25 PLUS R-13
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
0'-9"
BAC #: 185162
3
A
TRANSVERSE SECTION
3-16" = 1'-0"
HALL
SALES FLOOR
11'-0"
Client Name:
7'-3"
SERVICE
8'-0"
B
Consultants:
Bob Harris Design
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Building Sections
Sheet Number:
A3-1
3
5
TOP of Parapet
ELEV. = 17'-0"
TOP of Parapet
ELEV. = 17'-0"
F
ACM manufacturer standard
parapet detail (panel acts as coping)
new closure strip
ACM panel color indicated on
elevation
new LGMF framing (see structural)
new sheathing (see structural)
ACM panels insatalled with
manufacturer's standard
"rainscreen" details
new metal backsheeting (profiled
metal panel)
new Weather Barrier
Membrane with sealant,
flashing and seal tape to
comply with manufacturer's
installation instructions.
metal panel)
new metal flashing lap min. 12" up
vertical surface of new parapet and
min. 4" into existing gutter
ACM manufacturers typical
horizontal panel joint, spacing
indicated on elevations
existing metal panel roofing system
new closure strip
new LGMF framing (see
structural)
new metal backsheeting
(profiled metal panel)
new metal panel termination
profile with flashing
new metal panel termination profile
with flashing
new metal flashing lap min. 8"
up vertical surface of new
parapet
existing metal panel roofing
system
existing metal building purlin
remove existing metal building rake
fascia to install new lgmf wall
framing
existing metal building rake angle
remove existing metal building
fascia retainer clip to install new
LGMF wall framing
RAKE
ELEV. VARIES = (~12'-0" to ~14'-0")
new sheathing - see structural
3'-4"
2
PEMB Eave
ELEV. = 12'-0"
A3-2
A3-2
steel angle support for gutter
remove existing sheet metal fascia
remove existing sheet metal fascia
8" thick metal building insulation
between purlins (r-30) + 4" thick
fibergalss batt insulation across
purlins (r-11)
1'-0"
Weather Barrier Membrane with
sealant, flashing and seal tape to
comply with manuf. installation
instructions,
installed continuous across new
insulation
D
8" thick metal building insulation
between purlins (r-30) + 4" thick
fibergalss batt insulation across
purlins (r-11)
new sheathing and new Weather Barrier Membrane
with sealant, flashing and seal tape to comply with
manufacturer's installation instructions, over new
LGMF infill
existing metal building z-girt
Weather Barrier Membrane with
sealant, flashing and seal tape to
comply with manuf. installation
instructions,
installed continuous across new
insulation
1'-0"
new sheathing and new Weather Barrier Membrane
with sealant, flashing and seal tape to comply with
manufacturer's installation instructions, over new
LGMF infill
2
3'-103 4"
3'-4"
new Weather Barrier
PEMB Eave
ELEV. = 12'-0"
new closure strip
new metal panel termination profile
with flashing
E
elevation
new metal flashing lap min. 12" up
vertical surface of new parapet and
min. 4" into existing gutter
parapet detail (panel acts as
coping)
coping)
3'-4" ACM reference dimension
coping)
6
0'-41 4"
TOP of Parapet
ELEV. = 17'-0"
4
4'-73 4"
2
0'-41 4"
0'-41 4"
1
existing metal building c-girt
existing metal building c-girt
soffit detail
soffit panel joint
elevation
ceiling as scheduled
ceiling as scheduled
existing metal building profiled metal
wall panel
1/2" GWB
1/2" GWB
abutement detail
new rigid board insulation: 1.5" thick
XPS Board Insulation between
z-furring or, 3/4" thick Polyiso Board
insulation installed over 7/8" hat
channel
C
new Weather Barrier Membrane
with sealant, flashing and seal tape
to comply with manufacturer's
new rigid board insulation: 1.5" thick
XPS Board Insulation between
z-furring or, 3/4" thick Polyiso Board
insulation installed over 7/8" hat
channel
3'-103 4"
remove stucco and ~16" of 8"
high cmu at PEMB frame lines
to attach new parapet steel see structural
new box gutter to
replace existing
Date:
0'-5"
0'-8"
Rev:
Rev:
0'-6"
Date: 00/00/00
steel angle
support for gutter
Rev:
Description:
Date: 00/00/00
Rev:
existing 8" cmu wall with stucco
(acrylic finish system)
existing 8" cmu wall with stucco
(acrylic finish system)
B
existng stem wall foundation actual construction below finish
floor is unknown
existing planting bed (+/- 12"
below finished floor)
TOP of Slab
ELEV. = 0'-0"
new LGMF studs screwed to metal
building purlins and angles - see
structural
existing metal building profiled metal
wall panel
base as scheduled
base as scheduled
ACM manufacturer's standard base
condition detail
flooring as scheduled
flooring as scheduled
new steel angle fastenened to
slab edge, cut or bend PEMB
base trim to fit - see structural
existing planting bed (+/- 12"
below finished floor)
existing metal building base of wall
attachment (base angle, base trim
and closure)
ACM manufacturer's standard base
condition detail
TOP of Slab
ELEV. = 0'-0"
TOP of Slab
ELEV. = 0'-0"
3'-103 4"
BOX GUTTER DETAIL
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
Client Name:
Consultants:
Bob Harris Design
existing asphalt (+/- 6" below
finished floor)
v 352-682-4986 f 866-317-2322
existng stem wall foundation actual construction below finish
floor is unknown
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Wall Sections
1
WALL SECTION AT ACM OVER CMU
WALL
1" = 1'-0"
2
WALL SECTION AT ACM OVER CMU
WALL WITH COLUMN
1" = 1'-0"
3
WALL SECTION AT ACM OVER
METAL PANEL
1" = 1'-0"
Sheet Number:
A3-2
2
3
4
5
6
0'-41 4"
1
new closure strip
F
coping)
coping)
metal panel)
new closure strip
elevation
elevation
new Weather Barrier
existing kicker
metal panel)
new Weather Barrier
new metal gutter
E
3'-4"
2
A3-2
8"x6" steel tube
8" wf column @ 20' o.c.
1'-0"
louver sunshade
D
4'-2"
1'-1"
soffit detail
0'-10"
soffit panel joint
abutement detail
ELEMENT
C
9'-0"
9'-0"
0'-8"
Rev:
Date:
Rev:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
Client Name:
Consultants:
2'-0"
Bob Harris Design
v 352-682-4986 f 866-317-2322
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Wall Sections
1
WALL SECTION - SHOWROOM
1" = 1'-0"
2
WALL SECTION - SHOWROOM
1" = 1'-0"
Sheet Number:
A3-3
3
pre-engineered trusses -see
structural
4
TOP of Parapet
ELEV. = 17'-0"
6
coping)
coping)
ROOF SYSTEM
parapet flashing detail
ROOF SYSTEM
F
BOT Truss
ELEV. = 13'-6"
5
ROOF SYSTEM over approved
cover board and roof sheathing
TOP of Parapet
ELEV. = 17'-0"
TOP of Parapet
ELEV. = 17'-0"
TOP Truss
ELEV. VARIES
0'-41 4"
2
0'-41 4"
1
TOP Truss
ELEV. VARIES
engineered lumber beam - see
structural
E
engineered lumber
beam - see structural
engineered lumber
beam - see structural
TOP of Slab
ELEV. = 0'-0"
CROSS SECTION - SERVCE
LGMF infill between top of
CMU and bottom of truss
1/4" = 1'-0"
acrylic stucco finish over
fiber-reinforced gypsum
sheathing
ACM manufacturer standard parapet detail (panel
acts as coping)
ROOF SYSTEM manufacturer's overflow scupper
detail
ACM
manufacturers
typical sill detail
ROOF SYSTEM over approved rigid insulation
and cover board over roof sheathing
TOP Truss
ELEV. VARIES
ACM
manufacturers
typical sill detail
ACM manufacturers
typical horizontal panel
joint, spacing indicated
on elevations
3'-912"
D
ACM
manufacturers
typical horizontal
panel joint,
spacing indicated
on elevations
ACM
manufacturers
typical horizontal
panel joint,
spacing indicated
on elevations
ACM manufacturers
on elevations
ACM manufacturers
on elevations
C
3'-103 4"
sheathing
outside corner detail
ACM panel color
indicated on
elevation
ACM panel color
indicated on elevation
ACM panels
insatalled with
manufacturer's
standard
"rainscreen"
details
ACM panels insatalled
with manufacturer's
standard "rainscreen"
details
ACM panel color
indicated on elevation
ACM panels
insatalled with
manufacturer's
standard
"rainscreen"
details
ACM panels insatalled
with manufacturer's
standard "rainscreen"
details
3'-103 4"
ACM panel color
indicated on
elevation
3'-103 4"
sheathing
3'-103 4"
1'-7"
4'-10"
3" PCV rainwater leader routed
to southwest column, see plan
3'-103 4"
ROOF SYSTEM approved tapered rigid insulation
roof drain
3'-912"
0'-41 4"
TOP of Parapet
ELEV. = 17'-0"
ACM manufacturers
on elevations
3'-103 4"
1
acrylic
stucco finish
over
fiber-reinforced
gypsum
fiber-reinforced
gypsum
sheathing
sheathing
LGMF
of
CMU infill
and between
bottom oftop
truss
acrylic
stucco finish
over
fiber-reinforced
gypsum
fiber-reinforced
gypsum
sheathing
sheathing
1'-7"
sheathing
BOT Truss
ELEV. = x'-x"
1'-7"
BOT Truss
ELEV. = 13'-6"
4'-73 4"
new concrete
slab
4'-73 4"
12'-0"
CMU column
beyond
Rev:
Date:
jamb detail
PAREPET DETAIL - SERVCE
Date: 00/00/00
1" = 1'-0"
Rev:
ACM manufacturer standard parapet detail
(panel acts as coping)
ROOF SYSTEM manufacturer's standard
TOP of Parapet
ELEV. = 17'-0"
Project Title:
3'-103 4"
B
CMU - see
structural
CMU - see structural
CMU - see
structural
CMU - see structural
BAC #: 185162
3'-103 4"
TOP Truss
ELEV. VARIES
Description:
Date: 00/00/00
3'-103 4"
TOP Truss
ELEV. VARIES
Rev:
ROOF SYSTEM
0'-41 4"
0'-41 4"
TOP of Parapet
ELEV. = 17'-0"
ROOF SYSTEM over approved cover
board and roof sheathing
Description:
Date: 00/00/00
coping)
3'-103 4"
2
Rev:
Client Name:
ACM manufacturer's
standard base
condition detail
ACM
manufacturer's
standard base
condition detail
4'-10"
4'-10"
Consultants:
BOT Truss
ELEV. = 13'-6"
1" = 1'-0"
1'-7"
sheathing
sheathing
sheathing
3
TOP of Slab
ELEV. = 0'-0"
A
ACM
manufacturer's
standard base
condition detail
TOP of Slab
ELEV. = 0'-0"
1'-7"
sheathing
ACM manufacturer's
standard base
condition detail
ACM manufacturers
typical outside corner
detail
jamb detail
ACM manufacturers
typical jamb detail
4
1" = 1'-0"
Bob Harris Design
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Wall Sections
5
COLUMN SECTION - SERVCE
1" = 1'-0"
6
COLUMN SECTION - SERVCE
1" = 1'-0"
Sheet Number:
A3-4
2
3
new WEATHER BARRIER
MEMBRANE with sealant, flashing
and seal tape to comply with
manufacturer's installation
instructions, over COLD-FORMED
METAL FRAMING and
SHEATHING; see structural
drawings
new 4" PVC DWV downspout
bracket mounted to CMU wall
provide 3/4" PT plywd panel to
close bottom of framing
F
new steel column; see structural
drawings
abutment detail
abutement detail
new STOREFRONT window
system
2'-1"
edge of existing slab below
1/2" GWB
1/2" GWB
Polyiso Board Insulation
LGMF furring
LGMF furring
existing CMU wall with stucco
finish
abutement detail
existing LGMF studs - assumed
condition
E
edge of concrete landing below
bracket mounted to framing
2'-1"
1/2" GWB over existing LGMF
studs
new WEATHER BARRIER
METAL FRAMING and
drawings
+/- 0'-111 2"
new WEATHER BARRIER
instructions, over existing LGMF
and new SHEATHING
existing metal building frame
LGMF furring
system
ACM manufacturers typical jamb
detail
drawings
new WEATHER BARRIER
METAL FRAMING and
drawings
ACM DETAIL - PILASTER
6
0'-8"
1-1/2" = 1'-0"
vertical joint detail
system
D
1/2" GWB
+/- 0'-8"
system
1-1/2" = 1'-0"
6
finish
detail
new WEATHER BARRIER
METAL FRAMING and
drawings
detail
5
+/- 0'-111 2"
1
4
+/- 0'-111 2"
1
condition
detail
system
metal building
insulation
batts
j-bead
studs
4
bottom of roof panel
bottom of purlin
3-5/8" metal track
ACM DETAIL -COLUMN WRAP
existing cmu wall
1-1/2" = 1'-0"
1/2" gypsum wall
board - one side or
both sides as
indicated in plan
GWB with square or tapered
edges, applied vertically or
horizontally with vertical joints
centered over studs.
suspended acoustic
ceiling system
STOREFRONT sealant
C
3-5/8" LGMF@ 16" o.c.
3-5/8" metal track
2
Rev:
existing conc slab
ACM DETAIL - COLUMN WRAP
1-1/2" = 1'-0"
Rev:
system
Date: 00/00/00
STOREFRONT sealant
abutment detail
studs
new WEATHER BARRIER
instructions, over existing LGMF
and new SHEATHING
1/2" GWB
Polyiso Board Insulation
LGMF furring
TYPICAL INTERIOR PARTITON - FULL
HEIGHT
7
1-1/2" = 1'-0"
bracing under roof
purlins
metal building insulation
0'-6"
extend lgmf to under
side of bracing under
roof purlins
A
1'-10"
ACM manufacturers typical inside
corner joint
existing metal building wall panel
3
1-1/2" = 1'-0"
abutement detail
new WEATHER BARRIER
METAL FRAMING and
drawings
system
detail
vertical joint detail
+/- 0'-111 2"
+/- 0'-1112"
drawings
finish
1/2" GYP. bd
2'-1"
edge of concrete landing below
Description:
Date: 00/00/00
1/2" = 1'-0"
Description:
new WEATHER BARRIER
METAL FRAMING and
drawings
Project Title:
BAC #: 185162
Client Name:
Consultants:
suspended ceiling
system
1/2" gwb
Rev:
Date: 00/00/00
B
9
GYPSUM WALL BOARD AT
EXISTING CMU (TYP)
Rev:
condition
new WEATHER BARRIER
METAL FRAMING and
drawings
Date:
existing floor slab
insulation
3-5/8" or 5-5/8" metal
studs (see plan)
metal track
conc slab
Bob Harris Design
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
5
ACM DETAIL -COLUMN WRAP
1-1/2" = 1'-0"
8
TYPICAL INTERIOR PARTITON
Details
1-1/2" = 1'-0"
Sheet Number:
A3-5
3
4
5
0'-9"
SALES FLOOR
6
0'-9"
2
2'-0"
1
OPEN
7'-3"
HALL AT
RESTROOMS
7'-0"
F
BORROWED LITE
1
SALES OFFICE
OPEN
OPEN ROAD GRAPHIC
TYPICAL ADA RAMP AND RAILING
DETAIL
BORROWED LITE
SALES FLOOR SOUTH WALL
6
N.T.S.
1/8" = 1'-0"
HALL
7'-3"
6'-8"
8'-0"
0'-9"
E
BORROWED LITE (TYP)
2
SALES OFFICES AT HALL
1/8" = 1'-0"
D
ACT
ceiling
0'-6"
1'-0"
Lighting Alcove
ELEV. = 9'-0"
3'-9"
GWB
Soffit and
Cove
1'-0"
Lighting Cove
ELEV. = 9'-0"
ACT Ceiling
ELEV. = 8'-0"
ACT Ceiling
ELEV. = 8'-0"
BOT of Soffit
ELEV. = 7'-6"
BOT of Soffit
ELEV. = 7'-6"
6'-0"
EQ.
TOP of Counter
ELEV. = 2'-6"
2'-0"
3'-01 2"
3'-01 2"
3
Vanity
Base
Tile
Paper Towel
(Folded)
Dispenser: OFM
TYPICAL RESTROOM ELEVATION
4
1/4" = 1'-0"
Waste
Receptacle
WR1
Vanity Base
Tile
Toilet Tissue
(Roll)
Dispenser:
OFM
TYPICAL RESTROOM SECTION
1/4" = 1'-0"
EQ.
7'-9"
Paper Towel
Dispenser: OFM
1'-6"
Date:
Paper Towel
Dispenser: OFM
Rev:
Date: 00/00/00
Toilet Tissue (Roll)
Dispenser: OFM
4'-7"
Mirror
Unit MU1
Sanitary-Napkin
Disposal
Unit SN1
TOP of Slab
ELEV. = 0'-0"
TOP of Slab
ELEV. = 0'-0"
3'-6"
Underlavatory
Guard
0'-6"
Sanitary-Napkin
Disposal Unit SN1
Rev:
8'-012"
3'-3"
2'-10"
Waste
Receptacle
WR1
3'-0"
3'-10"
1'-11"
1'-11"
EQ.
TOP of Counter
ELEV. = 2'-6"
C
EQ.
2'-111 2"
5'-0"
Diaper-Changing
Station DC1
Paper Towel
(Folded)
Dispenser: OFM
1'-7"
Rev:
Description:
Date: 00/00/00
Rev:
Description:
0'-6"
Grab Bar GB1
Date: 00/00/00
0'-6"
1'-0"
3'-0"
Project Title:
BAC #: 185162
3'-0"
Grab Bar GB1
Client Name:
0'-6"
1'-6"
3'-3"
2'-10"
3'-0"
3'-6"
Toilet Tissue
(Roll)
Dispenser:
OFM
VENDING
7'-11"
Paper Towel
Dispenser: OFM
Toilet Tissue (Roll)
Dispenser: OFM
VENDING
38'-0"
4'-7"
BOT of Soffit
ELEV. = 7'-0"
Paper Towel
Dispenser:
OFM
Waste
Receptacle
WR1
1'-11"
3'-10"
1'-11"
Mirror Unit
MU1
3'-01 2"
A
5
REFRESHMENTS/HOSPITALITY
AREA
1/4" = 1'-0"
SEE A5.1 FOR MILLWORK AND MATERIALS
Bob Harris Design
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Diaper-Changing
Station DC1
REFRESHMENTS
Consultants:
v 352-682-4986 f 866-317-2322
3'-4"
3'-01 2"
EQ.
B
EQ.
ACT Ceiling
ELEV. = 8'-0"
1'-0"
Grab Bar GB1
EQ.
CUSTOMER
BUSINESS CENTER
Scale:
1
: as noted
Sheet Description:
EQ.
6'-0"
7
ENLARGED RESTROOM PLAN
NOTE:
SECTION 10801 - TOILET AND BATH ACCESSORIES
Interior Elevations, Details
1/2" = 1'-0"
Sheet Number:
A4-1
1
2
3
4
5
6
5'-0"
0'-3"
0'-3"
1'-11"
0'-312"
F
0'-3"
0'-312"
9'-10"
0'-3"
1'-11"
0'-6"
0'-10"
2'-9"
0'-6"
2'-9"
1'-5"
0'-10"
scribe panel as
necessary at
lavatories
0'-8"
ELEVATION
1
0'-6"
0'-6"
7'-21 2"
0'-6"
0'-6"
E
0'-21 2"
6'-2"
6'-2"
8'-0"
5 EQUAL PANELS
MONITOR
SECTION
ELEVATION
MEDIA WALL
4
1/2"=1'-0"
0'-8"
0'-6"
SECTION
REST ROOMS
1/2"=1'-0"
0'-4"
2'-0"
0'-4" 0'-11 2"
2'-6"
2'-012"
0'-11 2"
D
C
ELEVATION
Rev:
SECTION
Date:
2
Rev:
RETAIL PARTS COUNTER
Date: 00/00/00
1/2"=1'-0"
Rev:
Description:
Date: 00/00/00
1
2
3
4
3/4" MDF panels,
edgebanded, with
wall covering. 1"
reveal typ.
Rev:
Description:
Date: 00/00/00
4
Project Title:
BAC #: 185162
B
2'-6"
2'-6"
2'-6"
2'-6"
Client Name:
Consultants:
1'-6"
1'-0"
2'-112"
2
0'-4"
3
Bob Harris Design
v 352-682-4986 f 866-317-2322
2'-61 2"
0'-11 2"
0'-4"
3'-0"
2'-61 2"
0'-11 2"
2'-112"
7'-0"
1'-6"
7'-0"
3'-0"
2'-61 2"
0'-4"
SECTIONS
1'-0"
0'-9"
1
ELEVATION
2'-11 2"
0'-11 2"
3'-0"
2'-0"
0'-4"
0'-11 2"
A
1'-0"
1'-6"
2'-112"
0'-11 2"
0'-61 2"
3'-0"
7'-0"
1'-0"
1'-6"
VENDING
7'-0"
VENDING
4
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Millwork Details
3
REFRESHMENTS / BUSINESS CENTER
1/2"=1'-0"
Sheet Number:
A5-1
1
EQ.
2
EQ.
EQ.
EQ.
3
EQ.
EQ.
EQ.
EQ.
EQ.
4
EQ.
EQ.
EQ.
EQ.
EQ.
5
6
EQ.
9'-0"
F
G
STOREFRONT ELEVATION
1/4" = 1'-0"
EQ.
EQ.
EQ.
+/- 17'-9"
9'-9"
EQ.
+/- 7'-11"
EQ.
EQ.
EQ.
2'-0"
EQ.
+/- 16'-81 4"
E
F
STOREFRONT ELEVATI
+/- 7'-11"
EQ.
EQ.
+/- 17'-9"
6'-0"
EQ.
D
1/4" = 1'-0"
EQ.
EQ.
EQ.
EQ.
+/- 16'-81 4"
STOREFRONT EL
1/4" = 1'-0"
EQ.
EQ.
9'-0"
7'-0"
9'-0"
2'-0"
D
STOREFRONT ELEVATIO
E
1/4" = 1'-0"
EQ.
9'-0"
6'-9"
9'-0"
7'-0"
3'-0"
J
STOREFRONT EL
I
1/4" = 1'-0"
H
1/4" = 1'-0"
1/4" = 1'-0"
0'-4"
0'-6"
2'-8"
1'-0"
1'-8" or as sched.
1'-8" or as sched.
0'-8"
CL
1'-0"
0'-8"
2'-0"
2'-6"
C
CL
0'-8"
Rev:
Date:
Rev:
Date: 00/00/00
1'-0"
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
1'-0"
Project Title:
1
B
1
3
2
BAC #: 185162
5
4
Client Name:
HOLLOW METAL DOOR ELEVATIONS
1/2" = 1'-0"
11'-3"
4'-0"
3'-0"
0'-3"
0'-3"
4'-0"
4'-111 2"
3'-0"
v 352-682-4986 f 866-317-2322
6'-9"
7'-3"
0'-3"
Bob Harris Design
6'-9"
7'-3"
Consultants:
A
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
0'-3"
0'-3"
Sheet Size: D
3'-71 2"
0'-3"
2
FINANCE OFFICE ELEVATION
1/2" = 1'-0"
1
: as noted
Sheet Description:
Door & Window Elevations
3'-71 2"
0'-3"
Scale:
3'-0"
0'-3"
0'-0"
0'-3"
VARIES
0'-3"
3
0'-3"
TYPICAL SALES OFFICE ELEVATION
1/2" = 1'-0"
Sheet Number:
A6-1
1
2
0'-01 2"
0'-21 2"
4
5
6
0'-01 2"
1/2" GWB
1/2" GWB
0'-012"
6" metal stud
3-5/8 metal
stud
0'-01 2"
blocking
0'-21 2"
F
3
0'-6"
blocking
hollow metal frame
0'-6"
hollow metal frame
1
JAMB-BORROWED LITE
HEAD-BORROWED LITE
2
3" = 1'-0"
3" = 1'-0"
0'-918"
0'-918"
E
cmu
1/2" GWB on
3/4" furring
cmu
0'-012" TYP.
1/2" GWB on
3/4" furring
sealant
hollow metal frame
0'-2"
0'-2"
D
sealant
3
JAMB
0'-012"
reno "butterfly"
anchors
3 per jamb
hollow metal
0'-01 2" TYP.
frame
0'-115 16" TYP.
0'-818"
HEAD
4
3" = 1'-0"
3" = 1'-0"
1/2" GWB
C
0'-012" TYP.
3-5/8 metal stud
sealant
drywall anchors
3 per jamb
Rev:
Date:
Rev:
Date: 00/00/00
0'-2"
0'-2"
hollow metal frame
Rev:
Description:
SEE
HEAD
DETAIL
5
0'-012"
Date: 00/00/00
0'-01 2" TYP.
0'-115 16" TYP.
JAMB
6
3" = 1'-0"
Rev:
Description:
Date: 00/00/00
0'-818"
Project Title:
BAC #: 185162
HEAD
3" = 1'-0"
B
Client Name:
Consultants:
0'-01 2" TYP.
1/2" GWB
3-5/8 metal stud
sealant
drywall anchors
3 per jamb
v 352-682-4986 f 866-317-2322
0'-01 2"
0'-2"
0'-2"
hollow metal frame
A
0'-01 2" TYP.
0'-115 16" TYP.
7
JAMB
3" = 1'-0"
8
HEAD
Bob Harris Design
0'-57 8"
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
Door & Window Details
3" = 1'-0"
Sheet Number:
A6-2
1
2
3
4
5
6
F
SALES OFFICE TYPICAL
SALES MANAGER
STATION OFOI
PRODUCT
INFORMATION OFOI
E
SALES STATION TYPICAL
PRODUCT
INFORMATION OFOI
FINANCE
OFFICE
TYPICAL
SALES STATION TABLE
SET TYPICAL
CUSTOMER SEATING
TYPICAL
D
CUSTOMER SEATING AND
TABLES TYPICAL
LOGO SCREEN
OFOI
SALES MANAGER
STATION OFOI
GREETER'S DESK
(RECEPTION
DESK) OFOI
C
Rev:
Date:
Rev:
Date: 00/00/00
CUSTOMER BUSINESS
CENTER SEATING
TYPICAL
Rev:
Description:
Date: 00/00/00
Rev:
Description:
Date: 00/00/00
Project Title:
BAC #: 185162
B
Client Name:
A
7'-0"
OPEN
7'-3"
SALES OFFICE
OPEN
BORROWED LITE
Bob Harris Design
0'-9"
SALES FLOOR
0'-9"
HALL AT
RESTROOMS
2'-0"
Consultants:
OPEN ROAD GRAPHIC
BORROWED LITE
v 352-682-4986 f 866-317-2322
Drawn: rdh
Date:
Approved: sdb
Date: 12/08/2011
Sheet Size: D
Scale:
1
: as noted
Sheet Description:
1
1
FURNITURE PLAN
1/8" = 1'-0"
INTERIOR ELEVATION
1/8" = 1'-0"
Furniture Plan
Sheet Number:
A7-1

A7-1 Furniture Plan

Transcription

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